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HomeMy WebLinkAbout1594 MARBRISA CIR; ; CB122166; Permit04-29-2013 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB122166 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: RUSSELONUFER 1594 MARBRISA CR CBAD COMMIND 2111310500 $3,930,594.00 Sub Type: INDUST Lot #: 0 Construction Type: 5A Reference # CT030002 Status: ISSUED Applied: 10/22/2012 Entered By: JMA Plan Approved: 04/29/2013 Issued: 04/29/2013 Inspect Area Plan Check #: GRAND PACIFIC RESORTS: 25,423 SF SALES BUILDING W/ 0FFICES//7,115 SF BASEMENT W/ OFFICES, HOUSKEEPING Owner: GRAND PACIFIC CARLSBAD L P 2398 SAN DIEGO AV SAN DIEGO CA 92110 619-297-8066X12 5900 PASTEUR CT #200 CARLSBAD CA 92008 Building Permit $10,374.32 Meter Size Add'l Building Permit Fee $0.00 Add'l Red. Water Con. Fee $0.00 Plan Check $7,262.02 Meter Fee $646.00 Add'l Building Permit Fee $0.00 SDCWA Fee $13,476.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $825.42 PFF (3105540) $71,536.81 Park Fee $0.00 PFF (4305540) $0.00 LFM Fee $0.00 License Tax (3104193) $0.00 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impad Fee (3105541) $42,560.00 BTD #3 Fee $84,224.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $1,103.00 Add'l Renewal Fee $0.00 ELECTRICAL TOTAL $1,306.00 Other Building Fee $0.00 MECHANICAL TOTAL $404.64 Pot. Water Con. Fee $15,088.00 Master Drainage Fee $0.00 Meter Size D1.5 Sewer Fee $10,693.40 Add'l Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (SB1473) Fee $156.00 HMP Fee $0.00 Fire Expedidted Plan Review $1,712.50 Green Bldg Standards Plan Chk TOTAL PERMIT FEES $261,368.11 Total Fees: $261,368.11 Total Payments To Date; $261,368.11 Balance Due: $0.00 Inspector: FINAL ^P^OVA^ Date Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively refenred to as 'fees/exactions." You have 90 days from the date this pennit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. 04-29-2013 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Storm Water Pollution Prevention Plan (SWPPP) Permit Permit No:SW120463 Job Address: Permit Type: Parcel No: Reference #: CB#: Project Title: 1594 MARBRISA CR CBAD SWPPP 2111310500 CB122166 GRAND PACIFIC-SALES BLDG Applicant: RUSSELONUFER 2398 SAN DIEGO AV SAN DIEGO CA 92110 619-297-8066X12 Emergency Contact: HOUSTON ARNOLD Status: ISSUED Lot#: 0 Applied: 10/22/2012 Entered By: JMA Issued: 04/29/2013 Inspect Area: Tier: 1 Priority: M Owner: GRAND PACIFIC CARLSBAD L P 5900 PASTEUR CT #200 CARLSBAD CA 92008 760-585-8871 SWPPP Plan Check SWPPP Inspections Additional Fees $51.00 $216.00 $0.00 TOTAL PERMIT FEES $267.00 Total Fees: $267.00 Total Payments To Date: $267.00 Balance Due: $0.00 F'NAL. APPROVAL SIGNATURE /1 XL THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: • PLANNING •ENGINEERING •BUILDING IZlFIRE • HEALTH •HAZMAT/APCD CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717/2718/2719 Fax 760-602-8558 www.carlsbadca.gov Plan Check No. Qp>^2-- ^ ^ Est.Valu/3,^30,S^^y^ Plan Ck. Deposit JOB ADDRESS SUITE#/SPACE#/UNIT# 2 11 - Bo - 02, CT/PROJECT # # BATHROOMS TENANT BUSINESS NAME ^ V.UIMO! n. i, rn unu Ac/fic ^e^*<»s 14.5 CONSTR. TYPE occ. GROUP DESCRIPTION OF WORK: Include Square Feet of Affected/Vrea(5) _ FIRE SPRItWERS YESf^NOj I EXISTING USE PROPOSED USE GARAGE (SF) 7//,7 PATIOS (SF) DECKS (SF) FIREPLAC^ YESl^T N0| I AIR CONDII^ING YES [TINO I I APPLI ICUyiTNAME (Primary Contact) APPUCANT NAME (Secondary Contact) ADDRESS ADDRESS STATE ZIP CITY STATE ZIP PHONE PHONE FAX EMAIL EMAIL PROPERTY OWNER NAME <<3g>tojr> Po.CA'vic. fi-eScXUCy • Iter CONTRACTOR BUS. NAME ADDRESS Y/STATE ADDRESS CITY STATE ZIP CITY STATE ZIP PHONE FAX PHONE EMAIL ARCH/DESIGNER NAMES ADDRESS . STATE LIC. # (Vic./wuiieAj C^^jii{vr fia*^\ \ o//blC> CITY BUS. LIC.# (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuantto the provisions ofthe Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 ofthe Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). Workers' Compensation Declaration: / hereby affirm under penalty of peijury one of the following declarations: C I have and will maintain a certificate of consent to self-insure for worlcers' compensation as provided by Section 3700 of the Labor Code, for the performance of the worl< for which this permit is issued. d I liave and will maintain workers' compensation, as reguired bv Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. H^y workers' compensation insurance carrier and policy number are: Insurance Co. Policy No. Expiration Date This section need not be completed if the permit is for one hundred dollars ($100) or less. I I Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for In Section 3706 ofthe Labor code, interest and attomey's fees. JS^ CONTRACTOR SIGNATURE • AGENT DATE / iiereby affinn that I am exempt from Contractor's License Law for ttie following reason: I [ I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's • License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section Business and Professions Code for this reason: \/- 1.1 DSfssqally plan to provide the major labor and materials for construction of the proposed property improvement |^Yes J/NMO 2. Ii(have^ave not) signed an application for a building permit for the proposed work. ' 3.1'p^/onlracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): 4.1 plan to provide portions of the work, but I have hired the following person to coordinate, supenrise and provide the major work (include name / address / phone / contractors' license number): 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): CP •AGENT DATE Is the applicant or future building occupant required to submit a business plap^acutely hazardous materials registration form or risk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Yes ' No Is the applicant or future building occupant required to obtain a pemiit from the air pollution control district or air qi^y management districr? Yes No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Yes -^o IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affinn that there Is a consfruction lending agency for fhe performance of fhe work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address I certly that I have read the application and state that the above information is conect and that the Intormation on the plans Is accurate. I agnse to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNII=Y AND KEEP HARMLESS THE CfTY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permrt is required for excavations over 5'0' deep and demolition or conslrudbn of stmctures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions ofthis Code shall expire by limitation and become null and vod if the building or work authorized by such pennit is not commenced within 180 days from the date of such permit or if th^ building or vwrk^ulhorized by such permit is suspended or abandoned at any time atter the woif< is commenced for a period of 180 days (Sectton 106.4.4 Uniform Building Code). ygf APPLICANT'S SIGNATURE luJl I / JU/ DATE STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. Fax (760) 602-8560, Email www.bulldina(a)carlsbadca.aov or Mail the completed fonn to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. C0#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL OCCUPANT'S BUS. LIC. No. DELIVERY OPTIONS PICK UP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) MAIL TO: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) MAIL / FAX TO OTHER: ASSOCIATED CB# NO CHANGE IN USE / NO CONSTRUCTION CHANGE OF USE / NO CONSTRUCTION ASSOCIATED CB# NO CHANGE IN USE / NO CONSTRUCTION CHANGE OF USE / NO CONSTRUCTION ySS'APPLICANT'S SIGNATURE 1635 Faraday Ave., Carlsbad, CA 92008 Inspection List Permit*: CB122166 Type: COMMIND COMM Date Inspection Item Inspector Act 06/04/2014 19 Final Structural - Rl 06/04/2014 89 Final Combo PD AP 06/03/2014 89 Final Combo - Rl 06/02/2014 89 Final Combo PD CO 05/19/2014 85 T-Bar PD AP 05/16/2014 85 T-Bar MC PA 05/08/2014 85 T-Bar PB PA 03/28/2014 85 T-Bar PD AP 03/24/2014 84 Rough Combo PD CA 03/20/2014 84 Rough Combo PD AP 03/19/2014 84 Rough Combo PD CA 03/03/2014 17 Interior Lath/Drywall PD AP 02/24/2014 85 T-Bar PD AP 02/21/2014 18 Exterior Lath/Drywall MC AP 02/20/2014 84 Rough Combo PD AP- 02/04/2014 13 Shear Panels/HD's PD AP 01/31/2014 84 Rough Combo PD AP 01/30/2014 84 Rough Combo PD AP 01/28/2014 18 Exterior Lath/Drywall PD AP 01/17/2014 17 Interior Lath/Drywall PD CA 01/15/2014 84 Rough Combo PD PA 01/03/2014 14 Frame/Steel/Bolting/Weldin PD PA 12/30/2013 84 Rough Combo PD PA 12/16/2013 15 Roof/Reroof PD AP 12/13/2013 15 Roof/Reroof MC CA 12/10/2013 13 Shear Panels/HD's PD AP 12/06/2013 15 Roof/Reroof PY PA 11/27/2013 14 Frame/Steel/Bolting/Weldin PD CA 11/26/2013 14 Frame/Steel/Bolting/Weldin PD AP 11/13/2013 14 Frame/Steel/Bolting/Weldin PD PA 11/13/2013 34 Rough Electric PD PA 11/04/2013 13 Shear Panels/HD's PD AP 10/24/2013 14 Frame/Steel/Bolting/Weldin PD PA 09/18/2013 32 Const. Service/Agricultural PD AP 08/28/2013 21 Underground/Under Floor PD AP 08/21/2013 11 Ftg/Foundation/Piers PD AP 08/14/2013 13 Shear Panels/HD's PD PA 07/19/2013 11 Ftg/Foundation/Piers PD AP 06/25/2013 61 Footing PD AP 06/20/2013 11 Ftg/Foundation/Piers PD AP 06/18/2013 31 Underground/Conduit-Wirin PD AP 06/17/2013 31 Underground/Conduit-Wirin PD AP 06/05/2013 11 Ftg/Foundation/Piers PD AP 06/04/2013 11 Ftg/Foundation/Piers PD CA GRAND PACIFIC RESORTS: 25,423 SF SALES BUILDING W/ OFFICES// Comments PM SEE CARD PORTE COCHERE COLUMNS/HARD LID PER CONTRACTOR Friday, June 06, 2014 Page 1 of 2 06/03/2013 11 Ftg/Foundation/Piers PD AP 05/29/2013 11 Ftg/Foundation/Piers PD AP 05/23/2013 66 Grout PD AP 05/20/2013 31 Underground/Conduit-Wirin PD AP 05/16/2013 11 Ftg/Foundation/Piers PD AP 05/13/2013 11 Ftg/Foundation/Plers PD AP 05/13/2013 21 Underground/Under Floor PD AP 05/13/2013 66 Grout PD AP 05/06/2013 11 Ftg/Foundation/Piers PD CA 05/01/2013 21 Underground/Under Floor PD AP 04/30/2013 11 Ftg/Foundation/Piers PD AP 04/30/2013 21 Underground/Under Floor PD AP Friday, June 06, 2014 Page 2 of 2 ^T^n^?.. INSPECTION RECORD •r. INSPECTION IIECORO CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB £. CALL BEFORE 3:J0 (>m FOR NEXT WORK DAY INSPECTION FOP BUILDING INSPECTION CAU.: 760-602-2725 OR GO TO: iMww,Cf|{ii;blidca>.tov/8MiMlnt|! ANO CUCK ON "Request Inspection" . . 13 CBi22166 1594 MARBRISA CR GRAND Pf-CiflO RESORTS ^ „ sF If 'YES" is cheched the Olvlsio»i*s approval Is required prior to teqsmsMngm finml Buita'mef lms&Mm' H ycu have nny questions ptease cal! the applicaWe dlvistoos at the phone numhsrs provided betow. After all required approvals are; ssgned off- fax to 7SM02-8560. email to Mdgins»teflori»ftcarlsbadca.aov or brim in a COPY of this card to: 1035 Faraday Avs.. CafSsbad. CA 92008. Building Inspectors can be reached at 760-602-2700 t3€t«*8n 7:|Cl am ~ 8;0CI'»m the day of your inspection. mi YES 2: RfNEtuired for Building Final If Checked YES Rawning / landscape 760-944-84&3 AUnw 'I a hours *3<4t |E»i<)(neertn9 lmip«K&r«l 760-438-3891 Rre Prever^tton 7t,(H,Q2-4t>hO .AHtiw 41! hours Date Inspector Type of lnsp«cWi»»i.; fOUHSAHOH Notes Date BmtmuG RilNFORCtO STUL VASONHY :i-GROLT rWAil DRA!-;; m; PAN ELS POL'RSTfliPS COLUMN FOOTINGS ROOFSHEATMItC OT. SHEAR PANtlS FRAME Type of Inspection Si • I '«c y^oERSiguNB n mm . 'lUK^HICwklS 'J '2" . '.v>!iM rircTstc ciitwe' "' 3^ {I f C'H C "-f RICE ~d T|MPSRA«Y" Date INSt'LAIION EXTERIOR lATH INTERtQH UTH S DaYWALL FINAL OCCUPANCY l.;S|WER & 8L./C0 a Pt,'CO • U-iDERCHOLSP -it" WASTE " ~ TO? OITT WASTE •""iwATIR w GAS TtST_ ' J GAS Plfl.'jQ flNAl 600- PBE-CO.SVniLCnON MEntNC 6O3-mJL0W!jP_ 'sOT-ftRmillWARNfSG"- A/$mmmmm&imm A/<smmmnmmmm A/SOVERHUDli!SlAl A/SFI.NAI F. A ROUGH-IN F. AFI.NAt FIXED EmNCUISitlNRSYiTEMROUCHIN', mip EfllNG SYSTtM mOROSTATICTEST FIXED EXTiHGUISHlVG SYSTIM FINAL /•//•/: : ..'3" Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1,Indio, CA92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L P. Set No.: 13-07J7 City of Carlsbad DEC 09 2013 Date Printed: 12/4/2013 FiIeNo.:BUILDING DIVISION Permit No.: Project No.: 1916AG9 Project Name: MARBRISA RESORT - CLUBHOUSE/POOLS 5500GRAND PACIFIC DRIVE CARLSBAD., CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 11/8/2013 4X8 12.57 47,900 3,810 Cone & Split 28 11/29/2013 4X8 12.57 78,560 6,250 Cone 28 11/29/2013 4X8 12.57 74,390 5,920 Cone & Split 28 11/29/2013 4X8 12.57 77,950 6,200 Cone & Split Specified Strength: 4,000 PSI Sampled By: BRYAN DUMAS Location: SLAB ON GRADE - LOT 70 ASTMC172 Date Sampled: 11/1/2013 Date Received: 11/4/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 249297 Water added at Site: gal. By Cement Type: Mix Time: 5 Remarks: Concrete Temp: 74 Ambient Temp: 80 °F ASTM C1064 °F ASTM C1064 Slump: 5.00 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIHC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. SamValdez, R.C.E. 6120 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L P. Set No.: 13-0716 City of Carlsbaci O^^e Printed: 12/4/2013 DEC 09 2013 File No.: Permit No.: E3UILDING DIVISION Project No.: 1916A09 Project Name: MARBRISA RESORT - CLUBHOUSE/POOLS 5500GRAND PACIFIC DRIVE CARLSBAD., CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 11/8/2013 4X8 12.57 52,780 4,200 Cone & Split 28 11/29/2013 4X8 12.57 80,530 6,410 Cone & Shear 28 11/29/2013 4X8 12.57 78,660 6,260 Cone & Split 28 11/29/2013 4X8 12.57 74,560 5,930 Cone & Split Specified Strength: 4,000 PSI Sampled By: BRYAN DUMAS Location: SLAB ON GRADE - LOT 70 ASTMC172 Date Sampled: 11/1/2013 Date Received: 11/4/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 249260 Water added at Site: gal. By Cement Type: Mix Time: 43 Remarks: Concrete Temp: 70 Ambient Temp: 55 "F ASTM C1064 °F ASTM C1064 Slump: 4.00 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACinC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Subniitted, MTGL, Inc. Sam Valdez, R.C.E. 6200 PSI 28-day compression test complies with the specified strength. Corporate. Ci^O&foj^Of^tjgHjl 2992 E. La Palma Ave. Ste. A 6^95 Ferris Square, Suite cT Anaheim, CA 92806 Tel: 714,632.2999 Fax; 714.632.2974 www.mtglinccom Dispatch: 800.491.2990 MTGL Proiect #:^Sff Q.^^ VM_^C3 /3l3 ( i{ B ,8..537,3990 Inland Empire: 14467 Meridian Pkw.. Bldg. 2-A Riverside, CA92518 Tel: 951,653.4999 Fax: 951.653.4566 Dispatch: 800.491,2990 Indra: 44917 Golf Center Pkwy, #1 (ndio, CA 32201 Tel; 760.342 4677 Fax: 760,342,4525 Dispatch: 800.491.2990 Report # PG t DAILY INSPECTION REPORT OF DSA/Clflf' File i DSA'OSHPD APPL i DSA/LEA#: Special Inspection Reports must be distributed to the parties listed below wittiin 14 days of the inspection. Reports of non-compliant conditions must be distributed Immediately, Separate reports shall be prepared for each type of special inspection, on a dally basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT WME ARCfrfic EN3KEER CONTRACTOR k^4tA ^^^^ (1, TIMEARRIVEO TIME DEPARTED " 3 .: lUNCHTIME I NSI'ECTION ADDRESS SUB coimi^ ADOHESS OF PBOJC TYPE OF INSPECTION U ENGINEERED FILL G FOUPJDATION • BACK FILL • BATCH PUNT • PT CONCRETE • SHOTCRETE n CONCRETE ADOHESS OF PBOJCCt ' j k j> U MASONRY • HIGH STRENGTH BOLTING A WELDING n SHOP WELD FIREPROOFING J Af^CHOR/DOWEL 1 NDE FIELD J NDE SHOP CEILING WIRE • • n DSA/OSHPD/PROJECT: APPROVEO DOCUMENTS; AVAILABLE: APPROVEO PLANS Yi>!-NL SOIL REPORT YLT N' SPECS: Y.^ NG APPROVEO SHOP DRAWING Y* NL" MATERIALS USED BY CONTRACTOR lINCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS)^ CONTRACTORS EQUIPMENT,' MANPOWER USED: «w 10. ACiUKS hUUIl^MI A- V C{ciJcch>ir' ^ci,,^^ z ^ 1 (^ioor- firccts P H <3U GRie UNES £IECES INSPECTED: Ai^^^^ At! 4-7 STRUCT UR, S^(\^c^.^S p tr A^^ciA 'h-J S L 2- RAL MOTES DETAIL OR RFIS lisifi t REMARKS, iNCLuomc Mcnwes: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS^ WAS NOT • Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents, MATERIAL SAMPUNG WASl^ WAS NOT. J N/A 1 Performed in accordance wilh DSA-'OSHPO/PROJECT approved documents. CC Project Architect Contractor Structural Engineer euildinfl Depanment D.SA Regionai Office Owner School District THE WORK INSPECTED DID NOT f^^EET J The requirements of the DSA/'OSHPD/PROJECT approved documents. Samples taken. Weather: ^ Temp:. Certification #, Veritied by:_ Corparate: Ssn Diego/lmperrat County 2992 E. La Palma Ave. Ste. A 6295 Ferris Square, Suite C www.mtglinccom MTGL Project .#: ^gg? fcr^ Permit # . / 3 / 3 f ^ Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego, CA92121 Tel: 358.537.3399 Fax; 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 IMeridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951,653.4666 Dispatch: 800,491,2990 indio: 44917 Golf Center Pkwy;#1 Indio, CA 92201 Tel; 760.342.4677 Fax: 760.342.4525 Dispatch: 800.491.2990 DAILY INSPECTION REPORT Report #_ PG OF. DSA/ClTYFile #. DSA/QSHPD APPL #:. DSA/LEA#: Special Inspection Reports must be distributed to the parties listed below v^ithin 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME AfiCHITFCT DATE ENGINEER COSirfiACTOR INSPECTION A30RESS TIME ARRIVED -7 .>QO A M TRAVEL TIMS TIME DEPARTED - ^ __ 'Zl^^f^^ LUWCHTIME 1^ / sua CONIRACTOR \IdW 10 AgfifiEES OF PSqjECr . 1 , TYPE OF INSPECTION u EMGIMEERED FILL ;i FOUNDATION L i SACK FILL • BATCH PLANT I'J PT CONCRETE • SHOTCRETE • CONCRETE 111 (WASONRY •J HIGH STRENGTH BOLTING » WELDING • SHOP WELO • FIREPROOFING • ANCHOR/DOWEL G NDE FIELD • NDE SHOP CEILING WIRE n •. DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PLANS Y* NL] SOIL REPORT YLJ N; SPECS; Y*. NH APPROVED SHOP DRAWING YiX, N [ MATERIALS USE D BV CONTRACTOR IINCLUOE RESEARCH REPORT NO OR MATERIAL TEST REPORTS)- / > C0MTRACT0.R3 EQUIPMENTtylANPOWER USED: AREA I EA iiR^nL - —'•Tnc^Tcn _ ' L y ^ Cli I I ItTllHA! lunTTS OFTAil OR RFIS USED / . .T . - ^ ^ ' ^ / » STRUCTURAL NOTES OETAiL, OR 'V H . 'i^einrli (4, F f ) ^ ^- Z ____IZZI___- REMARKS, imUDING UmmS: <f r i/'e REWORK AS PERCENT OF ALL WORK TODAY; PERCENT PROJECT COMPLETE: THE WORK WAS"k? WAS NOT u Inspected in accordance vflth the requirements of the DSA/OSHPD.'PROJECT approved documenls. MATERiAL SAMPLING WAS .' WAS NOT U N./Au Performed in accordance with OSA/'OSHPO./PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regioi^ai Office Owner School District THE WORK INSPECTED f^ETX DID NOT fi^EET G The requirements ol the DSA/OSHPD./PROJECT approved documents. Samples taken: Weather: Temp: a1u©<f)f Specli/inspector .'St m 7-i Prinrtlame Certification #: Verified by wwwmtglinc.com MTGL Project #:/ '9 ( C f Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax; 714.632.2974 Disp^ch: 800.491.2990 San Oiego/Imperial County 6295 Ferris Square, Suite C San Diego, CA 92121 Tel; 858.537.3999 Fax; 858.537.3990 Dispatch; 888.844.5060 Inland EmpTre: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio: 44917 Golf Center Pkwy,#1 Indio, CA 92201 Tel; 760.342,4677 Fax: 760.3421525 Dispatch: 800.491.2990 Report#. PG. DAILY INSPECTION REPORT DSA/CITY File #: 0F_ DSA/OSHPD APPL #: DSA/LEA #: Special inspection Reports must be distributed to the parties listed below within 14 days of ttie inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each fype of special inspection, on a daily basis. Each report shall be completed and signed by tlie special inspector conducttng the inspection. PROJEp Nf,ME ARCRiTECT DATE If - ^ " (1> TIME ARRIVED \0 AM TIME DEPARTED 2. . tM ENGINEER TRAVELTIME. LUNOK TIME SUB CONTRACTOR INSPECriON ADDRESS ADDRESS OF SpOJKT , ^ J I . TYPE OF INSPECTION ENGINEERED FILL n FOUNDATION U BACK FILL • BATCH PLAMT • PT CONCRETE • SHOTCRETE C CONCRETE U MASONRY • HIGH STRENGTH BOLTING S^WELDING n SHOP WELD • FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • NDE SHOP • CEILING WIRE • DSA/OSHPO/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PLANS YX Ni i SOIL REPORT Yn N[J SPECS: Y4J ND APPROVED SHOP DRAWING Y>(f N i MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OH MATERIAL TEST REPORTS): Al^. /5Pu <S»g>. A^^i- c^vso . rcAoO B-liT- k CONTRACTORS EOUIPMENT / MANPOWER USED; . ^J^Az ljt^=d &: J-r^ {Ln.t^ /ift^^ ^^.^^< P 4t;> M ^ t 4-1 ajl (^l^i/uhir- AREA, GRID LINES PIECESIMSPECJH): * , \ ./ ^ i J "i- STRUCTURAL WQTt,S. DETAIL OR RFIS USED' _ , ^ jr REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WASK WAS NOT il Inspected in accordance \,vith the requirements of the DSA'OSHPD/PROJECT approved documents. MATEfilAL SAMPUNS WASL: WAS NOT LJ f\l/Au Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Stnicturai Engineer BuiWing Department DSA Regional Office Owner Echoci Distiict THE WORK INSPECTED METi:^ DID NOT H/IEET : The requirements of the DSA'OSHPD/PROJECT approved documents. Samples taken: ^ Weather: . Temp: Signature wSpaciaMTispector PriflWvame Certifiealion # Verified by ^^^^^^^^^^^^^^^^^^^^^^ www.mtglinc.com MTGL Project #:. Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632,2999 Fax; 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 7313 Carroll Rd. Ste. G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Permit i! Report^ PG DF_ I DAILY INSPECTION REPORT DSA/CITY File) DSA/OSHPD APPL #:_ DSA/LEA#: Special Inspection Reports must be distributed to the parties listed below/ within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME DATE ARCHITECT TIME ARRIVED ^TIME DEPARTED LufcH^rO TRAVEL TIME CONTRACTOR SUB CONTRACTOR INSPECTION ADDRESS TYPE OF INSPECTION • ENGINEERED FILL 7] FOUNDATION LJ BACKFILL • BATCH PLANT :I] PT CONCRETE LJ SHO?CfiETE i\XDNCRETE A MASONRY 1 HIGH STRENGTH BOLTING .1 WELDING :' SHOP WELD C: FIREPROOFING • ANCHOR/DOWEL :J NDE FIELD • NDE SHOP CEILING WIRE DSA/GSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PLANS Y^fcTN L: SOIL REPORT YH NQ SPECS: YQ ND APPROVED SHOP DRAWING YLJ N; MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): LS USED BY CONTRACTOR (INCLUDE REJI CONTRACTORS EfiUIPMENT/MANPOWER USED: // y ^ / AREA, GRID LINES, PIECES INSPECTED: STRUCTURAJ^NOTES. DETAIL, OMFIS USED: REMARKS, INCLUOING MEETINGS REWORK AS PERCENT OF ALL WORK TODAY: PERCj 1 W^A; PERCENT PROJECT COMPLETE:, THE WORK WAS vT WAS NOT Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents, MATERIAL SAMPLING WAS^<j^AS NOT;:: N/A /; Performed in accordance with DSA/OSHPD/PROJECT approved documents, cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET iS^^O NOT MEET • THE requirements of the DSA/OSHPD/PROJECT approved dMuments. Samples taken:^ Weather: G^/^<X r»~-,^ Temp: — ^0 Sigiiature of Special Inspector V bigjiature ot bpeci Pnnt Name Certification # Verified by: 1, www.mtglinccom J_OUiaMfi Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Ferris Square, Suite C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888,844.5060 Inland Empire; 14467 Meridian Pkw., Bldg. 2-A Riverside, CA 92518 Tell: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio: 44917 Golf Center Pkwy, #1 Indio, CA 92201 Tel: 760.342.4677 Fax: 760.342.4525 Dispatch: 800.491.2990 MTGL Project i Permit # £6 Report #_ PG 1. OFX DAILY INSPECTION REPORT DSA/CITY File #:. DSA/OSHPD APPL #: DSA/LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type ot special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. DATE ARCHITECT . ENOMEER . , TIMEABRIVED » Ll"IME TiMEJ)EPARTED « MEER » TRAVEL AA iIWFiA LUNCH TIME COmACTOR f. y. SUBja)IWFiACTOI INSPECTION ADDRESS, TYPE OF INSPECTION ,, BATCH PLANT . ENGINEERED FILL . J PT CONCRETE : FOUNDATION : : SHOTCRETE :. : BACKFILL .j^ONCRETE ADDRESS OF PROJECT MASONRY HIGH STRENGTH BOLTING WELDING SHOP WELD FIREPROOFING ANCHOR/DOWEL NDE FIELD NDESHOP CEILING WIRE DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PLANS Y SOIL REPORT Yr N! N: SPECS: YG N:.: APPROVED SHOP DRAWING YD N: MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS): CONTRACTORS EQUIPMENT / MANPOWER USED: AREA, GRID LINES, PIECES INSPECTED: ST31JCTURAL NOTES, OETAIL, OR RFJSUSED; ^ /V , r- » , 1^ ~ VAJiTVi GtliM^n Huhi toftlT^ M/KX»0fO>e>M^M<£ TVt^ Tj^VHS HIK go>ysJ mAAmS. INCLUDING MEETINGS: — r\ . ^ REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WASa WAS NOT n Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS L: WAS NOT: ' N/A; Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED METIJ DID NOT MEET • The requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: Weather: t^AvVO . Temp: SQ'^ Signature of Special Inspector Certification #: Verified by:. Pnnt Name 1^ Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel; (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 IVIeridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax; (951) 653-4666 Branch; 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 11/8/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACinC CARLSBAD, L P. Set No.: 13-0684 File No.: Permit No.: Project No.: Project Name: CB12166 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 10/18/2013 4X8 12.57 61,420 4,890 Cone & Split 28 11/8/2013 4X8 12.57 89,600 7,130 Cone & Split 28 11/8/2013 4X8 12.57 92,400 7,350 Cone & Split 28 11/8/2013 4X8 12.57 94,540 7,520 Cone & Split 28 H 11/8/2013 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: RAMZIJAMMA ASTM C172 Date Sampled: 10/11/2013 Date Received: 10/14/2013 Location: WALL FOOTING FOR ELEVATOR, GRID LINE L / 6.9 & 7.2 Concrete Supplier: SIKA Mix No.: SIKACRETE211 Ticket No.: Water added at Site: gal. By Cement Type: Remarks: Mix Time: Concrete Temp: 72 Ambient Temp: 69 °F ASTM C1064 »F ASTM C1064 Slump: 7.00 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Subniitted, MTGL, Inc. SamValdez, R.C.E. 7330 PSI 28-day compression test complies with the specified strength. Corporate: Branch: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel; (951) 653-4999 Fax: (951) 653-4666 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 11/8/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIHC CARLSBAD, L P. Set No.: 13-0717 File No.: Permit No.: Project No.: 1916A09 Project Name: MARBRISA RESORT - CLUBHOUSE/POOLS 5500GRAND PACIFIC DRIVE CARLSBAD., CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 11/8/2013 4X8 12.57 47,900 3,810 Cone & Split 28 11/29/2013 4X8 12.57 28 11/29/2013 4X8 12.57 28 11/29/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: BRYAN DUMAS Location: SLAB ON GRADE - LOT 70 ASTMC172 Date Sampled: 11/1/2013 Date Received: 11/4/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 249297 Water added at Site: gal. By Cement Type: Mix Time: 5 Remarks: Concrete Temp: 74 Ambient Temp: 80 °F ASTM C1064 °F ASTM C1064 Slump: 5.00 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIHC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel; (858) 537-3999 Fax: (858) 537-3990 Branch; 14467 IVIeridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax; (951) 653-4666 Branch; 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 11/8/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIHC CARLSBAD, L P. Set No.: 13-0716 File No.: Permit No.: Project No.: Project Name: 1916A09 MARBRISA RESORT - CLUBHOUSE/POOLS 5500GRAND PACIFIC DRIVE CARLSBAD., CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 11/8/2013 4X8 12.57 52,780 4,200 Cone & Split 28 11/29/2013 4X8 12.57 28 11/29/2013 4X8 12.57 28 11/29/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: BRYAN DUMAS Location: SLAB ON GRADE - LOT 70 ASTMC172 Date Sampled: 11/1/2013 Date Received: 11/4/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 249260 Water added at Site: gal. By Cement Type: Mix Time: 43 Remarks: Concrete Temp: 70 Ambient Temp: 55 °F ASTM C1064 °F ASTM C1064 Slump: 4.00 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIHC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Subinitted, MTGL, Inc. Sam Valdez, R.C.E. Corporate: San Diego/Imperial County 2992 E. La Palma Ave. Ste. A 6295 Ferris Square, Suite C www.mtglinccom Anaheim. CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491 2990 San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch; 888.844.5060 Inland Empire: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA92518 Tel; 951.653.4999 Fax; 951,653.4666 Dispatcti: 800.491.2990 IndIo: 44917 Golf Center Pkwy, #1 Indio, CA 92201 Tel; 760.342.4677 Fax: 760.342.4525 Dispatch: 800.491.2990 MTGL Project #: | f 4 (z O 1 Permit #_ Report*^ PG / OF 3 DAILY INSPECTION REPORT DSA/CITY File #: DSA/'OSHPD APPL #:. DSA/LEA #: Special Inspection Reports must be distributed to tfie parties listed below within 14 days ot the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT DATE lO-tU (3 ARCunecT TIMEARRIVEO . — -r ^ TRAVEL TK TIME DEPARTED LUNCH TIME IR ^ » tC- SUB CONTRACTOR INSPECTION ADDRESS 3 f f ADDRESS OF PROJECT . /-S" ?^ .Mat-b v-t-So^ CM'IS^OC^ CA TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL n BATCH PLANT • PT CONCRETE • SHOTCRETE IS CONCRETE • MASONRY • HIGH STRENGTH BOLTING WELDING LJ SHOP WELD • FIREPROOFING KANCHQEt/DQWEL n NDE FIELD Li NDE SHOP • CEILING WIRE • DSA/OSHPD/PROJECT APPROVED DOCUMENTS: AVAILABLE; APPROVED PUNS Yygi NO SOIL REPORT YCi NT SPECS: NtJ APPROVED SHOP DRAWING Y St. N L MATERIALS USED BY COtJTRACTOR i INCl UDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS): ;ONTRACT0RS £OJ)PMEWT / M/NPOWER UStD: \ ARESffRID LINES, PIECES WSPECTED' . T . I JCTID LIN^_Pi6CES iriSPECTED' , / n » • STRttCTl STRtETURAL NOTES, DETAIL OR^S USED: , f I t I ' REMARKS /WtiWWfiMfflWGS; <-0-a M /} / *^ • ij -\ /? A ncm^nr-(\o, inbLVjifinu inccimuo, fr-iunni/ nrnrcMT Ac Al i \«;ftni/ TnTvAvT ^DCDPCMT DDO ICPT POk/IDI ETC-REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE: THE WORK WAS5SWASN0TD Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS" WAS NOT" N/A,! Perlormed m accordance with DSA/OSHPD/PROJECT approved documents. THE WORK INSPECTED MET iS^ Dl D NOT MEET H The requirements of the DSA/JDSHPp/PROJECTjpproved ( Samples taten:. Weather; Temp:, UlCU IVIC I uOy UIU ivui iv(i-c ( < i of the DSA/OSHPB/PROJECT approved ctoments. ^ Temp: cc Project Architect Contractor Structural Engineer Building Oepartmel DSA Regional Office Owner Schoci District City of Carlsbad OCT 21 2013 Community & Economic Development Department Certification Verified by; ^^gnafurTq MEMO RFI 39 Response Sales Building <i> BUPKETT&WONG ENGIN E E RS Structural & Civil Engineers & Surveyors 3434 Fourth Ave. San Diego, CA 92103-4941 Phone (619) 299-5550 • Fax (619) 299-9934 DATE TO WITH September 25, 2013 Houston Arnold GPR BY PROJECT Job Number Charlie Colvin Sales Building 11132A.1.00 SUBJECT: RFI 39 Response 1. No Stiffener is required, welds will be adequate. 2. Install ABU with 6" long - 5/8" Titen-HD; with special inspection per ICC ESR 2713. 3. Will reply in a later reponse. 4. Confirmed, design intent is to provide a 3.5"X9.5" VL, beam can be oriented 90 degrees to wall framing to ease constructability with no additionai requirements. 5. A second HD#2 is intended to be located at the opposite end of the shearwall. Thru-bolt 1" A307 with 3/8" X3" square washer at underside. Do not cut reinforcing. No special inspection required. Coordinate finish of underside of slab with Arch/owner. 6. Provide detail 2'-0" min from end of "corner" min, and as directed by owner. 7. See attached sketch. Charles Colvin Principal Associate S5544 Paae' ieURK£TT&mNG "'•'"'^ ENGINEERS J08 NO_ PROJECT .X,-.- tv 2 J.'' '-^ www.mtglinccom MTGL Project #: /^/ Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Ferris Square, Suite C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio: 44917 Golf Center Pkwy, #1 Indio, CA 92201 Tel: 760.342.4677 Fax: 760.342.4525 Dispatch: 800.491.2990 Permit # DAILY INSPECTION REPORT DSA/CITY RIe #:_ Report*. PG. OF DSA/OSHPD APPL #:. DSA/LEA#: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a dally basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME fS DATE, /e- /o-n ARCHITECT. C\ TIME ARRIVED 7 a* TIME DEPARTED (ISO ENGINEE! TRAVELTIME LUNCH TIME & CONTRAC: W ..\ r> SUB CONTRACTOR INSPECTION ADDRESS ^ ADDRESS OF PROJECT TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL • BATCH PLANT • PT CONCRETE • SHOTCRETE • CONCRETE • MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD • FIREPROOFH a ANCHOR/DOWEL • NDE FIELD • NDE SHOP n CEILING WIRE • • • DSA/OSHPD/PROJECT: APPROVEO DOCUMENTS: AVAILABLE; APPROVED PLANS YD NO SOIL REPORT YD ND SPECS: YD ND APPROVED SHOP DRAWING YD ND MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO, OR MATERIAL TEST REPORTS): iTBllALS USED BY CONTRACTOR (INCLUDE I CONTRACTORS EQUIPMENT / MANPOWER USED: AREA, GRID LINES, PIECES INSPECTEB; ^ l^'Kit fe^t^uittAJ Q.-^O /js^f^s ky^:\Ji%jA STRUCTURAL NOTES. DETAIL, OR RFIS USED: REMARKS, INCLUOING MEETINGS: j^^'V- ^o- fr- A"^/ ^ REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS 1^ WAS NOT • Inspected in accordance with the requirements ofthe DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WASD WAS NOT • N/A^ Performed in accordance with DSA/OSHPO/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET W DID NOT MEET • The requirements of J^SA/OSHPD/PROJECT approved documents. Samples taken:_ Weather: (^./'ft.^*^. Temp: ^» 5 ^ure of Special Inspector Print Name / Certification #: Verified www.mtglinccom Corporat«: 2992 E. La Patrtia Ave. Ste. A Anaheim, CA 92806 Tel: 714,632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Di«go/lmperlal County 6295 Ferris Square, Suite C San Diego, CA 92121 T(^y 537 3999 Fax: 858 537.3990 Dispatch: 888 844.5060 Inland Empire: 14467 Meridian Pkw Riverside, CA 92518 TBI 951.653.4999 Fax; 951.653.4666 Dispatch; 800.491 , Bldg. 2-A 2990 MTGL Project If:. Permit # Report # PG. _L OF. DAILY INSPECTION REPORT OSA/C ITY File #: DSA/C SHPD APPL #;. Special inspection Reports must be distributed to the parties listed twlow within 14 days of the inspection. Reports of non-compliant Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall tw completed and signed by PROJECT NAME ARCHITECT EIIGINEER TRAVELTIME Indio: 44917 Golf Center Pkwy, #1 Indio, CA 92201 Tel: 760.342.4677 Fax: 760.342,4525 Dispatch: 800 491 2990 DSA/J.EA#: conditions must be distributed immediately, the special inspector conductin(3 the inspection. TIME DEPARTED LUNCH TIME CONTRACTOR SUB CONTRACTOR INSPECTION ADDRESS TYPE OF INSPECTION • ENGINEERED FILL L:I FOUNDATION f I BACK FILL :"1 BATCH PLANT LJ PT CONCRETE D SHOTCRETE • CONCRETE 11 MASONRY n HIGH STRENGTH BOLTING 11 WELDING • SHOP WELD Ll FIREPROOFING ri ANCHOR/DOWf L II NDE FIELD • NDE SHOP 1 1 CEILING WIRE O • LJ . DSA/OSHPD/PflOJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PUNS YLJ U'3 SOIL REPORT Yl i Nl SPECS: YCl N APPROVED SHOP MATERIALS USED BV CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) DRAWING Yi:. Nf'i CONTRACTORS EQUIPMENT/MANPOWER USED: AREA, mo LINES, PIECES IfJSPf CTEO: STRUCTURAL NOTES, OETAIL OR RFIS U3E0: REMARKS, MtLHamG mtTmss: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE D NQT/MEET;J / approyM documents, THE WORK WASG WAS NOTO Inspected in accordance with the requirements of the OSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS ID WAS NOT • N/AC] Periormea in accordance with DSA/OSHPD/PROJECT approved documants. CC Project Architect Contractor Structural Engineer Building Department DSA Regional Office tMm School Oistrlct THE WORK INSPECTED METCJ D The requirements of the Samples taken: Weather Certification *. Verified by: Inspector , 30 3DVd 8969Z8S6T9 9£:80 eT0S/9T/0T Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 IVIeridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L P. Set No.: 13-0620 Date Printed: 10/4/2013 File No.: Permit No.: Project No.: Project Name: CB131314 1916G09 MARBRISA RESORT - VILLA 70 5900 PASTEUR COURT, STE. 200 CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 9/12/2013 4X8 12.57 44.290 3,520 Shear 28 10/3/2013 4X8 12.57 70,560 5,610 Shear 28 10/3/2013 4X8 12.57 67,230 5,350 Shear 28 10/3/2013 4X8 12.57 73,280 5,830 Cone & Shear Specified Strength: 4,000 PSI Sampled By: DAN WEBB Location: ELEVATOR WAiLLS - VILLA 70 ASTMC172 Date Sampled: 9/5/2013 Date Received: 9/6/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 245929 Water added at Site: 3.00 gal. By CONTRACTOR Cement Type: II/V Mix Time: 55 Remarks: GROUND FLOOR Concrete Temp: 88 Ambient Temp: 75 °F ASTM C1064 °F ASTM C1064 Slump: 4.00 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** City of Carlsbad OCT 10 20^3 BUILDING DIVISION Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. 5600 PSI 28-day compression test complies with the specified strength. • www.mtglinccom Corporate: 2992 E. La Palma Ave, Ste. A Anaheim, CA 92806 Tel; 714.632.2999 Fax: 714.632.2974 DispT+ch: 800.491.2990 San Diego/Imperial Countv 7313 Carroll Rd. Ste. G San Diego, CA 92121 Tel: 858.537.3999 Fax; 858.537.3990 Dispatch; 888,844.50i30 Inland Empire: 14467 IVIeridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tei: 951.653.4999 Fax: 951.653.4666 Dispatch; 800.491.2990 MTGL Project #:, DAILY INSPECTION REPORT DSA/CITY File #:* .Cityof Carlsshftcf DSA/OSHPD APPL#: QQ]" 2 5 20)3 Report # DSA/LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Repents of non-compliant conditionPnusf^^l^^itQI^fliSfeQl^ Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME ARCHITECT TIMEARRIVEO TIME DEPARTED ENGINEER TRAVEL TIME LUNCH TIME CONTRACTOR SUB CONTRACTO SS^ y /) ' p ADDRKS OF PROJECT / CTION • BATCH PLAUPT r I MASONRY • FIREPI INSPECTION ADDRESS TYPE OF INSPECTION n ENGINEERED FILL • FOUNDATION \ BACKFILL • BATCH PLAI • PT CONCRETE ( J SHOTCRETE • CONCRETE MASONRY H STRENGTH BOLTING ELDING SHOP WELD J FIREPROOFING n ANCHOR/DOWEL ! '\ NDE FIELD n NDESHOP CEILING WIRE DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PLANS Y SOIL REPORT YD N; SPECS: YQ NH APPROVED SHOP DRAWING Y • N ! IMATERIALS USEf) BY CONTRACTOBilNCLUDE RESEARCH REPORT UO. OR MATERIAL TEST REPORTSl: y CONTRACTORS EQUIPMENT/MANPOWEp USED: t , 'v. STRUCTURAL NOTES. DETAIL, OR RFIS USED -6'^ ^"1. F^H f^Lr-^ 6 2-3- REMARKS, INCLUDING MEETINGS: f V ' W — == = f 'wyi^ »- —m—=—^ -^f = ^ ' • - • • - I — REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WASa/ivASNOTn Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS,(:; WAS NOT' .) N/A v^ Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET VOID NOT MEET':! THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: Weatbej;^ Ckoo^ ^--v^ Temp: pe of Special Inspector Print Name Certification #: Verified by: Corporate: 2992 E. La Palma Avenue, Suite A, Anatieim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951)653-4999 Fax: (951) 654^^66 I U ^ Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Ulty Ot OarlSDaCI Tel: (760) 342-4677 Fax: (760) 342-4525 SEP 30 2013 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 BU ILDINR3t01W©lC»<f 0/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACinC CARLSBAD, L P. Set No.: 13-0563 File No.: Permit No.: Project No.: Project Name: CB12166 1916E09 MARBRISA RESORTS - SAd£S DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 8/29/2013 4X8 12.57 47,060 3,740 Columnar 28 9/19/2013 4X8 12.57 77,250 6,150 Cone & Split 28 9/19/2013 4X8 12.57 78,330 6,230 Cone & Split 28 9/19/2013 4X8 12.57 75,360 6,000 Cone & Shear 28 H 9/19/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: MATTHEW JACKSON Location: GRADE BEAM FOOTING - SALES BUILDING ASTMC172 Date Sampled: 8/22/2013 Date Received: 8/23/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 245181 Water added at Site: gal. By Cement Type: II/V Mix Time: 60 Remarks: Concrete Temp: 78 Ambient Temp: 74 °F ASTMC1064 "F ASTMC1064 Slump: 5.00 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACinC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Subniitted, MTGL, Inc. Sam Valdez, R.C.E. 6130 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway # 1, Indio, C A 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 9/27/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIHC CARLSBAD, L.P. A Set No.: 13-0586 File No.: Permit No.: Project No,: Project Name: CB12166 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 9/5/2013 4X8 12.57 50,730 4,040 Cone & Split 14 9/12/2013 4X8 12.57 57,780 4,600 Cone 28 9/26/2013 4X8 12.57 73,130 5,820 Cone & Split 28 9/26/2013 4X8 12.57 71,270 5,670 Shear 28 9/26/2013 4X8 12.57 71,490 5,690 Shear Specified Strength: 4,000 PSI Sampled By: JOHN NORBY Location: ELEVATOR PIT FLOOR ASTMC172 Date Sampled: 8/29/2013 Date Received: 8/30/2013 Concrete SuppUer: SUPERIOR READY MIX Mix No.: 938P Ticket No.; 000696 Water added at Site: 2.00 gal. By CONTRACTOR Cement Type: Mix Time: Remarks: Concrete Temp: 83 Ambient Temp: 76 °F ASTM C1064 °F ASTM C1064 Slump: 5.00 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. 5730 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, hidio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 9/20/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIHC CARLSBAD, L P. Set No.: 13-0570 File No.: Permit No.: Project No.: Project Name: CB12166 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE C/LRLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 8/30/2013 4X8 12.57 57,410 4,570 Cone & Split 14 9/6/2013 4X8 12.57 72,040 5,730 Shear 28 9/20/2013 4X8 12.57 86,520 6,890 Cone & Split 28 9/20/2013 4X8 12.57 87,930 7,000 Cone & Split 28 9/20/2013 4X8 12.57 84,340 6,710 Shear Specified Strength: 4,000 PSI Sampled By: JOHN NORBY Location: SLAB ON GRADE - WEST EDGE ASTMC172 Date Sampled: 8/23/2013 Date Received: 8/26/2013 Concrete SuppUer: SUPERIOR READY MIX Mix No.; 938P Ticket No.: 113506 Water added at Site: 5.00 gal. By CONTRACTOR Cement Type: Mix Time: 35 Remarks: CENTER Concrete Temp: 82 Ambient Temp: 78 °F ASTM C1064 °F ASTM C1064 Slump: 4.75 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. 6870 PSI 28-day compression test complies with the specified strength. www.mtglinccom Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax; 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Ferris Square, Suite C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatcti: 888.844.5060 Inland Empire: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatcti: 800.491.2990 Indio: 44917 Golf Center Pkwy, #1 Indio, CA 92201 Tel: 760.342.4677 Fax: 760.342.4525 Dispatch: 800.491.2990 MTGL Project #:. Permit #. Report #_ PG. ^0F_^ DAILY INSPECTION REPORT DSA/CITY File #:. DSA/OSHPD APPL#:_ DSA/LEA#: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME DATE ARCHITECT TIMEARRIVEO ENGINEER TIME OFPARTFD LUNCH TIME CONTRACTOR ^^^,rrC SUB CONTRACTOR INSPECTION ADDRESS ADDRESS OF PROJECT TYPE DF INSPECTION • ENGINEERED FILL FOUNDATION BACK FILL n BATCH PLANT • PT CONCRETE C SHt3TCRETE g^ONCRETE • MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD r FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • NDE SHOP • CEILING WIRE • • DSA/OSHPO/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PLANS Yi SOIL REPORT YQ ND NO SPECS: Yt APPROVED SHOP DRAWING YD ND MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPOM" NjlOR MATERIAL TEST REPORTS): ^ mi mm CtA. CONTRACTORS EQUIPMENT / MANPOWER USED: /^^/^ ^*i'£-ir£/tA] ^^r/.4>^/(r/^<^ t^'^/^ytTS^ AREA, GRID LINES, PIECES INSPE£[ED: STRUCTURAL NOTES, DETAIL, OR RFIS USED: TAIL, OR RFIS USED REMARKS. INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS'S^ASNOTG Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WASWAS NOT• N/AC Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET 2^ DID NOT MEET • The requirements of the DSA/OSHPD/PROJECT approved_dpcuments. Samples taken: 2— ^/t^ ^ ^ ^/C Weather: ^l/f^C^S'/ Temo: "TS r± Signature of Special Inspector Print Name Certification #: Verified by: JuMk www.mtglinc.com Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial CountV 7313 Carroll Rd. Ste. (3 San Diego, CA 92121 Tel; 858.537.3999 Fax; 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel; 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 MTGL Project/:. Permit# /6 /ZZ Report! PG_l DF / DAILY INSPECTION REPORT DSA/CITY File #:. DSA/OSHPD APPL #:_ DSA/LEA#: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME ' \J TIMEARRIVEO ' ARCHITECT TIME DEPARTED ENGINEER TRAVEL TIME LUNCHTIME CONTRACTOR SUB CONTRACTOR H/C£^ /^rt. Ljh^^d^ INSPECTION ADDRESS ADDRESS OF PROJECT TYPE OF INSPECTION L" ENGINEERED FILL •2 FOUNDATION iJ BACK FILL • BATCH PLANT Li PT CONCRETE SHOTCRETE CONCRETE I MASONRY ..; HUGH STRENGTH BOLTING LvWELDING n SHOP WELD n FIREPROOFING I 1 ANCHOR/DOWEL L: NDE FIELD : .1 NDE SHOP CEILING WIRE LJ 1.;] DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PLANS H^W U SOIL REPORT YH NL SPECS: Yn N: i APPROVED SHOP DRAWING YL! N !. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS)- 4 99^ fjf^ /^r5^ pL CONTRACTORS EQUIPMENT / MANPOWER USED z AREA. GRID I LINES. PIECES INSPECTED: ID LINES. PIEtES INSPECTED: ^ , J . / i —^ _ / STRUCTURAL NOTES, DETAIL, OR RFIS USED REMARKS, INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK INSPECTED METt^lD NOT MEET. : THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken Weather: f^pc^cf THE WORK WASSnA/ASNOT..; Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents, MATERIAL SAMPLING WAS J WAS NOT: : Wlk\\^ Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District 0^ Temp: "yS" ^nature of Special Inspector Print Name Certification Verified by: Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Brancli: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-^ Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653- Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 PJ-Q - - Tel: (760) 342-4677 Fax: (760) 342-4525 ^tr i 0 2013 IBl'Of Carisbad Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 BUILDING Date Printed: 9/13/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L P. Set No.: 13-0620 File No.: Permit No.: Project No.: Project Name: CB131314 1916G09 MARBRISA RESORT - VILLA 70 5900 PASTEUR COURT, STE. 200 CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 9/12/2013 4X8 12.57 44,290 3,520 Shear 28 10/3/2013 4X8 12.57 28 10/3/2013 4X8 12.57 28 10/3/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: DAN WEBB Location: ELEVATOR W/U.LS - VILLA 70 ASTMC172 Date Sampled: 9/5/2013 Date Received: 9/6/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 245929 Water added at Site: 3.00 gal. By CONTRACTOR Cement Type: II/V Mix Time: 55 Remarks: GROUND FLOOR Concrete Temp: 88 Ambient Temp: 75 "F ASTMC1064 °F ASTM C1064 Slump: 4.00 in. ASTM CI43 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. MTGL PROJECTj BUILDING PERMITS: CB131314 Report # Page 1 of 1 Corporate 2992 E La Palma Ave, Ste A Anaheim. CA 92806 Tel: 714,632,2999 Fax: 714,632,2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Ferris Square, Suite C San Diego. CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg. 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.6;i3.4666 Dispatch; 800.491,2990 Indio 44917 Golf Center Pkwy.,Ste 1 Indio, CA 92201 Tel 760.342.4677 Fax; 760.342.4525 Dispatch; 800.491.2990 DAILY INSPECTION REPORT DSA/CITY FILE # DSA/OSHPD APPL, # DSA/LEA # Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special Inspection on a dally basis. Each report shall be i^mpleted and signed by the special inspector conducting the inspection. PROJECT NAME: Marbrisa Resort - Villas 70 Date; 9-05-13 ARCHITECT NOAA TIME ARRIVED 7:00 a.m. TIME DEPARTED 8:00 a.m. ENGINEER Burkett and Wong TRAVEL TIME N/A LUNCH TIME N/A CONTRACTOR Grand Pacific Resort Sub Contraclor Anthony Engiineering INSPECTION ADDRESS 1594 Marbrisa Circle. Carlsbad ADDRESS OF PROJECT Same TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL • BATCH PLANT • PT CONCRETE • SHOTCRETE E CONCRETE • MASONRY [ • HIGH STRENGTH BOLTING ( • WELDING [ • SHOP WELD ( • FIREPROOFING J ANCHOR/DOWEL • NDE FIELD 3NDE SHOP • CEILING WIRE • EPOXY • FIRE PROTECTION B A CI, DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y H N • SOIL REPORT Y • N B SPECS: Y El N • APPROVED SHOP DRAWING Y 0 N • MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS) Mix Design # 938P, 4000 p.s.i., Supplied by Superior Ready Mix. CONTRACTORS EQUIPMENT/MANPOWER USED: Five Finishers, Concrete Vibrator, #4 & #5 Reinforcing steel grade 60. AREA, GRID LINES, PIECES INSPECTED: Elevator for Villa #70. STRUCTURAL NOTES, DETAIL OR RFIS USED: Per Approved Plans and Mix Design. REMARKS, INCLUDING MEETINGS Performed a.c.i. on 5 1/2 cubic yards of concrete, mix design #938P, 1" rocit, 4000 p.s.i., supplied by Superior Ready Mix. Placement of pour this date was the ground floor elevator walls at Villa #70. One set of 5 - 4x8 cylinders was cast the slump test result for this pour was 4". REWORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS Bl WAS NOT • Inspected in accordance with the requirements of the DSA/OSPHD/ Project approved documents MATERIAL SAMPLING WAS S WAS NOT • N/A • Performed in accordance with DSA/OSPHD Project approved documents THE WORK INSPECTED MET Ei DID NOT MEET • The requirements of the DSA/OSPHD Project approved documents Samples taken: one set of 5 - 4x8 cyl. Weather: ;ool Temp: 75 Degrees Cc Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Signature of Spedal Inspector Daniel L. Webb Certification # Print Name 5208923 Verified By: ^^^^^^^^^^^^^ www.mtglinc.com Corporate: 2992 E. La Palma Ave Ste. A Anaheim, CA 92806 Tel: 714.632,2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Ferris Square, Suite C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 IVIeridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio: 44917 Golf Center Pkwy, #1 Indio, CA 92201 Tel: 760.342.4677 Fax: 760,342.4525 Dispatch: 800.491.2990 IVITGL Project #:. Permit ,# PG. 0F_ V DAILY INSPECTION REPORT DSA/CITY File #:_ DSA/OSHPD APPL ^ DSA/LEA/ Report Special Inspection Reports must be distributed to the parties listed below within 14 days ofthe inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME /-v . ARCIjlTECT. I I lLhr-7ji DATE UHI t: TIME ARRIVED mm.- TIME DEPARTED ENGINE! elj V UJDri(j TRAVEL TIME LmCH TIME CONTRACTOR . IC SUB COWTRACTOP INSPECTION ADDRESS ADDRESS OE PROJECT BAT^PLANT PT CONCRETE SHOTCRETE CONCRETE TYPE OF INSPECTION ENGINEERED FILL ' FOUNDATIOM - BACKFILL IVIASONRY HIGH STRENGTH BOLTING WELDING SHOP WELD FIREPROOFING ANCHOR/DOWEL NDE FIELD NDESHOP CEILING WIRE DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PLANS Y N SOIL REPORT Y l\l SPECS: Yu I\l^ APPROVED SHOP DRAWING Y. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPOffTS): r\ /" \ 1 CONTRACTORS EQUIPMENT / MANPOWER USED: AREA, GRID LINES, PIECES INSPECTED: STRUCTURAL NOTES, DETAIL, OR RFIS USED: REMARKS, INCLUDING MEETINGS: liJ REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS WAS NOT : , inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WASS WAS NOT . N/A :_ Performed in accordance with DSA/OSHPD/PROJECT approved documents, cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED WlET-v^ DID NOT MEET : " The requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: ^ \ S Weather: CJi(^ Temp: "1(6 Signature of Special Inspector/ Certification #: Verified by Coq)orate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653 4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 9/10/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIHC CARLSBAD, L P. A Set No.: 13-0536 File No.: Permit No.: • . q Project No.: I^TCAO^J H I \l\\[o^ Project Name: MARBRISA RESORT -•6fcUbHOUSL/PUULj> 5500GRAND PACIFIC DRIVE CARLSBAD., CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 8/19/2013 4X8 12.57 48,070 3,830 Cone & Split 28 9/9/2013 4X8 12.57 81,620 6,500 Cone & Split 28 9/9/2013 4X8 12.57 76,180 6,060 Shear 28 9/9/2013 4X8 12.57 77,720 6,180 Columnar 28 H 9/9/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: DAN WEBB ASTM C172 Date Sampled: 8/12/2013 Date Received: 8/14/2013 Location: ELEVATOR WALL AT SUBGRADE ON NORTH SIDE AT VILLA 58 Concrete Supplier: SUPERIOR READY MIX Mix No.: 837P Ticket No.: 113154 Water added at Site: 5.00 gal. By CONTRACTOR Cement Type: II/V Mix Time: 40 Remarks: Concrete Temp: 84 Ambient Temp: 71 °F ASTM C1064 °F ASTM C1064 Slump: 4.25 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIHC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. SamValdez, R.C.E. 6250 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 9/13/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIHC CARLSBAD, L P. Set No.: 13-0586 File No.: Permit No.: Project No.: Project Name: (1^ iT^l-lUU 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 9/5/2013 4X8 12.57 50,730 4,040 Cone & Split 14 9/12/2013 4X8 12.57 57,780 4,600 Cone 28 9/26/2013 4X8 12.57 28 9/26/2013 4X8 12.57 28 9/26/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: JOHN NORBY Location: ELEVATOR PIT FLOOR ASTMC172 Date Sampled: 8/29/2013 Date Received: 8/30/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 000696 Water added at Site: 2.00 gal. By CONTRACTOR Cement Type: Mix Time: Remarks: Concrete Temp: 83 Ambient Temp: 76 °F ASTM C1064 °F ASTM C1064 Slump: 5.00 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 C'ty of Carlsbad SEP 09 2013 BUILDING DIVISION Date Printed: 9/3/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L P. A Set No.: 13-0570 File No.: Permit No.: Project No.: Project Name: CB12166 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 8/30/2013 4X8 12.57 57,410 4,570 Cone & Split 14 9/6/2013 4X8 12.57 28 9/20/2013 4X8 12.57 28 9/20/2013 4X8 12.57 28 9/20/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: JOHN NORBY Location: SLAB ON GRADE - WEST EDGE ASTMC172 Date Sampled: 8/23/2013 Date Received: 8/26/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 113506 Water added at Site: 5.00 gal. By CONTRACTOR Cement Type: Mix Time: 35 Remarks: CENTER Concrete Temp: 82 Ambient Temp: 78 °F ASTM C1064 "F ASTM C1064 Slump: 4.75 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACMC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Subniitted, MTGL, Inc. Sam Valdez, R.C.E. www.mtglinc.com MTGL Project #:_HikGM Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/lmjierial County 6295 Ferris Square, Suite C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio: 44917 Golf Center Pkwy, #1 Indio, CA 92201 Tel: 760.342.4677 Fax: 760.342.4525 Dispatch: 800.491.2990 Permit # DAILY INSPECTIOI^ RIPOBT DSA/CITY File »:_ DSA/OSHPD APPL#:^ Report #_ PG. 0F_ DSA/LEA #: Special Inspection Reports must be distributed to Ihe parties iisted below within 14 days o1 Ihe inspection. Reports ol non-compliant conditions must be distributed immediately Separate reports shall be prepared for each type ol special inspection, on a daily basis. Each report shali be completed and signed by the special inspector conducting the inspection. PROJECT NAME /\ i DATE ARCtjITECT " TIME ARRIVED TIME^UEPARTEO LdhCH TIME IGlMEEfr . )NTRACTOR T I ^ CONTRACTOR fan SUB CONTRACTOR INSPECTION ADDRESS L i ADDRESS OF PROJECT • BAT^ PLANT • PT CONCRETE • SHOTCRETE Ki CONCRETE TYPE OF INSPECTION n ENGINEERED FILL n FOUNDATION O BACK FILL n MASONRY n HIGH STRENGTH BOLTING • WELDING • SHOP WELD • FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • NDE SHOP U CEILING WIRE Ll • • OSA/OSHPD/PROJECT: APPROVEO DOCUMENTS: AVAILABLE: APPROVED PLANS YU ND SOIL REPORT YD Nn SPECS: YD ND APPROVED SHOP DRAWING YUNG MATERIALS USED BY CONTRACTORJINCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): ^ f \ vl CONTRACTORS EQUIPMENT / MANPOWER USED: AREA. GRID LINES. PIECES INSPECTED: , , f 1 ? T ( 71 -7 A If \! I I ^ ~/A Ow\h \mMt SOL ____^ STRUCTURAL NOTES, DETAIL, OR RFIS USED: REMARKS, INCLUDING MEETINGS: 7G' (WtAQ> P.\9^hMr REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS^ WAS NOTO Inspected in accordance with the requirements ofthe DSA/OSHPD/PROJECT approved documents. MATERIAL SAWIPLIWG WAS® WAS NOT• N/ALl Performed in accordance with OSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Ollice Owner School District THE WORK INSPECTED METS^ DIDNOTMEETD The requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: S^UMH^^S^^ '>''^ , Weather: {Jj^^ Temp: "IO) null Signature of Special Inspector/ Print Name Certification #: Verified by: www.mtglinccom MTGL Pioject #:„ Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491,2990 91^ SOU San Oiago/lmpeHat County 6295 Ferris Square, Suite C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 MiM Empire: 14467 Meridian Pkw/:, Bldg. 2-A Riverside, CA92518 Tel: 951.653,4999 Fax: 951.653.4666 Dispatch: 800.491,2990 Indio: ' 44917 Golf Center Pkwy.#1 Indio, CA 92201 Tel: 760.342.4677 Fax: 760.342.4525 Dispatch: 800.491.2990 Permit # CB iZZiCC ' OF I DAILY INSPECTION REPORT DSA/CITY File #:_ Report #_ PG OSA/OSHPO APPL #:_ DSA/LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately Separate reports shall be prepared tor each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. 'AflCHITECr PROjacTiMMf 1 ' o L OATE ENGINEER -fl? V, j - . , TTT^ j TRAVELTIME / TIME DEPARTED LUNCH TIME CONTRAPMR 7 ^ / > ft I SUBCONTRACTOR , ~t 7 I ——j— C^yrau^ r"^occ<f<c KeSa^^t M( ke A^ebti t^at^K^ INSPECTION ADIBESS ~ et . t ADDRESS Of PROJECT • TYPE OF INSPECTION ENGINEERED FILL G FOUNDATION • BACK FILL HPL • BATCiTPUNT • PT CONCRETE • SHOTCRETE • CONCRETE • MASONRY is HIGH STRENGTH BOLTING • WELDING • SHOP WELD • FIREPROOFING • ANCHOR/DOWEL n NDE FIELD • NDE SHOP LJ CEILING WIRE • • • DSA/OSHPD/PROJECT: APPROVEO DOCUMENTS: AVAIUBLE: APPROVED PLANS YM N • SOIL REPORT YD N[ SPECS: Y.* ND APPROVED SHOP DRAWING Y Of N • MATERIALS USED BV CONTRACTOR (INCLUDE RESEARCH REPORT NO, OR MATERIAL TEST REPORTS): 2^t\^^\^A f roof ^\n»u^i CONTRACTORS EQUIPMENT/MANPOWER US ^IDITNES, PIECES INSPECTED: . . i J ^ ' I AREA, GR -A STRUCTURAL NOTES, DETAIL, OR RFIS USED: s 2. -4 REMARKS, mciuome meErmBS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS W WAS NOT • Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAI SAMPUNG WASD WAS NOT• N/Au Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK mSPECTED METIS DID NOT MEET• The requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: , Weather: Temp: ^ SoiraturnjfSpecial inspector Print Name Certification #: \CC^ ^ fO ^-^^, gS^ Verified by: Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diiego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 CityofCarfsbad SEP 0 3 2013 Community & Economic Development Department Date Printed: 8/29/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L P. Set No.: 13-0563 File No.: Permit No.: Project No.: Project Name: CB12166 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 8/29/2013 4X8 12.57 47,060 3,740 Columnar 28 9/19/2013 4X8 12.57 28 9/19/2013 4X8 12.57 28 9/19/2013 4X8 12.57 28 H 9/19/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: MATTHEW JACKSON Location; GRADE BEAM FOOTING - SALES BUILDING ASTMCI72 Date Sampled: 8/22/2013 Date Received: 8/23/2013 Concrete Supplier: Mix No.: 938P Ticket No.: 245181 Water added at Site: Cement Type: II/V Remarks: SUPERIOR READY MIX gal. By Mix Time: 60 Concrete Temp: 78 Ambient Temp: 74 °F ASTM C1064 °F ASTM C1064 Slump: 5.00 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. www.mtglinc.com MTGL Project #: IRKQEQ^ Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Ferris Square, Suite C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 IVIeridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio: 44917 Golf Center Pkwy, #1 Indio, CA 92201 Tel: 760.342.4677 Fax: 760.342.4525 Dispatch: 800.491.2990 Permit # C^\27l\\s\o^ DAILY INSPECTION REPORT DSA/CITY File#:_ Report #_ PG_ 0F_ DSA/OSHPD APPLi DSA/LEA#: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME mgvrb DATE ARCHITECT TIMEARRIVEO TIME DEPARTED ENGINEEfK _ CONTRACTOR "I T~) TTT [ TRAVELTIME LUNCHTIME CONTRACTOR SUB CONTRACTOR ADDRESS OF PROJECT INSPECTION ADDRESS TYPE OF INSPECTION [J ENGINEERED FILL ;: J FOUNDATION • BACKFILL • BATCH PLANT • PT CONCRETE • SHOTCRETE ^ CONCRETE [j IVIASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD • FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • NDESHOP • CEILING WIRE • • n DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PLANS YO NO SOIL REPORT YLJ ND SPECS: YO NTJ APPROVED SHOP DRAWING YD NO MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO, OR MATERIAL TEST REPORTS): ^ \ li CONTRACTORS EQUIPMENT/MANPOWER USED; p Q>oom ^ump (51^^ \ \/4>rc^W^ K^i/|(\ V)\5^ CV>guj o-v % AREA, GRID LINES, PIECES INSPECTED: STRUCTURAL NOTES, DStAIL, OR RFIS USED: \l REMARKS, INCLUDING MEHINGS: ^1' REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS ^ WAS NOT • Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS^ WAS NOTO N/AQ Performed in accordance with DSA/OSHPD/PROJECT approved documents. THE WORK INSPECTED MET^ DID NOT MEET • The requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: .Si>A.mg?^ \ 'S^V S Weather: CUW Temo: 10^ cc Project Architerf^. idinier Contractoi;^ Structural Engin^r- Buildirig^^rtment DSA RegioFiaTOffice' Owner School District- Signature of Special Inspector, ^Print N^me^. Certification #: Verified Corporate San Diego/Imperial County 2992 E La Palma Ave. Ste. A 6295 Ferris Square Ste. C Anaheim, CA 92806 San Diego, CA 92121 Tel: 714.632.2999 Tel: 858.537.3999 Fax: 714.632.2974 Fax: 858.537.3990 Dispatch: 800.491.2990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 1916/09 ^0 Permit # CBpAef^ 1^ lt> ^ Report # Page of DAILY INSPECTION REPORT DSA/CITY File# DSA/OSHPD AppL#_ DSA/LEA # Special Inspection Reports must be distributed to th© parties listed below within 14 days of the Inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection on a daily basis. Each report shall be completed and signed by the special Inspector conducting the Inspection. PROJECT NAME: Marbisa Resort Date: August 22, 2013 ARCHITECT Nogle Onufer Associates Architects TIME ARRIVED 7am TIME DEPARTED 1:30pm ENGINEER Burkett & Wong Engineers TRAVEL TIME LUNCH TIME CONTRACTOR Grand Pacific Resorts SUB CONTRACTOR Four Comers Concrete INSPECTION ADDRESS 1577 Marbrisa ct. Cartsbad, Ca. ADDRESS OF PROJECT same TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL BATCH PLANT • PT CONCRETE • SHOTCRETE MCONCRETE • MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD SOIL REPORT YON • • FIREPROOFING [] ANCHOR/DOWEL • NDE FIELD • NDE SHOP _ CEILING WIRE B-strotcrete • • DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y la N • SPECS: Y B N • APPROVED SHOP DRAWING Y • N • MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS); Superior 4000psi, 1" hard rock concrete, mix design # 938P CONTRACTORS EQUIPMENT/MANPOWER USED: Westem Concrete Pumping, 36 meter pump AREA, GRID LINES, PIECES INSPECTED: Sales BuiWing; Observed & verified the delivery & placing of 136 yards, 4000psi, 1" hard rock concrete fbr the construction of (2) spread footing for parking lot light standards, grade beam footings from 1 to 7.3 lines between A & J lines, thicken edge slab on grade in ttie hexagon pop out area. ASTM Sampling & testing; 1 set of (5) 4" X 8" cylinders were cast for compressive strength testing. STRUCTURAL NOTES, DETAIL OR RFIS USED: REMARKS, INCLUDING MEETINGS: Placed by Westem Concrete pumping, 36 meter pump, consolidated w/ mechanical vibration. Slab on grade construction ofthe sales building is on going. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS S WAS NOT • Inspected in accordance with the requirements ofthe DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS S WAS NOT • N/A • Perfonmed in accordance with DS/VOSPHD Project approved documents. PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET M DID NOT MEET • The requirements ofthe DS/VOSPHD Project approved documents. Samples taken: 1 set of (5) 4" X 8" cylinders Weather: sunny warm cc Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Temp: 78* ^nature of Special Inspector Matthew Jackson SD# 1031 (-"nnt Name Certification #: ICC 5269061 Verified by: www.mtglinc.com Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Ferris Square, Suite C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 IVIeridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio: 44917 Golf Center Pkwy, #1 Indio, CA 92201 Tel: 760.342.4677 Fax: 760.342.4525 Dispatch: 800.491.2990 MTGL Project*:. PG OF_L DAILY INSPECTION REPORT DSA/CITY File #:. DSA/OSHPD APPL il Permit i Report i Special Inspection Reports must be distributed to the parties listed below within 14 days ofthe inspection. Reports of non-compliant conditions must be distributed immediately Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. DSA/LEA n PROJECT NAME DATE 5 a»-/a ARCHITECT S 4 TIMEARRIVEO TIME DEPARTED ENGINEER arm ^ —. TRAVEL Tl 9.^ LUNCHTIME SUB COlfiyCTOR ^ CONTRASlpR INSPECTION ADDRESS ADDRESS OF PROJECT TYPE OF INSPECTION • ENGINEERED FILL r:] FOUNDATIOIM G BACKFILL • BATCH PLANT n PT CONCRETE • SHOTCRETE • CONCRETE • MASONRY n HIGH STRENGTH BOLTING O WELDING n SHOP WELD • FIREPROOFING EX ANCHOR/DOWEL • NDE FIELD • NDE SHOP • CEILING WIRE DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PLANS YCJ NQ SOIL REPORT YQ] N G SPECS: YQ ND APPROVED SHOP DRAWING Y[ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO, OR MATERIAL TEST REPORISJ: ^ . CONTRACTORS EOUIPMENT / MANPOWER USED: |\REA, GRID LINES, PIECES INSPECTED: . A s" /^KJ^ 5- -»C(>/ L liri^ C.5 u7.3/ 7.3 r.>J<- M/ ^lut. 7-3 ft. If STRUCTURAI^OTES, DETAIL, OR RFIS USED: REMARKS, INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAST$ WAS NOT • Inspected in accordance with the requirements ofthe DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WASn WAS NOT • N/AI^ Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contraclor Structural Engineer Building'Department DSA Regional Office Owner School District THE WORK INSPECTED MErsT DID NOT MEET • The requirements ofthe DSA/OSHPD/PROJECT approved documents. Samples taken:. Weather: Temp: Vo'-S iVi_k Signature of Special Inspector Certification #: X^C- Verified by: Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 8/21/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIHC CARLSBAD, L P. Set No.: 13-0468 File No.: Permit No.: Project No.: Project Name: CB12166 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 7/29/2013 4X8 12.57 56,980 4,530 Shear 28 8/19/2013 4X8 12.57 79,150 6,300 Cone & Split 28 8/19/2013 4X8 12.57 79,300 6,310 Cone & Split 28 8/19/2013 4X8 12.57 80,750 6,430 Cone & Split 28 H 8/19/2013 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MICHAEL BATES Location: SALES BUILDING - PAVILLION DECK ASTMC172 Date Sampled: 7/22/2013 Date Received: 7/25/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 38P Ticket No.: 112515 Water added at Site: 10.00 gaL By CONTRACTOR Cement Type: II/V Mix Time: 57 Remarks: Concrete Temp: 89 Ambient Temp: 72 °F ASTM C1064 "F ASTM C1064 Slump: 5.25 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L.P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. 6350 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway # 1, Indio, C A 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 8/21/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L P. Set No.: 13-0467 File No.: Permit No.: Project No.: Project Name: CB12166 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 7/29/2013 4X8 12.57 59,400 4,730 Shear 28 8/19/2013 4X8 12.57 83,440 6,640 Cone & Split 28 8/19/2013 4X8 12.57 81,580 6,490 Cone & Split 28 8/19/2013 4X8 12.57 84,370 6,710 Cone & Split 28 H 8/19/2013 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MICHAEL BATES Location: SALES BUILDING - PAVILLION DECK ASTMC172 Date Sampled: 7/22/2013 Date Received: 7/25/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 38P Ticket No.: 112496 Water added at Site: 10.00 gaL By CONTRACTOR Cement Type: II/V Mix Time: 61 Remarks: Concrete Temp: 88 Ambient Temp: 73 °F ASTM C1064 »F ASTM C1064 Slump: 5.00 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACinC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. SamValdez, R.C.E. 6610 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 8/21/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L P. Set No.: 13-0466 File No.: Permit No.: Project No.: Project Name; CB12166 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 7/29/2013 4X8 12.57 65,040 5,180 Cone & Split 28 8/19/2013 4X8 12.57 89,790 7,150 Cone & Split 28 8/19/2013 4X8 12.57 87,960 7,000 Cone & Split 28 8/19/2013 4X8 12.57 85,980 6,840 Cone & Split 28 H 8/19/2013 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MICHAEL BATES Location: SALES BUILDING - PAVILLION DECK ASTMCI72 Date Sampled: 7/22/2013 Date Received: 7/25/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 38P Ticket No.: 112482 Water added at Site: 10.00 gaL By CONTRACTOR Cement Type: Mix Time: 36 Remarks: Concrete Temp: 86 Ambient Temp: 70 °F ASTM C1064 °F ASTM C1064 Slump: 4.00 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L.P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. SamValdez, R.C.E. 7000 PSI 28-day compression test complies with the specifled strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Cityof Carisbad AUG 2 6 2013 BUILDING DIVISION Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 8/21/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIHC CARLSBAD, L P. Set No.: 13-0536 File No.: Permit No.: Project No.: Project Name: 1916A09 MARBRISA RESORT - CLUBHOUSE/POOLS 5500GRAND PACIFIC DRIVE CARLSBAD., CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 8/19/2013 4X8 12.57 48,070 3,830 Cone & Split 28 9/9/2013 4X8 12.57 28 9/9/2013 4X8 12.57 28 9/9/2013 4X8 12.57 28 H 9/9/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: DAN WEBB ASTM C172 Date Sampled: 8/12/2013 Date Received: 8/14/2013 Location: ELEVATOR WALL AT SUBGRADE ON NORTH SIDE AT VILLA 58 Concrete Supplier: SUPERIOR READY MIX Mix No.: 837P Ticket No.: 113154 Water added at Site: 5.00 gal. By CONTRACTOR Cement Type: II/V Mix Time: 40 Remarks: Concrete Temp: 84 Ambient Temp: 71 "F ASTM C1064 °F ASTM C1064 Slump: 4.25 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-:Z999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIHC CARLSBAD, L P. Set No.: 13-0468 C/ty Of Car/sbad MS 0 5 2013 Date Printed: 7/30/2013 BUILDING DIVISION File No.: Permit No.: Project No.: Project Name: CB12166 I916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 7/29/2013 4X8 12.57 56,980 4,530 Shear 28 8/19/2013 4X8 12.57 28 8/19/2013 4X8 12.57 28 8/19/2013 4X8 12.57 28 H 8/19/2013 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MICHAEL BATES Location: SALES BUILDING - PAVILLION DECK ASTMC172 Date Sampled: 7/22/2013 Date Received: 7/25/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 38P Ticket No.: 112515 Water added at Site: 10.00 gal. By CONTRACTOR Cement Type: Il/V Mix Time: 57 Remarks: Concrete Temp: 89 Ambient Temp: 72 °F ASTM C1064 °F ASTM C1064 Slump: 5.25 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 7/30/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACinC CARLSBAD, L P. Set No.: 13-0467 File No.: Permit No.: Project No.: Project Name: CB12166 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 7/29/2013 4X8 12.57 59,400 4,730 Shear 28 8/19/2013 4X8 12.57 28 8/19/2013 4X8 12.57 28 8/19/2013 4X8 12.57 28 H 8/19/2013 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MICHAEL BATES Location: SALES BUILDING - PAVILLION DECK ASTMC172 Date Sampled: 7/22/2013 Date Received: 7/25/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 38P Ticket No.: 112496 Water added at Site: 10.00 Cement Type: II/V Remarks: gal. By CONTRACTOR Mix Time: 61 Concrete Temp: 88 Ambient Temp: 73 "F ASTMC1064 °F ASTM C1064 Slump: 5.00 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACMC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 7/30/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIHC CARLSBAD, L P. A Set No.: 13-0466 File No.: Permit No.: Project No.: Project Name: CB12166 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 7/29/2013 4X8 12.57 65,040 5,180 Cone & Split 28 8/19/2013 4X8 12.57 28 8/19/2013 4X8 12.57 28 8/19/2013 4X8 12.57 28 H 8/19/2013 4X8 12.57 Specified Strength: 5,000 PSI Sampled By: MICHAEL BATES Location: SALES BUILDING - PAVILLION DECK ASTMC172 Date Sampled: 7/22/2013 Date Received: 7/25/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 38P Ticket No.: 112482 Water added at Site: 10.00 gal. By CONTRACTOR Cement Type: Mix Time: 36 Remarks: Concrete Temp: 86 Ambient Temp: 70 °F ASTM C1064 °F ASTM C1064 Slump: 4.00 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACMC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 7/30/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACMC CARLSBAD, L P. Set No.: 13-0407 File No.: Permit No.: Project No.: Project Name: 1916F09 MARBRISA RESORT - VILLA 69 (MATERIALS ON 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 7/9/2013 4X8 12.57 51,620 4,110 Cone & Shear 28 7/30/2013 4X8 12.57 85,700 6,820 Cone & Split 28 7/30/2013 4X8 12.57 84,350 6,710 Shear 28 7/30/2013 4X8 12.57 85,330 6,790 Cone & Split 28 H 7/30/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: SCOTT VAWSER Location: SLAB ON GRADE - GRID LINE G.5 / 5 ASTMC172 Date Sampled: 7/2/2013 Date Received: 7/3/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 111901 Water added at Site: gal. By Cement Type: Mix Time: 48 Remarks: Concrete Temp: 78 Ambient Temp: 73 »F ASTM C1064 »F ASTM C1064 Slump: 5.25 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. 6770 PSI 28-clay compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 7/30/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACMC CARLSBAD, L P. Set No.: 13-0406 File No.: Permit No.: Project No.: Project Name: 1916F09 MARBRISA RESORT - VILLA 69 (MATERIALS ON 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 7/9/2013 4X8 12.57 54,960 4,370 Columnar 28 7/30/2013 4X8 12.57 86,670 6,900 Cone & Split 28 7/30/2013 4X8 12.57 83,950 6,680 Cone & Split 28 7/30/2013 4X8 12.57 89,650 7,130 Shear 28 H 7/30/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: SCOTT VAWSER Location: FOOTING - GRID LINE J / 7.5 ASTMC172 Date Sampled: 7/2/2013 Date Received: 7/3/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 111874 Water added at Site: gal. By Cement Type: Mix Time: 57 Remarks: Concrete Temp: 77 Ambient Temp: 67 °F ASTM C1064 °F ASTM C1064 Slump: 4.75 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. 6900 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 7/30/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACMC CARLSBAD, L P. Set No.: 13-0405 File No.: Permit No.: Project No.: Project Name: 1916F09 MARBRISA RESORT - VILLA 69 (MATERIALS ON 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 7/9/2013 4X8 12.57 52,600 4,190 Cone & Shear 28 7/30/2013 4X8 12.57 91,010 7,240 Cone & Split 28 7/30/2013 4X8 12.57 92,240 7,340 Cone & Split 28 7/30/2013 4X8 12.57 87,510 6,960 Cone & Split 28 H 7/30/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: SCOTT VAWSER Location: FOOTING - GRID LINE L.5 / 1.5 ASTMC172 Date Sampled: 7/2/2013 Date Received: 7/3/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 111883 Water added at Site: 15.00 gal. By CONTRACTOR Cement Type: Mix Time: 51 Remarks: Concrete Temp: 76 Ambient Temp: 71 "F ASTM C1064 °F ASTM C1064 Slump: 5.25 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. 7180 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 7/30/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L P. Set No.: 13-0404 File No.: Permit No.: Project No.: Project Name: 1916F09 MARBRISA RESORT - VILLA 69 (MATERIALS ON 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 7/9/2013 4X8 12.57 56,320 4,480 Shear 28 7/30/2013 4X8 12.57 88,550 7,050 Cone & Split 28 7/30/2013 4X8 12.57 88,500 7,040 Cone & Shear 28 7/30/2013 4X8 12.57 90,410 7,190 Cone & Split 28 H 7/30/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: SCOTT VAWSER Location: SLAB ON GRADE - GRID LINE A.5 / 2 ASTMC172 Date Sampled: 7/2/2013 Date Received: 7/3/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 111912 Water added at Site: gal. By Cement Type: Mix Time: 41 Remarks: Concrete Temp: 76 Ambient Temp: 73 "F ASTM C1064 °F ASTM C1064 Slump: 4.50 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACMC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. 7090 PSI 28-day compression test complies with the specified strength. Corporate San Diego/Imperial County 2992 E La Palma Ave. Ste. A 6295 Ferris Square Ste. C Anaheim, CA 92806 San Dlego, CA 92121 Tel: 714.632.2999 Tel: 858.537.3999 Fax: 714.632.2974 Fax: 858.537.3990 Dispatch: 800.491.2990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491,2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 DAILY INSPECTION REPORT DSA/Cify File#:. MTGL PROJECT*: 1916E09 Permit # CB122166 Report # 1 Page 1 of 1 Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed Immediately. Separate reports shall be prepared for each type of special Inspection on a dally basis. Each report shall be completed and signed by the special Inspector conducting the inspection. DSA/OSHPD Appl. #. DSA/LEA # 44 PROJECT NAME; Marbrisa Resort - Sales Department Date: 7-22-2013 ARCHITECT: Nogle Onufer & Associates TIME ARRIVED : 06:30 TIME DEPARTED: 13:15 ENGINEER: Burkett & Wong TRAVEL TIME LUNCH TIME N/A CONTRACTOR: Grand Pacific SUB CONTRACTOR : INSPECTION ADDRESS : 1594 Marbrisa Cr, Carisbad ADDRESS OF PROJECT: 1594 Marbrisa Cr, Carisbad TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL • BATCH PLANT • PT CONCRETE • SHOTCRETE a CONCRETE DSA/OSHPD PROJECT APPROVED DOCUMENTS • MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD AVAILABLE APPROVED PLANS y • N • • FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • NDE SHOP SOIL REPORT Y • N • • CEILING WIRE • • • SPECS: Y • N • APPROVED SHOP DRAWING Y • N • MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS Superior Ready Mix 38P, SOOOpsi concrete CONTRACTORS EQUIPMENT/MANPOWER USED: AREA, GRID LINES, PIECES INSPECTED: Podium Deck STRUCTURAL NOTES, DETAIL OR RFIS USED. REMARKS, INCLUDING MEETINGS: Observed the placement of approx 265yds3, of Superior 38P, SOOOpsi concrete for the above noted location. Perfomned ACI testing, slump and temperature. Molded 3 sets of 5, 4x8 cylinders for compressive strength test. Concrete was mechanically vibrated during Placement. All work appears to tie in compliance, to the best of my knowledge witti CBC codes and standards. REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS E| WAS NOT • Inspected in accordance with the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WASH WAS NOT • N/A • PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET El DID NOT MEET The requirements ofthe DS/VOSPHD Project approved documents. Samples taken: Weather: Temp: Performed in accordance with DS/VOSPHD Project approved documents. Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Ow/ner Signature of Special Inspector Michael L. Bates rnni iName Certification #: ACI# 025714, ICC 5045958, RC, Masonry. Verified by:_ Corporate San Diego/lmperlal County 2992 E La Palma Ave, Ste. A 6295 Ferris Square Ste. C Anaheim, CA 92806 San Diego, CA 92121 Tel: 714.632.2999 Tel: 858.537.3999 Fax: 714.632.2974 Fax: 858,537.3990 Dispatch: 800.491.2990 Dispatch: 888.844.5060 Inland Eimpire 14467 Meridian Pkwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT*: 1916E09 City of Carlsb^||_Y INSPECTION osA/aty Rie* Permit #CB122166_ 2 9 2013 REPORT DSA/OSHPD AppL # DSA/LEA # 44 Report#lPage lof 1 Special Inspection Reports must b£iUiUjlOIN€pj3liVilSJ@J^ within 14 days of the Inspection. Reports of non-compliant conditions must be distributed Immediately. Separate reports shall be prepared for each type of special inspection on a dally basis. Each report shall be completed and signed by the special Inspector conducting the inspection. PROJECT NAME: Marbrisa Resort - Sales Department Date: 7-19-2013 ARCHITECT: Nogle Onufer & Associates TIME ARRIVED : 07:15 TIME DEPARTED: 09:15 ENGINEER: Buri<ett & Wong TRAVEL TIME LUNCH TIME N/A CONTRACTOR: Grand Pacific SUB CONTRACTOR: INSPECTION ADDRESS : 1594 Marbrisa Cr, Carisbad ADDRESS OF PROJECT: 1594 Marbrisa Cr, Carlsbad TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL • BATCH PLANT • PT CONCRETE • SHOTCRETE IE! CONCRETE • MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD • FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • NDE SHOP • CEILING WIRE • • • DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y • N • SOIL REPORT Y • N • SPECS: Y • N • APPROVED SHOP DRAWING Y • N • MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS CONTRACTORS EQUIPMENT/MANPOWER USED: AREA, GRID LINES, PIECES INSPECTED: F'odium Deck STRUCTURAL NOTES, DETAIL OR RFIS USED. REMARKS, INCLUDING MEETINGS: Arrived on-site for concrete placement at the above noted location. Concrete pump was broke down upon my arrival. Another pump was dispatched, however by the time the new pump arrived, the concrete was over 90minutes, or close to 90minutes. First 5 trucks were Rejected due to time. Concrete placement was cancelled shortly after. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS 13 WAS NOT • Inspected in accordance with the requirements of the DSA/OSPHD Project approved documents. MATERIAL SAMPLING WAS S WAS NOT • N/A • THE WORK INSPECTED MET IEI DID NOT MEET The requirements of the DS/VOSPHD Project approved documents. Samples taken: Weather: Temp: Performed in accordance with DS/VOSPHD Project approved documents. Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District Signature of Special Inspector Michael L. Bates Krint r^jame Certification #: ACI# 025714, ICC 5045958, RC, Masonry. Verified by:. Corporate 2992 E La Palma Ave, Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491,2990 San Diego/Imperial County Inland Empire 6295 Fems Square Ste, C San Diego, CA92121 Tel: 858.537,3999 Fax: 858.537,3990 Dispatch: 888,844.5060 14467 Meridian Piwy., Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax 951,653.4666 Dispatch: 800.491.2990 Indio 44917 Golf Center Pkwy., ae.1 Indio, CA 92201 Tel: 760.342.4677 Fax-760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT* ^^'^6FQ9 Pennit* DAILY INSPECTION REPORT DSA/CITY File # N/A DSA/OSHPD Appl. # N/A 1 of DSAfl.EA# N/A Report*] Page Special Inspection Reports must be distributed to the partes listed below within 14 days of the inspection. Reports of non-compNant conditians must be distrilHited immediately. Separate reports shall be prepared for each type of special Inspection on a dally basis. Each report shall be completed and signed by the special inspector conducting the Inspectton. PROJECT NAME: Marbrisa Resort Villa 69 Date: 7/16/2013 ARCHITECT TIMEARRIVEO 7.30 TIME DEPARTED i:OOPM ENGINEER TRAVELTIME 45 ^jn^tes LUNCHTIME ^o-Lunch CONTRACTOR SUBCONTRACTOR Mikes Metal Works INSPECTION ADDRESS 1594 Marbrisa Circle Carisbad Ca. ADDRESS OF PROJECT 1594 Marbrisa Circle Carisbad Ca. TYPE OF INSPECTION §ENGINEERED RLL FOUNDATION BACK FILL DSA/OSHPD PROJECT APPROVED DOCUMENTS I BATCH PLANT PT CONCRETE SHOTCRETE I CONCRETE MASONRY HIGH STRENGTH BOLTING M WELDING SHOP WELD AVAILABLE APPROVED PLANS Y DN • SOiLREPORTYTQNO iFIREPROOFING ANCHOR/DOWEL NDE FIELD NDE SHOP I CEIUNG WIRE SPECS: YQNn" APPROVED SHOP DRAWING Y |3 N • MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): N/A CONTRACTORS EQUIPMENT/MANPOWER USED: N/A /\REA, GRID LINES, PIECES INSPECTED: Between Grid H & F lines 1&2 STRUCTURAL NOTES, DETAIL OR RFIS USED See Detail 10 Sl.l REMARKS, INCLUDING MEETINGS: N/A REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS LJ WASNOT|S| Inspected in accordance with the requirements of the DS/VOSPHD Project approved documents. MATERIAL SAMPLING WASU WAS NOT Q I«4/AIEI Performed in accordance with DSA/OSPHD Project approved documents. PERCENT PROJECT COMPLETE: 100% THE WORK INSPECTED MET • DID NOT MEET t] The requirements of the DS/VOSPHD Project approved documents. Samples taken: N/A Weather: Overcast { Project Architect Structural Engineer DSA Regtorwl Office School District Contractor BulMing Department Owner mp: 70 F si^natuFe of Special Inspector Jesse J Galaviz CWI 10062021 QC1 EXP. 6/1/2016 Corporate 2992 E La Palma Ave Ste A Anaheim, CA 92806 Td: 714.632.2999 Fax: 714 632.2974 Dispatch: 800 491.2990 San Diego/Imperial County 6295 Ferris Square Ste C San Diego, CA 92121 Tel 858.537.3999 Fax: 858.537.3990 Dispatch: 888,844,5060 inland Empire 14467 Meridian Pkwy. Bldg 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951 653.4666 Dispatch: 800 491,2990 Indio 44917 Golf Center Pkwy,, Ste, 1 Indio. CA 92201 Tel: 760,342,4677 Fax:760.342.4525 Dispatch: 800.491.2990 DAILY INSPECTION REPORT CONTINUED of 2 PROJECT NAME: Marbrisa Resort Villa 69 ADDRESS OF PROJECT ^^^^.^^ ^^^^^ ^,,3 MTGL PROJECT*: 1916F09 Permit # DSA/CITY File # N/A DSA/OSHPD Appl # N/A Tuesday 7/16/2013 arrived at 7:00 AM and met with the general contractor Bart. Bart then lead me to the contractor's trailer. I reviewed the job specifications for the welding on a Steel frame for the elevator balcony. The balcony is made up of HSS 4''x4"xl/4" columns with HSS 8"x6"x 1/4" primary struts fastened by welding. The exterior (outside) frame is Miscellaneous Channel MC 1 Ox 25 with an arch and is also fastened by welding. provided continuous visual inspection of the welding between Grid H & F lines 1 & 2. Todays welding consisted of MC lOx 25 channel welded to HSS 8" x 6" x 1/4" on the 2nd floor level. I verified WPS (Welder Procedure Specification) WPS 04-F-E71T-8 for electrode being used materials welded and heat input. The welding was performed by Richard Aquirre. I verified Mr. Aquirre's weld certifications to AWS Dl .1 and they are current. Electrode used E71T-8 (NR 232 wire) which meets AWS AWS Seismic provisions. The Welding parameters are well with in the WPS designated range. All welding work has met the job specifications and the requirements for AWS Dl .1. Additional Notes or pictures: Steel Frame, work still in progress. 2nd Floor Arch welded and completed. 7/16/2013 signature CWI 10062021 Date of Report Certification Number Jesse Galaviz Print Name Jesse J Galaviz <^^IJKK>CVV1 1(X)62021 QC1 EXP. 6/1/2016 Corporate: Branch: Branch: Branch: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax:(714)632-2974 -,. i u J 6295 Ferris Square, Suite C, San Diego, CA 92121 CltV Of C3rlSD3Cl Tel: (858) 537-3999 Fax: (858) 537-3990 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 n ii OO 9fl1'l Tel: (951) 653-4999 Fax:(951)653-4666 *' ^" *' 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 BUILDING DIVISION Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 7/9/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L P. Set No.: 13-0407 File No.: Permit No.: Project No.: Project Name: 1916F09 MARBRISA RESORT - VILLA 69 (MATERIALS ON 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 7/9/2013 4X8 12.57 51,620 4,110 Cone & Shear 28 7/30/2013 4X8 12.57 28 7/30/2013 4X8 12.57 28 7/30/2013 4X8 12.57 28 H 7/30/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: SCOTT VAWSER Location: SLAB ON GRADE - GRID LINE G.5 / 5 ASTMC172 Date Sampled: 7/2/2013 Date Received: 7/3/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 111901 Water added at Site: gal. By Cement Type: Mix Time: 48 Remarks: Concrete Temp: 78 Ambient Temp: 73 °F ASTM C1064 °F ASTM C1064 Slump: 5.25 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 7/9/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L P. Set No.: 13-0406 File No.: Permit No.: Project No.: Project Name: 1916F09 MARBRISA RESORT - VILLA 69 (MATERIALS ON 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 7/9/2013 4X8 12.57 54,960 4,370 Columnar 28 7/30/2013 4X8 12.57 28 7/30/2013 4X8 12.57 28 7/30/2013 4X8 12.57 28 H 7/30/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: SCOTT VAWSER Location: FOOTING - GRID LINE J / 7.5 ASTMC172 Date Sampled: 7/2/2013 Date Received: 7/3/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 111874 Water added at Site: gal. By Cement Type: . Mix Time: 57 Remarks: Concrete Temp: 77 Ambient Temp: 67 °F ASTM C1064 °F ASTM C1064 Slump: 4.75 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 7/9/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIHC CARLSBAD, L.P. A Set No.: 13-0405 File No.: Permit No.: Project No.: Project Name: 1916F09 MARBRISA RESORT - VILLA 69 (MATERIALS ON 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 7/9/2013 4X8 12.57 52,600 4,190 Cone & Shear 28 7/30/2013 4X8 12.57 28 7/30/2013 4X8 12.57 28 7/30/2013 4X8 12.57 28 H 7/30/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: SCOTT VAWSER Location: FOOTING - GRID LINE L.5 / 1.5 ASTMC172 Date Sampled: 7/2/2013 Date Received: 7/3/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 111883 Water added at Site: 15.00 gaL By CONTRACTOR Cement Type: Mix Time: 51 Remarks: Concrete Temp: 76 Ambient Temp: 71 °F ASTM CI064 °F ASTM C1064 Slump: 5.25 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIHC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Subniitted, MTGL, Inc. Sam Valdez, R.C.E. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 7/9/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIHC CARLSBAD, L P. A Set No.: 13-0404 File No.: Permit No.: Project No.: Project Name: 1916F09 MARBRISA RESORT - VILLA 69 (MATERIALS ON 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 7/9/2013 4X8 12.57 56,320 4,480 Shear 28 7/30/2013 4X8 12.57 28 7/30/2013 4X8 12.57 28 7/30/2013 4X8 12.57 28 H 7/30/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: SCOTT VAWSER Location: SLAB ON GRADE - GRID LINE A.5 / 2 ASTMC172 Date Sampled: 7/2/2013 Date Received: 7/3/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 111912 Water added at Site: gal. By Cement Type: Mix Time: 41 Remarks: Concrete Temp: 76 Ambient Temp: 73 °F ASTM C1064 °F ASTM C1064 Slump: 4.50 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIHC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax; (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 7/9/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L P. Set No.: 13-0342 File No.: Permit No.: Project No.: Project Name: CB12166 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 6/18/2013 4X8 12.57 40,310 3,210 Shear 28 7/9/2013 4X8 12.57 66,800 5,320 Columnar 28 7/9/2013 4X8 12.57 70,080 5,580 Cone & Split 28 7/9/2013 4X8 12.57 68,850 5,480 Shear 28 H 7/9/2013 Specified Strength: 4,000 PSI Sampled By: SCOTT VAWSER Location: CAST IN PLACE WALL - GRID LINE P / 7.3 ASTMC172 Date Sampled: 6/11/2013 Date Received: 6/12/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 837P Ticket No.: 111310 Water added at Site: gal. By Cement Type: Mix Time: 66 Remarks: 1ST LIFT Concrete Temp: 77 Ambient Temp: 60 °F ASTM CI064 °F ASTM C1064 Slump: 4.50 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. 5460 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch; 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 7/9/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L P. Set No.: 13-0341 File No.: Permit No.: Project No.: Project Name: CB12166 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 6/18/2013 4X8 12.57 43,440 3,460 Columnar 28 7/9/2013 4X8 12.57 70,120 5,580 Columnar 28 7/9/2013 4X8 12.57 76,130 6,060 Cone & Split 28 7/9/2013 4X8 12.57 75,490 6,010 Shear 28 H 7/9/2013 Specified Strength: 4,000 PSI Sampled By: SCOTT VAWSER Location: CAST IN PLACE WALL - GRID LINE L /11.5 ASTMC172 Date Sampled: 6/11/2013 Date Received: 6/12/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 837P Ticket No.: 111324 Water added at Site: 10.00 gaL By CONTRACTOR Cement Type: Mix Time: 108 Remarks: 2ND LIFT Concrete Temp: 79 Ambient Temp: 62 °F ASTM C1064 °F ASTM C1064 Slump: 4.25 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIHC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. 5880 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 7/9/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIHC CARLSBAD, L P. Set No.: 13-0340 File No.: Permit No.: Project No.: Project Name: CB12166 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 6/18/2013 4X8 12.57 42,820 3,410 Cone & Split 28 7/9/2013 4X8 12.57 66,480 5,290 Shear 28 7/9/2013 4X8 12.57 67,500 5,370 Shear 28 7/9/2013 4X8 12.57 68,040 5,410 Shear 28 H 7/9/2013 Specified Strength: 4,000 PSI Sampled By: SCOTT VAWSER Location: COLUMNS ASTMC172 Date Sampled: 6/11/2013 Date Received: 6/12/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 837P Ticket No.: 111343 Water added at Site: 15.00 gaL By CONTRACTOR Cement Type: Mix Time: 85 Remarks: SECOND LIFT Concrete Temp: 79 Ambient Temp: 70 °F ASTM C1064 °F ASTM C1064 Slump: 5.25 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. 5360 PSI 28-day compression test complies with the specified strength. om^ , piSDateh:80a4 www.mtglinccom Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 491.2990 San Diego/Imperial County 6295 Ferris Square, Suite C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fa:<: 951.653.4666 Dispatch: 800.491.2990 Indio: 44917 Golf Center Pkwy, #1 Indio, CA 92201 Tel: 760.342.4677 Fax: 760.342.4525 Dispatch: 800.491.2990 MTGL Project #: Permit # C g IAI ^4 DAILY INSPECTION REPORT DS/VCITY File #:. DSA/OSHPD APPL #: Report #_ PG 0F_ DBA/LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. TYPE OF INSPECTION • ENGINEERED FILL :2 FOUNDATION :] BACKFILL n BATCH PLANT C PT CONCRETE •i^OTCRETE CONCRETE • MASONRY N HIGH STRENGTH BOLTING n WELDING • SHOP WELD • FIREPROOFING ANCHOR/DOWEL n NDE FIELD • NDESHOP • CEILING WIRE i yf 3H0PDR • • DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PLANS YL, SOIL REPORT Y SPECS: YD APPROVED SHtlP DRAWING Y LJ N^ CONTRACTORS EQUIPMENT / MANPOWER USED: AREA, GRID LINES, PIECES INSPECTED: STRUCTURAL NOTESTDETAIL, OR RFIS USED: | REMARKS, INCLUDII aA/n--r-e^ o- REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WASiC WASNOT uI Inspected in accordance with the requirements of the OSA/OSHPD/PROJECT approved documents. PERCENT PROJECT COMPLETE: CT appro MATERIAL SAMPLING WAS L: WAS NOT D N/AL Performed in accordance with DSA/OSHPD/PROJECT'approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MEH^ DID NOT MEET • The requirements of the DSA/(^HPD/PR0JECT approved documents. Samples I Weather: Corporate: San Dlego/lniperfal County 2992 E. La Palma Ave, Ste. A 6295 Ferris Square, Suite 0 Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 www.mtglinc.com Dispatch 800.491.2990 MTGL Proiect #: LVLJ^ JEPA^ Permit*_^<^_ B I Z2JLZS ) nc t San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 Meridian Pkw., Bldg. 2-A Riverside, GA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio: 44917 Golf Center Pkwy, #1 Indio, CA 92201 Tel: 760.342.4677 Fax: 760342.4525 Dispatch: 800.491.2990 DAILY INSPECTION REPORT DSA/CITY File #: Report # OF,. DSA/OSHPD APPL#: DSA/LEA#: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME / / DATE ^ ^3 . /3 ARCHITECT • 1 — TIME ARRIVED A M TIME DEPARTED ENGINEER —5-' ; j 1 i , 1 1 ^ TRAVELTIME 2 hr i LUNCH TIME CONTRACTOR^- ^ P ^ > / tl / SUBCONTRACTOR INSPECTION ADDRESS Vlli ADDRESS OF PROJECT , . i I TYPE OF INSPECTION n ENGINEERED FILL FOUNDATION BACK FILL • BATCH PLANT O PT CONCRETE Li SHOTCRETE • CONCRETE G IVIASONRY ll HIGH STRENGTH BOLTING K WELDING • SHOP WELD I l FIREPROOFING ANCHOR/DOWEL • NDE FIELD L; NDESHOP • CEILING WIRE n • OSA/OSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PLANS YK Ni SOIL REPORT YG ND SPECS: YIS ND APPROVED SHOP DRAWING Y55, NL MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAI TEST REPORTS! NIKACTOHS tUUIPMtNTi MANPUWtH UStB- , J AREA GRID LINES PIEpES INSPECTED! ' ill ^ ct frt't rCTURAL NpTJS, DETAIL, OR RFIS USED: ' STRUCTURAL NpTJS, DFTAII, OR RFIS USED, 1/. ^ 2 Z mCLUBII Li^ S t^.Z REMARKS, wai/o/TC (wefT/mes. i f I > ' ' T 0 / / REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS* WAS NOT 1 Inspected in accordance with the requirements ot the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WASD WAS NOTC N/AD Performed in accordance with DSA/OSHPO/PROJECT approved documents, CC Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED IVIET ^r 010 NOT MEET • The requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: Weather: , Temp:_ .nature of i^'-c^ut ri cial Inspector Print Name Certification #, <~ (t^ C S^l ^H; l£ ffeP Verified by: ^.<^^l--fi'Uy7^ /^^"^ Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway # 1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 City of Carlsbad JUN 1 7 2013 BUILDING DIVISION Date Printed: 6/14/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L.P. A Set No.: 13-0296 File No.: Permit No.: Project No.: Project Name: 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 5/24/2013 4X8 12.57 58.900 4,690 Cone & Shear 28 6/14/2013 4X8 12.57 76,020 6,050 Cone & Shear 28 6/14/2013 4X8 12.57 76,930 6,120 Shear 28 6/14/2013 4X8 12.57 72,680 5,780 Cone & Split 28 H 6/14/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: SCOTT VAWSER ASTM Cl72 Date Sampled: 5/17/2013 Date Received: 5/20/2013 Location: SALES DEPARTMENT INTERIOR FOOTING - GRID LINE M.3 / 9.5 Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 238972 Water added at Site: 5.00 gal. By CONTRACTOR Cement Type: Mix Time: 61 Remarks: Concrete Temp: 75 Ambient Temp: 65 °F ASTM C1064 °F ASTM C1064 Slump: 4.50 in. ASTM Cl43 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. 5980 PSI 28-day compression test complies with the specified strength. Corporate; 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway # 1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 6/14/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L P. A Set No.: 13-0292 File No.: Permit No.: Project No.: Project Name: 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) abs.) (psi) Fracture 7 5/24/2013 4X8 12.57 50,470 4,020 Cone & Split 28 6/14/2013 4X8 12.57 70,840 5,640 Cone & Split 28 6/14/2013 4X8 12.57 73,290 5,830 Cone & Split 28 6/14/2013 4X8 12.57 70,980 5,650 Cone & Split 28 H 6/14/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: SCOTT VAWSER ASTM C172 Date Sampled: 5/17/2013 Date Received: 5/20/2013 Location: SALES DEPARTMENT EXTERIOR FOOTING - GRID LINE L / 8 Concrete Supplier: SUPERIOR READY MIX Mix No.: 938? Ticket No.: 239019 Water added at Site: gal. By Cement Type: Mix Time: 67 Remarks: Concrete Temp: 87 Ambient Temp: 64 °F ASTM C1064 °F ASTM C1064 Slump: 4.50 in. ASTM Cl43 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. 5710 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway # 1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 6/14/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L.P. A Set No.: 13-0291 File No.: Permit No.: Project No.: Project Name: 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 5/24/2013 4X8 12.57 50,790 4,040 Cone & Shear 28 6/14/2013 4X8 12.57 76,940 6,120 Cone & Shear 28 6/14/2013 4X8 12.57 80,880 6,440 Cone & Split 28 6/14/2013 4X8 12.57 79,500 6,330 Cone & Split 28 H 6/14/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: SCOTT VAWSER ASTM C172 Date Sampled: 5/17/2013 Date Received: 5/20/2013 Location: SALES DEPARTMRNT EXTERIOR FOOTING - GRID LINE J /18 Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 238984 Water added at Site: gal. By Cement Type: Mix Time: 57 Remarks: Concrete Temp: 76 Ambient Temp: 64 °F ASTMC1064 "F ASTM C1064 Slump: 4.50 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. 6300 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax; (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel; (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway # 1, hidio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM C1019 Date Printed: 6/14/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L P. A Set No.: 13-0290 File No.: Permit No.: Project No.: Project Name: 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 5/24/2013 3X3X6 9.61 19,000 1,980 N/A 28 6/14/2013 3X3X6 9.00 31,250 3,470 N/A 28 6/14/2013 3X3X6 9.30 30,700 3,300 N/A 28 6/14/2013 3X3X6 9.61 26,000 2,710 N/A Specified Strength: 2,500 PSI Sampled By: SCOTT VAWSER Location: CMU WALL - SALES DEPARTMENT STAIRWELL ASTMC172 Date Sampled: 5/17/2013 Date Received: 5/20/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 6625G Ticket No.: 110576 Water added at Site: gal. By Cement Type: Mix Time: 107 Remarks: COURSE 7-14 Concrete Temp: 72 Ambient Temp: 64 °F ASTMC1064 °F ASTM C1064 Slump: 9.00 in. ASTM Cl43 Tested at: San Diego Distribution: GRAND PACIFIC CARLSB/U), L.P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. 2> Sam Valdez, R.C.E. 3160 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel; (858) 537-3999 Fax; (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel; (951) 653-4999 Fax; (951) 653-4666 Branch: 44917 Golf Center Parkway # 1, Indio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM C1019 Date Printed: 6/11/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L.P. Set No.: 13-0284 File No.: Permit No.: Project No.: Project Name: 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 5/21/2013 3X3X6 9.30 13,950 1,500 N/A 28 6/11/2013 3X3X6 9.00 23,700 2,630 N/A 28 6/11/2013 3X3X6 9.61 30,750 3,200 N/A 28 6/11/2013 3X3X6 9.30 25,600 2,750 N/A Specified Strength: 2,500 PSI Sampled By: RAMZI 3AMMA Location: CMU WALL - STAIR, LOBBY & RADIUS WALLS Concrete Supplier: SUPERIOR READY MIX Mix No.: 8665G Ticket No.: Water added at Site: gal. By Cement Type: Mix Time: mi Remarks: 1ST LIFT. 5' HIGH. ASTMC172 Date Sampled: 5/14/2013 Date Received: 5/17/2013 Concrete Temp: Ambient Temp: °F ASTM C1064 °F ASTM C1064 Slump: in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. 2> Sam Valdez, R.C.E. 2860 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch; 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch; 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch; 44917 Golf Center Parkway #1, hidio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 6/7/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIRC CARLSBAD, L P. Set No.: 13-0274 File No.: Permit No.: Project No.: Project Name: 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 5/17/2013 4X8 12.57 54,170 4,310 Cone & Shear 28 6/7/2013 4X8 12.57 79,050 6,290 Cone & Split 28 6/7/2013 4X8 12.57 84,030 6,690 Columnar 28 6/7/2013 4X8 12.57 78,890 6,280 Cone & Shear 28 H 6/7/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: SCOTT VAWSER Location: ELEVATOER PIT ONE - SALES BUILDING ASTMC172 Date Sampled: 5/10/2013 Date Received: 5/11/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 837P Ticket No.: 110345 Water added at Site: gal. By Cement Type: Mix Time: 90 Remarks: Concrete Temp: 70 Ambient Temp: 60 °F ASTM C1064 °F ASTMC1064 Slump: 4.50 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIHC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. 6420 PSI 28-day compression test complies with the specified strength. Corporate; Branch: Branch: Branch; 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax: (714) 632-2974 6295 Ferris Square, Suite C, San Diego, CA 92121 CltV Of CaflSbaCl Tel: (858) 537-3999 Fax: (858) 537-3990 ' 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 44917 Golf Center Parkway #1, hidio, CA 92201 Tel: (760) 342-4677 Fax; (760) 342-4525 BUILDING DIVISION JUN 1 0 2013 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 6/5/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIHC CARLSBAD, L P. Set No.: 13-0272 File No.: Permit No.: Project No.: 1916E09 Project Name: MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 5/15/2013 4X8 12.57 38,600 3,070 Cone & Split 28 6/5/2013 4X8 12.57 59,040 4,700 Cone & Split 28 6/5/2013 4X8 12.57 65,550 5,220 Cone & Shear 28 6/5/2013 4X8 12.57 59,520 4,740 Cone & Shear 28 H 6/5/2013 4X8 12.57 Specified Strength: 3,000 PSI Sampled By: RAMZI JAMMA Location: CMU WALL FOOTING - GRID LINE 6.2 - 6.5 / K - K.5 ASTMC172 Date Sampled: 5/8/2013 Date Received: 5/9/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 826P Ticket No.: 238366 Water added at Site: gal. By Cement Type: Mix Time: 65 Remarks: Concrete Temp: 80 Ambient Temp: 70 "F ASTM C1064 "F ASTMC1064 Slump: 4.00 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. 4890 PSI 28-day compression test complies with the specified strength. Corporate; 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch; 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel; (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, hidio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: BYCOR GENERAL CONTRACTORS Set No.: 13-0315 File No.: Permit N Project No Project Name City of Carlsbad JUN 1 0 2013 S^'L^Ji^gpiVISION Date Printed: 6/6/2013 CALIFORNIA BANK & TRUST - CARLSBAD 2501 P/d.OMAR AIRPORT ROAD CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 6/6/2013 4X8 12.57 30,890 2,460 Cone 28 6/27/2013 4X8 12.57 28 6/27/2013 4X8 12.57 28 6/27/2013 4X8 12.57 28 H 6/27/2013 4X8 12.57 Specified Strength: 3,000 PSI Sampled By: MIKE KINGERY Location: SIDEWALK - GRID LINE 1 / C Concrete Supplier: ROBERTSONS Mix No.: RS300T31 Ticket No.: 8730444 Water added at Site: gal. By Cement Type: Mix Time: 65 mi Remarks: ASTMC172 Date Sampled: 5/30/2013 Date Received: 6/3/2013 Concrete Temp: 79 Ambient Temp: 71 °F ASTM C1064 °F ASTM C1064 Slump: 4.25 in. ASTM C143 Tested at: San Diego Distribution: BYCOR GENERAL CONTRACTORS CITY OF CARLSBAD-BLDG INSPECTION DEPT. HUGHES MARINO **LAB COPY** Respectfully Submitted, MTGL, Inc. 2> Sam Valdez, R.C.E. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Pifl/ /%f ^•»»I*,U ^ Tel: (858) 537-3999 Fax: (858) 537-3990 *^iiy Ol VariSOaCI Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax:(951)653-4666 JIJM QO OnH Branch: 44917 Golf Center Parkway #1, Indio, C A 92201 U tuij Tel: (760) 342-4677 Fax: (760) 342-4525 BUILDING DIVISION Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 5/29/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIHC CARLSBAD, L P. Set No.: 13-0264 File No.: Permit No.: Project No.: Project Name: 1916F09 MARBRISA RESORT - VILLA 69 (MATERIALS ONL 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 5/8/2013 4X8 12.57 47,980 3,820 Cone & Shear 28 5/29/2013 4X8 12.57 77,740 6,190 Cone & Split 28 5/29/2013 4X8 12.57 79,930 6,360 Cone & Split 28 5/29/2013 4X8 12.57 79,750 6,350 Cone & Split 28 H 5/29/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By SCOTT VAWSER Location: VILLA 69 - ELEVATOR PIT ASTMC172 Date Sampled: 5/1/2013 Date Received: 5/2/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 238045 Water added at Site: gal. By Cement Type: Mix Time: 150 Remarks: Concrete Temp: 77 Ambient Temp: 63 °F ASTM C1064 °F ASTMC1064 Slump: 4.50 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIRC CARLSBAD, L.P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. 6300 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, hidio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 5/29/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIHC CARLSBAD, L.P. Set No.: 13-0263 File No.: Permit No.: Project No.: Project Name: 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 5/8/2013 4X8 12.57 50,910 4,050 Cone & Split 28 5/29/2013 4X8 12.57 51,650 4,110 Cone & Split 28 5/29/2013 4X8 12.57 52,980 4,220 Cone & Split 28 5/29/2013 4X8 12.57 52,830 4,200 Cone & Split 28 H 5/29/2013 4X8 12.57 Specified Strength: 3,250 PSI Sampled By SCOTT VAWSER Location: SALES DEPARTMENT - CMU RETAINING WALL ASTMC172 Date Sampled: 5/1/2013 Date Received: 5/2/2013 Concrete Supplier: Mix No.: 5596 Ticket No.: 238096 Water added at Site: Cement Type: Remarks: SUPERIOR READY MIX gal. By Mix Time: 101 Concrete Temp: 75 Ambient Temp: 68 °F ASTM C1064 °F ASTM C1064 Slump: 4.50 in. ASTM C143 Tested at: SanDiego Distribution: GRAND PACMC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. 4180 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax; (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, hidio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 5/29/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L P. Set No.: 13-0262 File No.: Permit No.: Project No.: Project Name: 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE C/JILSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 5/8/2013 4X8 12.57 50,840 4,050 Cone & Split 28 5/29/2013 4X8 12.57 76,030 6,050 Cone & Shear 28 5/29/2013 4X8 12.57 76,280 6,070 Cone & Split 28 5/29/2013 4X8 12.57 77,340 6,150 Cone & Split 28 H 5/29/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By SCOTT VAWSER Location: SALES DEPARTMENT - ELEVATOR PIT#1 ASTMC172 Date Sampled: 5/1/2013 Date Received: 5/2/2013 Concrete Supplier: Mix No.: 938P Ticket No.: 238070 Water added at Site: Cement Type: Remarks: SUPERIOR READY MIX gal. By Mix Time: 175 Concrete Temp: 77 Ambient Temp: 63 °F ASTM C1064 °F ASTM C1064 Slump: 4.50 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACinC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. 6090 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, hdio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 5/28/2013 CITY OF CAiRLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIHC CARLSBAD, L P. Set No.: 13-0296 File No.: Permit No.: Project No.: Project Name: 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 5/24/2013 4X8 12.57 58,900 4,690 Cone & Shear 28 6/14/2013 4X8 12.57 28 6/14/2013 4X8 12.57 28 6/14/2013 4X8 12.57 28 H 6/14/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: SCOTT VAWSER ASTM C172 Date Sampled: 5/17/2013 Date Received: 5/20/2013 Location: SALES DEPARTMENT INTERIOR FOOTING - GRID LINE M.3 / 9.5 Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 238972 Water added at Site: 5.00 gal. By CONTRACTOR Cement Type: Mix Time: 61 Remarks: Concrete Temp: 75 Ambient Temp: 65 °F ASTM C1064 °F ASTMC1064 Slump: 4.50 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACMC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, hdio, CA 92201 Tel; (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 5/28/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L P. Set No.: 13-0292 File No.: Permit No.: Project No.: Project Name: 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 5/24/2013 4X8 12.57 50,470 4,020 Cone & Split 28 6/14/2013 4X8 12.57 28 6/14/2013 4X8 12.57 28 6/14/2013 4X8 12.57 28 H 6/14/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: SCOTT VAWSER ASTM C172 Date Sampled: 5/17/2013 Date Received: 5/20/2013 Location: SABLES DEPARTMENT EXTERIOR FOOTING - GRID LINE L / 8 Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 239019 Water added at Site: gaL By Cement Type: Mix Time: 67 Remarks: Concrete Temp: 87 Ambient Temp: 64 °F ASTM C1064 °F ASTM C1064 Slump: 4.50 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACMC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, tadio, CA 92201 Tel; (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 5/28/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L.P. Set No.: 13-0291 File No.: Permit No.: Project No.: Project Name: 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 5/24/2013 4X8 12.57 50,790 4,040 Cone & Shear 28 6/14/2013 4X8 12.57 28 6/14/2013 4X8 12.57 28 6/14/2013 4X8 12.57 28 H 6/14/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: SCOTT VAWSER ASTM C172 Date Sampled: 5/17/2013 Date Received: 5/20/2013 Location: SALES DEPARTMRNT EXTERIOR FOOTING - GRID LINE J /18 Concrete Supplier: Mix No.: 938P Ticket No.: 238984 Water added at Site: Cement Type: Remarks: SUPERIOR READY MIX gal. By Mix Time: 57 Concrete Temp: 76 Ambient Temp: 64 °F ASTMC1064 °F ASTMC1064 Slump: 4.50 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632,-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway # 1, hidio, C A 92201 Tel; (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM C1019 Date Printed: 5/28/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L P. Set No.: 13-0290 File No.: Permit No.: Project No.: Project Name: 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 5/24/2013 3X3X6 9.61 19,000 1,980 N/A 28 6/14/2013 3X3X6 9.00 28 6/14/2013 3X3X6 9.00 28 6/14/2013 3X3X6 9.00 Specified Strength: 2,500 PSI Sampled By: SCOTT VAWSER Location: CMU WALL - SALES DEPARTMENT STAIRWELL ASTMC172 Date Sampled: 5/17/2013 Date Received: 5/20/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 6625G Ticket No.: 110576 Water added at Site: gal. By Cement Type: Mix Time: 107 Remarks: COURSE 7-14 Concrete Temp: 72 Ambient Temp: 64 °F ASTM C1064 °F ASTMC1064 Slump: 9.00 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACMC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. Corporate; 2992 E. La Pahna Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel; (858) 537-3999 Fax; (858) 537-3990 Branch; 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel; (951) 653-4999 Fax; (951) 653-4666 Branch; 44917 Golf Center Parkway # 1, hidio, C A 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM C1019 City of Carlsbad JUN 2 4 2013 BUILDING DIVISION Date Printed: 6/20/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L.P. Set No.: 13-0302 File No.: Permit No.: Project No.: Project Name: 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 28 6/20/2013 3X3X6 1023 30,050 2,940 N/A 28 6/20/2013 3X3X6 9.90 29,500 2,980 N/A 28 6/20/2013 3X3X5 9.60 36,100 3,760 N/A Specified Strength: 2,500 PSI Sampled By: MIKE KINGERY Location: LAST LIFT SALES BUILDING STAIRWAY ASTMC172 Date Sampled: 5/23/2013 Date Received: Concrete Supplier: SUPERIOR READY MIX Mix No.: 8665G Ticket No.: 239413 Water added at Site: gal. By Cement Type: Mix Time: 40 Remarks: Concrete Temp: 77 Ambient Temp: 66 °F ASTM C1064 °F ASTM C1064 Slump: 8.00 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. 3230 PSI 28-day compression test complies with the specified strength. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel; (858) 537-3999 Fax; (858) 537-3990 Branch; 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel; (951) 653-4999 Fax: (951) 653-4666 Branch; 44917 Golf Center Parkway #1, hidio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 6/18/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L.P. Set No.: 13-0342 File No.: Permit No.: Project No.: Project Name: 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 6/18/2013 4X8 12.57 40,310 3,210 Shear 28 7/9/2013 28 7/9/2013 28 7/9/2013 28 H 7/9/2013 Specified Strength: 4,000 PSI Sampled By: SCOTT VAWSER Location: CAST IN PLACE WALL 1ST LIFT P @ 7.3 ASTMC172 Date Sampled: 6/11/2013 Date Received: 6/12/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 837P Ticket No.: 111310 Water added at Site: gal. By Cement Type: Mix Time: 66 Remarks: Concrete Temp: 77 Ambient Temp: 60 °F ASTMC1064 °F ASTMC1064 Slump: 4.50 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. Corporate; 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel; (858) 537-3999 Fax; (858) 537-3990 Branch; 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel; (951) 653-4999 Fax; (951) 653-4666 Branch; 44917 Golf Center Parkway #1, hidio, CA 92201 Tel; (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 6/18/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L.P. A Set No.: 13-0341 File No.: Permit No.: Project No.: Project Name: 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 6/18/2013 4X8 12.57 43,440 3,460 Columnar 28 7/9/2013 28 7/9/2013 28 7/9/2013 28 7/9/2013 Specified Strength: 4,000 PSI Sampled By: SCOTT VAWSER Location: CAST IN PLACE WALL 2ND LIFT L @ 11.5 ASTMC172 Date Sampled: 6/11/2013 Date Received: 6/12/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 837P Ticket No.: 111324 Water added at Site: 10.00 gaL By CONTRACTOR Cement Type: Mix Time: 108 Remarks: Concrete Temp: 79 Ambient Temp: 62 °F ASTM C1064 °F ASTMC1064 Slump: 4.25 in. ASTM €143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. Corporate; 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax: (714) 632-2974 Branch; 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel; (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel; (951) 653-4999 Fax: (951) 653-4666 Branch; 44917 Golf Center Parkway #1, hidio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 6/18/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L P. Set No.: 13-0340 File No.: Permit No.: Project No.: Project Name: 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (Ibs.) (psi) Fracture 7 6/18/2013 4X8 12.57 42,820 3,410 Cone & Split 28 7/9/2013 28 7/9/2013 28 7/9/2013 28 H 7/9/2013 Specified Strength: 4,000 PSI Sampled By: SCOTT VAWSER Location: COLUMNS (10) SECOND LIFT ASTMC172 Date Sampled: 6/11/2013 Date Received: 6/12/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 837P Ticket No.: 111343 Water added at Site: 15.00 gal. By CONTRACTOR Cement Type: Mix Time: 85 Remarks: Concrete Temp: 79 Ambient Temp: 70 °F ASTMC1064 °F ASTM C1064 Slump: 5.25 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel; (858) 537-3999 Fax; (858) 537-3990 Branch; 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel; (951) 653-4999 Fax; (951) 653-4666 Branch: 44917 Golf Center Parkway # 1, hidio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM C1019 Date Printed: 6/18/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L.P. Set No.: 13-0300 File No.: Permit No.: Project No.: Project Name: 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 28 6/18/2013 3X3X5 9.00 36,000 4,000 N/A 28 6/18/2013 3X3X5 9.30 34,300 3,690 N/A 28 6/18/2013 3X3X5 9.30 28,650 3,080 N/A Specified Strength: 2,000 PSI Sampled By: HANS KLEHMET Location: 8" CMU ABOVE 12 " CMUNORTHWALL STAIRS ASTMC172 Date Sampled: 5/21/2013 Date Received: 5/23/2013 Concrete Supplier Mix No.: 6625G Ticket No.: Water added at Site: 10.00 Cement Type: Remarks: SUPERIOR READY MIX gaL By CONTRACTOR Mix Time: 65 Concrete Temp: 76 Ambient Temp: 70 °F ASTM C1064 °F ASTM C1064 Slump: 8.00 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. 3590 PSI 28-day compression test complies with the specified strength. Corporate; 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax; (858) 537-3990 Branch; 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel; (951) 653 -4999 Fax; (951) 653-4666 Branch; 44917 Golf Center Parkway # 1, hidio, C A 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 6/17/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L P. Set No.: 13-0296 File No.: Permit No.: Project No.: Project Name: 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 5/24/2013 4X8 12.57 58,900 4,690 Cone & Shear 28 6/14/2013 4X8 12.57 76,020 6,050 Cone & Shear 28 6/14/2013 4X8 12.57 76,930 6,120 Shear 28 6/14/2013 4X8 12.57 72,680 5,780 Cone & Split 28 H 6/14/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: SCOTT VAWSER ASTM C172 Date Sampled: 5/17/2013 Date Received: 5/20/2013 Location: SALES DEPARTMENT INTERIOR FOOTING - GRID LINE M.3 / 9.5 Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 238972 Water added at Site: 5.00 gal. By CONTRACTOR Cement Type: Mix Time: 61 Remarks: Concrete Temp: 75 Ambient Temp: 65 °F ASTM C1064 °F ASTM C1064 Slump: 4.50 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. 5980 PSI 28-day compression test complies with the specified strength. Corporate; 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax: (714) 632-2974 Branch; 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel; (858) 537-3999 Fax; (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel; (951) 653-4999 Fax; (951) 653-4666 Branch: 44917 Golf Center Parkway # 1, hidio, C A 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 6/17/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L P. A Set No.: 13-0292 File No.: Permit No.: Project No.: Project Name: 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 5/24/2013 4X8 12.57 50,470 4,020 Cone & Split 28 6/14/2013 4X8 12.57 70,840 5,640 Cone & Split 28 6/14/2013 4X8 12.57 73,290 5,830 Cone & Split 28 6/14/2013 4X8 12.57 70,980 5,650 Cone & Split 28 H 6/14/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: SCOTT VAWSER ASTM C172 Date Sampled: 5/17/2013 Date Received: 5/20/2013 Location: SALES DEPARTMENT EXTERIOR FOOTING - GRID LINE L / 8 Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 239019 Water added at Site: gal. By Cement Type: Mix Time: 67 Remarks: mm. Concrete Temp: 87 Ambient Temp: 64 »F ASTM C1064 °F ASTM C1064 Slump: 4.50 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. 5710 PSI 28-day compression test complies with the specified strength. Corporate; 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel; (858) 537-3999 Fax; (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel; (951) 653-4999 Fax; (951) 653-4666 Branch; 44917 Golf Center Parkway # 1, hidio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 6/17/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L P. A Set No.: 13-0291 File No.: Permit No.: Project No.: Project Name: 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE C/UILSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 5/24/2013 4X8 12.57 50,790 4,040 Cone & Shear 28 6/14/2013 4X8 12.57 76,940 6,120 Cone & Shear 28 6/14/2013 4X8 12.57 80,880 6,440 Cone & Split 28 6/14/2013 4X8 12.57 79,500 6,330 Cone & Split 28 H 6/14/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: SCOTT VAWSER ASTM C172 Date Sampled: 5/17/2013 Date Received: 5/20/2013 Location: SALES DEPARTMRNT EXTERIOR FOOTING - GRID LINE J /18 Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 238984 Water added at Site: gal. By Cement Type: Mix Time: 57 Remarks: Concrete Temp: 76 Ambient Temp: 64 °F ASTM C1064 °F ASTMC1064 Slump: 4.50 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. 6300 PSI 28-day compression test complies with the specified strength. Corporate; 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel; (714) 632-2999 Fax; (714) 632-2974 Branch; 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel; (858) 537-3999 Fax: (858) 537-3990 Branch; 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax; (951) 653-4666 Branch; 44917 Golf Center Parkway # 1, hidio, CA 92201 Tel; (760) 342-4677 Fax; (760) 342-4525 Report of: COMPRESSIVE STRENGTH-GROUT ASTM C1019 Date Printed: 6/17/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L.P. A Set No.: 13-0290 File No.: Permit No.: Project No.: Project Name: 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 5/24/2013 3X3X6 9.61 19,000 1,980 N/A 28 6/14/2013 3X3X6 9.00 31,250 3,470 N/A 28 6/14/2013 3X3X6 9.30 30,700 3,300 N/A 28 6/14/2013 3X3X6 9.61 26,000 2,710 N/A Specifled Strength: 2,500 PSI Sampled By: SCOTT VAWSER Location: CMU WALL - SALES DEPARTMENT STAIRWELL ASTMC172 Date Sampled: 5/17/2013 Date Received: 5/20/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 6625G Ticket No.: 110576 Water added at Site: gal. By Cement Type: Mix Time: 107 Remarks: COURSE 7-14 Concrete Temp: 72 Ambient Temp: 64 °F ASTM C1064 °F ASTM C1064 Slump: 9.00 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. 3160 PSI 28-day compression test complies with the specified strength. Corporate: San Dlego/lmperlal County 2992 E. La Palma Ave. Ste. A 6295 Ferris Square, Suite C Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 www.mtglinccom San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 IVIeridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fa.x: 951.653.4666 Dispatch: 800.491.2990 Indio: 44917 Golf Center Pkwy, #1 Indio, CA 92201 Tel: 760.342.4677 Fax: 760.342.4525 Dispatch: 800.491.2990 IVITGL Project #:. Permit Report i! DAILY INSPECTION REPORT DSA/CITY File #:. PG OF DSA/OSHPD APPL #:. DBA/LEA #: Special Inspection Reports nnust be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. TYPE OF INSPECTION J ENGIMEEREDFILL ] FOUNDATION : : BACKFILL r: BATCH PLANT PT CONCRETE • SHOTCRETE ^CONCRETE r: MASONRY r HIGH STRENGTH BOLTING L: WELDING r SHOP WELD • FIREPROOFING n ANCHOR/DOWEL n NDE FIELD n NDE SHOP " • CEILING WIRE • Nj/ HflPDR DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PLANS SOIL REPORT YL J NL SPECS: YD N APPROVED SH^P DRAWING YC MATERIALS USED BY CONTRACTOR {INCLUDE RESEARCH REPORT NQ. QR MATERIAL TEST REPORTS): \CTQRS EQUIPMENT / MANPOWER USED: I CONTRACTORS AREA, GRID LINES, PIECES INSPECTED: STRUCTURAL NOTES, DETAIL. OR RFIS USED: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WASj/'WAS NOT • Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS^WASNOTLj N/AC Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MElVf The requiremenLs. ^he^SA>OaHPD/PROJECi|hap Samples taken_^'> S^^S Q-\ Jt tL^Vl I / Temp: / V DID NOT MEET!: 'd documents. Weather: www.mtglinccom Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Ferris Square, Suite C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio: 44917 Golf Center Pkwy, #1 Indio, CA 92201 Tel: 760.342.4677 Fax: 760.342.4525 Dispatch: 800.491.2990 MTGL Project #: Permit # Report^ PG_ X 0F_ DAILY INSPECTION REPORT DSA/CITY File #:. DSA/OSHPD APPLi DSA/LEA^ Special Inspection Reports must be distributed to the parties listed below within 14 days ofthe inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME ARCHITECT lEEfi Ni TIMEARRIVEO i/tar^ TIME DEPARTED ENGINEI TRAVEL TIME LUNCHTIME CONTACTOR 25 ' SUB CONTRACTOR INSPECTION ADDRESS ADDRESS OF PROJECT TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACKFILL • BATCH PLANT n PT CONCRETE • SHOTCRETE n CONCRETE •grMASONRY n HIGH STRENGTH BOLTING • WELDING • SHOP WELD n FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • NDE SHOP • CEILING WIRE • • DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PLANS N • SOIL REPORT YD NL SPECS: Y^l Ni:i APPROVED SHOP DRAWING Y • N • MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NQ. QR MATERIAL TKiREPQRTS): . .> CONTRACTORS EQUIPMENT / MANPOWER USED: AREA, GRID LINES, PIECES INSPECTED: \j\f^ STRUCTURAL NOTES, OETAIL, OR RFIS USED: Q REMARKS SEX <S. INCLUDING MEETINGS: p . (- I P i I i / REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS^ WAS NOTO Inspected in accorcfance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS'^WASNOTD N/AD Performed in accordance withi)SA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET]^ DID NOT MEET • The requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: 3 ^ Weather: Cjovf" Temp: CgO S ^rint Name Certification #: Verified by:_ M www.mlolinc.com Ml LiL Proiect #: y^^/^-/^^9 Permit #„//Z/6 4 Report # PG_^ / OF^Z. Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diegojlmperlal County 6295 Ferris Square, Suite C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 IVIeridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio: 44917 Golf Center Pkwy,#1 Indio, CA 92201 Tei: 760.342.4677 Fax: 760342.4525 Dispatch; 800,491.2990 DAILY INSPECTION REPORT DSA'CITYRlei DSA/OSHPD APPL#:_ DSA/LEA/ Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME ARCHITECT ENBiNEtR R/?iS»<: .</7<t< r,<rjr^ TIME ARRIVED TIME DEPARTED^ ITDrtr'THD TRAVEL TIME INCH TIME CONTRACTOR 6,^/9^/0 F^cr/r,c /€,cjsa>e7:f SUI3 CONTRACTOR IhSPECTION ADDRESS ADDRESS OF PROJECT MASONRY HIGH STRENGTH BOLTING L_ WELDING LJ SHOP WELD TYPE OF INSPECTION r; ENGINEERED FILL L: FOUNDATION V. BACK FILL r BATCH PLANT PT CONCRETE ::. SHOTCRETE i CONCRETE : FIREPROOFING ANCHOR/DOWEL ; NDE FIELD ' NDE SHOP • CEILING WIRE DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PLANS Y [ SOIL REPORT YH N Nu SPECS: Yn N: : APPROVED SHOP DRAWING YLi Nf] MATERIALS USED BY CONTRACTOR. (INCLUDE RESEARCH REPORT ND OR MATERIAL TEST REPORTS): CONTRACTORS EfiUIPiWif / MANPOWER USED: 7 ^ ^ AREA, GRID LINES PIECES INSPECTED. STRUCTURAL NOTES, DETAIL, OR RFIS USED: REMARKS. INCLUBINB HinWBS: REWORK AS PERCaiT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS ?! WAS NOT • Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS^WASNOTG N/ALJ Performed in accordance with OSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET^^ID NOT MEET • The requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: / Jiv^ V d/ie> a 7 Weather: A^TZ Y Temn: 7o '/^ Signature of Special Inspector Mc£/fj^ / Certification i. Verified by: Print Name www.mtglinc.conn Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Ferris Square, Suite C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch; 888,844.5060 Inland Empire: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio: 44917 Golf Center Pkwy, #1 Indio, CA 92201 Tel: 760.342.4677 Fax: 760.342.4525 Dispatch: 800.491.2990 MTGL Project #:. Permit #_, ^ S { I Z j ^Cs> Report # PS )„_ OF } DAILY INSPECTION REPORT DS| DSA/OSHPD APPL DSA/LE/MAY 2 8 2013 Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compljesj WPt^W/KM^' distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signe(ffi}l1fepgi'iwitopEl|V^S|iQ|S||the inspection. PROJECT NAME Ay ARCHITECT^^ ^ DATE TIME ARRIVED TIME DEPARTED ENGINEER TRAVELTIME t LUNCH TIME SUB CONTRACTOR 5 INSPECTION ADDR6SS TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL ADDRESS OF PRO.JECT / . 1 j • BATCH PLANT n PT CONCRETE U SHOTCRETE 35 CONCRETE MASONRY n HIGH STRENGTH BOLTING • WELDING • SHOP WELD • FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • NDE SHOP C CEILING WIRE C L DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PUNS YiS;. N • SOIL REPORT YJ*, N[ SPECS: Y1& ND APPROVEO SHOP DRAWING YG ND MATERI^ USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERWLTESr REPORTS): \ / C d :T0RS EQUIPMENT/MANPOWER USED: X CONTRACTORS EOUIPMENT / MANPOWER USED: S.t,s fiu-<-^' AREA.Ji^lD LINES, PIECES IliSPECTED: LINES, PIECES INSF STRUCTURAL NOTES, DETAIL OB RFIS USED: REMARKS, mCLUBlNG MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WASjS( WAS NOT H Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS A WAS NOT U N/A • Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET^ DID NOT MEET Ll The requirements of the DSA/QSHPCWPROJECT approved dociipients. ^ Samples taken: f'S^Tof G,^g*^-.>Tg yf--^ Weather ( ^ ^ ITemn- "T/^ « v/ Print Name Certification #: Verified by: www.mtglinccom Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.421.2990 MTGL Project #. Permit! Reporti San Dlego/lmperlal County 6295 Ferris Square, Suite C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio: 44917 Golf Center Pkwy, #1 Indio, CA 92201 Tel: 760.342.4677 Fax: 760.342.4525 Dispatch: 800.491.2990 DAILY INSPECTION REPORT DSA/CITY File #: DS, PG. 0F_ DSA/LEA|^AY 2 8 2013 Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately Separate reports shall be prepared for eajttTjipe of special inspection, on § daily basi^ Each repcfl shall be completed and signed bByfctHN(ir'S'IVf$jfl''M^^ inspection. ieparate reports shall be prepared for eaglf^pe of speyat inspection, on | daily basi^Each repiyt shall be completed and signi """t^ r Ov nd I PvC l4 IC S0| I p ^ ]>g S - / 7 - ARCHITECT ^"^ ' ^ ITIMI ARRIVED P ^ 3 TIME DEPARTED ENGINEER TRAVELTIME CONTRACTOR / x/' r\ ifK \ C^/^ C \ ^ \ ^' SUB CONTRACTOR TYPE OF INSPECTION • BATCH PLANT ^^^'^SONRY • ENGINEERED FILL nPT CONCRETE -^Q HIGH STRENGTH BOLTING LUNCHTIME TYPE OF ENGINEERED • FOUNDATION • BACKFILL • SHOTCRETE • CONCRETE MASONRY STRENGTH BOLTING • WELDING • SHOP WELD • FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • NDESHOP • CEILING WIRE • • SPECS: YD N/f APPROVED SHOP DRAWING YD DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PLANS YJ^NQ SOIL REPORT YON MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): Sup-en or Qr^ot ^^'-^ (i V^y CONTRACTORS EQUIPMENT / MANPOWER USED: j T -7__ 1 LJ T AREA GRID LINES, PIECES INSPECTED: STRUCTURAL NOTES, DETAIL. OR RFIS USED: REMARKS, INCLUDING MEETINGS: •temp, m \ Vr our '^yL sper\tTify]5 REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS^ WAS NOTO Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS^WASNOTI: N/AQ Performed in accordance witW^DSA/OSHPO/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District PERCENT PROJECT COMPLETE: THE WORK INSPECTED MElVT DID NOT MEET • The requirements of the DSA/DSHPD/PFtOJECT approved documents. Samples ti Weather:. Certification #: I Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 491.2990 www.mtglinCjCqj MTGL Project*: r Permit # Report # Special Inspection Reports must be distnbuted to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately Separate reports shall be prepared for eacl/type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. San Diego/lmperlal County 6295 Ferris Square, Suite C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio: 44917 Golf Center Pkwy, #1 Indio, CA 92201 Tel: 760.342.4677 Fax: 760.342.4525 Dispatch: 800.491.2990 DAILY INSPECTION REPORT DSA/CITY File #:_ DSA/OSHPD APPL #: PG_ OF. DSA/LEA ii Separate reports shall be prepared for eacjp^pe of special inspection, oji_a daily basis, ^ac DATE TIMEARRIVEO TIME DEPARTSr ENGINEER LUNCH TIME CONTRACTOR SUB CONTRACTOR MO\rbrvSo^ Cirri; INSPECTI ADDRESS OF PROJECT nPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACKFILL BATCH PLANT ;i PT CONCRETE OTCRETE "CONCRETE MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD • FIREPROOFING • ANCHOR/DOWEL G NDE FIELD • NDESHOP • CEILING WIRE • • • DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PLANS Y SOIL REPORT YQ ND SPECS: YD N APPROVED SHtJP DRAWING YD MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OB MATERIAL TEST REPORTS): CONTRACTORS EQUtMENT/ MANPOWER USED: ' I ' ^ AREA, GRID LINES, PIECES INSPECTED: STRUCTURAL NOTES, DETAIL. OR RFIS USED: 'ptem/t^ vjzn-f',<I C^MAQ-CI rYiyVvrip.CiQio.^fc i Sfts REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK INSPECTED METJ^iD NOT MEET D The requirements of the DSA/OSHPD/PROJECT approved documents. Samples tal THE WORK WA5« WAS NOT D Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS^WAS NOT D N/AT Performed in accordance wjjnDSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regiopal Office Owner School District Weather: Certification -OT f?7s www.mtglinccom Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Ferris Square, Suite C San Diego, CA 92121 Tei: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio: 44917 Golf Center Pkwy,#1 Indio, CA 92201 Tel: 760.342,4677 Fax: 760.342.4525 Dispatch: 800.491.2990 MT6L Project #:_ Permit*. Report #. DAILY INSPECTION REPORT DSA/CITY File #: PG. OF. OSA/OSHPO APPL #:„ DSA/LEA#: ___ Special Inspection Reports must be distributed to the parties listed below within 14 days ot the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspecfion. PROJECT NAME, DATE ARCHITECT TIMEARRIVEO 7,Ox.-AM TIME DEPARTED ENGINEER TRAVEL TIME LUNCHTIME <^ro^ P^c.<f^*i^ flts-^,-t —————————————— —— CONTRACTOR SUBCONTRACTOR INSPECTION AODRESSr' TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL ^ ADCRESS Of PROJECT , ~ ^5 9*-/ Kf a.if loirL'^A. • C^i. A %l^ CA • BATCH PLAI • PT CONCRETE • SHOTCRETE • CONCRETE » MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD • FIREPROOFING • ANCHOR/OOWEL • NDE FIELD • NDE SHOP • CEILING WIRE • • _____ • DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PLANS Y^C N • SOIL REPORT YO ND SPECS: Y« ND APPROVED SHOP DRAWING YD ND MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTORS EQUfPMENT / MANPOWER USED;, p AREA^GRID LINES, PIECEj^lNSPECTED: EilNSPECTED: i i . y . / / X • t Lift r /fa <r Ay STRUCTURAL NOTES, DETAIL, OR RFIS USED: \HH^mCLUOIHe MEETINGS: .j ^ „ i ' 7 T V ZfT REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS*. WAS NOT • Inspected in accordance with the requirements of the DSA/OSHPO/PROJECT approved documents. MATERIAL SAMPLING WAS S WAS NOT • N/A G Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED METK DIDNOTMEETD The requirements of the DSA/OSHPO/PROJECT approved documents. Samples taken: _^ / ?<• fa f A Weather: ^ -.3^re of SI Certification #: Verified by: www.mtglinc MTGL ProjecL Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 00.491.2990 San Diego/Imperial County 6295 Ferris Square, Suite C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio: 44917 Golf Center Pkwy #1 Indio, CA 92201 Tel: 760.342.4677 Fax: 760.342.4525 Dispatch: 800.491.2990 DAILY INSPECTION REPORT DSA/CITY File #: DSA/OSHPD APPL#: Report #_ OF. DSA/LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately Separate reports shall he prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME DATE ARCHITECT TIME ARRIVED TIME DEPARTED ENGINEER TRAVEL TIME LUNCH TIME CONTRACTOR SUB CONTRACTOR INSPECTION ADDRfSj TYPE OF INSPECTION • ENGINEERED FILL G FOUNDATION G BACKFILL D BATCH PL4NT G PT CONCRETE HOTCRETE OONCRETE D MASONRY D HIGH STRENGTH BOLTING n WELDING G SHOP WELD D FIREPROOFING G ANCHOR/DOWEL D NDE FIELD G NDE SHOP 5yOP DR G CEILING WIRE D D D DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PLANS Y, SOIL REPORT Y[ ND SPECS: YD N APPROVED StftfP DRAWING YD MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NQ. OR MATERIAL TEST REPORTS): CONTRACTORS ^UIPMENT/ MANPOWER USED: f AREA, GRID LINES. PIECES INSPECTED: 1 STRUCTURAL NOTES, DETAIL, QR RFIS USED: REMARKS, INCLUDING MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPL£TE: THE WORK W^D WAS NOT • Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WASD WAS NOT G N/A Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MElTD DID NOT MEET [ The requirements oi^jj^^SSA/OSHPD/PRgjECT approved documents. Samples talj WeatI Certification Verified by:. www.mtglinccom Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 I2ia)aich>800.49i .2990 San Diego/Imperial County 6295 Ferris Square, Suite C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio: 44917 Golf Center Pkwy, #1 Indio, CA 92201 Tel: 760.342.4677 Fax: 760.342.4525 Dispatch: 800.491.2990 MTGLProjert&! Permit # Reports DAILY INSPECTION REPORT DSA/CITY File #: DSA/OSHPD APPL #: PG. OF. DSA/LEA#: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately Separate reports shall be prepared for each type of special ins^gjtion, on a dai^ basis. Each report shall be completed and signed by the special inspector conducting the inspection. TIMEARRIVEO TIME DEPARTED TRAVELTIME LUNCH TIME SOU SUB CONTRACTOR ADDRESS OF PROJECT ^„^^/ TYPE OF INSPECTION G ENGINEERED FILL G FOUNDATION G BACK FILL BATCH PLANT PT CONCRETE SHOTCRETE CONCRETE ASONRY G HIGH STRENGTH BOLTING G WELDING G SHOP WELD D FIREPROOFING G ANCHOR/DOWEL G NDE FIELD G NDE SHOP G CEILING WIRE D D D DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE: . APPROVED PLANS \l SOIL REPORT Yl SPECS: YD APPROVED SITOP DRAWING Y^ N D CONTRACTORS EQU jMEff / MANPOWER US?D: ' STRUCTURAL NOTES, DETAI.. QR RFIS USED: REMARKS. INCLUDING flEETINGS: C]9 pev. REWORK AS PERCENT OF ALL WORK TODAY; PERCENT PROJECT COMPLETE: THE WORK WA^.»^WASNOTD Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WASD WAS NOTG Hlk^C Performed in accordance with DSA/OSHPD.'PROJEOT approved documents. CC Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School Distnct THE WORK INSPECTED MpC DID NOT MEET G The requirements of the DsX/OSHPD/PROJECT approved documents. Samples t^. Weather: Certification Verified by: www.mtglinc.coi Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 itch: 8pa,491.2990 MTGL Project^: Permit I San Diego/lmperlal County 6295 Ferris Square, Suite C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio: 44917 Golf Center Pkwy #1 Indio, CA 92201 Tel: 760.342.4677 Fax: 760.342.4525 Dispatch: 800.491.2990 DAILY INSPECTION REPORT DSA/CITY File #:_ Report #_ PG. OF. DSA/OSHPD APPL #:_ DSA/LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately Separajf imports shall^be prepared for each type of sgecial inspaUign, on a daily basis. Each report shall be completed and signed bythe special inspector conducting the inspection. pe completed ana signed oythi TYPE OF INSPECTION G ENGINEERED FILL G FOUNDATION G BACKFILL 'G BATCH PLANT PT CONCRETE OTCRETE CONCRETE G MASONRY G HIGH STRENGTH BOLTING G WELDING G SHOP WELD G FIREPROOFING G ANCHOR/DOWEL G NDE FIELD D NDESHOP CEILING WIRE Wj/ SPECS: YGJ^ y APPRm/FD RHflP r D D D DSA/OSHPD/PROJECT: AVAILABLE: / SOIL REPORT YD N APPROVED DOCUMENTS: APPROVED PLANS Y N C APPROVED SHOP DRAWING YF MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NQ. OR MATERIAL TEST REPORTS): Ho'oo PS AREA GRID LINES, PIECES INSPECTED: STRUCTURAL NOTES, DETAIL, OR RFIS USED: REMARKS, INCLUDING MEETINGS: cocu REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: METjS^ SA/t58HPP THE WORK WA§,0'WASNOTL Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS^ WAS NOT G N/AG Performed in accordance witfi DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET The requirement^t^ qS^^£HPi Samples talt^n: t^'^TT^'' I Weather: DID NOT MEET G |/[?EI9JECT approved documents. Verified by: www.mtglinccom Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 80(L491.2990 San Diego/Imperial County 6295 Ferris Square, Suite C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio: 44917 Golf Center Pkwy, #1 Indio, CA 92201 Tel: 760.342.4677 Fax: 760.342.4525 Dispatch: 800.491.2990 MTGL Project #:. Permit DAILY INSPECTION REPORT DSA/CITY File #:. DSA/OSHPD APPL#:. Report #_ PG OF. DSA/LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. DATE TIME ARRIVED 5-7-TIME DEPAR' TRAVEL TIME LUNCH TIME SUB CONTRACTOR INSPECTIOlTAlDRI ADDRESS OF PROJEcV i\/5t.^'tQ(v' TYPE OF INSPECTION G ENGINEERED FILL G FOUNDATION G BACK FILL BATCH PLANT PT CONCRETE SHOTCRETE CONCRETE /• I MASONRY HIGH STRENGTH BOLTING WELDING D SHOP WELD G FIREPROOFING D ANCHOR/DOWEL G NDE FIELD • NDE SHOP D CEILING WIRE r SPECS: YD NG/ APPROVED SHOP DRAWING Y DSA/OSHPD,^'ROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PLANS YL/ND SOIL REPORT YD N I |T^^ 1^ Bi^jTR|!^^W6^U|WffSE/|l^l CONTRACTUS ^UIPMEI^T/ MSWPQWER USED; CRTS): AREA, GRID LINES, PIECES INSPECTED: STRUCTURAL NOTES, DETAIL, OR RFIS USED: m%milUDIHGMEETmGS-J f% J , REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS<G WAS NOT D Inspected in aqp<(rdance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WASD WAS NOTG N/AD Performed in accordance with DSA/OSHPD/PROJECT approved documents. CC Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MELK DID NOT MEET • The requirements of the DSA/OSHPO/PROJECT approved documents. Samples] Weather:! Certification Verified by: Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 City of Carlsbad MAY 2 0 2013 BUILDING DIVISION Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 5/17/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACMC CARLSBAD, L P. Set No.: 13-0272 File No.: Permit No.: Project No.: Project Name: 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) Obs.) (psi) Fracture 7 5/15/2013 4X8 12.57 38,600 3,070 Cone & Split 28 6/5/2013 4X8 12.57 28 6/5/2013 4X8 12.57 28 6/5/2013 4X8 12.57 28 H 6/5/2013 4X8 12.57 Specified Strength: 3,000 PSI Sampled By: RAMZI JAMMA Location: CMU WALL FOOTING - GRID LINE 6.2 - 6.5 / K - K.5 ASTMC172 Date Sampled: 5/8/2013 Date Received: 5/9/2013 Concrete SuppHer: SUPERIOR READY MIX Mix No.: 826P Ticket No.: 238366 Water added at Site: gal. By Cement Type: Mix Time: 65 Remarks: Concrete Temp: 80 Ambient Temp: 70 °F ASTM C1064 °F ASTM C1064 Slump: 4.00 in. ASTM C143 Tested at: SanDiego Distribution: GRAND PACIRC CARLSBAD, L.P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Subniitted, MTGL, Inc. Sam Valdez, R.C.E. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 5/17/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L P. Set No.: 13-0274 File No.: Permit No.: Project No.: Project Name: 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 5/17/2013 4X8 12.57 54,170 4,310 Cone & Shear 28 6/7/2013 4X8 12.57 28 6/7/2013 4X8 12.57 28 6/7/2013 4X8 12.57 28 H 6/7/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: SCOTT VAWSER Location: ELEVATOER PIT ONE - SALES BUILDING ASTMC172 Date Sampled: 5/10/2013 Date Received: 5/11/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 837P Ticket No.: 110345 Water added at Site: gal. By Cement Type: Mix Time: 90 Remarks: Concrete Temp: 70 Ambient Temp: 60 °F ASTM C1064 "F ASTM C1064 Slump: 4.50 in. ASTM Cl43 Tested at: San Diego Distribution: GRAND PACIHC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. SamValdez, R.C.E. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 City of Carlsbad MAY 13.2013 BUILDING DIVISION Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 5/9/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L.P. Set No.: 13-0264 File No.: Permit No.: Project No.: 1916F09 Project Name: MARBRISA RESORT - VILLA 69 (MATERIALS ON 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 5/8/2013 4X8 12.57 47,980 3,820 Cone & Shear 28 5/29/2013 4X8 12.57 28 5/29/2013 4X8 12.57 28 5/29/2013 4X8 12.57 28 H 5/29/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: SCOTT VAWSER Location: VILLA 69 - ELEVATOR PIT ASTMC172 Date Sampled: 5/1/2013 Date Received: 5/2/2013 Concrete SuppHer: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 238045 Water added at Site: gal. By Cement Type; Mix Time: 150 Remarks: Concrete Temp: 77 Ambient Temp: 63 °F ASTM C1064 "F ASTM C1064 Slump: 4.50 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIHC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Subniitted, MTGL, Inc. SamValdez, R.C.E. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 5/9/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIHC CARLSBAD, L.P. A Set No.: 13-0263 File No.: Permit No.: Project No.: Project Name: 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 5/8/2013 4X8 12.57 50,910 4,050 Cone & Split 28 5/29/2013 4X8 12.57 28 5/29/2013 4X8 12.57 28 5/29/2013 4X8 12.57 28 H 5/29/2013 4X8 12.57 Specified Strength: 3,250 PSI Sampled By: SCOTT VAWSER Location: SALES DEPARTMENT - CMU RETAINING WALL ASTMC172 Date Sampled: 5/1/2013 Date Received: 5/2/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 5596 Ticket No.: 238096 Water added at Site: gal. By Cement Type: Remarks: Mix Time: 101 Concrete Temp: 75 Ambient Temp: 68 °F ASTM C1064 °F ASTM C1064 Slump: 4.50 in. ASTM Cl43 Tested at: SanDiego Distribution: GRAND PACIHC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Subinitted, MTGL, Inc. SamValdez, R.C.E. Corporate: 2992 E. La Palma Avenue, Suite A, Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Branch: 6295 Ferris Square, Suite C, San Diego, CA 92121 Tel: (858) 537-3999 Fax: (858) 537-3990 Branch: 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel: (951) 653-4999 Fax: (951) 653-4666 Branch: 44917 Golf Center Parkway #1, Indio, CA 92201 Tel: (760) 342-4677 Fax: (760) 342-4525 Report of: COMPRESSIVE STRENGTH-CONCRETE ASTM C39 Date Printed: 5/9/2013 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L P. Set No.: 13-0262 File No.: Permit No.: Project No.: Project Name: 1916E09 MARBRISA RESORTS - SALES DEPARTMENT 1594 MARBRISA CIRCLE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 5/8/2013 4X8 12.57 50,840 4,050 Cone & Split 28 5/29/2013 4X8 12.57 28 5/29/2013 4X8 12.57 28 5/29/2013 4X8 12.57 28 H 5/29/2013 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: SCOTT VAWSER Location: SALES DEPARTMENT - ELEVATOR PIT #1 ASTMC172 Date Sampled: 5/1/2013 Date Received: 5/2/2013 Concrete Supplier: SUPERIOR READY MIX Mix No.: 938P Ticket No.: 238070 Water added at Site: gal. By Cement Type: Mix Time: Remarks: 175 Concrete Temp: 77 Ambient Temp: 63 °F ASTM C1064 °F ASTM C1064 Slump: 4.50 in. ASTM C143 Tested at: San Diego Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. SamValdez, R.C.E. www.mtglinis.com llfA Corporate: 2992 E. La Palma Ave. Ste. A Anaheirti, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Ferris Square, Suite C San Oiego, CA 92121 Tel: 858,537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Einptre: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA92518 Tel: 951.653,4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio: 44917 Golf Center Pkvi/y,#1 Indio, CA 92201 Tel: 760.342.4677 Fax: 760.342.4525 Dispatch: 800.491.2990 MTGL Project #:_ Permit Report #_ > CB UT. PG 0F_ 1 DAILY INSPECTION REPORT DSA/CIP^File#:. DSA/OSHPD APPL#:_ DSA/LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special Inspector conducting the inspection. PROJICT AtlGHlTEGT . / TG Ti TIMEARRIVEO TIME DEPARTED ENGINEER '(^^e^^ fc^cfft'cL, ^-eJy^^f TRAVELTIME 2.k LUNCH TIME CONTRACTOR SUB CONTRACTOR ^ INSPECTION ADDRESS ADDRESS Df PROJECT >^ / I / ^ TYPE OF INSPECTION • ENGINEERED FILL • FOONOATION • BACKFILL • BATCH PLANT • PT CONCRETE • SHOTCRETE Sr CONCRETE • MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD • FIREPROOFING K ANCHOR/DOWEL • NDE FIELD • NDE SHOP • CEILING WIRE • • • DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PUNS YIS^ ND SOIL REPORT YD SPECS: y.a ND APPROVED SHOP DRAWING Y • N • MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT so. OR MATERIAL TEST REPORTS): <r JL^ n CONTRACTORS EQUIPMENT' MANPOWER USED: Ah eU^ra.fQr Pit Z S[^\o AREA, GRID LINES, PIECES INSPECreO: / P A > n \ t / / STRUCTURAL NOTES, OETAIL. OR RFIS USED: •S ^ . ) REMmi UOIHGimTmS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS WAS NOT • Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WASD WAS NOT D N/AD Performed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED liilET^ DID NOT MEET • The requirements of the OSA/OSHPD/PROJECT approved documents. Samples taken: Weather: Temp: "Signature (|[j^cial lrh|15ctor Print Name Certification Verified by: < lire jfc ip gs, gy www.mtglinccom MTGL Project #:_jf I-22:1 (^'(. Corporate: 2992 E. La Raima Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 o9 San Dlego/lmperlal County 6295 Ferris Square, Suite C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 IVIeridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio: 44917 Golf Center Pkwy,#1 Indio, CA 92201 Tel: 760.342.4677 Fax: 760.342.4525 Dispatch: 800.491.2990 Permit* DAILY INSPECTION REPORT DSA/CITY File#:. Report #_ PG. 0F_ DSA/OSHPD APPL#:_ DSA/LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME ARCHITECT i shall be prepared for each^type of specif inspection, on a daily basis. Eai DATE TIME ARRIVED gurk-eTT Wong 232 TIME DEPARTED ENGINEER TRAVELTIME LUNCHTIME CONTRACTOR INSPECTION ADDI TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL SUB CONTRACTOR ADDRESS OF PROJECT D BATCH PLANT D PT CONCRETE • SHOTCRFTE ^g^ONCRETE D MASONRY D HIGH STRENGTH BOLTING • WELDING D SHOP WELD l\k^ • FIREPROOFING D ANCHOR/DOWEL • NDE FIELD D NDESHOP D CEILING WIRE D D • DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE: y APPROVED PLANS SOIL REPORT YD SPECS: YD N APPROVED SHeff DRAWING YD N CONTRACTORS EQUHMENT / MANPOWER USED: 77 so^\p'U^,pQAmm'\ Hjl\Jo\io^ PQ^ ^ CMV/ fiii^Di.\to!)r\Q\Ajal\'FoJtin9 AREA, GRID LINES, PIECES |i STRUCTURAL NOTES, DETAIL, OR RFIS USED: REMiBKS. ^iuy)n|p,t-P.m^ REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WASC^WASNOTD Inspected in accoroance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WA&JZf^WAS NOT• N/AD Performed in accordance wim DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED M^Zf^DID NOT MEET D The requirementsoftheDSA/O^PD/PRQJECTd.^xnai^ documents. Samoles^en:T\AJO ^CT^?>f | Weatheri • il 1 \ / Temp: /^lemp: 1 /e of Special/Inspector / Certification Verified by:_ www.mtglinccom MTGL Project #: Permit* Corporate: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial County 6295 Ferris Square, Suite C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 Meridian Pkw., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 Indio: 44917 Golf Center Pkwy, #1 Indio, CA 92201 Tel: 760.342.4677 Fax: 760.342.4525 Dispatch: 800.491.2990 DAILY INSPECTION REPORT DSA/CITY File#: Report #_ PG OF DSA/OSHPD APPL#:_ DSA/LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection. Reports of non-compliant conditions must be distributed immediately. Separate reports shall be prepared for each type of special inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME ARCHITECT ' ' \ i TIMEARRIVEO #l>^fT /lQir-)rKCv TIME DEPARTED 321 ENGINEER CONTRACTOR TRAVELTIME LUNCH TIME SUB CONTRACTOR Four Cofinef5 INSPECTION ADORES^ DRESS OF PROJECT TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL D BATCH PLANT • PT CONCRETE D SHOTCRETE .^^Hi^ONCRETE D MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDESHOP D CEILING WIRE D D D HOP Of DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PLANSD SOIL REPORT YD N SPECS: YD APPROVED S! DRAWING YD N MATEpm.S USED BY CONTRACTOR (INCLUDE R?SEAR«rt*ERflaiNlt«8 M/fSSftL TESlf REfOBfS): > 7 /-» V / s\o^^ 37 r woo 6P c Y SRS BfTuiPMiNT / MANPQWEBlUSED: ~' CONTRACTI AREA, GRID LINES, PIECES INSPECTED: STRUCTURAL NOTES, DETAIL, OR RFIS USED: O hm gfj y€ r I -fl € j y fi<:p\ d (? (j ni I Xci^ REMARKS, INCLUDING MEETINGS: slum p. -t^md uj6c\f r a i loWql^li M i V ti my plc]c^'fr)e.V)y'<:'m<id/iAa:\ion^clr\'ri\c^\je REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAaO WAS NOT D Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WASc/wASNOTD N/AD Performed in accordance witlwSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District PERCENT PROJECT COMPLETE: THE WORK INSPECTED M|pef DID NOTMEET D The requirements of^IiSAiOSHPD/yRO/ECir snproved documents. Samples t^en Weather: Sij^^reo^S^^^^ j^pttfr Certification Verified by: EsGil Corporation In (PartnersHip with government for (BuiUing Safety DATE: 3/13/2013 • APPLICANT JURISDICTION: City of Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 12-2166 SET: IV PROJECT ADDRESS: 1594 Marbrisa Cr. PROJECT NAME: Marbrisa Resort Sales Building XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. i I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: Russell Onufer CH EsGil Corporation staff did not advise the applicant that the plan check has been completed. 13 EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Russell Onufer Telephone #: 619-297-8066 x12 Date contacted: (by: ) Email: russo@noaainc.com Fax #: 8055 Mall Telephone Fax In Person 3 REMARKS: Plans to be hand carried back to the City by Russell Onufer By: GlenAdamek Enclosures: EsGil Corporation lEi GA • EJ • PC 3/13/2013 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 EsGil Corporation In VartnersHip with government for (BuiCcCing Safety DATE: 3/4/2013 • APPLICANT JURIS.^ JURISDICTION: City of Carlsbad •>tAR'^VIEWER • FILE PLAN CHECK NO.: 12-2166 SET: III PROJECT ADDRESS: 1594 Marbrisa Cr. PROJECT NAME: Marbrisa Resort Sales Building r~] The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 3 The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. 3 The applicant's copy of the check list has been sent to: Russell Onufer I I EsGil Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Russell Onufer Telephone #: 619-297-8066 x12 Date contacted: 3lw If^ (by:j,i^) Email: russo(@noaainc.com Fax #: - 2oS5 £: MailTelephone Fax--^ In Person • REMARKS: By: David Yao Enclosures: EsGil Corporation ISl GA • EJ • PC 2/25 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 City OfCarlsbad 12-2166 3/4/2013 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers ofthe items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. PLUIVIBING AND IVIECHANICAL CORRECTIONS • PLAN REVIEW NUMBER: 12-2166 SET: III PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEIVIS 1. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. 2. The plans still do not show the reguired smoke separation around the Housekeeping room #B114 with two clothes washers and two clothes dryers (one large commercial clothes dryer and one stacked double clothes dryer unit) and the reguired smoke dampers. Please address the following: As per CBC, table 508.2.5 and CBC, Section 715.4.8.3 the incidental use areas, in building with an automatic fire extinguishing system, for laundry room (Housekeeping room) 100 sq. ft. of floor area, shall be separated with separation that must comply with CBC, Section 508.2.5: "the incidental accessory occupancies shall be separated form the remainder of the building by construction capable of resisting the passage of smoke. The walls shall extend from the floor to the underside ceiling that is a component of a fire-resistance- rated floor assembly or roof assembly above or to the underside of the floor or City OfCarlsbad 12-2166 3/4/2013 roof sheathing, deck or slab above. Doors shall be self- or automatic closing upon detection of smoke in accordance with Section 715.4.8.3. Doors shall not have air transfer openings and shall not be undercut in excess of the clearance permitted in accordance with NFPA 80. Walls surrounding the incidental accessory occupancy shall not have air transfer openings unless provided with smoke dampers in accordance with Section 711.7." A) Clearly show the doors #4.10 & 14 are self closing with smoke and draft seals. B) Show the drywall for the walls around the Housekeeping room #B114 extend form the slab floor to the bottom of the floor sheathing of the room above. 3. Show the reguired smoke damper at duct opening into the Housekeeping Managers Office #B115 from the Housekeeping room #B114. See the item #2 above, and show the required fire dampers and smoke dampers. Include, on the mechanical plans, the locations of all required smoke, fire, combination smoke and fire, or ceiling radiation dampers. Be sure to include a symbol on the symbol schedule for each damper type. CBC 716 5. The cut-sheets, listing data and installation instructions for the proposed "Sparks" linear burner fire pit. (The wood framing seems to be too close to the gas burners in the detail 10 on sheet A-23.) Also, review the fire pit rainwater drainage system: Review the installation instructions and show over flow drainage and minimum 3 inch horizontal rainwater piping. Please provide cut-sheets, listing data and installation instructions for fire pit shown in the detail 10 on sheet A-23 to be installed at third floor level deck shown on sheet A-8. Please provide cut-sheets, listing data, and installation instructions for each of the proposed gas fired fireplaces. 6. Note to the Building Department as per the following response by DEC Engineers: "Elevators and elevator eguipment locations are not finalized and will be part of a deferred submittal." The elevators and elevator eguipment has not been reviewed as part ofthis permit. Please detail the location of the elevator equipment for each of the proposed three separate elevators. Are all in the same elevator equipment room? PLUIVIBING (2010 CALIFORNIA PLUMBING CODE) 7. None of the Civil Drawings provided include the construction drawings of the on-site private water lines from the VA inch public water meter serving both Villa 57 & 58 as per the sheet 1 of 1 of the Utility Exhibit (On-Site Private Water and Sewer drawing) by Robert D. Dentino. Please provide. Sheet 1 of 1 ofthe Utility Exhibit (On-Site Private Water and Sewer drawing) by Robert D. Dentino, does not show the private water lines from the VA inch public water meter to the building. Please correct. Identify the extent of the private sewer, water, and gas systems on the plumbing site plan. Clearly specify, on the plans, which City Department is responsible for the permitting, plan check, and City OfCarlsbad 12-2166 3/4/2013 inspections for the private utility systems. If private, the responsibility of the City Building Department, and under the Uniform Plumbing Code, provide complete civil site utility plans for plan check, or obtain a separate permit from the City for the civil site plans. 12. The gas line sizing calculations on sheet P4.1 to be reviewed when the cut- sheets and installation instructions for the "Sparks" linear burner fire pits are provided. See item #6 above and correct the plans to show each of the fireplaces and the proposed fire pit in the plumbing plans and the building plans. Correct the gas line plans on sheet P4.1 to show separate gas appliance shutoff valves for each of the two separate gas fireplaces at the third floor level. 13. Please correct the installation ofthe "Drip leg" (gas piping sediment trap) shown in the detail 1 on sheet P5.2. The location is on the incorrect side of the gas pressure regulator. MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 16. Sheet M2.1 does not show the clothes dryer vent from the stacked dryer units shown on sheet P3.1. Please correct. Please show the make & model of the proposed stacked clothes dryers on the plans. And provide the cut- sheets, installation instructions, and listing data showing the proposed dryer venting system does comply with the installation instructions. Submit the manufacturer's installation requirements for the Type 2 (commercial) clothes dryer. Include the design requirements found in UMC 905.0 and also the appliance installation instructions: The exhaust duct design: gauge, the clearance distances, routing, and the termination location, provide the minimum make-up air amounts, and the vent design. Provide a dryer vent dosign that complies with tho roquiremonts of UMC 504.3.2 (1^ foot maximum length w/ (2) 90°'s). Submit a complying design, or provide an engineered solution, or provide the manufacturers installation instructions complete with Building Official approval for use of a specific brand of dryer. UMC 50^.3.2.2. Note: Ifyou have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. END OF DOCUMENT EsGil Corporation In (PartnersHip with government for (BuiCding Safety DATE: 1/15/2013 • APPLICANT ^ar JURIS. JURISDICTION: City of Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 12-2166 SET: II PROJECT ADDRESS: 1594 Marbrisa Cr. PROJECT NAME: Marbrisa Resort Sales Building I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. XI The applicant's copy of the check list has been sent to: Russell Onufer I I EsGil Corporation staff did not advise the applicant that the plan check has been completed. IXI EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Russell Onufer Telephone #: 619-297-8066 x12 Date contacted: (by: ) Email: russo@noaainc.com Fax #: Mail Telephone Fax In Person • REMARKS: By: David Yao Enclosures: EsGil Corporation S GA • EJ • PC 1/8 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 City ofCarlsbad 12-2166 1/15/2013 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 8. Incidental use areas may need to be separated from the main occupancy. See Table 508.2.5 below. Please address the following specific concerns: Door 10 (housekeeping)? How room 208+209-pentrv comply with the requirement? Door 36 self-closing? The door schedule appears to not show door 36 is self-closina. Please check. 29. For new buildings that are 10,000 sq. ft. and over, the architect or responsible design professional shall submit, prior to plan approval, a "Commissioning Plan". The Commissioning Plan must be submitted with the plan documents during plan check. The Plan must be reviewed and approved by the plan checker for compliance with 5 required features listed in CGC 5.410.2.3 as follows: (a) General project information (b) Commissioning goals (c) List the systems to be commissioned with information on design intent, equipment and systems to be tested, functions to be tested and acceptable performance based on tests (d) Commissioning Team member information (e) commissioning process activities, schedules and responsibilities The "commissioning plan" was not provided. 36. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans (see page 17 of the soil report). City ofCarlsbad 12-2166 1/15/2013 No soil engineer's review letter provided. 41. The architect shows A3 occupancy (assembly). Please provide explanation to justify live load 50 psf used. Partition load? No structural response was provided. Does the slab design live load 100 psf at lobby area? Please clarify. 42. Please clarify the location of shear wall line Bl, Gl, B2 and G2.. The shear wall length appears to not quite match between the calculation and framing plan. a) Sheet 14 of the revised calculation shows 3'^ floor shear wall G2 9 feet shear wall. Sheet S2.3 appears to not show it. Please check. b) Sheet 15 of the revised calculation shows 2""^ storv shear wall 26 feet along Bl and B2. 19 feet long wall alona Gl and G2. Sheet S2.2 appears to not show it. Please check. c) Sheet 16 of the revised calculation shows 26 feet long shear wall along Bl and B2. 20 feet wall along Gl and G2. Sheet S2.1W appears to not show it. Please check. d) Sheet 25 of the revised calculation shows the concrete wall at elevator is 8" wall with #6@12 each face at base and #5(8)12 at middle. Detail 6. 11. 16/S3.1 shows different information. Please check. e) Sheet 34 to 41 of the calculation shows drag force along shear wall lines- Some ofthe lines do not show drag strap. Please check all framing plans. f) Please provide input data for the RISA run to identify the location of the beams match the framing plan. 43. Per detail 13/S1.3 of the plan, the hold down will be 2 typical at both levels (?). Some ofthe shear walls (line 5, 8,11..etc) requires CMST16 or CMST12 hold down at 3^^ floor shear walls. Please check all hold downs for the 3'"' floor walls. No response and no change on the framing plan. 44. The 3'*^ floor wall line O requires 9881 b/ft. Sheet S2.3 shows type B/5 along line O which is wall 2E. The allowable for wall 2E is 8701 b/ft. Please check. No response and no change on the framing plan. 45. The 1®' floor wall line 6 requires 1981 lb/ft. Sheet S2.1W shows type H wall which is 2E2. The allowable for 2E2 is 1740 lb/ft. Please double check all walls.(specially line L and 0-heavily loaded wall?) No response and no change on the framing plan. City OfCarlsbad 12-2166 1/15/2013 46. The framing plan does not show concrete lintel location. Please clarify the location of concrete lintel and reference the detail ofthe lintel. No response. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: • Yes • No The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. Ifyou have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. PLUMBING AND MECHANICAL CORRECTIONS • PLAN REVIEW NUMBER: 12-2166 SET: II PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 1. The Structural Sheets are not signed. And the notes on each of the Structural Sheets states: "Not for construction". Please provide the construction drawings for plan check review. Each sheet ofthe plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. 2. The plans do not show the required smoke separation around the Housekeeping room and the required smoke dampers. And the required one-hour fire rating around the S-2 cart parking garage (Cart Parking Storage B116) and the B occupancy areas. As per CBC, table 508.2.5 and CBC, Section 715.4.8.3 the incidental use areas, in building with an automatic fire extinguishing system, for laundry room (Housekeeping room) 100 sq. ft. of floor area, shall be separated with separation that must comply with CBC, Section 508.2.5: "the incidental accessory occupancies shall be separated form the remainder of the building by construction capable of resisting the passage of smoke. The walls shall extend from the floor to the underside ceiling that is a City of Carlsbad 12-2166 1/15/2013 component of a fire-resistance-rated floor assembly or roof assembly above or to the underside of the floor or roof sheathing, deck or slab above. Doors shall be self- or automatic closing upon detection of smoke in accordance with Section 715.4.8.3. Doors shall not have air transfer openings and shall not be undercut in excess ofthe clearance permitted in accordance with NFPA 80. Walls surrounding the incidental accessory occupancy shall not have air transfer openings unless provided with smoke dampers in accordance with Section 711.7." 3. See the item #2 above, and show the required fire dampers and smoke dampers. Include, on the mechanical plans, the locations of all required smoke, fire, combination smoke and fire, or ceiling radiation dampers. Be sure to include a symbol on the symbol schedule for each damper type. CBC 716 5. Gas line plans on sheet P4.1 shows the spark Fire Ribbon Direct Vent fireplace at the first floor level and three fireplaces at the third floor level (one future and two new). But the building floor plans show no fireplaces at the third floor level. The gas line plan does not show the gas to the proposed Spark fire pit shown in the detail 10 on sheet A-23. Please correct the plans and sizing calculations. Please provide cut-sheets, listing data and installation instructions for fire pit shown in the detail 10 on sheet A-23 to be installed at third floor level deck shown on sheet A-8. Please provide cut-sheets, listing data, and installation instructions for each of the proposed gas fired fireplaces. 6. As per the response provided, clearly note on the cover sheet of the plans: "Elevators and elevator equipment locations are not finalized and will be part of a deferred submittal." This is not listed on sheet A-1 under "Deferred Submittal." Please correct. Please detail the location of the elevator equipment for each of the proposed three separate elevators. Are all in the same elevator equipment room? PLUMBING (2010 CALIFORNIA PLUMBING CODE) 7. Sheet 1 of 1 of the Utility Exhibit (On-Site Private Water and Sewer drawing) by Robert D. Dentino, does not show the private water lines from the 1^/4 inch public water meter to the building. Please correct. Identify the extent of the private sewer, water, and gas systems on the plumbing site plan. Clearly specify, on the plans, which City Department is responsible for the permitting, plan check, and inspections for the private utility systems. If private, the responsibility of the City Building Department, and under the Uniform Plumbing Code, provide complete civil site utility plans for plan check, or obtain a separate permit from the City for the civil site plans. 10. The 350 foot total developed water pipe length from the public water meter to the most distant water fixture seems to be too low, and route of the site private water line is not shown on the drawings provided. Correct the water line sizing calculations on sheet P0.2: City of Carlsbad 12-2166 1/15/2013 12. See item #6 above and correct the plans to show each of the fireplaces and the proposed fire pit in the plumbing plans and the building plans. Correct the gas line plans on sheet P4.1 to show separate gas appliance shutoff valves for each of the two separate gas fireplaces at the third floor level. 13. Correct the "Drip leg" (gas piping sediment trap) in detail 5 on sheet P5.1 to agree with the gas piping sediment trap layouts on sheet P4.1. Correct the location of the shut-off valve and the pipe into the gas piping sediment trap and the pipe out of the gas piping sediment trap. MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 15. See the item #2 above, and show the required fire dampers and smoke dampers. Review with the architect the locations that require (fire/ceiling radiation/or fire/smoke) damper and/or shaft protection and identify installations on the mechanical plans themselves. See "Architectural PME" items above directly below the PME list heading. 16. Please show the make & model of the proposed stacked clothes dryers on the plans. And provide the cut-sheets, installation instructions, and listing data showing the proposed dryer venting system does comply with the installation instructions. Submit the manufacturer's installation requirements for the Type 2 (commercial) clothes dryer. Include the design requirements found in UMC 905.0 and also the appliance installation instructions: The exhaust duct design: gauge, the clearance distances, routing, and the termination location, provide the minimum make-up air amounts, and the vent design. Provide a dryer vent design that complies with the requirements of UMC 504.3.2 (14 feet maximum length w/ (2) 90°'s). Submit a complying design, or provide an engineered solution, or provide the manufacturers installation instructions complete with Building Official approval for use of a specific brand of dryer. UMC 50^.3.2.2. 18. The pages 106,107,108, & 109 of 136 pages (MECH-3C forms) of the energy design package or missing the left hand side of each page so columns A and B are missing or incomplete. Please provide complete corrected MECH-3C forms and review the outside air requirements shown on the mechanical plans to agree. The mechanical ventilation will be reviewed when the complete corrected MECH-3C forms are provided. Also, show the required outside air ducted to the air handling units (not just supply air fan into the room or area). Coordinate the mechanical and the Title 24 outside air design in the MECH-3C forms. The energy calculations do not match the mechanical schedule. UMC 403.0 & Title 24 121(b)2 & (d). a) The plans do not show all the fan coil units in the MECH-3C forms. Please correct. b) All or the outside air amounts in the fan coil schedule do the match the minimum amounts required by the MECH-3C forms. Please correct. City of Carlsbad 12-2166 1/15/2013 19. Please provide 0.75 CFM per square foot of Cart Parking/Storage room B116 (about 920 square feet or 690 CFM of exhaust). The exhaust fan #EF- 11 is not shown on sheet M0.2 in the Exhaust Fan Schedule and the ducting plan on sheet M2.2 show only 140 CFM at exhaust grille. Please correct the required exhaust as per CMC, Section 403.7 and CMC, Table 4- 4. Provide the exhaust and make-up air design for the occupancy type listed in Table 4.4. UMC 403.7. The plans do not show the required exhaust systems in the Copy Rooms, the Locker Rooms, and in the Cart Parking (parking garage). Please correct. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. END OF DOCUMENT EsGil Corporation In (Partnership with government for (BuiCdtng Safety DATE: 11/5/2012 •APPLICANT •^JURIST^ ) JURISDICTION: City of Carlsbad B-PLAN REVIEWER • FILE PLAN CHECK NO.: 12-2166 SET: I PROJECT ADDRESS: 1594 Marbrisa Cr. PROJECT NAME: Marbrisa Resort Sales Building I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. XI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to fonward to the applicant contact person. ^ The applicant's copy of the check list has been sent to: Russell Onufer I I EsGil Corporation staff did not advise the applicant that the plan check has been completed. IXI EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Russell Onufer (M-M-) Telephone #: 619-297-8066 X1 2 Date contacted: 11) 15 fcL {by. ^) Email: russo(gnoaainc.com Fax #: 6^ Mall -^Telephone ^ Fax In Person n REMARKS: By: David Yao Enclosures: EsGil Corporation lEl GA lEl EJ • PC 10/25 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 City OfCarlsbad 12-2166 11/5/2012 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 12-2166 JURISDICTION: City ofCarlsbad OCCUPANCY: A3/B USE: sales, office, meeting TYPE OF CONSTRUCTION: VA ACTUAL AREA: 25423 sf ALLOWABLE FLOOR AREA: 40250 sf STORIES: 3/basement HEIGHT: SPRINKLERS?: Y OCCUPANT LOAD: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE PLANS RECEIVED BY ESGIL CORPORATION: 10/25 DATE INITIAL PLAN REVIEW COMPLETED: 11/5/2012 PLAN REVIEWER: David Yao FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2010 CBC, which adopts the 2009 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2009 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. City ofCarlsbad 12-2166 11/5/2012 Please make ali corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • PLANS 1. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: • For Mixed Occupancy Buildings, state whether the "nonseparated" or "separated" option was chosen from Sections 508.3/508.4. The area analvsis appears to using 'nonseparated" option. 2. On the cover sheet of the plans, specify any items that will have a deferred submittal (trusses, fire sprinklers/alarms, etc) • SITE PLAN 3. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan." 4. Clearly designate any side yards used to justify increases in allowable area based on Section 506.2.(min. 30 feet all sides?) • FIRE-RESISTIVE CONSTRUCTION 5. Provide details on the plans for the fire-resistive construction. Include exterior wall assembly .column and beam assemblies, etc. 6. Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor- ceilings and roof-ceilings shall be protected as required in IBC Section 713." 7. Clearly identify location and hourly fire-resistive rating of vertical shafts on the plans. Provide construction details showing location of fire dampers and how fire resistivity will be maintained at floors and roofs. Section 708.(elevators shaft- 2hr?) City of Carlsbad 12-2166 11/5/2012 a) In California, Section 708.14.1 was modified for Group A, E, H, I, L and R occupancies, along with high-rise buildings, to reguire elevator lobbies where an elevator shaft connects more than TWO stories (as opposed to three stories listed in the IBC). • FIRE BARRIERS 8. Incidental use areas may need to be separated from the main occupancy. See Table 508.2.5 below. Please address the following specific concerns: a) Door 10 (housekeeping)? How room 208+209-pentrv comply with the requirement? Door 36 self-closing? b) Even if sprinklers are used to eliminate the need for 1-hour wall construction, Section 508.2.5.2 still requires the partitions to extend to the underside of the floor/roof above and for any doors in the partitions to be self-closing.(door 14?) ROOM OR AREA SEPARATION AND/OR PROTECTION Laundry rooms over 100 square feet 1 hour or provide automatic fire-extinguishing system Storage rooms over 100 square feet 1 hour or provide automatic fire-extinguishing system • EXITS 9. Please provide an exit analysis plan (may be 8 1/2" x 11" or any convenient size). Show in this analysis the occupant load of each area, the general exit flow patterns (by using arrows), accumulated occupant loads and required exit widths. Section 107.2.3. • STAIRWAYS 10. Stairway riser must be 4 inches minimum and 7 inches maximum and minimum run shall be 11 inches. Section 1009.4.2. (Please clarify the riser for all stainA/avs on the plan. Some of the stairway does not specify the riser dimension.) 11. Enclosed usable space under interior or exterior stainways should be protected on the enclosed side as required for one-hour fire-resistive construction. Section 1009.6.3. • EXIT SIGNS 12. A tactile sign stating "EXIT" and complying with ICC Al 17.1 shall be provided adjacent to each door to an egress stain/vay, an exit passageway and the exit discharge. Section 1011.3. City of Carlsbad 12-2166 11/5/2012 • ELEVATORS 13. Per IBC, Section 3004.1: Hoistways of elevators and dumbwaiters penetrating more than three stories shali be provided with a means for venting smoke and hot gases to the outer air in case of fire." As per IBC, Section 3004.3: The area of the vents shall not be less than 3/4 percent of the area of the hoistway nor less than 3 square feet for each elevator car, and not less than 3V2 percent nor 0.5 square foot for each dumbwaiter car in the hoistway, whichever is greater. 14. In buildings having an elevator in California, Group A, E, H, I, L and R occupancies, along with high-rise buildings, at least one gurney-sized elevator shall be provided. The elevator car shall be of such a size and arrangement to accommodate a 24-inch by 84-inch ambulance gurney or stretcher in the horizontal, open position. Section 3002.4. 15. In buildings having an elevator in California, Group A, E, H, I, L and R occupancies, along with high-rise buildings, an enclosed elevator lobby shall be provided at each floor (where the elevator connects more than 2 stories) shall be provided. Note: The exception to eliminate the lobby due to fire sprinklers does not apply to these occupancies. Section 708.14.1. • GLASS AND GLAZING 16. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface.(window D at B102 and window E at B103) • ROOFS 17. A Class A roof covering is required, (city policy) 18. Specify on the plans the following information for the roof materials, per Section 1506.3: a) Manufacturer's name. b) Product name/number. c) ICC approval number, or equal. 19. Provide skylight details to show compliance with Sections 2606.5 and 2404, or specify on the plans the following information for the skylight(s): a) Manufacturer's name. b) Model name/number. c) ICC approval number, or equal. City of Carlsbad 12-2166 11/5/2012 20. Show location of attic access with a minimum size of 20"x30", unless the maximum vertical headroom height in the attic is less than 30 inches. Access must be provided to each separated attic area. Section 1209.2. • ACCESSIBILITY 21. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. • GREEN BUILDING STANDARDS The California Building Standards Commission (BSC) has adopted the Green Building Standards Code which became effective January 1, 2011 and must be enforced by the local building official. The following mandatory requirements for commercial construction must be included on your plans. The Green Building Standards apply only to newly constructed buildings throughout California. CGC 101.3 22. Note on the site plan that for projects of one acre or less the site shall be planned and developed to keep surface water away from buildings. A "SWPP" shall be provided and approved by the City Engineer, showing site grading and provide for storm water retention and drainage during construction. BMP's that are currently enforced by the city engineer must be implemented prior to initial inspection bythe building department. CGC 5.106.1. 23. Note on the plans that bicycle parking for projects shall comply with CGC Section 5.106.4. The specific details must be submitted and approved by the Planning Department. 24. Note on the plans that fuel-efficient vehicle parking will be provided in accordance with CGC Section 5.106.5.2. The specific details forthe parking must be submitted and approved by City Planning Department. 25. Note on the plans that exterior light pollution must comply with CGC section 5.106.8. 26. Submit to the Engineering Department or other Agency that regulates construction waste management a Waste Management Plan that outlines the items listed in CGC Section 5.408.2. 27. Note on the plans that a minimum of 50% of construction waste is to be recycled. CGC 5.408.3 28. Note on the plans that 100% of trees, stumps, rocks, vegetation and associated soils primarily from the construction will be reused or recycled. CGC 5.408.4 29. For new buildings that are 10,000 sq. ft. and over, the architect or responsible design professional shall submit, prior to plan approval, a "Commissioning Plan". The Commissioning Plan must be submitted with the plan documents City OfCarlsbad 12-2166 11/5/2012 during plan check. The Plan must be reviewed and approved by the plan checker for compliance with 5 required features listed in CGC 5.410.2.3 as follows: (a) General project information (b) Commissioning goals (c) List the systems to be commissioned with information on design intent, equipment and systems to be tested, functions to be tested and acceptable performance based on tests (d) Commissioning Team member information (e) commissioning process activities, schedules and responsibilities 30. Note on the plans that a building " Systems Manual" as listed in CGC Section 5.410.2.5 shall be delivered to the building owner or representative and the facilities operator. Further, note on the plans that the "Systems Manual" shall contain the required features listed in CGC Section 5.410.2.5.1. 31. Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC 5.504.3. 32. Note on the plans that VOC's must comply with the limitations listed in Section 5.504.4 and Tables 4.504.1, 5.504.4.1 5.504.4.2, 5.504.4.3 and 5.504.4.5 for: Adhesives, Sealants, Paints and Coatings, Carpet and Composition Wood Products. CGC 5.504.4. 33. Note on the plans that installations of HVAC, refrigeration and fire suppression systems will not contain CFC's or Halons, per CGC 5.508.1 34. Note on the plans that prior to final approval of the building the licensed contractor, architect or engineer in responsible charge of the overall construction must complete and sign the Green Building Standards Certification form and given to the building department official to be filed with the approved plans. 35. Note on the plans that landscape irrigation water use shall have weather based controllers. CGC 5.304.3.1. • FOUNDATION 36. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans (see page 17 of the soil report). • STRUCTURAL 37. Provide truss details and truss calculations for this project. Per Section 2303.4.2, the truss manufacturer shall provide a truss placement diagram that shows the locations of each truss. Specify on the plans the truss identification numbers. 38. Please provide evidence that the engineer-of-record (or architect) has reviewed the truss calculation package prepared by others (i.e., a "review" stamp on the truss calculations or a letter). City of Carlsbad 12-2166 11/5/2012 39. Provide the following note on the plans: "The contractor responsible for the construction of the seismic-force-resisting system shall submit a written Statement of Responsibility to the building official prior to the commencement of work on the system." Section 1709. 40. Provide calculation to justify all the roof beam (51/4x111/4, 51/4x16), floor beams (all steel beams, all VL beams..etc), all columns (SC columns, concrete column..etc). 41. The architect shows A3 occupancy (assembly). Please provide explanation to justify live load 50 psf used. Partition load? 42. Please clarify the location of shear wall line Bl, Gl, B2 and G2.. The shear wall length appears to not quite match between the calculation and framing plan. 43. Per detail 13/S1.3 of the plan, the hold down will be 2 typical at both levels (?). Some ofthe shear walls (line 5, 8,11..etc) requires CMST16 or CMST12 hold down at 3^^ floor shear walls. Please check all hold downs for the 3^^ floor walls. 44. The 3^^^ floor wall line O requires 9881 b/ft. Sheet S2.3 shows type B/5 along line O which is wall 2E. The allowable for wall 2E is 8701 b/ft. Please check. 45. The 1^' floor wall line 6 requires 1981 lb/ft. Sheet S2.1 W shows type H wall which is 2E2. The allowable for 2E2 is 1740 lb/ft. Please double check all walls.(specially line L and 0-heavily loaded wall?) 46. What is the max. height of concrete perimeter wall? Please clarify on the plan. 47. The concrete strength for the column shall be specified the plan. 48. The calculation shows concrete slab 5000 psi. Sheet SI .1 shows 4000 psi. Please revise the note on sheet SI .1. 49. Page 43 of the calculation (reinforcement: bottom bars plans) shows additional rebar along the perimeter wall (?). Sheet S2.1B does not show these reinforcement. Please clarify. 50. The framing plan does not show concrete lintel location. Please clarify the location of concrete lintel and reference the detail of the lintel. City ofCarlsbad 12-2166 11/5/2012 • ADDITIONAL 51. Please refer to the following corrections for mechanical, plumbing, electrical and energy items. 52. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 53. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: • Yes • No 54. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thankyou. PLUMBING AND MECHANICAL CORRECTIONS • PLAN REVIEW NUMBER: 12-2166 SET: I PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 1. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. 2. As per CBC, table 508.2.5 and CBC, Section 715.4.8.3 the incidental use areas, in building with an automatic fire extinguishing system, for laundry room (Housekeeping room) 100 sq. ft. of floor area, shall be separated with separation that must comply with CBC, Section 508.2.5: "the incidental accessory occupancies shall be separated form the remainder of the building by construction capable of resisting the passage of smoke. The walls shall extend from the floor to the underside ceiling that is a component of a fire-resistance- rated floor assembly or roof assembly above or to the underside of the floor or roof sheathing, deck or slab above. Doors shall be self- or automatic closing upon detection of smoke in accordance with Section 715.4.8.3. Doors shall not have air transfer openings and shall not be undercut in excess of the clearance City OfCarlsbad 12-2166 11/5/2012 permitted in accordance with NFPA 80. Walls surrounding the incidental accessory occupancy shall not have air transfer openings unless provided with smoke dampers in accordance with Section 711.7." 3. Include, on the mechanical plans, the locations of all required smoke, fire, combination smoke and fire, or ceiling radiation dampers. Be sure to include a symbol on the symbol schedule for each damper type. CBC 716 4. On sheet M2.4 the exhaust fan may not discharge into the exterior stair, as per CBC, Section 1026.6. 5. Please provide cut-sheets, listing data, and installation instructions for each of the proposed gas fired fireplaces. 6. Please detail the location of the elevator equipment for each of the proposed three separate elevators. Are all in the same elevator equipment room? PLUMBING (2010 CALIFORNIA PLUMBING CODE) 7. Identify the extent of the private sewer, water, and gas systems on the plumbing site plan. Clearly specify, on the plans, which City Department is responsible for the permitting, plan check, and inspections for the private utility systems. If private, the responsibility ofthe City Building Department, and under the Uniform Plumbing Code, provide complete civil site utility plans for plan check, or obtain a separate permit from the City for the civil site plans. 8. Please show the upstream sewer manhole rim and finished floor elevations. Provide backwater valves for all fixtures installed on floor levels below the next upstream manhole rim elevation. (Only fixtures installed on floor levels below the next upstream manhole rim elevation may flow through a backwater valve.) UPC 710.1 9. Please correct the site plumbing plan on sheet PI .0 to provide complete construction drawings for the private site plumbing showing the following. a) Show the type of piping material, pipe sizes and routes for the private water line from the public water meter to each building served. b) Show the public water meter size and location. c) Show the type of piping material for the proposed private building sewer line. d) Show the sizes, routes, and slopes of the private building sewer lines. 10. Correct the water line sizing calculations on sheet P0.2: a) The clothe water hook-ups are 4 fixture units minimum each not the 1 fixture unit each used. b) Show the public water meter size and location of the plans and check the developed pipe length used in the water line sizing. City ofCarlsbad 12-2166 11/5/2012 11. The sheet P0.1 show the underground gas line is PE piping. But the gas line sizing on sheet P4.1 shows the 5 psi underground gas line is sized per CPC, Table 12-11 that is for schedule 40 metal piping. There is no table in the CPC, for 5 psi PE gas piping. Please provide cut-sheets and installation instruction including the 5 psi gas sizing table forthe proposed PE gas piping. 12. Correct the gas line plans on sheet P4.1 to show separate gas appliance shutoff valves for each of the two separate gas fireplaces at the third floor level. 13. Hot water recirculating loop systems requirements (Not single family homes): Detail the following as per California Energy Efficiency Standard, Section 113(0)5: a) The installation of an air release valve on the inlet side of the recirculation pump, within 4' of the pump. Correct the detail 5 on sheet P5.1. 14. Floors shall slope to the floor drain(s) location(s). Please detail on the architectural floor plans. UPC 411.4 MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 15. Review with the architect the locations that require (fire/ceiling radiation/or fire/smoke) damper and/or shaft protection and identify installations on the mechanical plans themselves. See "Architectural PME" items above directly below the PME list heading. 16. Provide a dryer vent design that complies with the requirements of UMC 504.3.2 (14 feet maximum length w/ (2) 90°'s). Submit a complying design, or provide an engineered solution, or provide the manufacturers installation instructions complete with Building Official approval for use of a specific brand of dryer. UMC 504.3.2.2. 17. A dryer exhaust duct booster fan is an unlisted appliance (no listing standard applies). Obtain specific City approval for use of the booster fan. 18. Coordinate the mechanical and the Title 24 outside air design in the MECH-3C forms. The energy calculations do not match the mechanical schedule. UMC 403.0 & Title 24 121 (b)2 & (d). a) The plans do not show all the fan coil units in the MECH-3C forms. Please correct. b) All or the outside air amounts in the fan coil schedule do the match the minimum amounts required by the MECH-3C forms. Please correct. 19. Provide the exhaust and make-up air design for the occupancy type listed in Table 4.4. UMC 403.7. The plans do not show the required exhaust systems in the Copy Rooms, the Locker Rooms, and in the Cart Parking (parking garage). Please correct. City of Carlsbad 12-2166 11/5/2012 Note: Ifyou have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2010 CALIFORNIA ELECTRICAL CODE) 1. The site lighting on sheet E1.0: Is this part of this permit? Include circuiting. 2. Finish up the exterior stain/vay at column lines 5/6: All fixtures are not shown. 3. Where's the lighting shown for the second and third level stainways? 4. Address the placement of the distribution board per sheet A-16. 5. The heat pumps on sheet M2.4 won't work with the service location. Please co- ordinate. 6. Complete the branch circuit circuiting. 7. Complete the single line diagram. ENERGY CONSERVATION 8. Complete the lighting design. 9. Complete the envelope design. 10. A complete energy plan check will be preformed when completed and/or corrected energy design has been provided. Note: Ifyou have any questions regarding this Electrical and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 SITE PLAN REQUIREMENTS When more than one building or facility is located on a site, accessible routes of travel shall be provided between buildings and accessible site facilities, per Section 1127B.1. City of Carlsbad 12-2166 11/5/2012 2. Show, or note that at every primary public entrance, and at every major function area along, or leading to, an accessible route of travel, there is to be a sign displaying the international symbol of accessibility. Signs are required to indicate the direction to accessible building entrances and facilities, per Sections 1117B.5.7 and 1127B.3. 3. Show that an accessible route of travel is to be provided to all portions of the building, to accessible building entrances and between the building and the public way, per Section 1114B.1.2. 4. Show that a 36" wide detectable warning material is provided at boundaries between walkways and vehicular ways. Section 1133B.8.5. 5. Show that stainways occurring outside a building comply with Section 1133B.4.4 as follows: a) The upper approach and all treads shall be marked with a strip of contrasting color as follows: i) >2" in width. ii) Placed parallel to and <1" from the nose of the step or landing. iii) The strip is required to be as slip resistant as the treads of the stairs. b) Treads shall be: i) Smooth, rounded or chamfered exposed edges. ii) Have no abrupt edges at the nosing projecting >1 V-i past the face of the riser above. iii) Open risers are not permitted. ACCESSIBLE PARKING 6. Show on the site plan the required number of accessible parking spaces for new facilities. Per Table 11 B-6 the minimum number of spaces is: (How many parking spaces are allocated to the proposed sales building? 2 handicapped spaces adequate?) a) 1 for each 25 spaces up to 100 total spaces. WALKS AND SIDEWALKS 7. If any proposed walks slope >1:20 (5%) they must comply with ramp requirements, per Section 1133B.5.1. 8. Walks along an accessible route of travel are required to be >48" minimum in width and have slip resistant surfaces, per Section 1133B.7. 9. The maximum permitted cross slope shall be %" per ft., per Section 1133B.7.1.3. City OfCarlsbad 12-2166 11/5/2012 10. Show or note that any abrupt level changes will be <Vi along any accessible route of travel. When changes do occur, they shall be beveled with a slope of ^1:2. Level changes of <%" may be vertical. NOTE: If level changes >V2", they must comply with the requirements of curb ramps. 11. Show that a 60" x 60" level area is provided at areas where a door (or gate) swings toward the walk in the accessible route of travel, per Section 1133B.7.5. Show that the walk extends >24" beyond the strike edge of the strike edge of any door (or gate) that swings toward the walk. 12. Show or note that >80" headroom is to be provided from all walkway surfaces to obstructions, per Section 1133B.8.2. 13. Show that a 36" wide detectable warning material is provided at boundaries between walkways and vehicular ways. Section 1133B.8.5. 14. Plans indicate that more than one route of travel is to be provided. Provide plans to show that all routes are to be made accessible, per Section 1127B.1. STAIRWAYS AND HANDRAILS 15. Show or note that interior stair treads are marked at the upper approach and the lower tread of each stair, by a strip of clearly contrasting color, per Section 1133B.4.4, as follows: a) At least 2" wide (but not more than 4" wide). b) Placed parallel to and not more than 1" from the nose of the step or landing. c) The strip shall be as slip resistant as the other treads of the stair. ELEVATORS AND WHEELCHAIR LIFTS 16. Specify on the plans that a two-way communication system shall be provided at the elevator landings on each accessible floor. Section 1007.8. This applies whether or not the building has an automatic fire sprinkler system. 17. Show on the plans to show that the inside of the elevator car complies with the following, per Section 1116B.1.8. The clear distances between walls, or between the walls and the door, excluding return panels, is: a) >68" by 54" (at side-slide opening doors). i) In California, Section 3002.4A was modified for Group A, E, H, I, L and R occupancies, along with high-rise buildings, to require an elevator sized to accommodate the loading and transport of an ambulance gurney with dimensions of 84 inches by 24 inches. b) The distance from walls to return panel is >51". City of Carlsbad 12-2166 11/5/2012 18. Show that a handrail is provided on one wall of the car, preferably the rear, per Section 1116B.11. The rails shall be smooth and the inside surface >1 V2" clear of the walls at a height of 32"±1" from the floor. 19. Show, or note, that call operation buttons are to be ^42" above the floor, per Section 1116B.1.10. MULTIPLE ACCOMMODATION SANITARY FACILITIESfShow all dimensions on the enlarge plan) City of Carlsbad 12-2166 11/5/2012 59" MIN. AT FLOOR-MOUNTED W.C. WHEN DOOR SWINGS IN 56" MIN. AT WALL-MOUNTED W.C. WHEN DOOR SWINGS IN 54" MIN FLUSH 1- ACWATOR ON WIDE SIDE 20. Show that at least one water closet fixture, located in a compartment, shall provide the following, per Section 1115B.3.1.4: >28" clear space from a fixture (or >32" clear space from a wall) at one side. a) b) The other side of the water closet shall provide 18" from the centerline of the water closet to the wall. City of Carlsbad 12-2166 11/5/2012 21. If the water closet compartment has an end-opening door (facing the water closet), the door shall be located on a diagonal to the water closet, with a maximum stile widtti of 4 incties (see the figure below). Additionally, the door must be provided with a clearance of at least 18" at the strike side.(restroom 214 and 215) FLUSH ACTIVATOR ON WIDE SIDE 4" MAX. ACCESSIBLE WATER CLOSET COMPARTMENT WITHIN A MULTIPLE-ACCOMMODATION TOILET FACILITY 22. Show or note, per Section 1115B.3.1.4 that the doors to the accessible water closet compartment will be equipped with a self closing device with: a) >32" clear opening width when located at the end of the compartment. b) >34" clear opening width when located at the side of the compartment. SINGLE ACCOMMODATION FACIHTIES(show dimensions on the enlarge plan) City OfCarlsbad 12-2166 11/5/2012 60'MIN. CENTERLINE OF FIXTURE RESTROOM FIXTURES AND ACCESSORIES 23. Show, or note, on the plans that the accessible water closets meet the following requirements, per Section 1115B.4.1: a) The seat is to be >17" but <19" in height. b) The controls for flush valves shall be: i) Mounted on the side of the toilet area. ii) Be <44" above the floor. 24. Show, or note, on the plans that accessible urinals meet the following requirements, per Section 1115B.4.2: a) The rim of at least one urinal shall: i) Project at least 14" from the wall. ii) Be <17" above the floor. b) The control mechanism is to be located <44" above the floor. 25. Show that accessible lavatories comply with the following, per Sections 111 5B.4.3: a) The counter top is <34" maximum above the floor. City of Carlsbad 12-2166 11/5/2012 b) >29" high, reducing to 27" at a point located 8" back from the front edge. c) >9" high x 30" wide and 17" deep at the bottom. d) Hot water pipes and drain lines are insulated. 26. Show that grab bars comply with the following, per Section 1115B.4: a) Grab bars shall be located on each side or one side and the back of the water closet stall or compartment. b) They shall be securely attached 33" above the floor, and parallel. NOTE: Where a tank-type toilet is used which obstructs placement at 33", the grab bar may be installed as high as 36". c) Grab bars at the side shall be located: i) 15" to 16Vi" (±1") from the center line of the water closet stool. ii) Be >42" long with the front end positioned 24" in front of the stool. iii) Total length of bars at the back shall be >36". d) The diameter, or width, of the grab bar gripping surface is >1 %" but ^1 V-i, or the shape shall provide an equivalent gripping surface. e) If mounted adjacent to a wall, the space between the wall and the grab bar shall be IV/. 27. Per Section 1115B.8, show on the plans <40" height for: a) The operable parts of at least one: i) Paper towel dispenser. ii) Sanitary napkin dispenser. iii) Waste paper disposal. iv) Other similar dispensing and/or disposal fixtures. b) The bottom edge of mirrors. • GENERAL ACCESSIBILITY REQUIREMENTS • ACCESSIBLE SINKS 28. Per Section 1117B.9, non-commercial kitchen sinks (such as at employee break rooms, etc.) shall provide the following: a) A clear floor space at least 30"x 48" shall be provided for fonward approach and shall be on an accessible route. The clear space shall extend a maximum of 19" underneath the sink. b) The accessible sink shall be a maximum of 6-14" deep. The sink shall be mounted with the counter or rim no higher than 34" above finish floor. Knee clearance that is at least 27" high, 30" side and 19" underneath the sink shall be provided. Hot water and drain shall be insulated or othenwise City ofCarlsbad 12-2166 11/5/2012 configured so as to protect against contact. There shall be no sharp or abrasive surfaces under the sink. c) Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting ofthe wrist. Lever operated, push-type and electronically controlled mechanisms are acceptable. Self-closing valves are allowed if the faucet remains open for at least 10 seconds. • SIGNAGE 29. Per Section 1011.3, tactile exit signs shall be required at the following locations: a) Wherever basic CBC provisions require exit signs from a room or area to a corridor or hallway. The tactile exit sign shall have the words, "EXIT ROUTE." b) Each grade-level exit door. The tactile exit sign shall have the word, "EXIT." c) Each exit door that leads directly to a grade-level exterior exit by means of a stainA/ay or ramp. The tactile exit sign shall have the following words as appropriate: i) "EXIT STAIR DOWN." ii) "EXIT STAIR UP." 30. Where permanent identification is provided for rooms and spaces, raised letters shall also be provided and shall be accompanied by Braille. Section 1117B.5. 31. Provide a note on the plans stating that the signage requirements of Section 1117B.5 will be satisfied. MISCELLANEOUS 32. Where lockers are provided, at least one locker (and not less than 1% of all lockers) shall be made accessible to persons with disabilities. A path of travel not less than 36" in clear width shall be provided. Section 1115B.8.5. END OF DOCUMENT City OfCarlsbad 12-2166 11/5/2012 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 12-2166 PREPARED BY: David Yao DATE: 11/5/2012 BUILDING ADDRESS: 1594 Marbrisa Cr. BUILDING OCCUPANCY: A3 TYPE OF CONSTRUCTION: VA BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) sales bldg. 25423 per city 3,930,594 Air Conditioning Fire Sprinklers TOTAL VALUE 3,930,594 Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: I I Repetitive Fee Repeats • Complete Review • Other j—] Hourly EsGfl Fee • Structural Only Hr. @ * $10,374.32 $6,743.31 $5,809.62 Comments: Sheet 1 of 1 macvalue.doc + //y PLAN CHECK //y PLAN CHECK Community & Economic %% CITY OF REVIEW Development Department 1635 Faraday Avenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 www.carlsbadca.gov DATE: 10/31 IM PROJECT NAME: Carlsbad Ranch PA 5 Phase II PLAN CHECK NO: CB12-2166 SET#: 1 ADDRESS: 1594 Marbrisa Cr (VILLA 57) VALUATION: $3,930,594 PROJECT ID:CT 03 02 APN: 211-130-05 You may have corrections from one or more of the divisions listed in the table below. To determine status by one or more of these divisions, please contact 760-602-2719. This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION A Final Inspection by the Construction Mgmt & Inspection Division is required Yes No X This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: russo@noaainc.conn PLANNING 760-602-4610 Chris Sexton 760^602^4624 Chris.Sextori@carlsbadca.gov Gina Ruiz 760-602--4675 Giiia.Ruiz@carlsbaclca.gov ENGINEERING 760-602-2750 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov X Linda Ontiveros 760-602-2773 Llnda.Ontlveros@carlsbadca.gov FIRE PREVENTION 760-602-4665 Greg Ryan 760-602-4663 Gregory.Ryan@Garlsbadca.gov Cindy Wong 760-602-4662 Cynthia.Wong@carlsbadca.gov Dominic Fieri 760-602-4664 Domiriic Fieri'T'cnrlshadc^ 2ov Remarks: Carlsbad Ranch PA 5 Phase II PLAN CHECK NO # CB12-2166 STOP Please Read Any outstanding issues wilt be marked with X . Malce ttie necessary corrections for compliance witti applicable codes and standards. Submit corrected plans and/or specifications to the Building division for re-submittal to tiie Engineering division, items ttiat conform to permit requirements are marlced with / 1. SITE PLAN Provide a fully dimensioned site pian drawn to scale. Show: / / / / / North arrow Existing & proposed structures Existing street improvements Property lines (show all dimensions) Easements Right-of-way width & adjacent streets X / I Driveway widths / j Existing or proposed sewer lateral / Existing or proposed water service Submit on signed approved plans: DWG No. 428-9G/ Sheet 10 Show on site pian: 7 j Drainage patterns 7 i Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. / ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". 7 I Existing & pnsposed slopes and topography / jSize, location, alignment of existing or proposed sewer and water service(s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. 7 J Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: X i 7 I Site address / Assessor's parcel number i 7 J Legal description/lot number j Proposed uses and provide the square footage of different use. Show aii new proposed use and square footage for each: Example: Sales office/iobby 15,000 sf Storage/iViTCE/loclcers 8,500 sf Lot/Map No.: iVll5332 Subdivision/Tract: CT 03-02 Reference No(s): DWG 428-9G E-36 Page 2 of 6 REV 6/01/12 Carlsbad Ranch PA 5 Phase PLAN CHECK NO # CB12-2166 2. DISCRETIONARY APPROVAL COMPLIANCE / j Project does not comply with the following engineering conditions of approval for project no. CT 03-02 3. DEDICATION REQUIREMENTS Dedication for all street rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 20,000.00 , pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, easement dedication will be completed by the City of Carlsbad, cost $605.00. / Dedication required as follows: ADJ 11-04 -approved 04/18/12 PR 11-36 -approved 03/07/12 4. IMPROVEMENT REQUIREMENTS Ail needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $100.000.00, pursuantto Carlsbad Municipal Code Section 18.40.040. 7 Public improvements required as follows: DWG 428-9F -approved 02/16/12 Construction of the public improvements must be deferred pursuant to Carlsbad iVIunicipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee nf $ 441 nn so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. / Future public improvements required as follows: n/a E-36 Page 3 ot 6 REV 6/01/12 Carlsbad Ranch PA 5 Phase II PLAN CHECK NO # CB12-2166 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. X Inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans, if no grading is proposed write: "NO GRADING" / 1 Grading Permit required. NOTE: The grading permit must be issued and rough grading approval obtained prior to issuance of a building permit. GR 11-30 -issued 02/07/12 I Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector , Grant Clavier (760) 602-2780 x 7318 . The inspector will then provide the engineering counter with a release for the building permit. No grading permit required. Minor Grading Permit required. See attached marked-up submittal checklist for project- specific requirements. 6. MISCELLANEOUS PERMITS / RIGHT-OF-WAY PERiViiT is required to do work in city right-of-way and/or private work adjacent to the public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. j Right-of-way permit required for: E-36 Page 4 of 6 REV 6/01/12 Carlsbad Ranch PA 5 Phase PLAN CHECK NO # CB12-2166 —FYI ONLY— See Tier 3 Storm Water Pollution Prevention plan on file with the Construction insp. Division, SWll-41 STORM WATER Construction Compliance Project Threat Assessment Form complete. Enclosed Project Threat Assessment Form incomplete. Requires Tier 1 Storm Water Pollution Prevention Plan. Please complete attached form and return (SW ) Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. —FYI ONLY— See Storm Water Management Plan on file with the Land Dev. Eng Division, SWMPll-15 Post-Development (SUSMP) Compliance Storm Water Standards Questionnaire complete. Storm Water Standards Questionnaire incomplete. Please make the corrections, re-sign the questionnaire and resubmit with next submittal. Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. http://www.carlsbadca.qov/business/buildinq/Documents/EnqStandsw-stds-vol4-ch2.pdf Project needs to incorporate low impact development strategies throughout in one or more of the following ways: Rainwater harvesting (rain barrels or cistern) Vegetated Roof Bio-retentions cell/rain garden Pervious pavement/pavers Flow-through planter/vegetated or rock drip line Vegetated swales or rock infiltration swales Downspouts disconnect and discharge over landscape Other: E-36 Page 5 of 6 REV 6/01/12 Carlsbad Ranch PA 5 Phase II PLAN CHECK NO # CB12-2166 9. WATER METER REVIEW Plumbing sheet Pl.O does not specifiy meter size X Domestic (potable) Use What size meter is required? Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be %". FYI FYI 8. FEES X Required fees have been entered in building permit. More mformation required for fee assessment Drainage fee applicable Added square feet Added square footage in last two years? Permit No. Permit No. Project built after 1980 Impervious surface > 50% Impact unconstructed facility Fire sprinklers required yes Upgrade yes No fees required :yes yes yes yes no no no no no (is addition over 150' from center line) no 10. Additional Comments Attachments: E-36 Engineering Application Storm Water Form Page 6 of 6 RIght-of-Way Application/Info. Reference Documents REV 6/01/12 *** Fee Calculation Worksheet *$* MORE INFORMATION NEEDED ENGINEERING DIVISION Prepared by: Date: GEO DATA: LFMZ: i^ B&T: 3 Address: Bldg. Permit #: Fees Update by: Date: Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: OFFICE (SALES) Sq.Ft./Units SF/1800 EDU's: TBD Types of Use: STORAGE Sq.Ft./Units SF/1800 EDU's: TBD Types of Use: Sq.Ft./Units EDU's: Types of Use: Sq.Ft./Units EDU's: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: OFFICE (SALES) Sq.Ft./Units 20/1000 (SF) ADT's: TBD Types of Use: STORAGE Sq.Ft./Units 5/1000 (SF) ADT's: TBD Types of Use: Sq,Ft./Units ADTs: Types of Use: Sq.Ft./Units ADTs: FEES REQUIRED: Within CFD::/ YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) •NO 1. PARK-IN-LIEU FEE: NW QUADRANT NE QUADRANT SE QUADRANT W QUADRANT ADT'S/UNITS: X FEE/ADT: =$ 2.TRAFFIC IMPACT FEE: ADTS/UNITS: ? X FEE/ADT: 95 =$ 3. BRIDGE & THOROUGHFARE FEE: DIST#1 DIST.#2 i jDIST.#3 ADTS/UNITS: ? X FEE/ADT: 188 =$ 4. FACILITIES MANAGEMENT FEE ZONE: 13 ADT'S/UNITS 25423 X FEE/SQ.FT./UNIT: =$ 5. SEWER FEE EDU's ? X FEE/EDU: 1.096 =$ BENEFIT AREA: EDU's X FEE/EDU: =$ 6. DRAINAGE FEES: PLDA: HIGH iMED UM LOW ACRES: X FEE/AC: =$ 7. POTABLE WATER FEES: UNITS CODE CONN. FEE METER FEE SDCWA FEE TOTAL ??? If2"--22,771 798 23,358 46,927 ***This may not represent a comprehensive list of fees due for this project Please contact the Building division at (760) 602-2719 for a complete listing of fees*** ^ CiTY OF n STORWl WATER COMPLIANCE FORWl TIER 1 CONSTRUCTION SWPPP E-29 Development Services Land Development Engmeering 1635 Faradav Avenue 760-602-2750 w w w.ca rtsb atSca.gov STORM WATER COMPUANCE CERTIHCATE My project is not in a ca'egoTy of penniJ types exempt from the Constifucton SWPPP requirements My project is not located inside or within 200 feet of an erwironmeotaliy sensitive anes vvith a significant potential for coritributirig pollirtants to nearby receiving watets by \vay of stom> water runoff or rwn-storm water dis<*iarge(s). My proiect does not require a grading plan pursuant lo the Cartsbad Gratiing OrtCnance <Ctiapter 15.16 of the Carlsbad Municipal Code) Wly project vnW not result in 2,500 s<5uare .feel or.tnore of soils disturbance including any associated construcUonstagingi slocKpiling. pavement removal, equipment storage, refueling and maintenance areais that meets one or more of the additional fbnowing criteria: « located within 200 feet of ari environmentally sensitive area or the Pacific Ocean; and/or. • disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical: and/or • disturtsed area is located along or wiilun 30 feet of a storm drain inlet, an open drainage channel or watercourse; and/or « construction be iniUated dunng the rainy season or wiB extend into the rainy season (Oct. 1 through April 30). ) CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATESWENTS ARE TRUE MiD CORRECT. I AM SUBMrTTING FOR crry APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS. 1 UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPIEMENTBEST MANAC^IWENT PRACTICES (BMPS) DURING CONSTOUCTION ACTIVITIES TO THE MAXIMUM eXTEr4T PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION REtATEO POLLtJTANTS; AND, (2) ADHERE TO, AND AT ALL TIMES. COMPLY WfTH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUTTHE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. i j 0WNER(S)/0WNER: STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EOUJPJVIENT AND MATERIALS SHAU BE AVAILABLE ON SITE TO FACIUTATE' RM'iQ IhiSTAlXATlON OF EROSION ANO SEDIMENT CONTROL BMPS WHEN IRAIN IS EMINENT. 2. THE OWNER/CONTRACTOR SHPi.L RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING: RAINFALL. 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE.REQUIRED BY THECITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. A. AUL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN TWE FIVE (5).DAY RAIN PROBABIUTY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALLBE REMOVED W=TER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTjON BEST M/W^AGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. SPECIAL NOTES PROJECT INFORMATION Site Address: Assessor's Parcel Nmiljer: '^.H-'l ^Q—Q'TL Project ID: KfajW ^ S/IL^S SCdj Construction Pemtlt No. Estimated Construction Start Date. Project Duration Monttis Emergency Contact: . ,24 hour Phoni Perceived Threat to Storm Water Quality ''TS-i Medium • Low If medium box is.checkfld. must attach a site pian sheet showing proposed worK area and location of proposed structural SMPs For City Use Only JARLSBAD STANDAflQilER 1 SWPPP Approved 3y:. Oate: £-29 Page 1 of 3 REV 4/30/10 /A- ^•7 CITY OF PLAN CHECK Community & Economic /A- ^•7 CITY OF REVIEW Development Department 1635 Faraday Avenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 ww/w.carlsbadca.gov DATE: 01/28/13 PROJECT NAME: Carlsbad Ranch PA 5 Phase II PLAN CHECK NO: CB12-2166 SET#: II ADDRESS: 1594 Marbrisa Cr (VILLA 57) VALUATION: $3,930,594 ***UPDATED 2/04/2013' PROJECT ID:CT 03 02 APN: 211-130-05 7 You may have corrections from one or more of the divisions listed in the table below. To determine status by one or more of these divisions, please contact 760-602-2719. This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION A Final Inspection by the Construction Mgmt & inspection Division Is requireci X Yes No This plan check review is NOT COMPLETE. Items missing or incorrect are listed on J the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: russo@noaainc. com PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602^665 Chris.Sexton@caiisbaclca.gov • • iZ. 760^602-4675 Gina.Ryi2#Gafisf3adca.gC5¥ Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov X Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov Greg Ryan 760^602-4663 Gregory.Ryan@carlsbaclca.gQV Cindy Wong 760-602-4662 Cyiithia.Woiig@carisbadca.gov Dominic Fieri 760-602-4664 Domjriic.Fieriigcarlsbaclca.gov Remarks: PAD CERT RECEIVED FROM CM&I 2/1/2013. CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE RECEIVED CiTV OF CARLSBAO FEBOUii TRANSPOftiAl ION OHFARTMENT CM&I DIVISION PROJECT INSPECTOR: ^JntAri A. /t/jjftf^, DATE:_ 1/31/13 PROJECT ID d-f /^3'/}2, GRADING PERMIT NO. f/0So LOTS REQUESTED FOR RELEASE: N/A = NOT APPLICABLE V = COMPLETE 1st 2nd. /' 1/ / i/ 1/ / v/ 1. Site access to requested lots adequate and logically grouped 2. Site erosion control measures adequate. 3. Overall site adequate for health, safety and welfare of public. 4. Letter from Owner/Dev. requesting partial release of specific lots, pads or bldg. 5. SVz" X 11" site plan (attachment) showing requested lots submitted. 6. Compaction report from soils engineer submitted. (If soils report has been submitted with a previous partial release, a letter from soils engineer referencing the soils report and identifying specific lots for release shall accompany subsequent partial releases), 7. EOW certification of work done with finish pad elevations of specific lots to be released. Letter must state lot (s) is graded to within a tenth (. 1) of the approved grading plan. 8. Geologic engineer's letter if unusual geologic or subsurface conditions exist. 9. Fully functional fire hydrants within 500 feet of building combustibles and an all weather roads access to site is required. • Partial release of grading for the above stated lots is approved for the purpose of building permit issuance. Issuance of building permits is still subject to all nomial City requirements required pursuant to the building permit process. Partial release of the site is denied for the following reasons: Constmction Manager Date lt\A MASTEK. FOR l<EView«.VStt< Funs liil WKM Dn ttepiti<liM>t4cO Fimt.a<>K (MVanSal SiK RCIWE Fnrn dK ^ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 ww/w.ca rlsbadca.gov DATE: 01 /28/13 PROJECT NAIVIE: Carlsbad Ranch PA 5 Phase II PROJECT ID:CT 03-02 PLAN CHECK NO: CB12-2166 SET#: II ADDRESS: 1594 Marbrisa Cr (VILLA 57) APN: 211-130-05 VALUATION: $3,930,594 ^ You may have corrections from one or more of the divisions listed in the table below. To determine status by one or more of these divisions, please contact 760-602-2719. This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION A Final Inspection by the Construction Mgmt & inspection Division is required Yes No X This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: russo@noaainc. com PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 Chris Sexton 760-602-4824 Cliris.Se.Kton@c.Tirlsbadca.gov Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov Greg Ryan 760^602-4663 Gregory,Ryan:§carlsbadca.go¥ (jina i-luiz 760-602-4675 Gina. R u i,7@ca risbadca .gov X Linda Ontiveros 760-602-2773 Llnda.Ontlveros@carlsbadca.gov Cindy Wong ' 760-602-4662 Cynthia.Wong@carSsbadca.gov Dominic Fieri 760-602-46f>4 Dorninic.Fieri@carlsbadC3.gov Remarks : AWAITING PAD RELEASE - AUTHORIZED FROM CONSTRUCTION MANAGEMENT & INSPECTION DIVISION MANAGER. ^ /? *** Fee Calculation Worksheet ENGINEERING DIVISION CT 03-02 GR 11-30 Prepared by: LINDA ONTIVEROS Date: 1/28/13 GEO DATA: LFMZ:13/B&T: 3 Address; 1594 MARBRISA CR Bldg. Permit#: CB 12-2166 Fees Update by: Date: Fees Update by: Date; EDU CALCULATIONS: List types and square footages for all uses. Types Of Use: OFFICE (SALES) Sq.Fl/Units 21,419 SF/1800 EDU's 11.90 Types of Use: STORAGE Sq,Ft./Units 4,004 SF/5000 EDU's .80 Types of Use: Sq.Ft./Units EDU's TOTAL: 12.70 Types of Use: Sq.Ft./Units EDU's ADT CALCULATIONS: List types and square footages for all uses. Types Of Use: OFFICE (SALES) Sq.Ft/Units 20/1000(21,419SF) ADT's 428 Types of Use: STORAGE Sq.Ft/Units 5/1000 (4,004SF) ADT's 20 Types of Use: Sq.Ft./Units ADT's TOTAL: 448 Types of Use: Sq.Ft/Units ADT's FEES REQUIRED: Within CFD:[7!YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) JNO 1. PARK-IN-LIEU FEE: NW QUADRANT 1 :NE QUADRANT ! jSE QUADRANT \ ]W QUADRANT ADT'S/UNITS; X FEE/ADT; =$ 2.TRAFFIC IMPACT FEE: ADT'S/UNITS: 448 X FEE/ADT: 95 =$ 42,560 3. BRIDGE & THOROUGHFARE FEE: L •DIST.#1 [J DIST.#2 1/JDIST.#3 ADT'S/UNITS: 448 X FEE/ADT: 188 =$ 84,224 4. FACILITIES MANAGEMENT FEE ZONE: 13 ADT'S/UNITS 25423 X FEE/SQ.FT./UNIT: =$ 10,169.20 5. SEWER FEE EDU's 12.70 X FEE/EDU: 842 =$ 10,693.40 BENEFIT AREA: EDU's X FEE/EDU: =$ 6. DRAINAGE FEES: PLDA; ; HIGH ! iMED UM ACRES: X FEE/AC: =$ 7. POTABLE WATER FEES: UNITS CODE CONN. FEE METER FEE SDCWA FEE TOTAL 1 D1.5 15,088 646 13,476 29,210 ***This may not represent a comprehensive list of fees due for this project. Please contact the Building division at [760) 602-2719 for a complete listing of fees*** ^ CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-29 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.ra risbadca.eov DATE: 11-02-2012 PROJECT NAME: MARBRISA PROJECT ID: SDP 03-02 PLAN CHECK NO: CB 12-2166 SET#: 1 ADDRESS: 1594 MARBRISA CR APN: 211-130-05 3 This plan check review is complete and has been APPROVED by the PLANNING Division. By: CHRISTER WESTMAN A Final Inspection by the PLANNING Division is required ^ Yes • No You may also have corrections from one or more of the d/V/s/ons listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. • This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check APPROVAL has been sent to: russo@noaainc.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: PUNNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 1 1 Chris Sexton 760-602-4624 Ch rls.Sexton@carlsbadca.gov Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov 1 Greg Ryan 760-602-4663 Gregorv.Rvan@carlsbadca.gov 1 Gina Ruiz 760-602-4675 Glna.Ruiz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontlveros@carlsbadca.gov 1 1 Cindy Wong 760-602-4662 Cvnthla.Wonfi@carlsbadca.gov Christer Westman / 760-602-4614 / christer.westman@carlsbadca.gov • Dominic Fieri 760-602-4664 Dominlc.Fleri@carlsbadca.gov Remarks: V -O \ i •r- CN • • • • • • • • • • • • • • • PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB 12-2166 Address 1594 MARBRISA CIRCLE Planner WESTMAN Phone (760) 602- 4614 APN: 211-130-05-00 Type of Project & Use: TIMESHARE Net Project Density: N/A Zoning: C-T-Q General Plan: T-R Facilities Management Zone: 13 CFD (in/out) # 1 Date of participation:12/21/93 Remaining net dev acres: ZERO Circle One (For non-residential development: Type of land used created by this permit: TIMESHARE) • • • Legend: ^ Item Complete • Item Incomplete - Needs your action Environmental Review Required: YES Kl NO • TYPE MITIGATED NEG DEC DATE OF COMPLETION: SEPT 1. 2004 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES Kl NO • TYPE SDP APPROVAL/RESO. NO. 5686-5691 DATE SEPT 1. 2004 PROJECT NO. SDP 03-02 OTHER RELATED CASES: CT 03-02/CDP 03-04/PUD 03-01/CUP 03-01/HDP 03-01 Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES Kl NO O CA Coastal Commission Authority? YES Q NO Kl If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt); CDP 03-04 APPROVED SEPT 1. 2004 Habitat Management Plan Data Entry Completed? YES • NO • If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) Inclusionary Housing Fee required: YES O NO Kl (Effective date of Inclusionary Housing Ordinance - May 21,1993.) Data Entry Completed? YES • NO • (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Housing Tracking Form (form P-20) completed: YES • NO • N/A Kl Rev 6/11 Site Plan: • • • Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. Policy 44 - Neighborhood Architectural Design Guidelines • •• 1. Applicability: YES • NO • • • • 2. Project complies: YES • NOO • • • • • • Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required Shown Required Shown Required Shown Required Shown Required Shown 2. Accessory structure setbacks: Front: Interior Side: Street Side: Rear: Structure separation: Required Shown Required Shown Required Shown Required Shown Required Shown • • • 3. Lot Coverage: Required Shown • • • 4. Height: Required MAX 35 FEET Shown MAX 34 FEET • • n • • • 5. Parking: Spaces Required Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER C^'jl^yy l^T^/i^^v- DATE 11-02-12 Rev 6/11 PLAN CHECK PLAN CHECK Community & Economic ^ CITY OF REVIEW BLDG. DEI TRANSMITTAL ^^uajMMent Department 1 ^M^Staraday Avenue CARLSBAD REVIEW BLDG. DEI TRANSMITTAL Carlsbad CA 92008 www.carlsbadca.gov DATE: 3-18-13 PROJECT NAME: Marbrisa Sales Building PROJECT ID: CB122166 PLAN CHECK NO: CB122166 SET*: I ADDRESS: 1594 MaibHsa Cr. APN: • This plan check review is complete and has been APPROVED by the Fire Division. By: D. Fieri A Final Inspection by the Fire Division is required Kl Yes • No This plan check review is NOT COIVIPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: You may also have corrections from one or more ofthe divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should Include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov 1 1 Greg Ryan 760-602-4663 Gregory.Ryan@carlsbadca.gov 1 1 Gina Ruiz 760-602-4675 Gina.Rulz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov Q Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.gov • • X Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.fiov Remarks: BLDG. DEPT COPY Carlsbad Fire Department c^p; Plan Review Requirements Category: COMMIND , INDUST Date of Report: 03-18-2013 Reviewed by: Name: RUSSEL ONUFER Address: 2398 SAN DIEGO AV SANDIEGO CA 92110 Permit #: CB122166 Job Name: GRAND PACIFIC RESORTS: Job Address: 1594 MARBRISA CR CBAD ' INCOMPLETE—The item you lia've. submitted for fcvicw is incomplete. At thia time, this office cannot —adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review • • carefully all commentg attached. Pleaae fetjubmll llie necessary plans mid/ui speLifitdtiuns, with changes "clouded" *to this office for review and approvolr Cond: CON0006153 [MET] THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 03/18/2013 By: df Action: AP BLDG. DEPT COPY RECOMMENDED APPROVAL WITH CONDITIONS CORRECTION LIST See comments 1-7 in red below: paae: i of 12 Daryl K. James & Associates, Inc. Re-Checlced By: Robert Salqado Plan Check Date: 01/21/2013 APPLICANT: Dan Talant, Applicant (619) 297-8066 x 25; dant@noaainc.com JURISDICTION: Carlsbad Fire Department PROJECT NAIVIE: Marbrisa Resort - SALES BUILDING PROJECT ADDRESS: 1594 Marbrisa CR. PROJECT DESCRIPTION: CB12-2166. New three-story mixed use building with an area of 25,423 SQ/FT, with a basement having an area of 7,115 SQ/FT. The basement will be used as a garage, with storage space, and will serve as the resorts maintenance & operations facility. The first floor will serve as a permanent resort sales office, and the second and third stories will consist of resort-style residential occupancies (lodging). The design and construction of the building will include exterior decks/walkways that serve as part of the means of egress. The outdoor patio and terrace spaces will serve the occupants in the resort-style lodging units located on the 2'^ and 3"* floors. This project also includes new Mechanical, Electrical, and Plumbing systems (MEP); all fire protection equipment and systems are deferred submittal items. This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department applicable to the scope of work. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. IMPORTANT INSTRUCTIONS FOR EXPEDITING THE RECHECK PROCESS: 1. Please provide an explanation or note on this correction list or copy (or separate document) of how, and where each correction item has been addressed. Note: The written responses from the Architect, Contractor, and/or Engineer must include the following plan review items: Sheet number, note number, detail number, legend number, table reference, etc. 2. All Additions, Changes, Corrections, Deletions, Modifications, or Revisions to the plans must be clouded and provided with numbered deltas and revision dates. 3. If obtained, please email a copy of comments from Esgil to: flsreview_inspection@roadrunner.com 4. Please direct any questions regarding this review directly to: Robert Salgado at: (951) 541-4380, or to his email address at: flsreview_inspection@roadrunner.com TO AVOID DELAY, PLEASE SEND REVISED PLANS, WITH NOTES TO COMMENTS, DIRECTLY TO: Attn: Robert Salgado 36341 Flower Basket Road Winchester, CA 92596 FIRE AND LIFE SAFETY COMMENTS (non-structural plan reviewV. •SHEET A-1. GENERAL INFORMATION: 1) •Expand the "SCOPE OF WORK" statement on the cover sheet by fully describing, in detail, the intent of the design and construction of the permanent R-2 use planned for the 1** and 2"^* floors. Please specify the temporary uses/occupancies on the upper levels, and define a phasing plan with approximate dates of when the future R-2 conversion will take place. Also add a note onto the plans stating that all new work under this permit will include fire and life safety provisions required for R-2 Occupancies. 2) • Revise the "BUILDING CODE INFORMATION" box to show the following code criteria: a, 1 • Identify any fire sprinkler substitutions on plan. Clarify allowable increases in area, additional stories, or 1-hour construction (NOTE: 2010 CBC, Table 503 prohibits an A-3 [outdoor assembly area-exterior seating] above the 2"" floor when the building is type V-A Construction). REVISE SHEET A-11 TO SHOW THE CORRECT AREA CALCULATION IN ORDER 1n TO REMAIN A "B" OCCUPANCY (756*15 = 50.4); SHEET A-11 SHOWS 49 OCCUPANTS ON THE 3"° FLOOR PATIO DECK. b. •Provide a code analysis that incorporates a broad breakdown of all interior areas, rooms, and spaces; show the "Sum-of the-Ratios for all separated occupancies on each level, refer to 2010 CBC, Section 508.4.2 (NOTE: The code analysis must reflect the following uses: A-3, B, E or 1-4 [childcare], F-1, R-2, and S-2). c. •The "Basement" is regarded as a separate and distinct building, and therefore must comply with the special horizontal assembly provisions, as specified in 2010, CBC, 509.1 [509.2 through 509.9]. These provisions are intended to separate the S-2 occupancy (enclosed basement garage) from the A-3, B, E or 1-4 [childcare], and R-2 occupancies located above grade. The building code information must reflect a 3-hour horizontal assembly and type IA construction, unless an alternate design can satisfy the requirements specified in 2010, CBC, 509.1 [509.2 through 509.9]. d. •The R-2 occupancies [sleeping and dwelling units] located on the 2"" and 3"^ floors must be separated both vertically (walls) and horizontally (floor/celling) from each other, and from all other occupancies contiguous to them in the same building. 3) •Add the followinq sub-heading under the "FIRE DEPARTMENT NOTES" box on Sheet A-1 and insert the following text: Deferred Submittal Items: •a. Fully-Automatic Fire Sprinkler System, California 2010 Fire Code, Section 903, and NFPA 13, 2010 edition. Architect of record (AOR) to consult with the city of Carlsbad Fire Marshal for design criteria (hazard class/density) required for all uses and occupancy groups associated with this project. • b. Fire Alarm and Detection System, 2010 CFC, Sections 907.1 through 907.9 (which includes all other uses and occupancy groups associated with this project), and NFPA 72, 2010 edition. Specify type of system: Manual or automatic, combination automatic/manual alarm and detection system, and specify sprinkler monitoring requirements in accordance with 2010 CFC, 903.4 through 903.4.2. •SHEETS A-2. SITE PLAN: 1) •Provide a stamped and signed copy of the approved Civil Drawings reflecting all U/G fire protection components serving the new Sales Building (must be approved by the City of Carlsbad Fire Marshal). If the master civil drawing on record with the city covers the site conditions shown on Sheet A-2 of this project, then please add a note onto the plans referencing the permit # for the approved Civil Drawings. 2) •The following plan approvals are required prior to the final approval of this project Items a. through c. must be included as part of the back check submittal. If any of the requested approvals are on record with the fire department no copies are required, however, the AOR must add a note onto the plans, or offer written documentation on the company letter head: a. •FIRE FLOW REPORT: Provide a letter from the local water department stating that the available water supply is capable of supplying the required fire flow for the new sales/timeshare property. Any reduction in fire flow or amount of fire hydrants using 2010 CBC Appendix B & C will need to be approved by the Carlsbad Fire Marshal. NOTE: The available water supply data and approved sprinkler hydraulic calculations may suggest the need for a fire pump when it is determined that the available water supply cannot meet the system demand. b. •HYDRANT AND FDC PLAN: Provide an approved plan indicating locations of current and proposed fire hydrants, back flow prevention devices, sprinkler control valves, and FDC locations. The Fire Flow requirements for the new 3-Story, 25,423 SQ/FT building must be determined by the Carlsbad Fire Marshal and approved in accordance with Carlsbad Municipal Fire Prevention Code Section 17.04.360. c. •FIRE DEPARTMENT ACCESS PLAN: Provide a revised site plan indicating the approved emergency access and fire apparatus access roads meeting the 150'-0" requirement, 2010 CFC, Sections 503.1.1 and 504.1. The emergency access/roadway plan must also show no parking fire lanes, as per the Carlsbad Municipal Fire Prevention Code 17.04 and the CFC, Section 503.3. All site conditions must be reviewed and approved by the City of Carlsbad Fire Marshal. 3) •Show location of proposed numeric address on building. Address numbers must meet Carlsbad Municipal Fire Prevention Code 17.04.310 minimum 12 inches high with a I-V2 inch stroke. •SHEET A^. BASEMENT FLR & RCP PLANS: 1) •Revise Sheet A-4 to specifically show the occupancy classifications of each area, room, or space as indicated within the code analysis on Sheet A-1, and show the required occupancy separations utilizing a wall legend scheme to identify the type of wall and hourly rating. The wall legend must call-out corresponding sheet/detail #'s for each wall type, including shafts and soffits. Coordinate the opening protection requirements with the door and window schedules. 2) 2n Provide basement construction notes that define the design criteria for the 3-Hour Horizontal Assembly, and explain how the basement is regarded as a separate and distinct building. Refer to the special horizontal assembly provisions, as specified in 2010, CBC, 509.1 [509.2 through 509.9]. These provisions are intended to separate the S-2 occupancy (enclosed basement garage) from the A-3, B, E or 1-4 [childcare], and R-2 occupancies located above the basement. The basement construction notes and legend must call-out a 3-hour horizontal assembly and type IA construction, unless an alternate design can satisfy the requirements specified in 2010, CBC, 509.1 [509.2 through 509.9]. 2n SHOW THE REQUIRED 1-HOUR SEPARATION BETWEEN THE F-1 AND S-2 OCCUPANCIES PER 2010 CBC, TABLE 508.4. 3) •Call-out 2-Hour construction for elevator shafts, exit stainway enclosures, and any other building element that penetrates the 3-Hour Horizontal Assembly. Provide details for all fire-rated construction utilized to achieve this requirement. 4) •Specify the type of fire door system utilized to protect the openings of each elevator shaft enclosure which interconnects the basement with the three floors above grade; include draft and smoke requirements, and provide notes that describe the activating sequence and auto-closing functions. An enclosed elevator lobby is required on each level. Clarify enclosed elevator lobby requirements as specified in 2010 CBC, Section 708.14.1. 5) 3n Show locations of fire extinguishers, and indicate whether the cabinet is surface mount or semi- recessed, and include notes that identify the type, size, and mounting height criteria, typical - all areas, rooms, and spaces. 3n SHOW A FIRE EXTINGUISHER NEXT TO DOOR #3 INSIDE OF HALLWAY B100, COORDINATE WITH SHEET A-10. 6) •Clarify the extent and type of stainway serving the southeast end of the building. The exit stainway serving door #12 from the basement appears to extent upwards to the 3"* floor, and appears to be an exit stairway enclosure; but yet all drawings (details, elevations, floor plans, and sections) do not accurately reflect if the exit stainway is in fact open to the exterior or completely enclosed. 7) •Provide a comprehensive description of both, the housekeeping and maintenance operations, and define the type and quantity of vehicles stored in the garage. Ensure the applicable provisions of 2020 CFC, Section 309 are incorporated into the fire and life safety requirements listed for rooms B114, B116, and B117. 8) •Provide an opinion and report for use or storage of hazardous materials in the basement This would include a list of flammable and combustible liquids used and stored in the basement (to ensure chemical quantities are under the exempt amounts). Clarify whether or not his basement is intended to accommodate laundry and facility maintenance operations for the entire vacation resort. Refer to 2010 CBC, Section 414; also refer to the fire and mechanical code for flammable liquid storage cabinets and ventilation requirements. 9) •Provide an equipment floor plan layout that shows the type and arrangement of all commercial appliances, fixtures, hot work equipment (welding), compressors (pressure vessels), battery charging stations for carts, and electrically driven tools utilized in the basement garage, laundry, and maintenance areas. • SHEET A-5.1^^ PLAN: 1) •The entire area identified as "Children's Activities" resembles a child-day care facility which, based on use or occupancy, becomes an "E" or "1-4" occupancy. Clarify the applicable provisions of 2010 CBC, Sections 305.2 and 308.5. Revise the floor to show the required occupancy separation walls in accordance with Table 508. 2) •The child-day care area will require a fully automatic alarm and detection system. 3) •The exit system at the southwest corner of the building must comply with the following provisions: a. •l-Hour fire-rated corridor per 2010 CBC, Table 1018.1; E or 1-4 occupancies with more than 6- 10 persons; serving door #19 (corridor continuity through the exterior walkway). b. •Occupants exiting from doors #18, #19, #20, and from stainway #2 all converge at the level of exit discharge and therefore share the same MOE; in this case, the covered, partially-enclosed outdoor walkway must meet the most stringent requirements. Refer to 2010, CBC, Section 1004.9. c. •The open side of the exterior stairway must have a minimum of 35 square feet of aggregate open area adjacent to each floor level. 4) •Revise Sheet A-5 to specifically show the occupancy classifications of each area, room, or space as indicated within the code analysis on Sheet A-1, and show the required occupancy separations utilizing a wall legend scheme to identify the type of wall and hourly rating. The wall legend must call-out corresponding sheet/detail #'s for each wall type, including shafts and soffits. Coordinate the opening protection requirements with the door and window schedules. 5) •Call-out 1-Hour fire-resistive requirements for storage room #103 (not incidental) located under exit stainway #2; update the door schedule to show a 60 minute opening instead of %-Hour due to the fact it is part of the exit stairway enclosure. Refer to 2010 CBC, Table 715.4. Typical for all similar conditions. 6) •Sales lounge room #120 is an A-3 occupancy; change classification on plan, adjust the code analysis, clarify occupancy separations, and update the door schedule to show doors #21 and #22 with Panic Hardware (>50 occupants, when using 15 as the O.L. factor). 7) •An enclosed elevator lobby is required on each level. Clarify enclosed elevator lobby requirements as specified in 2010 CBC, Section 708.14.1. 8) •Specify the type of fire door system utilized to protect the openings of each elevator shaft enclosure which interconnects the basement with the three floors above grade; include draft and smoke requirements, and provide notes that describe the activating sequence and auto-closing functions. An enclosed elevator lobby is required on each level. Clarify enclosed elevator lobby requirements as specified in 2010 CBC, Section 708.14.1. 9) •Coordinate use and occupancy provisions and exit design revisions with corresponding MOE drawings. 10) •Show locations of fire extinguishers, and indicate whether the cabinet is surface mount or semi- recessed, and include notes that identify the type, size, and mounting height criteria, typical - all areas, rooms, and spaces. Call-out cabinet detail where installed in a fire-rated wall. 11) •Clarify exit stairway protection, which involves separating the exterior exit stainways from the interior of the building. Refer to CBC, Section 1026.6, Exception # 2. NOTE: The openness of the exterior walkway at grade (1^ floor at stainway #4) does not meet the 50% openness requirement due to architectural features such as, solid guard/wall fronts, columns, and arches, typical. •SHEET A-7. 2^^° FLOOR & RCP PLANS: 1) •Call-out 1-Hour fire-resistive requirements for storage room #216 (not incidental) located under exit stainway #4; update the door schedule to show a 60 minute opening instead of %-Hour due to the fact it is part of the exit stairway enclosure. Refer to 2010 CBC, Table 715.4. Typical for all similar conditions. 2) •Call-out 1-Hour fire-resistive requirements for storage room #207 (not incidental) located under exit stairway #2; update the door schedule to show a 60 minute opening instead of %-Hour due to the fact it is part of the exit stainway enclosure. Refer to 2010 CBC, Table 715.4. Typical for all similar conditions. 3) •An enclosed elevator lobby is required on each level. Clarify enclosed elevator lobby requirements as specified in 2010 CBC, Section 708.14.1. 4) •Specify the type of fire door system utilized to protect the openings of each elevator shaft enclosure which interconnects the basement with the three floors above grade; include draft and smoke requirements, and provide notes that describe the activating sequence and auto-closing functions. An enclosed elevator lobby is required on each level. Clarify enclosed elevator lobby requirements as specified in 2010 CBC, Section 708.14.1. 5) •Clarify exit stairway protection, which involves separating the exterior exit stairways from the interior of the building. Refer to CBC, Section 1026.6, Exception # 2. NOTE: The openness of the exterior egress balconies on second and third floors does not meet the 50% openness requirement due to architectural features such as, solid guard/wall fronts, columns, and arches, typical. 6) •The openness on long side of the egress balcony is less than 50%; this creates a partially enclosed condition within the building, thus causing the need for a separation wall between the egress balcony and the dwelling/sleeping units. Walls and openings must meet the same F.R. construction as required for corridors. Refer to CBC, Sections 1019, and 1026.6. Exception 1019.2 does not apply due to the Bridge configuration. Revise floor plans, sections, wall legends, ceiling/floor/shafts/wall assembly details, M.E.P. drawings, and door/glazing schedules to reflect all the fire/life provisions associated with the fire partition that separates the egress balcony form the dwelling/sleeping units, typical. 7) •Show locations of fire extinguishers, and indicate whether the cabinet is surface mount or semi- recessed, and include notes that identify the type, size, and mounting height criteria, typical - all areas, rooms, and spaces. 8) •Provide rescue window (5.7 Square feet) information and call-out requirements for the R-2 sleeping rooms; show locations on plan. Refer to 2010 CBC, Section 1029. 9) •Coordinate use and occupancy provisions and exit design revisions with corresponding MOE drawings. •SHEET A-8. 3*^° FLOOR & RCP PLANS: 1) •An enclosed elevator lobby is required on each level. Clarify enclosed elevator lobby requirements as specified in 2010 CBC, Section 708.14.1. 2) •Specify the type of fire door system utilized to protect the openings of each elevator shaft enclosure which interconnects the basement with the three floors above grade; include draft and smoke requirements, and provide notes that describe the activating sequence and auto-closing functions. An enclosed elevator lobby is required on each level. Clarify enclosed elevator lobby requirements as specified in 2010 CBC, Section 708.14.1. 3) •Clarify exit stairway protection, which involves separating the exterior exit stairways from the interior of the building. Refer to CBC, Section 1026.6, Exception # 2. NOTE: The openness of the exterior egress balconies on second and third floors does not meet the 50% openness requirement due to architectural features such as, solid guard/wall fronts, columns, and arches, typical. 4) •The openness on long side of the egress balcony is less than 50%; this creates a partially enclosed condition within the building, thus causing the need for a separation wall between the egress balcony and the dwelling/sleeping units. Walls and openings must meet the same F.R. construction as required for corridors. Refer to CBC, Sections 1019, and 1026.6, Exceptions. Revise floor plans, sections, wall legends, ceiling/floor/shafts/wall assembly details, M.E.P. drawings, and door/glazing schedules to reflect all the fire and life safety provisions associated with the fire partition that separates the egress balcony form the dwelling/sleeping units, typical. 5) •Show locations of fire extinguishers, and indicate whether the cabinet is surface mount or semi- recessed, and include notes that identify the type, size, and mounting height criteria, typical - all areas, rooms, and spaces. 6) •Provide rescue window (5.7 Square feet) information and call-out requirements for the R-2 sleeping rooms; show locations on plan. Refer to 2010 CBC, Section 1029. 7) •The fire pit is too close to the building as measured from the edge of the finished fire pit to the furthest projecting element of the new R-2 building (permanent use). Refer to 2010 CFC, Sections 307 and 308. 8) •Coordinate use and occupancy provisions and exit design revisions with corresponding MOE drawings. •SHEET A-9. ROOF PLAN & CANOPIES: 1) •Specify the required roof class in accordance with Carlsbad Ordinance 18.04.230, CBC, Section 1501 Amended [roof coverings shall be Class A]. 2) •Clarify the provisions of Carlsbad Policies and Procedures 80-6, Intent B. •SHEETS A-10 AND A-11. MOE PLANS FOR ALL LEVELS: 1) Ao Revise all MOE drawings to reflect the corrections listed on the architectural floor plans. Limit the information on the Exit Analysis to the provisions contained in 2010 CBC, Chapter 10 respectively. AD SHOW THE REQUIRED 1-HOUR SEPARATION BETWEEN THE F-1 AND S-2 OCCUPANCIES PER 2010 CBC, TABLE 508.4. COORDINATE WITH SHEET A-4 (INCLUDE THE "WORST CASE" A-3 OCCUPANCY). 2) •The MOE exit plan should show the travel distances through the entire MOE to a public way. 3) •With exception of all means of egress (MOE) - specific information; delete all the architectural design information that relates specifically to fire and life safety (FLS) and transfer this information back onto SHEET A-4, BASEMENT FLR & RCP PLANS (FLS info should be incorporated into the architectural floor plan design, as this is where wall separations, door/window schedules, and MEP drawings typically reference each other). 4) •With exception of all means of egress (MOE) - specific information, delete all the architectural design information that relates specifically to fire and life safety and transfer this information back onto SHEET A- 5, 1®^ FLOOR PLAN (FLS info should be incorporated into the architectural floor plan design, as this is where wall separations, door/window schedules, and MEP drawings typically reference each other). 5) •With exception of all means of egress (MOE) - specific information, delete all the architectural design information that relates specifically to fire and life safety and transfer this information back onto SHEETS A-7 and A-8 FLOOR & RCP PLANS (FLS info should be incorporated into the architectural floor plan design, as this is where wall separations, door/window schedules, and MEP drawings typically reference each other). •SHEET A-12. ENLARGED PLANS: 1) •Revise the elevator shaft details to show the hourly-rating requirements, fire door protection systems, and enclosed elevator lobby requirements. Coordinate with floor plans. 2) •Revise the exit stain/vay details to show the hourly-rating requirements, and call-out the stairway type (enclosed/interior or outdoor/exterior). Coordinate with floor plans. •SHEET A-15. BUILDING SECTIONS: 1) 5n The sheet description is missing from the lower hght margin. 5n ADD THE SHEET DESCRIPTION TO THE LOWER RIGHT MARGIN OF SHEET A-15. 2) •Revise the section drawings to show the hourly rating of each floor/ceiling or horizontal assembly, shaft, or wall; as shown on the floor plans. •SHEET A-16. BUILDING SECTIONS: 1) •Revise the section drawings to show the hourly rating of each floor/ceiling or horizontal assembly, shaft, or wall; as shown on the floor plans. •SHEET A-17. DOOR & WINDOW SCHEDULES: 1) •Revise the opening and glazing schedules to show hourly ratings applicable to all fire rated conditions, as noted on the floor plan plans. The "RATING" and "REMARKS" columns, and Door Schedule numbers must correspond with the letter/number designations that are assigned to each door and window. Update Hardware Schedule (key door notes) as well to include F.R. requirements (Refer to the typical comments shown on the floor plans and sections); to be verified at time of back check. 2) •Add elevator fire door system notes onto the plans and provide manufacture cut sheets. 3) •Provide rescue window (5.7 Square feet) information and call-out requirements for the R-2 sleeping rooms. Refer to 2010 CBC, Section 1029. •SHEET A-19. INTERIOR ELEVATIONS FLRS: 1 & 2: 1) •Clarify venting system for the fireplace in room #113. •SHEETS A-22. A-23. AND A-24. DETAILS: 1) •Revise details for ceilings/floors/shafts/walls/horizontal assemblies to reflect all the fire/life provisions associated with the required separations at the egress balcony, elevator shaft, and dwelling/sleeping units, and separation between the basement and the 1^^ floor. Coordinate with floor plan comments, TYPICAL. 2) •All details must reference and specify the applicable assembly number, as approved by Gypsum. Wall Board Association, U.L., or CBC. 3) •Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for new carpet, padding and carpet base. CFC 804 4) •Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for wall finish material and corner guards. CBC 803.1.2 5) •Denote all furnishings and evidence of compliance with CFC 808. 6) •Provide specifications and other acceptance criteria for flame spread and smoke developed index for furniture. 7) •Denote all decorative materials and trim and evidence of compliance in accordance with CFC 807.2 SHEET A-25. RESIDENTIAL CONVERSION PLAN: 1) •Revise the R-2 drawings to show all the applicable provisions covered in 2010 CFC, Section 420, and Chapter 10. Coordinate with the floor plan comments. •SHEET M0.1. MECHANICAL LEGEND & NOTES: 1) 6n Add a note on plans to read: 2010 California Mechanical Code (CMC Part 4, Title 24, California Code of Regulations (CCR) Sased on the 2009 Uniform Mechanical Code (UMC) with 2010 Amendments. Qn HAVE THE MECHANICAL ENGINEER REVISE NOTE #16 •SHEET M0.2. MECHANICAL SCHEDULES: 1) •Call-out exhaust equipment dedicated for individual basement compartments, fans that are specifically utilized to vent fumes and vapors produced by laundry, cart storage, and maintenance operations. 2) •Call-out exhaust equipment dedicated for the fireplace located in room #113. •SHEETS M2.1 through M2.8. MECHANICAL FLOOR PLANS: 1) •Revise mechanical drawings to show combination smoke/fire dampers at all locations where ducts penetrate fire rated assemblies, typical, all three floors. Refer to CBC, Sections, 716.5.4 and 716.5.4.1 (2.3 and 2.5). Coordinate with the revised architectural floor plans; it is recommended that the Mechanical P.E. consults with the AOR to obtain accurate and detailed information on the fire-resistive construction and all fire-rated components and elements throughout the building. TYPICAL. •SHEETS M5.1 AND M5.2. MECHANICAL DETAILS: 1) •Revise mechanical equipment details to include fire safety provisions for closure of smoke/fire dampers. Coordinate with mechanical floor plans and equipment schedules, details must show manufacture and listing information, and schematics that clearly depict wiring for control relays and interconnection contacts to the buildings fire alarm system, typical, refer to the CFC, Sections 907.3 and 907.4.1 2) •Provide a detail of a smoke/fire damper penetrating a fire-rated assembly, include installation notes, information pertaining to the actuator/motor, and coordinate with mechanical and electrical (120 volt circuit for the actuator) floor plans. TYPICAL. •SHEET P0.1. PLUMBING LEGEND & NOTES: 1) 7n ADD A NOTE ON PLANS TO READ: "ALL PLUMBING WORK SHALL COMPLY WITH 2010 CALIFORNIA PLUMBING CODE (CPC) PART 5, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR) BASED ON THE 2009 UNIFORM PLUMBING CODE (UMC) WITH 2010 AMENDMENTS. DELETE ANY REFERENCES TO THE 2007 CPC. •SHEETS P5.1 AND P5.2. PLUMBING DETAILS: 1) •Provide details for "Penetrations of fire-resistive floor/ceilings, shafts, roof/ceilings, and wall and horizontal assemblies, as required by 2010 CBC, Sections, 713.3 and 713.4; it is recommended that the Mechanical P.E. consults with the AOR to obtain accurate and detailed information on the fire-resistive construction and all fire-rated components and elements throughout the building. TYPICAL. • SHEET E2.0. ELECTRICAL BASEMENT LTG PLAN: 1) • Provide an additional exit sign where the hallway changes direction at door #10. 2) •Provide emergency lighting in the elevator machine room. •SHEET E2.2. ELECTRICAL 2^° FLOOR LTG PLAN: 1) •Provide additional exit signs directly in front of each exit stainway. •SHEET E3.0. ELECTRICAL BASEMENT POWER PLAN: 1) •Relocate the main distribution board DB-7 to a different location; do not install under any of the exit stairs. 2) •Provide battery charging notes onto plans and provide manufacture cut-sheets for the golf carts and the compatible charging system. •SHEET E3.1. ELECTRICAL 1'* FLOOR POWER PLAN: 1) •The child-day care area will require a fully automatic alarm and detection system. •NOTE: Provide separate drawings for R-2 provisions. 10 •SHEET E3.2. ELECTRICAL 2'*° FLOOR POWER PLAN: 1) •Add a separate electrical floor plan drawing that shows single-station smoke alarnis and carbon monoxide detectors within all dwelling/sleeping units; for locations and specific requirements refer to CBC, Sections 420.1 through 420.4.4, and CBC, Section 907.2.11. 2) •Add a separate electrical floor plan drawing to show dedicated circuits for all fire and life safety appliances and devices (single-station smoke alarms and carbon monoxide detectors). NOTE: Do not interconnect alarm and detection equipment with designated power circuits such as wall outlets, or lighting circuits serving each unit Coordinate dedicated circuits with Panel Schedules. •SHEET E3.3. ELECTRICAL 3'^° FLOOR POWER PLAN: 3) •Add a separate electrical floor plan drawing that shows single-station smoke alarms and carbon monoxide detectors within all dwelling/sleeping units; for locations and specific requirements refer to CBC, Sections 420.1 through 420.4.4, and CBC, Section 907.2.11. 4) •Add a separate electrical floor plan drawing to show dedicated circuits for all fire and life safety appliances and devices (single-station smoke alarms and carbon monoxide detectors). NOTE: Do not interconnect alarm and detection equipment with designated power circuits such as wall outlets, or lighting circuits serving each unit Coordinate dedicated circuits with Panel Schedules. •SHEET E4.3. ELECTRICAL SCHEDULES: 1) •Add a note on plans to read: "All electrical work shall comply with the 2010 California Electrical Code (CEC), and all other applicable codes, regulations, and standards, as adopted by the city of Carlsbad." 2) •Add the following notes onto Sheet: E4.3 • •Means of egress illumination level shall be not less than 1-foot candle at the walking surface and equipped with not less than 90-minute battery backup, 2010 CBC, Section 1006 • •Exit signs shall be illuminated at all times and equipped with not less than 90-minute battery backup. 2010 CBC, Section 1011.5.3 Recommended Approval With Conditions 1) • REVISE SHEET A-11 TO SHOW THE CORRECT AREA CALCULATION IN ORDER TO REMAIN A "B" OCCUPANCY (756-15 = 50.4); SHEET A-11 SHOWS 49 OCCUPANTS ON THE 3^° FLOOR PATIO DECK. 2) • SHOW THE REQUIRED 1-HOUR SEPARATION BETWEEN THE F-1 AND S-2 OCCUPANCIES PER 2010 CBC, TABLE 508.4. 3) • SHOW A FIRE EXTINGUISHER NEXT TO DOOR #3 INSIDE OF HALLWAY B100, COORDINATE WITH SHEET A-10. 11 4) • SHOW THE REQUIRED 1-HOUR SEPARATION BETWEEN THE F-1 AND S-2 OCCUPANCIES PER 2010 CBC, TABLE 508.4. COORDINATE WITH SHEET A-4 (REF. TO "THE WORST CASE A-3 OCCUPANCY"). 5) • ADD THE SHEET DESCRIPTION TO THE LOWER RIGHT MARGIN OF SHEET A-15. 6) • HAVE THE MECHANICAL ENGINEER REVISE NOTE #16 7) • ADD A NOTE ON PLANS TO READ: "ALL PLUMBING WORK SHALL COMPLY WITH 2010 CALIFORNIA PLUMBING CODE (CPC) PART 5, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR) BASED ON THE 2009 UNIFORM PLUMBING CODE (UMC) WITH 2010 AMENDMENTS. DELETE ANY REFERENCES TO THE 2007 CPC. END OF COMMENTS 12 BLDG. DEPT COPY CORRECTION LIST Page: 1 of 10 Daryl K. James & Associates, Inc. Checked By: Robert Salgado Plan Check Date: 11/12/2012 APPLICANT: Dan Talent, Applicant (619) 297-8066 x 25; dant@noaainc.com JURISDICTION: Carlsbad Fire Department PROJECT NAME: Marbrisa Resort - SALES BUILDING PROJECT ADDRESS: 1594 Marbrisa Circle PROJECT DESCRIPTION: CB12-2166. New three-story mixed use building with an area of 25,423 SQ/FT, with a basement having an area of 7,115 SQ/FT. The basement will be used as a garage, with storage space, and will serve as the resorts maintenance & operations facility. The first floor will serve as a permanent resort sales office, and the second and third stories will consist of resort-style residential occupancies (lodging). The design and construction of the building will include exterior decks/walkways that serve as part of the means of egress. The outdoor patio and terrace spaces will serve the occupants in the resort-style lodging units located on the 2"^* and 3"' floors. This project also includes new Mechanical, Electrical, and Plumbing systems (MEP); all fire protection equipment and systems are deferred submittal items. This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department applicable to the scope of work. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. IMPORTANT INSTRUCTIONS FOR EXPEDITING THE RECHECK PROCESS: 1. Please provide an explanation or note on this correction list or copy (or separate document) of how, and where each correction item has been addressed. Note: The written responses from the Architect, Contractor, and/or Engineer must include the following plan review items: Sheet number, note number, detail number, legend number, table reference, etc. 2. All Additions, Changes, Corrections, Deletions, Modifications, or Revisions to the plans must be clouded and provided with numbered deltas and revision dates. 3. If obtained, please email a copy of comments from Esgil to: flsreviewJnspection@roadrunner.com 4. Please direct any questions regarding this review directly to: Robert Salgado at: (951) 541-4380, or to his email address at: flsreview_inspection@roadrunner.com TO AVOID DELAY, PLEASE SEND REVISEO PLANSy WITH NOTES TO COMMENTS, DIRECTLY TO: Attn: Robert Salgado 36341 Flower Basket Road Winchester, CA 92596 FiRE AND LIFE SAFETY COMMENTS (non-structural plan review): SHEET A-1. GENERAL INFORMATION: 1) Expand the "SCOPE OF WORK" statement on the cover sheet by fully describing, in detail, the intent of the design and construction of the permanent R-2 use planned for the 1^' and 2 floors. Please specify the temporary uses/occupancies on the upper levels, and define a phasing plan with approximate dates of when the future R-2 conversion will take place. Also add a note onto the plans stating that all new work under this permit will include fire and life safety provisions required for R-2 Occupancies. 2) Revise the "BUILDING CODE INFORMATION" box to show the following code criteria: a. Identify any fire sprinkler substitutions on plan. Clarify allowable increases in area, additional stories, or 1-hour construction (NOTE: 2010 CBC, Table 503 prohibits an A-3 [outdoor assembly area-exterior seating] above the 2"" floor when the building is type V-A Construction). b. Provide a code analysis that incorporates a broad breakdown of all interior areas, rooms, and spaces; show the "Sum-of the-Ratios for all separated occupancies on each level, refer to 2010 CBC, Section 508.4.2 (NOTE: The code analysis must reflect the following uses: A-3, B, E or 1-4 [childcare], F-1, R-2, and S-2). c. The "Basement" is regarded as a separate and distinct building, and therefore must comply with the special horizontal assembly provisions, as specified in 2010, CBC, 509.1 [509.2 through 509.9]. These provisions are intended to separate the S-2 occupancy (enclosed basement garage) from the A-3, B, E or 1-4 [childcare], and R-2 occupancies located above grade. The building code information must reflect a 3-hour horizontal assembly and type IA construction, unless an alternate design can satisfy the requirements specified in 2010, CBC, 509.1 [509.2 through 509.9]. d. The R-2 occupancies [sleeping and dwelling units] located on the 2"*^ and 3^" floors must be separated both vertically (walls) and horizontally (floor/celing) from each other, and from all other occupancies contiguous to them in the same building. 3) Add the followinq sub-heading under the "FIRE DEPARTMENT NOTES" box on Sheet A-1 and insert the followinq text: Deferred Submittal Items: a. Fully-Automatic Fire Sprinkler System, California 2010 Fire Code, Section 903, and NFPA 13, 2010 edition. Architect of record (AOR) to consult with the city of Carlsbad Fire Marshal for design criteria (hazard class/density) required for all uses and occupancy groups associated with this project b. Fire Alarm and Detection System, 2010 CFC, Sections 907.1 through 907.9 (which includes all other uses and occupancy groups associated with this project), and NFPA 72, 2010 edition. Specify type of system: Manual or automatic, combination automatic/manual alarm and detection system, and specify sprinkler monitoring requirements in accordance with 2010 CFC, 903.4 through 903.4.2. SHEETS A-2. SITE PLAN: 1) Provide a stamped and signed copy of the approved Civil Drawings reflecting all U/G fire protection components serving the new Sales Building (must be approved by the City of Carlsbad Fire Marshal). If the master civil drawing on record with the city covers the site conditions shown on Sheet A-2 of this project then please add a note onto the plans referencing the permit # for the approved Civil Drawings. 2) The following plan approvals are required prior to the final approval of this project. Items a. through c. must be included as part of the back check submittal. If any of the requested approvals are on record with the fire department no copies are required, however, the AOR must add a note onto the plans, or offer written documentation on the company letter head: a. FIRE FLOW REPORT: Provide a letter from the local water department stating that the available water supply is capable of supplying the required fire flow for the new sales/timeshare property. Any reduction in fire flow or amount of fire hydrants using 2010 CBC Appendix B & C will need to be approved by the Carlsbad Fire Marshal. NOTE: The available water supply data and approved sprinkler hydraulic calculations may suggest the need for a fire pump when it is determined that the available water supply cannot meet the system demand. b. HYDRANT AND FDC PLAN: Provide an approved plan indicating locations of current and proposed fire hydrants, back flow prevention devices, sprinkler control valves, and FDC locations. The Fire Flow requirements for the new 3-Story, 25,423 SQ/FT building must be determined by the Carlsbad Fire Marshal and approved in accordance with Carlsbad Municipal Fire Prevention Code Section 17.04.360. c. FIRE DEPARTMENT ACCESS PLAN: Provide a revised site plan indicating the approved emergency access and fire apparatus access roads meeting the 150'-0" requirement, 2010 CFC, Sections 503.1.1 and 504.1. The emergency access/roadway plan must also show no parking fire lanes, as per the Carlsbad Municipal Fire Prevention Code 17.04 and the CFC, Section 503.3. All site conditions must be reviewed and approved by the City of Carlsbad Fire Marshal. 3) Show location of proposed numeric address on building. Address numbers must meet Carlsbad Municipal Fire Prevention Code 17.04.310 minimum 12 inches high with a ^-y2 inch stroke. SHEET A-4. BASEMENT FLR & RCP PLANS: 1) Revise Sheet A-4 to specifically show the occupancy classifications of each area, room, or space as indicated within the code analysis on Sheet A-1, and show the required occupancy separations utilizing a wall legend scheme to identify the type of wall and hourly rating. The wall legend must call-out corresponding sheet/detail #'s for each wall type, including shafts and soffits. Coordinate the opening protection requirements with the door and window schedules. 2) Provide basement construction notes that define the design criteria for the 3-Hour Horizontal Assembly, and explain how the basement is regarded as a separate and distinct building. Refer to the special horizontal assembly provisions, as specified in 2010, CBC, 509.1 [509.2 through 509.9]. These provisions are intended to separate the S-2 occupancy (enclosed basement garage) from the A-3, B, E or 1-4 [childcare], and R-2 occupancies located above the basement The basement construction notes and legend must call-out a 3-hour horizontal assembly and type IA construction, unless an alternate design can satisfy the requirements specified in 2010, CBC, 509.1 [509.2 through 509.9]. 3) Call-out 2-Hour construction for elevator shafts, exit stairway enclosures, and any other building element that penetrates the 3-Hour Horizontal Assembly. Provide details for all fire-rated construction utilized to achieve this requirement. 4) Specify the type of fire door system utilized to protect the openings of each elevator shaft enclosure which interconnects the basement with the three floors above grade; include draft and smoke requirements, and provide notes that describe the activating sequence and auto-closing functions. An enclosed elevator lobby is required on each level. Clarify enclosed elevator lobby requirements as specified in 2010 CBC, Section 708.14.1. 5) Show locations of fire extinguishers, and indicate whether the cabinet is surface mount or semi-recessed, and include notes that identify the type, size, and mounting height criteria, typical - all areas, rooms, and spaces. 6) Clarify the extent and type of stainway serving the southeast end of the building. The exit stairway serving door #12 from the basement appears to extent upwards to the 3"^ floor, and appears to be an exit stairway enclosure; but yet all drawings (details, elevations, floor plans, and sections) do not accurately reflect if the exit stairway is in fact open to the exterior or completely enclosed. 7) Provide a comprehensive description of both, the housekeeping and maintenance operations, and define the type and quantity of vehicles stored in the garage. Ensure the applicable provisions of 2020 CFC, Section 309 are incorporated into the fire and life safety requirements listed for rooms B114, B116, and B117. 8) Provide an opinion and report for use or storage of hazardous materials in the basement. This would include a list of flammable and combustible liquids used and stored in the basement (to ensure chemical quantities are under the exempt amounts). Clarify whether or not his basement is intended to accommodate laundry and facility maintenance operations for the entire vacation resort. Refer to 2010 CBC, Section 414; also refer to the fire and mechanical code for flammable liquid storage cabinets and ventilation requirements. 9) Provide an equipment floor plan layout that shows the type and arrangement of all commercial appliances, fixtures, hot work equipment (welding), compressors (pressure vessels), battery charging stations for carts, and electrically driven tools utilized in the basement garage, laundry, and maintenance areas. SHEET A-5.1^^ PLAN: 1) The entire area identified as "Children's Activities" resembles a child-day care facility which, based on use or occupancy, becomes an "E" or "1-4" occupancy. Clarify the applicable provisions of 2010 CBC, Sections 305.2 and 308.5. Revise the floor to show the required occupancy separation walls in accordance with Table 508. 2) The child-day care area will require a fully automatic alarm and detection system. 3) The exit system at the southwest corner of the building must comply with the following provisions: a. 1-Hour fire-rated corridor per 2010 CBC, Table 1018.1; E or 1-4 occupancies with more than 6-10 persons; serving door #19 (corridor continuity through the exterior walkway). b. Occupants exiting from doors #18, #19, #20, and from stainway #2 all converge at the level of exit discharge and therefore share the same MOE; in this case, the covered, partially-enclosed outdoor walkway must meet the most stringent requirements. Refer to 2010, CBC, Section 1004.9. c. The open side of the exterior stairway must have a minimum of 35 square feet of aggregate open area adjacent to each floor level. 4) Revise Sheet A-5 to specifically show the occupancy classifications of each area, room, or space as indicated within the code analysis on Sheet A-1, and show the required occupancy separations utilizing a wall legend scheme to identify the type of wall and hourly rating. The wall legend must call-out corresponding sheet/detail #'s for each wall type, including shafts and soffits. Coordinate the opening protection requirements with the door and window schedules. 5) Call-out 1-Hour fire-resistive requirements for storage room #103 (not incidental) located under exit stairway #2; update the door schedule to show a 60 minute opening instead of %-Hour due to the fact it is part of the exit stairway enclosure. Refer to 2010 CBC, Table 715.4. Typical for all similar conditions. 6) Sales lounge room #120 is an A-3 occupancy; change classification on plan, adjust the code analysis, clarify occupancy separations, and update the door schedule to show doors #21 and #22 with Panic Hardware (>50 occupants, when using 15 as the O.L. factor). 7) An enclosed elevator lobby is required on each level. Clarify enclosed elevator lobby requirements as specified in 2010 CBC, Section 708.14.1. 8) Specify the type of fire door system utilized to protect the openings of each elevator shaft enclosure which interconnects the basement with the three floors above grade; include draft and smoke requirements, and provide notes that describe the activating sequence and auto-closing functions. An enclosed elevator lobby is required on each level. Clarify enclosed elevator lobby requirements as specified in 2010 CBC, Section 708.14.1. 9) Coordinate use and occupancy provisions and exit design revisions with corresponding MOE drawings. 10) Show locations of fire extinguishers, and indicate whether the cabinet is surface mount or semi-recessed, and include notes that identify the type, size, and mounting height criteria, typical - all areas, rooms, and spaces. Call-out cabinet detail where installed in a fire-rated wall. 11) Clarify exit stairway protection, which involves separating the exterior exit stairways from the interior of the building. Refer to CBC, Section 1026.6, Exception # 2. NOTE: The openness of the exterior walkway at grade (1^' floor at stairway #4) does not meet the 50% openness requirement due to architectural features such as, solid guard/wall fronts, columns, and arches, typical. SHEET A-7. 2^° FLOOR & RCP PLANS: 1) Call-out 1-Hour fire-resistive requirements for storage room #216 (not incidental) located under exit stairway #4; update the door schedule to show a 60 minute opening instead of %-Hour due to the fact it is part of the exit stairway enclosure. Refer to 2010 CBC, Table 715.4. Typical for all similar conditions. 2) Call-out 1-Hour fire-resistive requirements for storage room #207 (not incidental) located under exit stairway #2; update the door schedule to show a 60 minute opening instead of %-Hour due to the fact it is part ofthe exit stairway enclosure. Refer to 2010 CBC, Table 715.4. Typical for all similar conditions. 3) An enclosed elevator lobby is required on each level. Clarify enclosed elevator lobby requirements as specified in 2010 CBC, Section 708.14.1. 4) Specify the type of fire door system utilized to protect the openings of each elevator shaft enclosure which interconnects the basement with the three floors above grade; include draft and smoke requirements, and provide notes that describe the activating sequence and auto-closing functions. An enclosed elevator lobby is required on each level. Clarify enclosed elevator lobby requirements as specified in 2010 CBC, Section 708.14.1. 5) Clarify exit stairway protection, which involves separating the exterior exit stainways from the interior of the building. Refer to CBC, Section 1026.6, Exception # 2. NOTE: The openness of the exterior egress balconies on second and third floors does not meet the 50% openness requirement due to architectural features such as, solid guard/wall fronts, columns, and arches, typical. 6) The openness on long side of the egress balcony is less than 50%; this creates a partially enclosed condition within the building, thus causing the need for a separation wall between the egress balcony and the dwelling/sleeping units. Walls and openings must meet the same F.R. construction as required for corridors. Refer to CBC, Sections 1019, and 1026.6. Exception 1019.2 does not apply due to the Bridge configuration. Revise floor plans, sections, wall legends, ceiling/floor/shafts/wall assembly details, M.E.P. drawings, and door/glazing schedules to reflect all the fire/life provisions associated with the fire partition that separates the egress balcony form the dwelling/sleeping units, typical. 7) Show locations of fire extinguishers, and indicate whether the cabinet is surface mount or semi-recessed, and include notes that identify the type, size, and mounting height criteria, typical - all areas, rooms, and spaces. 8) Provide rescue window (5.7 Square feet) information and call-out requirements for the R-2 sleeping rooms; show locations on plan. Refer to 2010 CBC, Section 1029. 9) Coordinate use and occupancy provisions and exit design revisions with corresponding MOE drawings. SHEET A-8. 3*^° FLOOR & RCP PLANS: 1) An enclosed elevator lobby is required on each level. Clarify enclosed elevator lobby requirements as specified in 2010 CBC, Section 708.14.1. 2) Specify the type of fire door system utilized to protect the openings of each elevator shaft enclosure which interconnects the basement with the three floors above grade; include draft and smoke requirements, and provide notes that describe the activating sequence and auto-closing functions. An enclosed elevator lobby is required on each level. Clarify enclosed elevator lobby requirements as specified in 2010 CBC, Section 708.14.1. 3) Clarify exit stairway protection, which involves separating the exterior exit stairways from the interior of the building. Refer to CBC, Section 1026.6, Exception # 2. NOTE: The openness of the exterior egress balconies on second and third floors does not meet the 50% openness requirement due to architectural features such as, solid guard/wall fronts, columns, and arches, typical. 4) The openness on long side of the egress balcony is less than 50%; this creates a partially enclosed condition within the building, thus causing the need for a separation wall between the egress balcony and the dwelling/sleeping units. Walls and openings must meet the same F.R. construction as required for corridors. Refer to CBC, Sections 1019, and 1026.6, Exceptions. Revise floor plans, sections, wall legends, ceiiing/floor/shafts/wali assembly details, M.E.P. drawings, and door/glazing schedules to reflect all the fire and life safety provisions associated with the fire partition that separates the egress balcony form the dwelling/sleeping units, typical. 5) Show locations of fire extinguishers, and indicate whether the cabinet is surface mount or semi-recessed, and include notes that identify the type, size, and mounting height criteria, typical - all areas, rooms, and spaces. 6) Provide rescue window (5.7 Square feet) information and call-out requirements for the R-2 sleeping rooms; show locations on plan. Refer to 2010 CBC, Section 1029. 7) The fire pit is too close to the building as measured from the edge of the finished fire pit to the furthest projecting element of the new R-2 building (permanent use). Refer to 2010 CFC, Sections 307 and 308. 8) Coordinate use and occupancy provisions and exit design revisions with corresponding MOE drawings. SHEET A-9. ROOF PLAN & CANOPIES: 1) Specify the required roof class in accordance with Carlsbad Ordinance 18.04.230, CBC, Section 1501 Amended [roof coverings shall be Class A]. 2) Clarify the provisions of Carlsbad Policies and Procedures 80-6, Intent B. SHEETS A-10 AND A-11. MOE PLANS FOR ALL LEVELS: 1) Revise all MOE drawings to reflect the corrections listed on the architectural floor plans. Limit the information on the Exit Analysis to the provisions contained in 2010 CBC, Chapter 10 respectively. 2) The MOE exit plan should show the travel distances through the entire MOE to a public way. 3) With exception of all means of egress (MOE) - specific information; delete all the architectural design information that relates specifically to fire and life safety (FLS) and transfer this information back onto SHEET A-4, BASEMENT FLR & RCP PLANS (FLS info should be incorporated into the architectural floor 6 plan design, as this is where wall separations, door/window schedules, and MEP drawings typically reference each other). 4) With exception of all means of egress (MOE) - specific information, delete all the architectural design information that relates specifically to fire and life safety and transfer this information back onto SHEET A- 5, 1^^ FLOOR PLAN (FLS info should be incorporated into the architectural floor plan design, as this is where wall separations, door/window schedules, and MEP drawings typically reference each other). 5) With exception of all means of egress (MOE) - specific information, delete all the architectural design information that relates specifically to fire and life safety and transfer this information back onto SHEETS A-7 and A-8 FLOOR & RCP PLANS (FLS info should be incorporated into the architectural floor plan design, as this is where wall separations, door/window schedules, and MEP drawings typically reference each other). SHEET A-12. ENLARGED PLANS: 1) Revise the elevator shaft details to show the hourly-rating requirements, fire door protection systems, and enclosed elevator lobby requirements. Coordinate with floor plans. 2) Revise the exit stairway details to show the hourly-rating requirements, and call-out the stairway type (enclosed/interior or outdoor/exterior). Coordinate with floor plans. SHEET A-15. BUILDING SECTIONS: 1) The sheet description is missing from the lower right margin. 2) Revise the section drawings to show the hourly rating of each floor/ceiling or horizontal assembly, shaft, or wall; as shown on the floor plans. SHEET A-16. BUILDING SECTIONS: 1) Revise the section drawings to show the hourly rating of each floor/ceiling or horizontal assembly, shaft, or wall; as shown on the floor plans. SHEET A-17. DOOR & WINDOW SCHEDULES: 1) Revise the opening and glazing schedules to show hourly ratings applicable to all fire rated conditions, as noted on the floor plan plans. The "RATING" and "REMARKS" columns, and Door Schedule numbers must correspond with the letter/number designations that are assigned to each door and window. Update Hardware Schedule (key door notes) as well to include F.R. requirements (Refer to the typical comments shown on the floor plans and sections); to be verified at time of back check. 2) Add elevator fire door system notes onto the plans and provide manufacture cut sheets. 3) Provide rescue window (5.7 Square feet) information and call-out requirements for the R-2 sleeping rooms. Refer to 2010 CBC, Section 1029. SHEET A-19. INTERIOR ELEVATIONS FLRS: 1 & 2: 1) Clarify venting system for the fireplace in room #113. SHEETS A-22. A-23. AND A-24. DETAILS: 1) Revise details for ceilings/floors/shafts/walls/horizontal assemblies to reflect all the fire/life provisions associated with the required separations at the egress balcony, elevator shaft, and dwelling/sleeping units, and separation between the basement and the 1®^ floor. Coordinate with floor plan comments, TYPICAL. 2) All details must reference and specify the applicable assembly number, as approved by Gypsum. Wall Board Association, U.L., or CBC. 3) Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for new carpet, padding and carpet base. CFC 804 4) Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for wall finish material and corner guards. CBC 803.1.2 5) Denote all furnishings and evidence of compliance with CFC 808. 6) Provide specifications and other acceptance critena for flame spread and smoke developed index for furniture. 7) Denote all decorative materials and trim and evidence of compliance in accordance with CFC 807.2 SHEET A-25. RESIDENTIAL CONVERSION PLAN: 1) Revise the R-2 drawings to show all the applicable provisions covered in 2010 CFC, Section 420, and Chapter 10. Coordinate with the floor plan comments. SHEET M0.1. MECHANICAL LEGEND & NOTES: 1) Add a note on plans to read: 2010 California Mechanical Code (CMC Part 4, Title 24, California Code of Regulations (CCR) Sased on the 2009 Uniform Mechanical Code (UMC) with 2010 Amendments. SHEET M0.2. MECHANICAL SCHEDULES: 1) Call-out exhaust equipment dedicated for individual basement compartments, fans that are specifically utilized to vent fumes and vapors produced by laundry, cart storage, and maintenance operations. 2) Call-out exhaust equipment dedicated for the fireplace located in room #113. SHEETS M2.1 through M2.8. MECHANICAL FLOOR PLANS: 1) Revise mechanical drawings to show combination smoke/fire dampers at all locations where ducts penetrate fire rated assemblies, typical, all three floors. Refer to CBC, Sections, 716.5.4 and 716.5.4.1 (2.3 and 2.5). Coordinate with the revised architectural floor plans; it is recommended that the Mechanical P.E. consults with the AOR to obtain accurate and detailed information on the fire-resistive construction and all fire-rated components and elements throughout the building. TYPICAL. SHEETS M5.1 AND M5.2. MECHANICAL DETAILS: 1) Revise mechanical equipment details to include fire safety provisions for closure of smoke/fire dampers. Coordinate with mechanical floor plans and equipment schedules, details must show manufacture and listing information, and schematics that clearly depict wiring for control relays and interconnection contacts to the buildings fire alarm system, typical, refer to the CFC, Sections 907.3 and 907.4.1 2) Provide a detail of a smoke/fire damper penetrating a fire-rated assembly, include installation notes, information pertaining to the actuator/motor, and coordinate with mechanical and electrical (120 volt circuit for the actuator) floor plans. TYPICAL. SHEET P0.1. PLUMBING LEGEND & NOTES: 1) Add a note on plans to read: "All plumbing work shall comply with 2010 California Plumbing Code (CPC) Part 5, Title 24, California Code of Regulations (CCR) Based on the 2009 Uniform Plumbing Code (UMC) with 2010 Amendments. Delete any references to the 2007 CPC. SHEETS P5.1 AND P5.2. PLUMBING DETAILS: 1) Provide details for "Penetrations of fire-resistive floor/ceilings, shafts, roof/ceilings, and wall and horizontal assemblies, as required by 2010 CBC, Sections, 713.3 and 713.4; it is recommended that the Mechanical P.E. consults with the AOR to obtain accurate and detailed information on the fire-resistive construction and all fire-rated components and elements throughout the building. TYPICAL. SHEET E2.0. ELECTRICAL BASEMENT LTG PLAN: 1) Provide an additional exit sign where the hallway changes direction at door #10. 2) Provide emergency lighting in the elevator machine room. SHEET E2.2. ELECTRICAL 2^^° FLOOR LTG PLAN: 1) Provide additional exit signs directly in front of each exit stainway. SHEET E3.0. ELECTRICAL BASEMENT POWER PLAN: 1) Relocate the main distribution board DB-7 to a different location; do not install under any of the exit stairs. 2) Provide battery charging notes onto plans and provide manufacture cut-sheets for the golf carts and the compatible charging system. SHEET E3.1. ELECTRICAL 1" FLOOR POWER PLAN: 1) The child-day care area will require a fully automatic alarm and detection system. NOTE: Provide separate drawings for R-2 provisions. SHEET E3.2. ELECTRICAL 2*^° FLOOR POWER PLAN: 1) Add a separate electrical floor plan drawing that shows single-station smoke alarms and carbon monoxide detectors within all dwelling/sleeping units; for locations and specific requirements refer to CBC, Sections 420.1 through 420.4.4, and CBC, Section 907.2.11. 2) Add a separate electrical floor plan drawing to show dedicated circuits for all fire and life safety appliances and devices (single-station smoke alarms and carbon monoxide detectors). NOTE: Do not interconnect alarm and detection equipment with designated power circuits such as wall outlets, or lighting circuits serving each unit. Coordinate dedicated circuits with Panel Schedules. SHEET E3.3. ELECTRICAL 3"° FLOOR POWER PLAN: 3) Add a separate electrical floor plan drawing that shows single-station smoke alarms and carbon monoxide detectors within all dwelling/sleeping units; for locations and specific requirements refer to CBC, Sections 420.1 through 420.4.4, and CBC, Section 907.2.11. 4) Add a separate electrical floor plan drawing to show dedicated circuits for all fire and life safety appliances and devices (single-station smoke alarms and carbon monoxide detectors). NOTE: Do not interconnect alarm and detection equipment with designated power circuits such as wall outlets, or lighting circuits serving each unit. Coordinate dedicated circuits with Panel Schedules. SHEET E4.3. ELECTRICAL SCHEDULES: 1) Add a note on plans to read: "All electrical work shall comply with the 2010 California Electrical Code (CEC), and all other applicable codes, regulations, and standards, as adopted by the city of Carlsbad." 2) Add the following notes onto Sheet: E4.3 • Means of egress illumination level shall be not less than 1-foot candle at the walking surface and equipped with not less than 90-minute battery backup, 2010 CBC, Section 1006 • Exit signs shall be illuminated at all times and equipped with not less than 90-minute battery backup. 2010 CBC, Section 1011.5.3 END OF COMMENTS 10 BURKETT&WONG ENGINEERS Structural Engineering • Civil Engineering • Surveying • LandPlannIng 3434 Fourth Ave. San Diego, CA 92103 Phone (619) 299-5550 • Fax (619) 299-9934 www.burkett-wong.com • info@burkett-wong.com Engn C.Colvin Date: February 2013 Job No: 11132A.1.00 STRUCTURAL CALCULATIONS FOR CARLSBAD RANCH RESORT SALES CARLSBAD, CA RECEIVED FEB 25 20^3 CITY OF CARLSBAD BUILDING DIVISION NOGLE ONUFER ASSOCIATES ARCHITECTS 2398 SAN DIEGO AVE SAN DIEGO, CA 92110 # fiURKETT&VyiCMS ENGINEERS Structural & Civil Engineers & Surveyors 3434 Fourth Avenue • San Diego, CA 92103-4911 Tel: (619) 299-5550 • Fax; (619) 299-9934 DATE- FEB. 12,2013 ENGINEER-C. COLVIN JOB No. 11132A TABLE OF CONTENTS DESIGN CRITERIA WIND LOADING GRAVITY DESIGN COLUMN DESIGN SEISMIC DESIGN SEISMIC JOINT GRADE BEAMS FOUNDATIONS STRAP AND CHORD DESIGN COLUMN CONNECTION CANTILEVERED COLUMN DESIGN LENTIL DESIGN GEOTECH REFERENCES 1 2 3-9 10-11 12 26 27 28-32 33-42 43 44-59 60 61-62 ADDITIONAL CALCS FOR ESGIL COMMENTS 63-131 APPENDDC A RAM CONCEPT ELEVATED SLAB DESIGN DAT£.... / 9 PROJECT ENGINEERS S H E E T_ JOB N< tic™. DATE. ENGR ^ /SAofx. E NG!N E E R5 SHEET JOE HO, 53 ±. 0 HE iz 0 p "P > - ~ ID n , = -7 «>G , -• 1 h 1 ~ 7.0 •—\ Boise Cascade Single 5-1/4" x 16" VERSA-LAM® 2.0 3100 SP 20' 0" Column In Wall j Non-Repetitive •BC COLUMN® 4.0 Design Report - US ASD Build 1757 Job Name: Marbrisa Sales Building Address: City, State, Zip: Carlsbad, CA Customer: Code reports: ESR-1040 Updated: Tuesday, October 16, 2012 File Name: Sales Description: Designs\Deck Columns Specifier: Designer: CC Company: BWE Misc: Column in Wall Top 20' 0" 5.25" 16" Not to scale Load Summary Load Type Start End Live Dead Snow Wind Roof Live 100% 90% 115% 0% 125% 1 Cone. Pt. (Ibs) 00-00-00 00-00-00 6,000 2,000 0 2 Wind Unf. Lin. (lb/ft) 00-00-00 20-00-00 200 Bracing Elevation Sheath incj Top 20-00-00 Base 00-00-00 Load Controls Summary Value % Allowable Duration Case Front-Back Defl. L/1,195 (0.201") 10% n/a 2 Col. Compression n/a 24.2% 100% 1 Col. Compression and Bending n/a 14.3% 160% 3 Sienderness Ratio 45.71 91.4% n/a 0 Cautions Design does not consider perpendicular to grain stress on the sill plate or other supporting member Notes A generic column cap was used in the analysis of the column. Make sure to install and size the cap. Design meets Code minimum (L/120) Total load deflection criteria. Design meets Code minimum (L/120) Total load deflection criteria.(Strong Axis) BC Column is intended for use with gravity and out of plane lateral loading only Design is based on member being used as a column only Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER® , AJS™, ALLJOIST®, BC RIM BOARD™, BCI® , BOISE GLULAM™, SIMPLE FRAMING SYSTEM® , VERSA-LAM®, VERSA-RIM PLUS® , VERSA-RIM®, VERSA-STRAND®, VERSA-STUD® are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 1 Boise Cascade BC CALC® Design Report - US Build 1926 Job Name: Marbrisa Sales Building Address: City, State, Zip: Carlsbad, CA Customer: Code reports: ESR-1336 Single 9-1/2" BCI® 90-2.0 DF Dry 11 span j No cantilevers | 0/12 slope 16 OCS I Repetitive | Glued & nailed construction File Name: Sales DesignsUOl Back Deck Thursday, December 20, 2012 Description: Designs\J01 Back Deck Specifier: Designer: CC Company: BWE Misc: ,L ,„ ,„ ,1 .... „ „. 2 .„ ,^ „ ,., ,„ 1 i „ M4- ™ -.J- w W ..y ...... .W ™ v.-. 1 ^- ^ .^f ^ BO 16-00-00 Total Horizontal Product Length = 16-00-00 1^ B1 Reaction Summary (Down / Uplift) (ibs) Bearing Live Dead Snow Wind Roof Live BO, 2-1/2" B1, 2-1/2" Load Summary Tag Description 533/0 533/0 Load Type 427/0 427/0 Ref. start End Live Dead Snow Wind Roof Live 100% 90% 115% 0% 125% ocs 1 2 standard Load Partition Load Unf. Area (lb/ft'^2) Partition (lb/ft'^2) L 00-00-00 L 00-00-00 16-00-00 16-00-00 50 0 40 Controls Summary Value % Allowable Duratior Case Location Pos. Moment 3,711 ft-lbs 50.4% 100% 1 08-00-00 End Reaction 960 Ibs 75.3% 100% 1 00-00-00 End Shear 935 Ibs 55.8% 100% 1 00-02-08 Total Load Defl. L/438 (0.431") 54.8% n/a 1 08-00-00 Live Load Defl. 1/789 (0.239") 60.8% n/a 2 08-00-00 Max Defl. 0.431" 43.1% n/a 1 08-00-00 Span / Depth 19.9 n/a n/a 0 00-00-00 % Allow % Allow Bearing Supports Dim. (L X W) Value Support Member Material BO Wall/Plate 2-1/2" X 3-1/2" 960 Ibs n/a 75.3% Unspecified B1 Wall/Plate 2-1/2" X 3-1/2" 960 Ibs n/a 75.3% Unspecified Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume member is fully laterally braced. Composite El value based on 23/32" thick OSB sheathing glued and nailed to member Design based on Dry Service Condition. 16 16 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER® , AJS™, ALLJOIST® , BC RIM BOARD™, BCI® , BOISE GLULAM™, SIMPLE FRAMING SYSTEM® , VERSA-LAM®, VERSA-RIM PLUS®, VERSA-RIM®, VERSA-STRAND®, VERSA-STUD® are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 1 Boise Cascade ' BC CALC® Design Report - US Build 1926 Job Name: Marbrisa Sales Building Address: City, State, Zip: Carlsbad. CA Customer: Code reports: ESR-1336 Single 11-7/8" BCI® 90-2.0 DF Dry I 1 span | No cantilevers | 0/12 siope 16 OCS I Repetitive | Glued & nailed construction File Name: Sales Description: Designs\J02 Front Deck Specifier: Designer: CC Company: BWE Misc: Designs\J02 Front Deck Thursday, December 20, 2012 16-00-00 Total Horizontal Product Length = 16-00-00 BO 16-00-00 Total Horizontal Product Length = 16-00-00 81 Reaction Summary (Down / Uplift) (ibs) Bearing Live Dead Snow Wind Roof Live BO, B1, 1/2" 1/2" 853/0 853/0 Load Summary Tag Description Load Type 427/0 427/0 Ref. Start End Live Dead Snow Wind Roof Live 100% 90% 115% 0% 125% ocs 1 Standard Load Unf. Area (lb/ft'^2) L 00-00-00 16-00-00 80 40. Controls Summary Value % Allowable Duration Case Location Pos. Moment 4,948 ft-lbs 51.8% 100% 1 08-00-00 End Reaction 1,280 Ibs 80.7% 100% 1 00-00-00 End Shear 1,247 Ibs 58% 100% 1 00-02-08 Total Load Defl. L/521 (0.362") 46.1% n/a 1 08-00-00 Live Load Defl. L/781 (0.242") 61.4% n/a 2 08-00-00 Max Defl. 0.362" 36.2% n/a 1 08-00-00 Span / Depth 15.9 n/a n/a 0 00-00-00 % Allow % Allow Bearing Supports Dim. (L X W) Value Support Member Material BO Wall/Plate 2-1/2" x 3-1/2" 1,280 Ibs n/a 80.7% Unspecified Bl Wall/Plate 2-1/2" x 3-1/2" 1,280 lbs n/a 80.7% Unspecified Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume member Is fully laterally braced. Composite El value based on 23/32" thick OSB sheathing glued and nailed to member Design based on Dry Service Condition. 16 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER® , AJS™, ALLJOIST® , BC RIM BOARD™, BCI® , BOISE GLULAM™, SIMPLE FRAMING SYSTEM® , VERSA-LAM®, VERSA-RIM PLUS® , VERSA-RIM®, VERSA-STFIAND®, VERSA-STUD® are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 1 1 Boise Cascade BC CALC® Design Report - US Build 1926 Job Name: Marbrisa Sales Building Address: City, State, Zip: Carlsbad, CA Customer: Code reports: ESR-1336 Single 11-7/8" BCI® 6500-1.8 DF Dry I 1 span | No cantilevers | 0/12 slope 16 OCS I Repetitive | Glued & nailed construction File Name: Sales Description: Designs\J02 Specifier: Designer: CC Company: BWE Misc: Designs\J02 Thursday, December 20, 2012 2 ••>>• -^f- '>P- >S -W •'^^ •^ ^8-, » ^ » * •••k' w w •^ ^if -y'^ •w- w 4.- w » w w w 16-00-00 Total Horizontal Product Length = 16-00-00 BO 16-00-00 Total Horizontal Product Length = 16-00-00 81 Reaction Summary (Down / Uplift) (ibs) Bearing Live Dead Snow Wind Roof Live BO, 2-1/2" Bl, 2-1/2" 693/0 693/0 277/0 277 IQ Load Summary Tag Description Load Type Ref. Start End 100% 90% 1 Standard Load Unf. Area (lb/ft'^2) L 00-00-00 16-00-00 50 26 2 Partition Load Partition (lb/ft'^2) L 00-00-00 16-00-00 15 Controls Summary Value % Allowable Duration Case Location Pos. Moment 3,742 ft-lbs 83.3% 100% 1 08-00-00 End Reaction 971 Ibs 74.7% 100% 1 00-00-00 End Shear 945 Ibs 56.4% 100% 1 00-02-08 Total Load Defl. L/433 (0.435") 55.4% n/a 1 08-00-00 Live Load Defl. L/606 (0.311") 79.2% n/a 2 08-00-00 Max Defl. 0.435" 43.5% n/a 1 08-00-00 Span / Depth 15.9 n/a n/a 0 00-00-00 % Allow % Allow Bearing Supports Dim. (L X W) Value Support Member Materiai BO Wall/Plate 2-1/2" X 2-9/16" 971 Ibs n/a 74.7% Unspecified B1 Wall/Plate 2-1/2" X 2-9/16" 971 Ibs n/a 74.7% Unspecified Notes Live Dead Snow Wind Roof Live 115% 0% 125% ocs Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume member is fully laterally braced. Composite El value based on 23/32" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. 16 16 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER® , AJS™, ALLJOIST® . BC RIM BOARD™, BCI® , BOISE GLULAM™, SIMPLE FRAMING SYSTEM® , VERSA-LAM®, VERSA-RIM PLUS®, VERSA-RIM®, VERSA-STRAND®, VERSA-STUD® are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 1 KTttJ Cascade •BC CALC® Design Report - US Build 1926 Job Name: Marbrisa Sales Building Address: City, State, Zip: Carlsbad, CA Customer: Code reports: ESR-1336 Single 9-1/2" BCI® 6500-1.8 DF Dry I 1 span | No cantilevers | 0/12 slope 16 OCS I Repetitive | Glued & nailed construction File Name: Sales Description: Designs\J01 Specifier: Designer: CC Company: BWE Misc: DesignsUOl Thursday, December 20, 2012 *• •'s- -Vy 2 -^f^ w w ^ ^ ^ ^ ^ ^ ^t: >^ •*^ f -iff -Off -if 1 •if- -V-- •'^ W «• •» Si- VJ- «• •<!• » ,, » ^. BO 14-00-00 Total Horizontal Product Length = 14-00-00 81 Reaction Summary (Down / Uplift) (ibs Bearing Live Dead Snow Wind Roof Live BO, Bl, 1/2" 1/2" 490/0 490/0 182/0 182/0 Load Summary Tag Description Load Type Ref. Start End Live 100% Dead 90% Snow Wind Roof Live 115% 0% 125% OCS 1 Standard Load 2 Partition Load Unf. Area (lb/fl'^2) Partition (lb/ft'^2) L 00-00-00 L 00-00-00 14-00-00 14-00-00 50 15 26 Controls Summary Value % Allowable Duration Case Location Pos. Moment 2,255 ft-lbs 64.3% 100% 1 07-00-00 End Reaction 672 Ibs 52.7% 100% 1 00-00-00 End Shear 652 Ibs 41.4% 100% 1 00-02-08 Total Load Defl. L/495 (0.333") 48.5% n/a 1 07-00-00 Live Load Defl. L/678 (0.243") 70.8% n/a 2 07-00-00 Max Defl. 0.333" 33.3% n/a 1 07-00-00 Span / Depth 17.3 n/a n/a 0 00-00-00 % Allow % Allow Bearing Supports Dim. (L X W) Value Support Member Material BO Wall/Plate 2-1/2" X 2-9/16" 672 Ibs n/a 52.7% Unspecified B1 Wall/Plate 2-1/2" X 2-9/16" 672 Ibs n/a 52.7% Unspecified Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume member is fully laterally braced. Composite El value based on 23/32" thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. 12 16 Disctosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER® , AJS™, ALLJOIST® , BC RIM BOARD™. BCI® , BOISE GLULAM™, SIMPLE FF?AMING SYSTEM®, VERSA-LAM®, VERSA-RIM PLUS®, VERSA-RIM®, VERSA-STRAND®, VERSA-STUD® are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 1 f 4S1 Boise Cascade BC CALC® Design Report - US Build 1926 Job Name: Marbrisa Sales Building Address: City, State, Zip: Carlsbad, CA Customer: Code reports: ESR-1336 Single 9-1/2" BCI® 6500-1.8 DF Dry I 1 span j No cantilevers | 0/12 slope 16 OCS I Repetitive j Glued & nailed construction File Name: Sales Description: DesignsUOl Corridor Specifier: Designer: CC Company: BWE Misc: DesignsUOl Corridor Thursday, December 20, 2012 sr BO 13-00-00 Total Horizontal Product Length = 13-00-00 Bl Reaction Summary (Down / Uplift) (ibs) Bearing Live Dead Snow Wind BO, 2-1/2" 867/0 217/0 81,2-1/2" 867/0 217/0 Live Dead Load Summary Tag Description Load Type Ref. Start End 100% 90% 1 Standard Load Unf. Area (lb/ft'^2) L 00-00-00 13-00-00 100 25 Controls Summary Value % Allowable Duration Case Location Pos. Moment 3,365 ft-lbs 96% 100% 1 06-06-00 End Reaction 1,083 Ibs 85% 100% 1 00-00-00 End Shear 1,049 Ibs 66.6% 100% 1 00-02-08 Total Load Defl. L/351 (0.435") 68.5% n/a 1 06-06-00 Live Load Defl. L/438 (0.348") 82.2% n/a 2 06-06-00 Max Defl. 0.435" 43.5% n/a 1 06-06-00 Span / Depth 16.1 n/a n/a 0 00-00-00 Roof Live Snow Wind Roof Live 115% 0% 125% OCS Bearing Supports BO 81 Notes Wall/Plate Wall/Plate Dim. (L X W) Value 2-1/2" x 2-9/16" 2-1/2" X 2-9/16" 1,083 Ibs 1,083 Ibs % Allow Support % Allow Member Material n/a n/a 85% 85% Unspecified Unspecified Design meets Code minimum (L/240) Totai load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume member is fully laterally braced. Composite El value based on 23/32" thick OSB sheathing glued and nailed to member Design based on Dry Service Condition. 16 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER® , AJS™, ALLJOIST® , BC RIM BOARD™, BCI® , BOISE GLULAM™, SIMPLE FRAMING SYSTEM® , VERSA-LAM®, VERSA-RIM PLUS® , VERSA-RIM®, VERSA-STFJAND®, VERSA-STUD® are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 1 Boise Cascade BC CALC® Design Report - US Build 1926 Job Name: Marbrisa Sales Building Address: City, State, Zip: Carlsbad. CA Customer: Code reports: ESR-1336 Single 11-7/8" BCI® 6500-1.8 DF Dry 11 span | No cantilevers | 0/12 slope 16 OCS I Non-Repetltlve j Glued & nailed construction File Name: Sales Description: Deslgns\J02 Corridor Specifier: Designer: CC Company: BWE Misc: Designs\J02 Corridor Thursday, December 20, 2012 1^ BO B1 14-00-00 Total Horizontal Product Length = 14-00-00 Reaction Summary (Down / Uplift) (ibs) Bearing Live Dead Snow Wind Roof Live 80, 2-1/2" 81,2-1/2" 747/0 747/0 373/0 373/0 Load Summary Tag Description Load Type Ref. Start End Live 100% Dead 90% Snow Wind Roof Live 115% 0% 125% OCS 1 standard Load Unf Area (lb/ft'^2) L 00-00-00 14-00-00 80 40 Controls Summary Value % Allowable Duration Case Location Pos. Moment 3,758 ft-lbs 83.6% 100% 1 07-00-00 End Reaction 1,120 Ibs 86.2% 100% 1 00-00-00 End Shear 1,087 Ibs 64.9% 100% 1 00-02-08 Total Load Defl. L/477 (0.345") . 50.3% n/a 1 07-00-00 Live Load Defl. L/716(0.23") 67% n/a 2 07-00-00 Max Defl. 0.345" 34.5% n/a 1 07-00-00 Span / Depth 13.9 n/a n/a 0 00-00-00 % Allow % Allow Bearing Supports Dim. {L X W) Value Support Member Material BO Wall/Plate 2-1/2" X 2-9/16" 1,120 Ibs n/a 86.2% Unspecified 81 Wall/Plate 2-1/2" X 2-9/16" 1,120 lbs n/a 86.2% Unspecified Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (1-/480) Live load deflection criteria. Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume member Is fully laterally braced. Composite El value based on 23/32" thick OSB sheathing glued and nailed to member Design based on Dry Service Condition. 16 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER® , AJS™, ALLJOIST® , BC RIM BOARD™, BCI® , BOISE GLULAM™, SIMPLE FRAMING SYSTEM® , VERSA-LAM®, VERSA-RIM PLUS® , VERSA-RIM®, VERSA-STRAND®, VERSA-STUD® are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 1 OATE. '•7 EHGR„ ENGINEERS SHEET.. .JOB m e. 2' "2. •X.'X, U - I is" 5—~ i1>V iT) 6 1. L L. ^ fe* 10 _ BUf?KETT&V«ONG DATE„_ ^ ENGINEERS SHEET_ ENG^ JOS NO. PROJECT k K 11 DAIE. ENGINEERS SH£ET_ JOB NO. FROJECT -SAL^* i <9CO IT UfeHT f=^M& Ui^HiS 12 Project: Sales Job#: 11132A Date: 2/5/2013 Engineer: CC # BURK€TT&WONG VERTICAL DISTRIBUTION OF SEISMIC FORCES (CBC 2010) Input Cs 0.1285 h wh %Cs Shear Level Sq Ft. W h wh %Cs Shear 2nd 11738 411 10 4108.3 0.214116 29.48302 3rd 13552 474 20 9486.4 0.49441 68.0787 Roof 6214 186 30 5592.6 0.291474 40.13503 Total 1071.57 19187.3 1 137.6967 13 Project; Sales Date; 2/5/2013 Si JRKETTfiWONG -Job #: 11132A Engineer: CC JRKETTfiWONG - 3rd FLOOR SHEARWALLS (CBC 2010) t 1 TRASNVERSE 1 ROOF This level Net forces ASD Line A trib (ft'>2) Force (k) Length of wall (ft) Shear/ft Shear/ft Dead trib (ft) Dead trib (lb) Fv (k) overturning (k-ft) T (k) ASD C{k) ASD Min Strap 1 0 0.0 0.1 0 0 0 0 0.000 0.0 0.00 0.00 None 4 315, 2.0 11 185 185 13 3575 0.418 5.8 0.43 3.29 MST37 5 540 3.5 5.5 634 634 13 1788 0.209 31.2 4.01 5.44 CMSTC16 6 600 3.9 2 1938 1938 13 650 0.076 38.3 13.41 13.93 bigger 7 S ELV 560 3.6 8 452 452 13 2600 O.304 28.5 2.54 4.62 MST37 8 1092 7.1 9 784 784 0 0 0.000 70.5 5.49 5.49 CMST12 11 1092 7.1 9 784 784 0 0 0.000 70.5 5.49 5.49 CMST12 12 S ELV 560 3.5 8 452 452 13 2600 0.304 28.5 2.54 4.62 MST37 13 600 3.9 2 1938 1938 6.15 308 0.036 38.5 13.49 13.74 bigger 14 540 3.5 5.5 634 634 7.15 983 0.115 32.9 4.20 4.99 CMSTC16 15 315 2.0 8 254 254 8.15 1630 0.191 15.5 1.39 2.69 MST37 . 18 0 0.0 0.1 0 0 0 0 0.000 0.0 0.00 0.00 None Total Area 6214 Force/Floor (k) 40.1 Total length of wall 68 0.14*SDS 0.1169 ! LONGITUDINAL ROOF This level Net forces ASD Line A trib (ft'2) Force (k) Length of wall (ft) Shear/ft Shear/ft Dead trib (ft) Dead trib (lb) Fv(k) overturning (k-ft) T(k) C(k) Min Strap B1 880 6.2 PERFORATED SHEAR WALL SEE RISA MODEL G1 384 2.7 SEE HAND CALC THAT FOLLOWS THIS EXCEL L 1540 10.9 12 910 910 1 300 0.035 107.8 6.30 6.57 CMST12 N 0 0.0 0.1 0 0 3 8 0.001 0.0 0.00 0.01 MST37 o 1394 9.9 10 988 988 0 0 0.000 98.8 6.92 6.92 CMST12 P 200 1.4 10 142 142 1 250 0.029 13.3 0.93 1.16 MST37 B2 880 6.2 PERFORATED SHEAR WALL SEE RISA MODEL G2 384 2.7 9 302 302 1 225 0.026 26.51 2.06 2.27 MST37 Total Area 5662 Force/Floor (k) (str) 40.1 Total length of wall 41.1 0.14*SDS 0.1169 14 Project: | Sales Date: 2/5/2013 itl B URKETTSVVWKS Job#: 11132A Engineer: CC URKETTSVVWKS 1 1 2nd STORY SHEARWALLS (CBC 2010} i 1 TRASNVERSE 3RD This level Net forces ASD Line A trib (ft''2) Force (k) Length of wall (ft) Shear/ft Shear/ft Dead trib (ft) Dead trib (lb) Fv (k) overturning (k ft) T (k) ASD C(k)ASD Min Strap 1 1040 5.2 20 261 261.22; 12.3 6150 0.719 6.9 0.34 5.26 MST37 4 1296 6.5 24 271 356.04^ 12.3 7380 0.853 20.1 0.55 9.91 MST37 5 560 2.8 16 176 393.81; 12.3 4920 0.575 34.0 4.05 10.94 CMSTC16 6 800 4.0 5 804 1578.82; 12.3 1538 0.180 76.1 18.66 25.84 bigger 7 S ELV 900 4.5 8 565 1017.261 12.3 2460 0.288 74.1 5.90 13.11 CMST12 8 1900 9.5 25! 382 663.91 12.3 0 0.899 166.0 8.16 10.13 CMST12 11 1900 9.5 25 382 663.91 12.3 0 0.899 166.0 8.16 10.13 CMST12 12 S ELV 900 4.5 8 565 1017.26 12.3 2460 0.288 74.1 5.90 13.11 CMST12 13 800 4.0 5 804 1578.82 12.3 1538 0.180 76.1 18.74 25.65 bigger 14 560 2.8 5.5 511 1145.62 13.3 1829 0.214 59.3 7.34 14.03 CMST12 15 1296 6.5 15 434 569.67 14.3 5363 0.627 55.8 3.13 9.67 CMSTC16 18 1040 5.2 20 261 261.22 16.3 8150 0.953 -7.9 -0.14 6.38 MST37 Total Area 13552 Force/Floor (k) 68.1 Total length of wail 196.5 0.14'SDS 0.1169 LONGITUDINAL This level Net forces ASD 3RD Line A trib (ft''2) Force (k) Length of wall (ft) Shear/ft Shear/ft Dead trib (ft) Dead trib (lb) Fv(k) overturning (k ft) T(k) C(k) Min Strap Bl 1920 11.2 PERFORATED SHEAR WALL SEE RISA MODEL Gl 1728 10.0 SEE HAND CALC THAT FOLLOWS THIS EXCEL L 1632 9.5 12 790 1699.61 1 276 0.035 202.7 11.76 13.12 bigger N 578 3.4 12 280 279.76 3 828 0.105 29.9 1.76 2.57 MST37 O 1715 10.0 10 996 1984.25 4 920 0.117 195.0 13.67 15.92 bigger P 500 2.9 10 290 432.18 11 2530 0.321 33.9 2.35 4.70 MST37 B2 1920 11.2 PERFORATED SHEAR WALL SEE RISA MODEL G2 1728 10.0 19 528 671.51 1 437| 0.056 124.5 5.65 5.18 CMST12 Total Area 11721 Force/Floor (k)(str) 68.1 Total length of wall 63 0.14*SDS 1 0.1169 15 Project: Sales Date: 2/5/2013 1 Job #: 11132A Engineer; CC 1st STORY SHEARWALLS (CBC2010) 1 TRASNVERSE 2ND : This level Net forces ASD Line A trib (ft''2) Force (k) Length of wall (ft) Shear/ft Shear/ft Dead trib (ft) Dead trib (lb) Fv (k) overturning (k-ft) T (k) ASD C(k) ASD Hold Down 1 1040 2.6 20 131 392 12.3 6150 0.719 33.0 -0.26 11.24 HDU-4 4 1296 3.3 24 136 492 12.3 7380 0.863 52.6 -0.32 17.17 HDU-4 5 560 1.4 16 88 482 12.3 4920 0.575 48.0 3.44 17.04 HDU-4 6 800 2.0 5 402 1981 12.3 1538 0.180 96.2 21.71 44.08 (2) HDU-14 7 SELV 784 2.0 24 82 421 12.3 7380 0.863 35.7 4.64 19.86 HDU-4 8 1024 2.6 25 103 767 12.3 7688 0.899 120.8 6.97 19.54 HDU-11 11 1024 2.6 25' 103 767 12.3 7688 0.899 120.8 6.97 19.54 HDU-11 12 SELV 784 2.0 24 82 421 12.3 7380 0.863 35.7 4.64 19.86 HDU-4 13 800 2.0 5 402 1981 12.3 1538 0.180 96.2 21.80 43.89 (2) HDU-14 14 560 1.4 20 70 385 13.3 6650 0.777 28.0 6.17 20.21 HDU-11 15 1296 3.3 24 136 492 14.3 8580 1.003 42.0 1.96 17.53 HDU-4 18 1040 2.6 20 131 392 16.3 8150 0.953 18.2 -1.25 13.36 HDU-4 Total Area 11738 Force/Floor (k) 29.5 Total length of wall 252 0.14*SDS 0.1169 LONGITUDINAL This level Net forces ASD 2ND Line A trib (ft'^2) Force (k) Length of wall (ft) Shear/ft Shear/ft Dead trib (ft) Dead trib (lb) Fv (k) overturning (k-ft) T(k) C(k) Hold Down B1 1920 5.4 PERFORATED SHEAR WALL SEE RISA MODEL Gl 1728 4.9 SEE HAND CALC THAT FOLLOWS THIS EXCEL L 1200 3.4 15.5 220 1535 2 713 0.091 233.9 11.29 11.85 HDU-11 N 600 1.7 16 106 316 4 1472 0.187 41.9 1.96 3.11 HDU-4 O 1100 3.1 10 312 2296 5 1150 0.146 225.4 17.53 18.47 (2) HDU-14 P 200 0.6 10 57 489 0 0 0.000 48.9 3.80 3.80 HDU-4 B2 1920 5.4 PERFORATED SHEAR WALL SEE RISA MODEL G2 1728 4.9 19 258 929 5 2185 0.278 161.3 6.27 7.97 HDU-11 Total Area 10396 Force/Floor (k) (sir) 29.5 Total lengih of wall 70.5 0.14*SDS 1 0.1169 16 2nd 3rd roof 2nd 3rd roof 2nd 3rd roof Net Force Net Force Net Force ASD ASD ASD SW Size SW Size SW size Line 1 392 261 0 274.3 182.9 0.0 6E 6E 6E 4 492 356 185 344.2 249.2 129.5 4E 6E 6E 5 482 394 634 337.2 275.7 443.9 4E 6E 3E 6 1981 1579 1938 1386.5 1105.2 1356.3 2E2 3E2 2E2 7 S ELV 421 1017 452 294.8 712.1 316.5 4E 2E 4E 8 767 664 784 536.8 464.7 548.6 3E 3E 3E 11 767 664 784 536.8 464.7 548.6 3E 3E 3E 12 S ELV 421 1017 452 294.8 712.1 316.5 4E 2E 4E 13 1981 1579 1938 1386.5 1105.2 1356.3 2E2 3E2 2E2 14 385 1146 634 269.8 801.9 443.9 6E 2E 3E 15 492 570 254 344.2 398.8 178.0 4E 4E 6E 18 392 261 0 274.3 182.9 0.0 6E 6E 6E 2nd 3rd roof 2nd 3rd roof 2nd 3rd roof Line Net Force Net Force Net Force ASD ASD ASD SW Size SW Size SW size Bl 0 0 0 0.0 0.0 0.0 PERFORATED 01 0 0 0 0.0 0.0 0.0 HAND CALC L 1535 1700 910 1074.8 1189.7 636.8 3E2 2E2 2E N 316 280 0 221.3 195.8 0.0 6E 6E 6E O 2296 1984 988 1607.3 1389.0 691.7 2E2 2E2 2E P 489 432 142 342.2 302.5 99.2 4E 4E 6E B2 0 0 0 0.0 0.0 0.0 PERFORATED 17 DATE ENGR PROJEC1 ENO;N r - R JOB NO. = plf 10 0-(e 1 ID ( 1 .i^ij' DATE. PROJECT ENGINEERS SHEET.. JOB N« TBmoH - ^7.2.fe/tbC^ iH- * ^^'^ ^ UPLIFT 19 ESR-1679 I A/fosf i/V?t:/e/yAccepfecfanaf Trusted Page 13 of 36 TABLE 9—ALLOWABLE ASD IN-PLANE SHEAR (LBS) & BASE IWOIWENT (FT-LBS) FOR SIMPSON SSW PANEL TWO-STORY STACKED APPLICATION*' ' TABLE 9A - SECOND-STORY WALLS*' Second-Story Wall Models SSW15X7 SSW18X7 SSW21x7 SSW24XT SSWlSxS SSW18X8 SSVV21X6 SSVV24X8 SSW15xB SSWIBxS SSW21X9 SSW24X9 SSW15X10 SSWIBxIO SSWZIxlO SSW24X10 SSW15X11 SSWIBxIl SSW21X11 SSW24X11 SSW1SX12 sswisxia SSW21X12 SSW24K12 sswiaxi3 SSW21X13 SSW24X13 Seismic Allowable ASD Shear LoadV (lbs) 600 1,210 1,735 2,330 550 1,130 1,625 2,050 510 1,070 1,520 1,815 470 1,010 1.365 1.630 440 960 1,235 1,480 405 300 1 130 1,355 830 1,045 1,250 Drift at Allowable Shear (in) 0.21 0.24 0.23 0.22 0,26 0.32 0.30 0.26 0.31 0.39 0.36 0.30 0.37 0.47 0.3g 0.35 0.43 0.55 0.46 0.39 O.SO 0.63 0.52 0.43 0.68 0.57 0.48 Wind Allowable ASD Shear LoadV (Ibs) 600 1,390 1,815 2,330 550 1.315 1,715 2,050 510 1.220 1,520 1,815 470 1,095 1,365 1.630 440 995 1,235 1,480 405 S10 1,130 1,355 840 1.045 1,250 Drift at Allowable Shear (In) 0.21 0.28 0,24 0.22 0.26 0.37 0.32 0.26 0.31 0.45 0.36 0.30 0.37 0.S1 0.39 0.35 0.43 0.57 0.46 0.39 0.50 0.84 0.52 0.43 0.69 0.57 0.4B 'Tv»o-Story Stacked wali installations must be limited to wood light frame conslruction and may cortsist of any height combination of equal widtti wal! models listed in these tables. ^Loads are based on a 1,000 pound maximum uniformly disttibuted total axial load acting on the second-story panel and a 2,000 pound maximum unifofmly distributed total axial load acting on the first-story pane! in combination with the tabulated shear load and base moment. ^The designer must verify that the cumulative overtuming moment at the base of the first-story Steei Strong-Wall does not exceed the allowable base moment capacity. Example 2 of this report provides an example procedure. •"The allowable second-story shear loads assume a maximum floor joist depth of 14". For allowable shear toad with up to 18" joists, second-story shear loads must be multiplied by 0,98 for SSWlSx models and by 0.94 for other SSW widths. For bottom wall shims greater than 7/8" thick, see Figure 5 of this report. 'Allowable shear, drift, and base moment values may be interpolated for intermediate heights. 'Minimum ASTM F 1554 Grade 36 threaded rods are required at the second- story wall anchorage. 'High strength anchor bolts are required at the first-story wall unless a lower strength grade is justified by the registered design prafesslonal for panels located in Seismic Design Categories A and B. Figure 7 of this report provides SSWAB anchor bolt information and anchorage solutions. 'Tabulated anchor tension (uplift) loads assume no resisting axial load. For anchor tensron loads at design shear values and including the effect of axial load, refer to the equations in Figure 8 of this report. Drifts at lower design shear or base moment may be linearly reduced. TABLE 9B—FIRST-STORY WALLS' ' Seismic Wind First-Story Wall Models Allowable ASD Bass Moment (ft-lbs) Drift at Ailowabis Bsse Moment (In) Uplift at Allowable Base Moment* (Ibs) Allowable ASD Bass Moment (ft-lbs) Drift at Allowable Base Momsnt(ln) UpHftat Allowable Base Moment* (Ibs) SSW15x8-STK 9,665 0.35 11,385 9,665 0.35 11,385 SSW18x8-STK 19,270 0.41 19,520 22,690 0.49 24,875 SSW21XS-STK 27.665 0.39 23,360 30,775 0.43 27,240 SSW24x8-STK 37,805 0.37 27,435 39,670 0.39 29,370 SSW15X9-STK 9,490 0.37 11,130 9.490 0.38 11.130 SSW1BX9-STK 18.815 0.47 1B.890 22,665 0.57 24,870 SSW21xe-STK 27,585 0.46 23,265 31,310 0.52 27,970 SSW24X9-STK 37,SB5 0.44 27,215 40,390 0.47 30,150 SSW15X10-STK 9,225 0.45 10,755 9.225 0.45 10,755 SSWIBxIO-STK 18.175 0.53 18,030 22,585 0.65 24,690 SSW21X10-STK 29,750 0.50 25,905 31,465 0.55 28,210 SSW24X10-STK 37,470 0.50 27,100 40,925 O.SS 30,740 SSW15X11-STK 9,025 0.50 10.475 9,025 0.50 10.475 SSW18X11-STK 17,610 O.SS 17,295 22,115 0.73 23,880 SSW21X11-STK 26,785 O.SS 22.325 30,660 0.67 27.355 SSW24X11-STK 37.430 0.57 27.060 40.280 0.61 30.005 SSW15X12-STK 8,675 0.57 9,990 8,675 0.57 9.990 SSW18X12-STK 17,070 0.63 16,605 21,800 O.SO 23,030 SSW21X12-STK 26,015 0.63 21,490 30,195 0.73 26.475 SSW24X12-STK 37.080 0.63 26,710 39,545 0.67 29,235 SSW18X13-STK 17,060 0.68 16.580 21.155 0.S5 22.315 SSW21X13-STK 25 350 0.68 20.765 29,505 0.79 25.SB0 SSWZ4X13-STK 36.140 0.68 25.790 38 795 0.73 28,450 For SI: 11nch = 25.4 mm, 1 foot - 305 mm, 1 lb = 4.45 N, 1 fl-lb = 1.36 N-m. 20 .384k,'ft .3k/ft SK/ft '-18 Loads: BLC 1, EQ Results forLC 1, 1 BWE WP3 : HI SK-2 CC WP3 : HI Oct 16, 2012 at 4:15 PM WP3 : HI Perforated Shear Wall.r3d 21 Company Designer Job Number BWE CC WPS : HI Oct 16, 2012 4:17 PM Checked By:_ Basic Load Cases BLC Description Cateqorv X Gra... Y Gra... 2 Grav.. . Joint Point Distrib.. Area{... Surfac. 1 EQ None 5 2 D None 5 3 None 1 Joint Boundarv Conditions Joint Label X [k/in] Y [k/in] 2 [k/in] X Rot.fk-ft/rad] Y Rot.fk-ft/rad] Z Rot.[k-ft/rad] Footim N7 Reaction N8 Reaction N13 Reaction N14 Reaction N5 Reaction N2 Reaction N3 Reaction N6 Reaction N10 Reaction 10 Nl 1 Reaction Global Display Sections for Member Calcs 3 Max Internal Sections for Member Calcs 99 Include Shear Deformation? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Increase Nailing Capacity for Wind? Yes Area Load Mesh (in''2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automaticly Iterate Stiffness for Walls? Yes Maximum Iteration Number for Wali Sfiffnes 33 Gravity Acceleration {ft/sec'^2) 32.2 Wall Mesh Size (in) 12 Eigensolution Convergence Tel. (1 .E-) 4 Vertical Axis Y Global Member Orientation Plane XZ Static Solver Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 13th(360-05): ASD Adjust Stiffness? Yes{ Iterative) RISAConnection Code AISC 13th(360-05): ASD Cold Formed Steel Code AISI NAS-01: ASD Wood Code AF&PA NDS-05/08: ASD Wood Temperature <100F Concrete Code ACI 318-05 Masonry Code ACI 530-05: ASD Aluminum Code AA ADM 1-05: ASD - Building RISA-3D Version 10.0.1 [M:\...\...\...\CALCS\RISA\Perforated Shear Wall.rSd] 22 Page 4 Company Designer Job Number BWE cc WPS : HI Oct 16, 2012 4:17 PM Checked By:_ Global. Continued Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method Exact Integration Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Bad Framing Warnings? No Unused Force Wamings? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR SET ASTMA615 Min % Steel for Column 1 Max % Steel for Column 8 Seismic Code ASCE 7-05 Seismic Base Elevation (ft) Not Entered Add Base Weight? Yes ctz .035 ctx .035 T Z (sec) Not Entered T X(sec) Not Entered RZ 6.5 RX 6.5 Ct Exp. Z .75 Ct Exp. X .75 SDI 1 SDS 1 SI t TL (sec) Not Entered Occupancy Cat 1 or 11 Seismic Detailing Code ASCE 7-05 OmZ 1 OmX 1 RhoZ 1 RhoX 1 Wood Wall Panel In Plane Code Checks (AF&PA NDS-05/08: ASD) 1 WP1 S1_(2)15/32_8d@2 N/A .783 1.143 1 HDU14-SD... 1.387 12.526 1 2 WP2 SlJ2)15/32_8d@3 N/A .884 .972 NC NC 6.909 1 3 WP3 S1_15/32_8d@2 N/A .898 .656 NC NC 2.404 1 4 WP4 S1_15/32_8d@2 N/A .797 .582 HDU8-SDS.. .916 4.508 1 5 WP5 S1_15/32_8d@4 N/A .882 .379 i NC NC 1.697 1 Joint Coordinates and Temperatures 1 Nl 0 0 0 0 2 N2 0 10 0 0 3 N3 13.5 10 0 0 4 N4 13.5 0 0 0 5 N5 0 20 0 0 6 N6 13.5 20 0 0 7 N7 0 30 0 0 8 N8 13.5 30 0 0 9 N9 20 0 0 0 10 N10 20 10 0 0 RISA-3D Version 10.0.1 [M:\...\...\...\CALCS\RISA\Perforated Shear Wall.r3d] 23 Page 5 Company Designer Job Number BWE cc WPS : HI Oct 16, 2012 4:17 PM Checked By:_ Joint Coordinates and Temperatures (Continued) 11 Nil 33.5 10 0 0 12 N12 33.5 0 0 0 13 N13 20 20 0 0 14 N14 33.5 20 0 0 Joint Deflections LC Joint Label XW Y[in1 Z[inl X Rotation [rad] Y Rotation [radl Z Rotation fradl 1 1 Nl 0 0 0 0 0 0 2 1 N2 .265 .088 0 0 0 0 3 1 N3 .266 -.093 0 0 0 0 4 1 N4 0 0 0 0 0 0 5 1 N5 .656 .12 0 0 0 0 6 1 N6 .656 -.13 0 0 0 0 7 1 N7 1.025 .128 0 0 0 0 8 i N8 1.024 -.139 0 0 0 0 9 1 N9 0 0 0 0 0 0 10 1 N10 .205 .042 0 0 0 0 11 1 Nil .205 -.046 0 0 0 0 12 1 N12 0 0 0 0 0 0 13 1 N13 .496 .053 0 0 0 0 14 1 N14 .495 -.058 0 0 0 0 Member Section Deflections LC Member Label Sec x[in] y [in] z[in] X Rotate[rad] (n) L/y Ratio (n) L/z Ratio No Data to Print Load Combinations Description Sol.. PP... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 lYesi I i 1 i .7 I 2 i .42 i [ \ \ \ I \ \ \ \ \ T ! Joint Loads and Enforced Displacements (BLC 3:) Joint Label L.D.M Direction Magnitudef(k.k-ft), (in.rad), (k*s^2/ft, k* N7 X 9.7 Member Point Loads Member Label Direction Maqnitude[k.k-ft] Location[ft.%] No Data to Print... Member Distributed Loads Member Label Direction Start Magnitudefk/ft.F] End Magnitude[k/ft.F] Start Location[ft.%] End Location[ft.%] No Data to Print RISA-3D Version 10.0.1 [M:\...\...\...\CALCS\RISA\Perforated Shear Wall.r3d] 24 Page 6 DAIE_ ENGS. E^GINEFRS SHEET JOB NO. t /2 zoo 1 /t 9 25 DATE. ENGK. PROJECT ENGINEERS SHEET ,IOe NO. 1 UL 1 I 1^ 5^ ^ «>.o5t? "2^ 26 Project: Job #: GRADE BEAM DESIGN Sales Mar Brisa 11132A Date: Engineer; 10/16/2012 CC # BUftKETTcWNG Concrete Grade Beams at Sales Mar Brisa (ACI 318) Wall or Frame No. 1, 18 4,15 5,14 6,13 12 8,11 81, 82 Gl, G2 Footing Length FT 36.00 40.00 34,00 18.00 26,00 24.00 16.00 26,00 Footing Width FT 2.00 2.00 2.00 3.00 3.00 4.00 3.00 2.00 Footing Thickness FT 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 TotalAxialPKIPS 7.7 19.6 4.4 1.9 0.5 5,0 2.0 3.0 Overturning Moment K-FT 85 145 115 140 140 270 114 205 Wali or Frame Length FT 16.00 21.00 12.00 5.50 8.00 8.00 15.00 13.00 Overburden KSF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ASB KSF 5.00 5.00 5.00 6.50 6.50 6.50 6.50 5.00 F'c KSI (4KS1 max) 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 Fy KSI 60 60 60 60 60 60 60 60 Load Factor for Concrete 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40 Av req'd SQIN / FT 0 0 0 0 0 0 0 0 As req'd SQIN 0,55979958 0.90140513 0.76004795 1.53334443 0.86424913 2.14667274 0.02325662 1.52328222 -As req'd SQIN 0.11087734 0 0.42819476 0.36603299 0.73094425 0.80193542 0.00233217 0.26403175 SB Check OK OK OK OK OK OK OK OK V max Check OK OK OK OK OK OK OK OK As max Check OK OK OK OK OK OK OK OK Max stirrup spacing in IN 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Length of soil pressure in FT 36.0 40.0 34.0 3.8 21.4 12.0 3.1 5.9 Relative footing cost 574 654 572 458 648 831 356 464 Ftg wt KLF 0.6 0.6 0.6 0.9 0.9 1.2 0.9 0.6 Total vA K 29 44 25 18 24 34 16 19 ePT 2.90102389 3.32568807 4.63709677 7.72413793 5.85774059 7.98816568 6.95121951 11.0215054 XFT 15.0989761 16.6743119 12.3629032 1.27586207 7.14225941 4.01183432 1.04878049 1.97849462 ex6/L 0.48350398 0.49885321 0.8183112 2.57471264 1.35178629 1.99704142 2.60670732 2.54342432 SP max KSF 0.6037037 0.816875 0.66314879 3.15690691 0.74361778 1.40417896 3.4749354 3.13369565 Spmin KSF 0.21018519 0.273125 0.06626298 0 0 0 0 0 slope K/F 0.02186214 0.0271875 0.03511093 2.47433244 0.1041152 0.46667895 3.3133105 1.05591919 dFT 1.667 1.667 1.667 1.667 1.667 1.667 1.667 1.667 Cantilever 10 9.5 11 6.25 9 8 0.5 6.5 Cantilever-d FT 8.333 7.833 9.333 4.583 7.333 6.333 -1.167 4.833 VI K 3 2 4 6 7 10 0 4 V2K -1 -5 4 19 10 22 6 10 V3K 4 7 5 15 7 19 -13 15 Vu max K 6 10 7 26 14 30 9 21 +Mu K-FT 37 60 51 102 58 142 2 100 -Mu K-FT 7 -2 29 25 49 54 0 18 Fc'^.5 0.05477187 0.05477187 0.05477187 0.05477187 0.05477187 0.05477187 0.05477187 0.05477187 As min SQIN 1.60032 1.60032 1.60032 2.40048 2.40048 3.20064 2.40048 1.60032 Av min SQIN 0.24 0.24 0.24 0.36 0.36 0.48 0.36 0.24 VcK 53 53 53 79 79 105 79 53 Vs min K 24 24 24 36 36 48 36 24 (Vc + Vs min)*0.85 K 65 65 65 98 98 130 98 65 +As SQIN 0.41995467 0.6762229 0.57017851 1.15029589 0.64834893 1.61040716 0.01744683 1.14274735 -As SQIN 0.0831788 -0.0226846 0.32122637 0.27459339 0.54834527 0.60160197 0.00174956 0.19807333 SB max KSF 0.6037037 0.816875 0.66314879 3.15690691 0.74361778 1.40417896 3.4749354 3.13369565 SB min KSF 0.2 0.3 0.1 0.0 0.0 0.0 0.0 0.0 Vu KIPS 6.0 10.2 7.3 26.4 14.2 30.3 8.6 21.1 Mu reqd FT-K 37 60 51 102 58 142 2 100 -Mu reqd FT-K 7 0 29 25 49 54 0 18 Notes: 1 Assumes linearly elastic soil pressure distribution under grade beam 2 Assumes grade beam vertical loads at wall ends only 27 Project: Sales Square Spread Footing Design (2010 CBC) Job No.: ni32A.l Design Parameters F3 F4 F5 F6 F7 F8 Soil Capacity •* = 5000 psf Size, WxB 3.0 4.0i 5.0 6.0 7.0 8.0 Concrete, fc = 3000 psi Area, ft'>2 9.01 16.0| 25.0 36.0 49.0 64.0; Reinforcement, fy = 60,000 psi Footing Thiclcness, in. 12 14 18 20 24 Soil Bearing Capacity 5000 5000 5000 5000 5000: 5000: P, allowable, kips 44 78 121 172 2331 301 * Increase psf for each ft depth over 2 Pu, allowable, P*l.55 68 120 187 266 361 4661 ft., and for each ft. width over 2 ft., Column Size, in. 12 12 12 12 121 with 3000 psf max. cumulative increase Effective Ftg, d, in. g 8 10 14 16i 20 Soils Pressure, ksf 7.5 7.5^ 7.5 7.4 7.4^ 7.3: Increase depth from = 2.0 ft. Shear: Increase = 1500 psf Punching shear, kips 47 991 162 232 321 414 Vu, allowable, kips 119 119 164 271 334 477 Increase width from = 2.0 ft. VuOK • VuOK VuOK Vu OK VuOK VuOK Increase = 0 psf Beam shear, kips 2.5 6.3 8.7 9.9 12.3 13.4 Vu, allowable, kips 8.9 8.9; 11.2 15.6 J7.9; 22.3 Maximum lncrea.se = 3000 psf VuOK VuOK Vu OK VuOK VuOK : Vu OK Bending: Mu, ft-kips 3.8 8.5 15.0 23.1 33.1: 44.6 Ku, psi 65 147 166 13! 144 124 P 0.0011 0.0025 0.0029 0.0022 0.0025 0.0021 As, in'^2 0.42 1.29: 2.29 3.01 4.41 5.41 Number of Rebars 3 4 6 7 6 7 Rebar size #4 #6 #6 #6 #S #8 As, actual, in.'*2 0.60: 1.76; 2.64 3.08 4.74 5.53 As OK As OK As OK As OK As OK As OK 8 CEC 10/15/2012 i 4- i :Si# . s' 74--7 U4. % 4-i 7:1 104., 4. F-5 Marbrisa Sales Building Burkett ^^ong. Eng. Spread Footings.xls Podlum„Slab_02_2012_Example.cpt -10/15/201 Self-Dead Loading: Std Reactions Plan S»*f-rJ«»iS ttusding: PaSfst LCMKJJS; Ptslnt LcMsd fecmss; Poiai tofs* VaSiMia; Lifss Loatis; Um Lm^ fcons; tin* LwistJ V«f«»«', Ar««8 t«ads; Arais to«wS icoos; Arajs Load VsJsfss; Usser Hoia&: Usar tiftsa; Usjsr Dimfflna^ona; DfsswSng fmpert: IJsw S*o^*s; Us*w Um^; User DJmen^jis: Sc3ftteKl;195 Fs» 1.913^7 Ssjf-t»»<Rd toeijing' f^ssctkifl f**^l; C^i! Sftlow.Cobmn S»t€sw.Pai?^ SfjFiwg.Poinl St^porf.lffi* S«ppof1)(?nf^s.r3:,S$f.M«.JiSi)CSt«ftdfii«a Contest) « ^ ^ '^^ ^ ^ « ^ « £ » iSt* ^ S SE: it' •>k ^.n ^j "vi! Self-Dead Loading: Std Reactions Plan • other Dead Loading: Std Reactions Plan Wail Bmrmnts Above; WmJl Ei«tB«tt* Enktwr W»H Elwixm! OijJjhi^^ly; Ci>!»ira!i Etonwnis »oo«; COIUKDI ESiimMis Bstew; S!ah £(«m«it5; SIsS OiiSHns Only Olitw !)«m! Lo«tI!ni| - Stmsslsn ^ot: {VWI Maw.CoSumn Bs»<iw,Pcilnij^g^g,Liit» Sprfng.Poini Supsiotl,!.in» SupjjortXF'.fs.r^.M'.Ms.SSjMStlsKisfd ConSeiit) Podium.Slab„ 02..2012„Example.cpt - 10/15/201; s s S fe' i 5 4 a « a.' u. (i. £A. 33 S 35 M ^ « - o f f r»tl,0135 •« if**;* other Dead Loading: Std Re,3ctlons Plan -: Podlum„Slab„02_2012_.Example.Ci9t -10/15/201 Live (Reducible) Loading: Std Reactions Plan Uw« (f^#tilueJbS«J twKjifig: Paint Load ksRs; Pnim lo»d Vsiijss; Um Lo»d icons; Uns Lo»d Vsf««s: Aws toad Icom: A?»8 Loat* V»f«e»; U-sw MSJ!»B: Us»f L!fia«: Ussf Dim»«s5nn3; V « 2 p i S13 i s S 2/ llllll ,:„ :.<31.«J?^-.<^« Fs<^B.0Oa!O9 Sfsr.mi 01 >S o "T o # .|.«S*15^« FiKgf.ogn I S«s»0.0»49 Fs^.000303 3 a*i-7s ?I»-0.f»55r3 S )(fr-.6,ST»-17 > '.• § S ? If « i'. * « •: . U~ U< 4^ t£ „ (i. u. ^ft S 4v M Live (Reducible) Loading: Std Reactions Plan Live (Unreducible) Loading: Std Reactions Plan Live (Unraducii»{«j Loaijing: Poinl Umi icoos; pssini ItmS Vafue*; Ul»« toad Jcuns; LJne Lsad VjrfuBs: L»»sS (eosis: Loarf Vaftses; UsfSf No6«s: lfs»r U««3; Uaar EN?n»nsiBfi DfBwJn^ fmjMJrt; Utsef No3»s; Usser Unes: Usar SSmanaiaria: EfeRMtnt: W«!l elspaanss Ajftssvo; WaJJ EEamaoSs iSstow; Wafi Eiemsns Oi^j^ljrgsJ^ni^; C<*l«msi E-iH&maota AiK*v»; Cofuntn e!»(ti«r(i* Batow; Slab Eietmn*!*; Sfs^ EEsmeftS OuiSitta 0«fvi Live (Uftr«diieibJ«) Loadi*ig ~ R^ct^n Plot-. (Waii aalew.Cofumn S«S*«^i^f^"Sf!Hn^.Ljfl!B Sprit!St.Fo!nt StipfWst.Lina Swf!portKFf,F3,Fx,fiSr,Sils,B ,v'^* * Sirs-7..S!6.!3 Podium..Slab.„02....2012..Examp!e.cpt • lO/l-S/201; !,5(3MS!imdarti Context) *^ k.-. « ^ Fr.w13.7 "11 Fs«0,C«?4 1 S i»=i!»»45!>-r Ft-.1,J F^I=."1.05B.7 f Ml-».1,iJ1s.13 '•f Msa.7.i.-! > Fr»O.I)0O333 Fsa.(i-iM525 > F!*itM2 F»-,=C.0203 ;.Fi»SS,4 F?»S3,S FrsS.Or Fj=«as,« => iSSl!.-1,13»-l2 * Ms«10 8 ;,Wj:«AS2a.U it Live (Unreducible) Loading: Std Reactions Plan - J DATE ENGR PROJECT I? OOF Y .A \ 1^ I bo ^ FNGIN E F RS 5HEET,„ JOS NO. 7/jl - ^^iU ^ . u c r >• .X- I . it u9 LNe '1 /a = 75@ ^•'¥lA .7 / 10^1 61 ....Sa-j. 3 35 DATE. iOJECT 9-at A. ENGINEERS SHEET iOi HO. 711 o # y ^ 1-1/^:. 2 Dfo 3 36 \ A. ^ .3 "7. It >7',.7 i 7 3 1^ ^ ;NG8 CJZ, 1^1 1 SH££T„ 10 LNB 4- ^pIP LiME 38 PROJE:( SHEET_ JOB NO. 3 it? a 6 .2.^ • ^ f Si ^8o y NO 1--S V A \ 1-4 2\ ^2^' • 10 /iZ. DAT . SHEET; JOB NO. \ nnr? "7 o IDS •5 (/^Bj 2MO J%-T DATE. n NG I !v E £ R SHEET., JOI NO. PROJECT A „ ^—- 42 (t?vM^ 3ATE. ENGR..„ .L^:;;, ?f?OJECT .4.!.: \ ENGIN EER5 SHEET JOB NO. 43 DAT l:NGS i---;!™ PROJECT ^/\i.£^ ENGiN ? E RS SHEtl \ p As 0 • '3 '> * Am)(?^) t^^c* fi-^)^ iS^iofy^' /4 4ee RISA lit) 0^1^ 44 *i0T(j^) 11 ^ ^^^^ -t^-b 4.07k =^1 Loads: BLC 1, EQ Results for LC 3, Drift BWE SK-1 CC Oct 16, 2012 at 4:14 PM Cant. Column Porte Corchere.rSd 45 Company : BWE Designer : CC Job Number Oct 16,2012 4:14 PM Checked By:_ Basic Load Cases BLC Description Cateaorv XGra... Y Gra... Z Grav.. . Joint Point Distrib.. Area(... Surfac. 1 EQ EL ! 1 2 DEAD DL 1 -1 1 1 3 ROOF LIVE RLL ^ 1 Joint Boundarv Conditions Joint Label X [k/in] Y [k/in] Z [k/in] X Rot.[k-ft/radl Y Rot.[k-ft/rad] Z Rot.[k-ft/rad] Footing N1 Reaction Reaction Reaction Reaction Reaction Reaction Global Display Sections for Member Calcs 3 Max Intemal Sections for Member Calcs 99 Include Shear Deformation? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Increase Nailing Capacity for Wind? Yes Area Load Mesh {in^2) 144 Merge Tolerance (in) .12 P-Delta Anajysis Tolerance 0.50% Include P-Delta for Walls? Yes Automaticly Iterate Stiffness for Walls? Yes Maximum Iteration Number for Wal! Stiffnes 33 Gravity Acceleration (ft/sec'^2) 32.2 Wall Mesh Size (in) 12 Eigensolution Convergence Toi. (1.E-) 4 Vertical Axis Y Global Member Orientation Plane XZ Static Solver Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 13th(360-05): ASD Adjust Stiffness? Yes{ Iterative) RISAConnection Code AISC 13th(360-05): ASD Cold Formed Steel Code AISI NAS-01: ASD Wood Code AF&PA NDS-05/08: ASD Wood Temperature <100F Concrete Code ACI 318-05 Masonry Code ACI 530-05: ASD Aluminum Code AA ADM 1-05: ASD - Buildinq Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method Exact Integration Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Bad Framing Warnings? No Unused Force Wamings? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR SET ASTMA615 Min % Steel for Column 1 Max % Steel for Column 8 RISA-3D Version 10.0.1 [M:\...\...\...\CALCS\RISA\Cant. Column Porte Corchere.rSd] 46 Page 1 Company Designer Job Number BWE CC Oct 16, 2012 4:14 PM Checked By:_ Global. Continued Seismic Code ASCE 7-05 Seismic Base Elevation (ft) Not Entered Add Base Weight? Yes Ctz .035 Ctx .035 T Z (sec) Not Entered T X (sec) Not Entered RZ 8.5 RX 8.5 Ct Exp. Z .75 Ct Exp. X .75 SDI 1 SDS 1 SI 1 TL (sec) Not Entered Occupancy Cat lor 11 Seismic Detailing Code ASCE 7-05 OmZ 1 OmX 1 RhoZ 1 RhoX 1 Member AISC 13th(360-05): ASD Steel Code Ctiecks LC , Member Shape DC Max Loc[ft] Shear UC Loc[ft] Dir Pnc/omfk] Pnt/om[k] Mnyy/om..Mnzz/om.. Cb Eqn Ml HSS9x9x10 .543 0 .031 V I415.573 515.09 133.363 133.363 1.66 H1-1b Joint Coordinates and Temperatures Label Xfft] Yfftl Z[ft] Temp [F] Detach From Diap... 1 N1 0 0 0 0 2 N2 0 16 0 0 Joint Deflections LC Joint Label Xfin] Y[in1 Z[in] X Rotation fradl Y Rotation fradl Z Rotation [rad] 1 3 Nl 0 0 0 0 0 0 2 3 N2 2.057 -.007 0 0 0 -l.6e-2 Member Section Deflections LC Member Label Sec x[in] v finl zfinl X Rotate[radl (n) L/v Ratio (n) L/z Ratio 1 3 M1 1 0 0 0 0 NC NC 2 2 -.004 -.644 0 0 297.984 NC 3 3 -.007 -2.057 0 0 93.348 NC Load Combinations 1 D + 0.75*(0.7E) + O.7.. Yes Y 1 .525 2 1 3 .75 D + 0.7E Yes Y 1 .7 2 1 3 Drift Yes Y 1 1 2 1.2 RISA-3D Version 10.0.1 [M:\...\...\. .\CALCS\RISA\Cant. Column Porte Corchere.rSd] 47 Page 2 Company Designer Job Number BWE CC Oct 16, 2012 4:14 PM Checked By:_ Joint Loads and Enforced Displacements (BLC 1: EO) Joint Label L.D.M Direction Maqnitudef(k.k-m, (in.radL (k*s^2/ft. k*... 1 1 N2 i L ; X 1 4.07 1 Joint Loads and Enforced Displacements (BLC 2: DEAD) Joint Label L.D.M Direction Maqnitude[(k.k-ft). (in.rad). (k*s'^2/ft. k*... 111 N2 1 L Y -13.2 Joint Loads and Enforced Displacements (BLC 3 : ROOF LIVE) Joint Label L.D.M Direction Maqnitude[(k.k-ft). (In.rad). (k*s'^2/ft. k*... 111 N2 1 L Y 1 -7.78 RISA-3D Version 10.0.1 [M:\...\...\...\CALCS\RISA\Cant. Column Porte Corchere.rSd] 48 Page 3 • DATE ENGR. PROJECT ENGINEER: SHEET_ J08 NT 7J ^4 A cr -7 •2- 7)^^K 0.1^ ^- ^"-^ ^A*v |^^__^^ J LET - 21 A •7A L 49 ENGR_ f^ROJECT IGIN E E RS SHEET, JOS NO. Mi rl L 3 50 Anchor Calculations Anchor Selector (Version 4.10.0.0) Job Name : 1) Input Calculation Method : ACI 318 Appendix D For Uncracked Concrete Code : ACI 318-08 Calculation Type : Analysis a) Layout Anchor: 1" Heavy Hex Bolt Steel Grade: A193 GR. B6 (41 OSS) Built-up Grout Pads : Yes > «x1 , Cx2; Date/Time : 10/16/2012 1:48:31 PM Number of Anchors : 4 Embedment Depth : 16 in 4ANCHORS 'Hm IS POSmVE PO« TENSION AND NESATWE FOR * nmcmm CENTIR OP fom •conmn. mmm& Anchor Layout Dimensions Cj^., : 36 in Cj^2 • 36 in Cy., : 36 in Cy2 • 36 in b^.^ : 1.5 in b^2 : 1 -5 in by., : 1.5 in by2 : 1.5 in Sj^., : 13 in 51 Syi : 13 in WARNING: EXCESS BEARING PRESSURE! Calculated bearing pressure is 1811.34 psi and exceeds the permissible bearing stress of ^ Fp per ACI 318 Section 10.17. Designer must exercise own judgement to determine if this design is suitable. b) Base Material Concrete : Normal weight f c : 3000.0 psi Cracked Concrete : No "F^y '• 1-40 Condition : B tension and shear (t)Fp : 1657.5 psi Thickness, hg : 24 in Supplementary edge reinforcement; No c) Factored Loads Load factor source : ACI 318 Section 9.2 Nua • 0 'b V,3, : 4000 Ib V^jgy : 0 Ib M^^ : 68000 lb*ft M^^y : 0 lb*ft e^:0in ey: 0 in Moderate/high seismic risk or intermediate/high design category : No Apply entire shear load at front row for breakout: No d) Anchor Parameters Anchor Model = HB100 = 1 in Category = N/A hgf=15in ^in = 16.75 in C3, = 22.5in Cmin = 6 in s^j„ = 6 in Ductile = Yes 2) Tension Force on Each Individual Anchor Anchor #1 N = 0.00 Ib Anchor#2 N^^a2 = 0 0° Anchor #3 N ^^^3 = 31233.51 Ib Anchor #4 N = 31233.51 Ib Sum of Anchor Tension IN^^g ' 62467.02 Ib a^ = 0.00 in 52 ay = 4.31 in e',^^ = 0.00 in e'Ny = 0.00 in 3) Shear Force on Each individual Anchor Resultant shear forces in each anchor: Anchor #1 V^^^., = 1000.00 lb (V ^g.,^ = 1000.00 Ib , V ^a.,y = 0.00 Ib ) Anchor #2 V ^^.^ = 1000.00 Ib (V ^^32^ = 1000.00 Ib , V ^^g2y = 0.00 Ib ) Anchor #3 V = 1000.00 Ib (V ^^33^ = 1000.00 Ib , V ^^a3y = 0.00 Ib ) Anchor #4 V ^g^ = 1000.00 Ib (V ^^34^ = 1000.00 Ib , V ^g4y = 0.00 Ib ) Sum of Anchor Shear SV^jg,^ = 4000.00 Ib, IV^^gy = 0.00 Ib e'^^ = 0.00 in e'yy = 0.00 in 4) Steel Strength of Anchor in Tension [Sec. D.5.1] Nsa = nA33f,t3[Eq.D-3] Number of anchors acting in tension, n = 2 Ng3 = 66660 Ib (for each individual anchor) (j) = 0.75 [D.4.4] ^Ngg = 49995.00 Ib (for each individual anchor) 5) Concrete Breakout Strength of Anchor Group in Tension [Sec. D.5.2] Ncbg = ANc/ANco^ec.N^ed,N^c,N^cp,NNb [Eq- D-5] Number of influencing edges = 0 hgf=15in Aj^^Q = 2025.00 in2 [Eq. D-6] A,^^ = 2610.00 in^ ^ec.Nx= 10000 [Eq. D-9] ^3^^y= 1.0000 [Eq.D-9] ^ec N ~ 1 OOOO (Combination of x-axis & y-axis eccentricity factors.) 1^ = 1.0000 [Eq. D-10 or D-11] ¥j,fg= 1.2500 [Sec. D.5.2.6] Tj,p = 1.0000 [Eq. D-12 or D-13] = m.-4 f' ^ hgf5/3 = 79952.63 Ib [Eq. D-8] N^,3g = 128812.57 Ib [Eq. D-5] 53 4) = 0.70 [D.4.4] <t)Np|3g = 90168.80 Ib (for the anchor group) 6) Pullout Strength of Anchor in Tension [Sec. D.5.3] Np = 8Ab,gfc[Eq.D-15] AK.^= 1.5010 in2 brg N„n = „N^ [Eq. D-14] pn c,p p ^ •' T^p=1.4 [D.5.3.6] Npn = 50433.60 lb (t) = 0.70 [D.4.4] (j) Np^ = 35303.52 Ib (for each individual anchor) 7) Side Face Blowout of Anchor in Tension [Sec. D.5.4] Concrete side face blowout strength is only calculated for headed anchors in tension close to an edge, Cg., < 0.4hg,r. Not applicable in this case. 8) Steel Strength of Anchor in Shear [Sec D.6.1] Vsa = "0.6A3,f,t3[Eq.D-20] = 40000.00 Ib (for each individual anchor) 4) = 0.65 [D.4.4] (t) Vgg = 26000.00 Ib (for each individual anchor) <t)Vga is multiplied by 0.8 due to built-up grout pads...[Sec D.6.1.3] (j)Vga = 20800.001b (for each individual anchor) 9) Concrete Breakout Strength of Anchor Group in Shear [Sec D.6.2] Case 1: Anchor(s) closest to edge checked against sum of anchor shear loads at the edge In x-direction... ^cbgx ~ \cx^\cox^ec.y^ed,\/^c,y'^h,V ^bx [E^l- D-22] Cg., = 24.00 in (adjusted for edges per D.6.2.4) = 2040.00 in2 = 2592.00 in2 [Eq. D-23] ^ec,V= 1 0000 [Eq. D-26] "^ed V = 1 OOOO [Eq. D-27 or D-28] *F^^= 1.4000 [Sec. D.6.2.7] ^h,V = V (l -SCg., / hg) = 1.2247 [Sec. D.6.2.8] 54 Vbx = WdaFV dgXV fc(Cgi)^-5[Eq.D-24] Ig = 8.00 in Vjj^ = 68327.18 1b V^^g^ = 92206.68 Ib [Eq. D-22] (j) = 0.70 ^^cbgx ~ 64544.67 Ib (for the anchor group) In y-direction... Vcbgy = \cy'\ooy'^ecy'^e6,y\y\M % [Eq- D-22] Cg., = 24.00 in (adjusted for edges per D.6.2.4) A^^y = 2040.00 in2 Avcoy = 2592.00 in2 [Eq. D-23] Tg^y = 1.0000 [Eq. D-26] y = 1.0000 [Eq. D-27 or D-28] y = 1.4000 [Sec. D.6.2.7] = V (1 -5Cg., / hg) = 1.2247 [Sec. D.6.2.8] Vby = 7(le/dg )° S^ dgX^i' f,(Cg.,)l-5[Eq.D-24] I =8.00 in e Vj3y = 68327.18 lb V^^^gy = 92206.68 Ib [Eq. D-22] (t) = 0.70 ^^cbgy ~ 64544.67 lb (for the anchor group) Case 2: Anchor(s) furthest from edge checked against total shear load In x-direction... ^cbgx ~ Avcx^Aycox*^'ec,V**'ed,V*^c,V*^h,V ^bx [Eq- D-22] Cg., = 24.00 in (adjusted for edges per D.6.2.4) A^^^ = 2040.00 in^ = 2592.00 in2 [Eq. D-23] 4'gcy= 1.0000 [Eq. D-26] ^^g^ y = 1.0000 [Eq. D-27 or D-28] ^^y= 1.4000 [Sec. D.6.2.7] ^'^ y = ^, (1.5Ca., / hg) = 1.2247 [Sec. D.6.2.8] 55 Vbx = 7(lg/ dg )0-S/ dg^^^ fc(Cai)'-' [Eq. D-24] Ig = 8.00 in V^,^ = 68327181b V^bg^ = 92206.68 Ib [Eq. D-22] <t) = 0.70 '''^cbgx ~ 64544.67 Ib (for the entire anchor group) In y-direction... %y = A,,y/A,,gy^g,y^g,yT^ y'i', y V,y [Eq. D-22] Cg., = 24.00 in (adjusted for edges per D.6.2.4) \,y = 2040.00 in2 A^^^y = 2592.00 in2 [Eq. D-23] ¥g^y= 1.0000 [Eq. D-26] 'f'ed.v = 1-0000 [Eq. D-27 or D-28] Tj,y= 1.4000 [Sec. D.6.2.7] T^^y = V (1-5Cg^ / hg) = 1.2247 [Sec. D.6.2.8] % = 7(le/ da ^a^i f'c(Cal)' ' [Eq- D-24] e by = 8.00 in V,3y = 68327181b V^j^gy = 92206.68 Ib [Eq. D-22] (j) = 0.70 't'^cbgy ~ 64544.67 Ib (for the entire anchor group) Case 3: Anchor(s) closest to edge checked for parallel to edge condition Check anchors at c^., edge ^cbgx ~ Aycx^Ay^Qj^^gj, y^g^ yT,^y Vpj^ [Eq. D-22] Cg., = 24.00 in (adjusted for edges per D.6.2.4) Avcx = 2040.00 in2 \cox = 2592.00 in2 [Eq. D-23] 4^g^ y= 1.0000 [Eq. D-26] Tg^ y = 1.0000 [Sec. D.6.2.1(c)] ¥(,y= 1.4000 [Sec. D.6.2.7] Yf^y = i (I.SCg., / hg) = 1.2247 [Sec. D.6.2.8] 56 Vbx = 7(le/da dg^^^ f JCg^)1-5 [Eq. D-24] Ig = 8.00 in Vjjx = 68327.18 1b V^^jg^ = 92206.68 Ib [Eq. D-22] Vcbgy = 2*V,Pg,[Sec.D.6.2.1(c)] Vcbgy= 184413.35 1b 4) = 0.70 ^t'^cbgy ~ 129089.35 Ib (for the anchor group) Check anchors at Cy., edge ^cbgy ~ ^cy^^ycoy'^ecy^edy^cy^hM ^by [Eq- D-22] Cg., = 24.00 in (adjusted for edges per D.6.2.4) Ay^y = 2040.00 in2 A,,„y = 2592.00 in2 [Eq. D-23] 4^g,y = 1.0000 [Eq. D-26] ¥g^ y = 1.0000 [Sec. D.6.2.1 (c)] T^y= 1.4000 [Sec. D.6.2.7] ^'^ y = (1.5C3^ / hg) = 1.2247 [Sec. D.6.2.8] Vby = W da dg^V fe(Cgi)^-^[Eq.D-24] e by = 8.00 in V,3y = 68327.18 Ib V^^gy = 92206.68 Ib [Eq. D-22] .Vcbgx = 2 * V,,gy [Sec. D.6.2.1 (c)] Vcbgx=''S4413.35 Ib (1) = 0.70 ^^cbgx ~ 129089.35 Ib (for the anchor group) Check anchors at ®dge ^cbgx ~ Avcx^Aycox^ec,v'^ed,v'*'c,V^h,V ^bx [Eq- D-22] Cg.| = 24.00 in (adjusted for edges per D.6.2.4) = 2040.00 in2 Avcox = 2592.00 in2 [Eq. D-23] '^ecV= 1 0000[Eq.D-26] 57 W^^ y = 1.0000 [Eq. D-27 or D-28] [Sec. D.6.2.1(c)] 4^^^= 1.4000 [Sec. D.6.2.7] "V^ y = V (l -SCg., / hg) = 1.2247 [Sec. D.6.2.8] Vbx = "^('e/ da )°-^ -V' dg^ V f c(Ca1 )^ [Eq- D-24] Ig = 8.00 in Vj3^ = 68327.18 1b V^jjg^ = 92206.68 Ib [Eq. D-22] Vcbgy = 2*V,,g,[Sec.D.6.2.1(c)] Vcbgy= 164413.351b (t) = 0.70 ^^cbgy " 129089.35 Ib (for the anchor group) Check anchors at Cy2 edge ^cbgy ~ \cy^\coy^ec,y'^e(i.y'^c,y^h,y ^by [Eq- D-22] Cg., = 24.00 in (adjusted for edges per D.6.2.4) Aypy = 2040.00 in2 A^^^y = 2592.00 in2 [Eq. D-23] 4^ec,v = 1.0000 [Eq. D-26] *^ed V 1 -OOOO [Sec. D.6.2.1 (c)] y = 1.4000 [Sec. D.6.2.7] = V (1 -SCg., / hg) = 1.2247 [Sec. D.6.2.8] Vby = dg f•^^| d^X^ fc(Cal)^-^ [Eq- D-24] Ig = 8.00 in Vjjy = 68327.18 1b V^jjgy = 92206.68 Ib [Eq. D-22] Vcbgx = 2 * V,,gy [Sec. D.6.2.1(c)] Vcbgx= 184413.35 Ib (|) = 0.70 ^^cbgx ^ 129089.35 Ib (for the anchor group) 10) Concrete Pryout Strength of Anchor Group in Shear [Sec. D.6.3] Vcpg = k,pN,,g [Eq. D-30] kj.p = 2 [Sec. D.6.3.1] 58 e'y^ = 0.00 in (Applied shear load eccentricity relative to anchor group e.g.) e'yy = 0.00 in (Applied shear load eccentricity relative to anchor group e.g.) '^'ecNx ~ 1-0000 [Eq. D-9] (Calulated using applied shear load eccentricity) ^ecNy " 1 0000 [Eq. D-9] (Calulated using applied shear load eccentricity) ^ec N' ~ 1 OOOO (Combination of x-axis & y-axis eccentricity factors) •^cbg ^ ^\J^Hc^^'^ec,H'''^ec,U^^cbg N^jjg = 128812.57 Ib (from Section (5) of calculations) A,^^ = 2610.00 in2 (from Section (5) of calculations) ^Nca ~ 3364.00 in2 (considering all anchors) "^ec N " 1 OOOO (from Section(5) of calculations) ^cbg " 166025.09 Ib (considering all anchors) V^pg = 332050.18 1b ([) = 0.70 [D.4.4] (|)V^,pg = 232435.12 Ib (for the anchor group) 11) Check Demand/Capacity Ratios [Sec. D.7] Tension - Steel: 0.6247 - Breakout: 0.6928 - Pullout: 0.8847 - Sideface Blowout: N/A Shear - Steel: 0.0481 - Breakout (case 1): 0.0310 - Breakout (case 2): 0.0620 - Breakout (case 3): 0.0155 - Pryout: 0.0172 V.Max(0.06) <= 0.2 and T.Max(0.88) <= 1.0 [Sec D.7.1] Interaction check: PASS Use 1" diameter A193 GR. B6 (410SS) Heavy Hex Bolt anchor(s) with 16 in. embedment 59 DAT£ ENGI PROJECT NGINE F RS SHEET JOB NO. A]--^ lofts 2-f2^s>y 5&LF UJT €rf CaMG. =• D/1-2. 1.2.. iAJz^Q '^^^O V 7SJ D^^O 7S. I % ' y%& z. # (fi? A^c,- ^« 60 Sales, Activity & Fitness Buildings MarBrisa Resort. Carlsbad. CA Project No. 1916-AOS Log No. 11-1409 compaction (based on ASTM Test Method D1557). Recommended pressures are tabulated below. Equivalent Fluid Weight (pcf) Condition Level .ailJSVISiQEe Active 33 60 At-Rest 55 80 Passive 350 (Maximum of 3 ksf) 150 (Sloping Down) Soil resistance developed against lateral structural movement can be obtained from the passive pressure value provided above. Further, for sliding resistance, a fricdon coefficient of 0.33 may be used at the concrete and soil interface. The passive pressure and the friction of resistance could be combined v/ithout reduction. In addition, the lateral passive resistance is taken into account only if it is ensured that the soil against embedded structures will remain intact with time. Drainage of backfill behind walls may be provided by a vertical layer of Miradrain 6200 with Mirafi 140 Geofabric, or equivalent, placed at the back of the wali; or by a minimum 12-inch width of 3/4 inch open-graded crushed gravel enveloped in Mirafi 140 Geofabric. Subdrains should consist of 4-inch diameter Schedule 40, PVC pipe or equivalent, embedded in approximately 1 ft71ineai- foot of 3/4-inch down open-graded gravel, enveloped in Mirafi 140 Geofabric Filter or equivalent, with the pipe being 3± inches above the trench bottom; a gradient of at least 1% being provided to the pipe and trench bottom; discharging into suitably protected outlets, Altematively low-retaining walls (less than 5 feet retained) may use weep holes. Preliminary Pavement The preliminary pavement sections presented below are based on the R-value of the upper on-site soil (R-vaiue of 25), assumed Traffic Index, and minimum pavement section based on the City of Caiisbad Supplemental Standard GS-17. Final pavement designs should be evaluated based on R- value tests of the actual subgrade material after completion of grading. Where the pavement is subject to repeated tuming stress (i.e. Trash Enclosures Aprons) the pavement should be Portland cement concrete. 61 Sales, Activity & Fitness Buildings Project No, 1916-A08 MarBrisa Resort. Carlsbad. CA . Log No. 11-1409 Embedment Below Lowest Adiacent Grade Allowable Soil Bearing Values 2 feet 5.000 psf 3 feet 6,500 psf 4 feet 8,000 psf (maximum) The above allowable bearing values may be increased by one-third where wind or seismic loads me. considered in combination with dead and/or live loads. Minimum horizontal setback distance from the face of slopes for ail building footings should be H/2, where H is the slope height, with a maximum of 15 feet along 2:1 slopes. This di.stance is measured from the outside edge of the footing, horizontally to the face of slope. Lateral Resistance Lateral forces may be resisted by friction on the base of foundations, and passive earth pressure on the sides of the portions of foundations or shear keys bearing against competent native formation or compacted engineered fill. The allowable base friction may be calculated using a coefficient of 0.33. The allowable passive pressure may be calculated as equivalent to that of a fluid weighing 350 pounds per cubic foot (pcf) for foundations bearing against compacted engineered fill. Settlement For design consideration, a maximum settlement of at least 1 -inch with a differential settlement of 1/2-inch in a span of 40 feet .should be incorporated. Interior Slab-On-Grade Interior slab-on-grade should be designed for the actual applied loading conditions expected. The structural engineer should size and reinforce slabs to support the expected loads utilizing accepted methods of pavement design, such as those provided by the Portland Cement Association or the American Concrete Institute. A modulus of subgrade reaction of 200 pounds per cubic inch (pci) could be utilized in design. Based on geotechnical consideration, interior slab should be a minimum of 5 inches. Appropriate slab reinforcement should be designed by the project structural engineer based upon low expansion potential. 12 62 DATE. ENGR. PROJECT ENGINEERS SHEET JOB NO. o '7'...<'i > s V ' •K ":^~ II., t lOO fi TP-IK* fj0O I? if 14- Tlill^ OATE. ENGINEERS ENGR. f r... SHEET JOB NO. PROJECT %k4 f.9 VIC ""T 7^ M« ! L Alt M*l<;7 44M £W7 t./ ^"^94 /.MS 5f M Li- f ^s€f?© ot BWE Member Labels SK-6 CC Member Labels Jan 30, 2013 at 10:07 AM Member Labels Sales 3rcl Floor Framlng.rSd 65 -.35Kj'ft ,35k;'ft -.6k./ft -.19k,'ft -4.9k Loads: BLC 1, Floor Dead Results for LC 1, 1.20 -H .6L 0.5Lr BWE CC Floor Dead Loads 66 SK-1 Jan 30, 2013 at 11:33 AM Sales 3rd Floor Framing.r3d z x Loads: BLC 2, Floor Live Results for LC 1, 1.20 •^ 1.6L + 0.5Lr BWE Floor Live Loads SK-2 CC Floor Live Loads Jan 30, 2013 at 11:33 AM Floor Live Loads Sales 3rd Floor Framlng.rSd 67 -.594k.m 50*36 Loads: BLC 3, Roof Dead Results for LC1, 1.2D -H .6L + 0.5Lr BWE CC Roof Dead Loads 68 SK-3 Jan 30, 2013 at 11:34 AM Sales 3rd Floor Framing.rSd -1.5k -.228k/ft -1.5k Loads: BLC 4, Roof Live Results for LC 1, 1.2D -H .6L •^ 0.5Lr BWE Roof Live Loads SK-4 CC Roof Live Loads Jan 30, 2013 at 11:35 AM Roof Live Loads Sales 3rd Floor Framing.r3d 69 Company Designer Job Number BWE CC Jan 30,2013 11:30 AM Checked By:_ Basic Load Cases BLC Description Cateaorv X Gra... Y Gra... Z Grav.. . Joint Point Distrib.. Area(... Surfac. 1 Floor Dead DL -1 8 34 2 Floor Live LL 8 34 3 Roof Dead DL 2 4 Roof Live RLL 6 2 i Joint Boundarv Conditions Joint Label X fk/inl Y fk/inl Z fk/inl X Rot.fk-ft/radl Y Rot.lk-ft/radl Z Rot.fk-ft/radl Footina 1 N9 i 2 N10 3 N11 Reaction Reaction Reaction 4 N12 5 N13 6 N14 7 HQ Reaction Reaction 8 N7 Reaction Reaction Reaction 9 Nl 10 N2 11 N4 12 N5 13 N29 Reaction Reaction Reaction 14 N41 Reaction Reaction Reaction 15 N40 Reaction Reaction Reaction ! 16 N38 Reaction Reaction Reaction 17 N36 Reaction Reaction Reaction 18 N35 Reaction Reaction Reaction 19 N37 Reaction Reaction Reaction ; 20 N39 Reaction Reaction Reaction 21 N42 Reaction Reaction Reaction 22 N30 Reaction Reaction Reaction 23 N44 Reaction Reaction Reaction 24 N43 Reaction Reaction Reaction 25 N48 Reaction Reaction Reaction 26 N47 Reaction Reaction Reaction 27 N33 Reaction Reaction Reaction 28 N32 Reaction Reaction Reaction 29 N56 Reaction Reaction Reaction 30 N55 Reaction Reaction Reaction 31 N57 Reaction Reaction Reaction 32 N59 Reaction Reaction Reaction 33 N62 Reaction Reaction Reaction 34 N61 Reaction Reaction Reaction 35 N64 Reaction Reaction 36 N51 Reaction Reaction 37 N52 Reaction Reaction 38 N58 Reaction Reaction 39 N63 Reaction Reaction 40 N53 Reaction Reaction 41 N54 Reaction Reaction 42 N60 Reaction Reaction 43 N69 Reaction Reaction 44 N66 Reaction Reaction 45 N68 Reaction Reaction 46 N70 Reaction Reaction 47 N65 Reaction Reaction 48 N71 Reaction Reaction RISA-3D Version 10.0.1 [M:\...\...\...\CALCS\RISA\Sates 3rd Floor Framing.rSd] Page 1 Company Designer Job Number BWE CC Jan 30,2013 11:30 AM Checked By:_ Joint Boundarv Conditions (Continued) 49 N67 Reaction Reaction 50 N72 Reaction Reaction 51 N28 Reaction Reaction Reaction 52 N25 Reaction Reaction 53 N45 Reaction Reaction 54 N46 Reaction Reaction i 55 N50 Reaction Reaction 56 N49 Reaction Reaction 57 N27 Reaction Reaction 58 N26 Reaction Reaction Reaction 59 N3 60 N15 Reaction Reaction 61 N24 Reaction Reaction 62 N23 Reaction Reaction Reaction 63 N16 Reaction Reaction Reaction j Global Display Sections for Member Calcs 3 Max Intemal Sections for Member Calcs 99 Include Shear Deformation? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Increase Nailing Capacity for Wind? Yes Area Load Mesh (in'^2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automaticly iterate Stiffness for Walls? Yes Maximum Iteration Number for Wall Stiffnes S3 Gravity Acceleration (ft/sec'^2) 32.2 Wall Mesh Size (in) 12 Eigensolution Convergence Toi. (1.E-) 4 Vertical Axis Y Global Member Orientation Plane XZ Static Solver Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 13th(360-05): LRFD Adjust Stiffness? Yes( Iterative) RISAConnection Code AISC 13th(360-05): ASD Cold Formed Steel Code AISI NAS-01: ASD Wood Code AF&PA NDS-05/08: ASD Wood Temperature < 100F Concrete Code ACI 318-05 Masonry Code ACI 530-05: ASD Aluminum Code AA ADM 1-05: ASD - Buildinq RISA-3D Version 10.0.1 [M:\...\...\...\CALCS\RISA\Sa_ies 3rd Floor Framing.rSd] Page 2 Company Designer Job Number BWE CC Jan 30,2013 11:30 AM Checked By:_ Global. Continued Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method Exact Integration Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR SET ASTMA615 Min % Steel for Column 1 Max % Steel for Column 8 Seismic Code ASCE 7-05 Seismic Base Elevation (ft) Not Entered Add Base Weight? Yes Ctz .035 Ctx .035 T Z (sec) Not Entered T X(sec) Not Entered RZ 8.5 RX 8.5 Ct Exp. Z .75 Ct Exp. X .75 SD1 1 SDS 1 SI 1 TL (sec) Not Entered Occupancy Cat lor II Seismic Detailing Code ASCE 7-05 OmZ 1 OmX 1 RhoZ 1 RhoX 1 Member AISC 13th(360-05): LRFD Steel Code Checks LC Member Shape UC Max Loc[ft] Shear UC Locfft] Dir phi*Pnc[k] phi*Pnt[k] phi*Mnyy. phi*Mnzz.. Cb Eqn 1 B1 W21x93 • 703 20.5 .151 972.75 1228.5 130.125 828.75 1 H1-1b B2 W21x73 .516 20.5 • 112 749.515 967.5 99.75 645 Hl-lb B3 W21x93 .703 20.5 .151 972.75 1228.5 130.125 828.75 H1-1b B4 W21x73 .604 20.5 • 132 749.515 967^5 99.75 645 Hl-lb MS W21x55 •678 8.918 • 176 617^837 729 69 472^5 H1-1b M6 W21x44 •430 7^041 • 134 479.442 585 38.215 357.75 H1-1b M7 W12x22 •084 .048 266.302 291.6 13.725 109.875 H1-1b M8 W12x22 .083 .048 266.302 291.6 13.725 109.875 Hl-lb M9 W21x44 .430 7.959 • 134 15 479.442 585 38.215 357.75 Hl-lb 10 M10 W21x55 .678 10.082 .176 19 617.837 729 69 472.5 Hl-lb 11 M21 W12x30 .577 8.918 .211 334.06 395.55 35.85 161.625 H1-1b 12 M22 W12x30 .569 8.918 •209 334.06 395.55 35.85 161.625 Hl-lb 13 M23 W12x22 •251 7.653 .093 251.893 291.6 13.725 109.875 H1-1b 14 M24 W12x22 .239 7.5 .091 15 251.893 291.6 13.725 109.875 H1-1b 15 M25 W12x22 .085 •048 266^302 291.6 13.725 109.875 Hl-lb 16 M26 W12x22 .085 .048 266.302 291.6 13.725 109.875 Hl-lb 17 M27 HSS4x4x4 .215 11 .006 84.082 139.518 16.181 16.181 Hl-lb 18 M28 HSS4x4x4 .214 11 •006 84.082 139.518 16.181 16.181 1 Hl-lb 19 M35 HSS4x4x4 .217 11 .006 84.082 139.518 16.181 16.181 1.673 H1-1b 20 M36 HSS4x4x4 .216 11 .006 84.082 139.518 16.181 16.181 1.673 Hl-lb I RISA-3D Version 10.0.1 [M:\...\...\...\CALCS\RISA\Sates 3rd Flobr Framing.r3d] Page 3 Company Designer Job Number BWE CC Jan 30, 2013 11:30 AM Checked By:_ Member AISC 13th(360-05): LRFD Steel Code Checks (Continued) LC Member Shape UCMax Locfft] Shear UC Locfft] Dir phl*Pncfk1 phi*Pnt[k] phi*Mnw. phl*Mnzz. Cb Eqn 21 1 M45 W12x50 • 163 15.724 • 174 8.214 533.633 657 79.875 269.625 1 H1-1b 22 M46 W12x50 .166 7.98 .175 8.214 533.633 657 79.875 238.61 1.375 HI -lb 23 M47 W12x30 .445 3.98 .211 364.301 395.55 35.85 161.625 1 H' -1b 24 M48 W12x50 .268 3.98 .150 631.671 657 79.875 269.625 HI -1b 25 M51 W12x22 •295 8 • 110 114^246 291.6 13.725 109.875 2.87 HI -lb 26 M52 W12x22 • 143 4^082 •070 114.246 291.6 13.725 85.889 1.148 HI -1b 27 M53 W12x50 .198 7.041 .167 355.435 657 79.875 254.907 1.151 HI -1b 28 M54 W12x50 .284 5.816 .152 355.435 657 79.875 250.932 1.133 HI -lb 29 M55 W12x30 .467 3.98 .226 250.729 395.55 35.85 161.625 1.317 HI -lb 30 M56 W12x30 .467 3.98 .226 250.729 395.55 35.85 161.625 1.317 HI -lb 31 M39 HSS5x5x4 .038 11 .001 29.918 178.02 26.255 26.255 1.673 HI -lb 32 M40 HSS5x5x4 .011 .000 29.918 178.02 26.255 26.255 1 HI -lb 33 M41 HSS5x5x4 .601 11 .004 29.918 178.02 26.255 26.255 1.673 HI -1a 34 M42 HSS5x5x4 .329 11 .003 29.918 178.02 26.255 26.255 1.673 H' -la 35 M43 HSS5x5x4 .610 11 .005 29.918 178.02 26:255 26.255 1.673 HI -la 36 M44 HSS5x5x4 .251 •OOP 29.918 178.02 26.255 26.255 1 HI -la 37 M45A HSS5x5x4 .254 .000 29.918 178.02 26.255 26.255 Hi -la 38 M46A HSS5x5x4 .062 .000 29.918 178.02 26.255 26.255 HI -lb 39 M47A HSS5x5x4 .507 •OOP 29.918 178.P2 26.255 26.255 H1 -la 40 M48A HSS5x5x4 .319 •000 29^918 178.02 26.255 26.255 1 H1 -la 41 M49A HSS5x5x4 .790 11 .006 29.918 178.02 26.255 26.255 1.673 H1 -la 42 M50A HSS5x5x4 .604 .006 29.918 178.02 26.255 26.255 1.66 H1 -la 43 M51A HSS5x5x4 •512 •000 29.918 178.02 26.255 26.255 1 H1 -la 44 M52A HSS5x5x4 .478 11 .000 29.918 178.02 26.255 26.255 1.673 H1 -la 45 M53A HSS5x5x4 .453 11 •007 29.918 178.02 26.255 26.255 1.673 HI -la 46 M54A HSS5x5x4 .221 .000 29.918 178.02 26.255 26.255 1 H1 -la 47 M57 HSS5x5x4 .504 .000 29.918 178.02 26.255 26.255 H1 -la 48 M58 HSS5x5x4 .320 •000 29.918 178.02 26.255 26.255 H1 -la 49 M59 HSS5x5x4 .538 .000 29.918 178.02 26.255 26.255 H1 -la 50 M60 HSS5x5x4 .250 .000 29.918 178.02 26.255 26.255 H1 -la 51 M61 HSS5x5x4 .255 .000 29.918 178.02 26.255 26.255 H1 -la 52 M62 HSS5x5x4 •063 .000 29.918 178^02 26.255 26.255 1 HI -lb 53 M63 HSS5x5x4 •497 11 •001 29^918 178.02 26.255 26.255 1.673 H1 -1a 54 M64 HSS5x5x4 •331 11 •003 29.918 178.02 26.255 26.255 1.673 H1 -la 55 M65 HSS5x5x4 .781 11 .005 29.918 178.02 26.255 26.255 1.673 H1 -la 56 M66 HSS5x5x4 .599 .005 29.918 178.02 26.255 26.255 1.66 H1 -la 57 M67 HSS5x5x4 .441 11 .006 29.918 178.02 26.255 26.255 1.673 H1 -la 58 M68 HSS5x5x4 .337 .006 29.918 178.02 26.255 26.255 1.66 H1 -1a 59 M69 HSS5x5x4 .512 .000 29.918 178.02 26.255 26.255 1.673 HI -1a 60 M70 HSS5x5x4 .474 .000 29.918 178.02 26.255 26.255 1.66 H1 -1a 61 M71 HSS5x5x4 .089 11 .003 29.918 178.02 26.255 26.255 1.673 H1 -1b 62 M72 HSS5x5x4 .010 .000 29.918 178.02 26.255 26.255 1 HI -1b 63 M71A HSS5x5x4 .757 .000 51.862 178.02 26.255 26.255 1.673 HI -1a 64 M72A HSS5x5x4 .757 .000 51.862 178.02 26.255 26.255 1.673 HI -1a 65 M73 W12x22 .002 .001 14.246 291.6 13.725 85.005 1.136 HI -1b 66 M74 W12x22 .002 3.347 .001 14.246 291.6 13.725 94.27 1.26 H--1b 67 Bl W21x93 .326 20.5 •070 972^75 1228.5 130.125 828.75 H--1b 68 B2 W21x73 .159 20.5 •035 749.515 967.5 99.75 645 H' -lb 69 B3 W21x93 .326 20.5 .070 972.75 1228.5 130.125 828.75 HI -1b 70 B4 W21x73 .232 20.5 .051 749.515 967.5 99.75 645 HI -lb 71 M5 W21x55 .285 8.918 .069 617.837 729 69 472.5 H1 •lb 72 M6 W21x44 .123 7.041 •036 479.442 585 38.215 357.75 HI •1b 73 M7 W12x22 .015 .009 266.302 291.6 13.725 109.875 HI -lb 74 M8 W12X22 .016 3.837 .009 266.302 291.6 13.725 109.875 HI -lb 75 M9 W21x44 .122 7.959 .036 15 479.442 585 38.215 357.75 H1 -lb 76 MIO W21x55 •285 10.082 •069 19 617.837 729 69 472.5 H--lb 77 M21 W12x30 • 137 8.918 .044 334.06 395.55 35^85 161 •625 Hl-lb RISA-3D Version 10.0.1 [M:\...\...\...\CALCS\RISA\Sates 3rd Floor Framing.r3d] Page 4 Company Designer Job Number BWE CC Jan 30,2013 11:30 AM Checked By:_ Member AISC 13th(360-05): LRFD Steel Code Checks (Continued) LC Member Shape UCMax Loc{ft1 Shear UC Locfft] Dir phi*Pnc[kl phi'Pnt[k] phi'Mnw. ohi*Mnzz... Cb Eqn 78 M22 W12x30 .134 8.918 .043 334.06 395.55 35.85 161.625 1 H1-1b 79 M23 W12x22 .048 7.653 .018 251.893 291.6 13.725 109.875 Hl-lb 80 M24 W12x22 •046 7^347 .018 15 251.893 291.6 13.725 109.875 H1-1b 81 M25 W12x22 .016 .009 266.302 291.6 13.725 109.875 H1-1b 82 M26 W12x22 •016 .009 266.302 291.6 13.725 109.875 Hl-lb 83 M27 HSS4x4x4 •098 11 .003 84.082 139.518 16.181 16.181 H1-1b 84 M28 HSS4x4x4 .098 11 .003 84.082 139.518 16.181 16.181 H1-1b M35 HSS4x4x4 .099 11 .003 84.082 139.518 16.181 16.181 1.673 Hl-lb 86 M36 HSS4x4x4 •098 11 .003 0 84.082 139.518 16.181 16.181 1.673 Hl-lb 87 M45 W12x50 .037 15.959 .038 8.214 533.633 657 79.875 269.625 Hl-lb 88 M46 W12x50 .036 15.959 •038 8^214 533.633 657 79.875 269.625 Hl-lb 89 M47 W12x30 .089 3.98 .042 0 364.301 395.55 35.85 161.625 H1-1b 90 2 M48 W12x50 .054 3.98 .031 631.671 657 79.875 269.625 1 H1-1b 91 M51 W12x22 •065 8 •025 114.246 291.6 13.725 109.875 2.892 Hl-lb 92 M52 W12x22 .032 4.082 .016 114.246 291.6 13.725 85.888 1.148 H1-1b 93 M53 W12x50 .044 7.347 .037 355.435 657 79.875 255.773 1.155 H1-1b 94 M54 W12x50 •063 6^122 •033 355.435 657 79.875 249.909 1.129 H1-1b 95 M55 W12x30 .101 3.98 .050 250.729 395.55 35.85 161.625 1.296 H1-1b 96 M56 W12x30 .101 3.98 •050 250.729 395.55 35.85 161.625 1.296 H1-1b 97 M39 HSS5x5x4 .009 11 .000 29.918 178.02 26.255 26.255 1.673 H1-1b, 98 M40 HSS5x5x4 .003 .000 29.918 178.02 26.255 26.255 H1-1b 99 M41 HSS5x5x4 .077 11 •001 29^918 178.02 26.255 26.255 1.673 Hl-lb 100 M42 HSS5x5x4 .045 11 .001 29.918 178.02 26.255 26.255 1.673 H1-1b 101 M43 HSS5x5x4 .080 11 .001 29.918 178.02 26.255 26.255 1.673 Hl-lb 102 M44 HSS5x5x4 .027 .000 29.918 178.02 26.255 26.255 Hl-lb 103 M45A HSS5x5x4 .028 .000 29.918 178.02 26.255 26.255 HVlbj 104 M46A HSS5x5x4 .012 .000 29.918 178.02 26.255 26.255 H1-1b 105 M47A HSS5x5x4 •087 .000 29.918 178.02 26.255 26.255 Hl-lb 106 M48A HSS5x5x4 .063 .000 29.918 178.02 26.255 26.255 H1-1b 107 M49A HSS5x5x4 .228 11 .001 29.918 178.02 26.255 26.255 1.673 H1-1a 108 M50A HSS5x5x4 .107 .001 29.918 178.02 26.255 26.255 1.66 H1-1b 109 M51A HSS5x5x4 .219 .000 29.918 178.02 26^255 26^255 Hl-la 110 M52A HSS5x5x4 .217 11 .000 29.918 178.02 26.255 26.255 1.673 H1-1a 111 M53A HSS5x5x4 .068 11 •001 29.918 178.02 26.255 26.255 1.673 H1-1b 112 M54A HSS5x5x4 .029 .000 29.918 178.02 26.255 26.255 Hl-lb 113 M57 HSS5x5x4 .086 .000 29.918 178.02 26.255 26.255 H1-1b 114 M58 HSS5x5x4 .063 .000 29.918 178.02 26.255 26.255 H1-1b 115 M59 HSS5x5x4 .060 .000 29.918 178.02 26.255 26.255 H1-1b 116 M60 HSS5x5x4 .027 .000 29.918 178.02 26.255 26.255 H1-1b 117 M61 HSS5x5x4 .028 .000 29.918 178.02 26.255 26.255 Hl-lb 118 M62 HSS5x5x4 .013 •000 29.918 178^02 26.255 26.255 1 Hl-lb 119 M63 HSS5x5x4 .058 11 .000 29.918 178.02 26.255 26.255 1.6731 Hl-lb 120 M64 HSS5x5x4 .045 11 .001 29.918 178.02 26.255 26.255 1.673 H1-1b 121 M65 HSS5x5x4 .226 11 .001 29.918 178.02 26.255 26.255 1.673 H1-1a 122 M66 HSS5x5x4 .105 .001 29.918 178.02 26.255 26.255 1.66 Hl-lb 123 M67 HSS5x5x4 .065 11 .001 29.918 178.02 26.255 26.255 1.673 Hl-lb 124 M68 HSS5x5x4 .055 .001 29.918 178.02 26.255 26.255 1.66 H1-1b 125 M69 HSS5x5x4 .219 •OOP 29.918 178.02 26.255 26.255 1.673 Hl-la 126 M70 HSS5x5x4 .211 .000 29.918 178.02 26.255 26.255 1.66 H1-1a 127 M71 HSS5x5x4 .020 11 .001 29.918 178.02 26^255 mass L673 H1-1b 128 M72 HSS5x5x4 •P02 .000 29.918 178.02 26.255 26.255 Hl-lb 129 M71A HSS5x5x4 .290 .000 51.862 178.02 26.255 26.255 1.673 H1-1a 130 M72A HSS5x5x4 .290 .000 51.862 178.02 26.255 26.255 1.673 Hl-la 131 M73 W12x22 .002 .001 14.246 291.6 13.725 85.005 1.136 Hl-lb 132 M74 W12x22 .002 3.755 .001 14.246 291.6 13.725 87.259 1.167 H1-1b 133 Bl W21x93 • 176 20^5 •038 972^75 1228^5 130.125 828.75 1 Hl-lb 134 B2 W21x73 •203 20.5 .044 749.515 967.5 99.75 645 Hl-lb RiSA-3D Version 10.0.1 [M:\...\...\.. .\CALCS\RISA\Sates 3rd Floor Framing.r3d] Page 5 Company Designer Job Number BWE CC Jan 30, 2013 11:30 AM Checked By:_ Member AISC 13th(360-05): LRFD Steel Code Checks (Continued) LC Member Shape UCMax Locfft] Shear UC Locfft] Dir phi'Pncfk] phi*Pnt[k] phi*Mnvv..phl*Mnzz.. Cb Eqn 135 B3 W21x93 .176 20.5 .038 972.75 1228.5 130.1251 828.75 1 Hl-lb 136 B4 W21x73 .203 20.5 .044 749.515 967.5 99.75 645 Hl-lb 137 MS W21x55 .195 8.918 •055 617.837 729 69 472.5 Hl-lb 138 M6 W21x44 .177 7.041 •056 479.442 585 38.215 357.75 H1-1b 139 M7 W12x22 .041 •023 266.302 291.6 13.725 109.875 Hl-lb 140 M8 W12x22 •040 4.082 .024 266.302 291.6 13.725 109.875 Hl-lb 141 M9 W21x44 .177 7.959 .056 15 479.442 585 38.215 357.75 H1-1b 142 MIO W21x55 .195 10.082 •055 19 617.837 729 69 472.5 H1-1b 143 M21 W12x30 •258 8.724 •099 334.06 395.55 35.85 161.625 Hl-lb 144 M22 W12x30 .255 8.724 .098 334.06 395.55 35.85 161.625 Hl-lb 145 M23 W12x22 .121 7.653 .045 251.893 291.6 13.725 109.875 H1-1b 146 M24 W12x22 .115 7.5 .044 15 251.893 291.6 13.725 109.875 Hl-lb 147 M2S W12x22 .041 •023 266.302 291.6 13.725 109.875 Hl-lb 148 M26 W12x22 .041 •023 266.302 291.6 13.725 109.875 H1-1b 149 M27 HSS4x4x4 .061 11 .002 84.082 139.518 16.181 16.181 H1-1b 150 M28 HSS4x4x4 .060 11 •002 84.082 139.518 16.181 16.181 1 H1-1b 151 M35 HSS4x4x4 .062 11 .002 84.082 139.518 16.181 16.181 1.673 Hl-lb 152 M36 HSS4x4x4 .061 11 .002 0 84.082 139.518 16.181 16.181 1.673 Hl-lb 153 M45 W12x50 .074 15.724 .080 8.214 533.633 657 79.875 269.625 1 Hl-lb 154 M46 W12x50 .076 7.98 •080 8^214 533.633 657 79.875 236.588 1.363 Hl-lb 155 M47 W12x30 .212 3.98 • 100 364.301 395.55 35.85 161.625 1 H1-1b 156 M48 W12x50 .127 3.98 •071 631.671 657 79.875 269.625 1 Hl-lb 157 MSI W12x22 .135 8 .050 114.246 291.6 13.725 109.875 2.864 Hl-lb 158 M52 W12x22 .065 4.082 .032 114.246 291.6 13.725 85.89 1.148 H1-1b 159 M53 W12x50 .091 6.888 .077 355.435 657 79.875 254.66 1.15 Hl-lb 160 M54 W12x50 .130 5.663 •070 355.435 657 79.875 251.442 1.136 Hl-lb 161 M55 W12x30 •216 3.98 • 103 250.729 395.55 35.85 161.625 1.325 H1-1b 162 M56 W12x30 .216 3.98 •103 250.729 395.55 35.85 161.625 1.325 H1-1b 163 M39 HSS5x5x4 .016 11 .000 29.918 178.02 26.255 26.255 1.673 H1-1b 164 M40 HSS5x5x4 .003 .000 29.918 178.02 26.255 26.255 1 H1-1b 165 M41 HSS5x5x4 .275 11 .002 29.918 178.02 26.255 26.255 1.673 H1-1a 166 M42 HSS5x5x4 .092 11 .001 29.918 178.02 26.255 26.255 1.673 H1-1b 167 M43 HSS5x5x4 .280 11 .002 29.918 178.02 26.255 26.255 1.673 H1-1a 168 M44 HSS5x5x4 .058 .000 29.918 178.02 26.255 26.255 1 H1-1b 169 M45A HSS5xSx4 .057 .000 29.918 178.02 26.255 26.255 H1-1b 170 M46A HSS5xSx4 .028 .000 29.918 178.02 26.255 26.255 H1-1b 171 M47A HSS5x5x4 .090 .000 29.918 178.02 26.255 26.255 Hl-lb 172 M48A HSS5x5x4 .049 .000 29.918 178.02 26.255 26.255 1 Hl-lb 173 M49A HSS5x5x4 .317 11 •003 29.918 178.02 26.255 26.255 1.673 H1-1a 174 M50A HSS5xSx4 .148 .003 29.918 178.02 26.255 26.255 1.66 H1-1b 175 MSI A HSS5x5x4 .072 .000 29.918 178.02 26.255 26.255 1 Hl-lb 176 M52A HSS5x5x4 .074 11 .001 29.918 178.02 26.255 26.255 1.673 Hl-lb 177 M53A HSS5x5x4 .141 11 .003 29.918 178.02 26.255 26.255 1.673 H1-1b 178 M54A HSS5x5x4 .048 .000 29.918 178.02 26.255 26.255 1 Hl-lb 179 M57 HSS5x5x4 .090 .000 29.918 178.02 26.255 26.255 Hl-lb 180 M58 HSS5x5x4 .049 .000 29.918 178.02 26.255 26.255 Hl-lb 181 M59 HSS5x5x4 .246 .000 29.918 178.02 26.255 26.255 H1-1a 182 M60 HSS5x5x4 .058 .000 29.918 178.02 26.255 26.255 H1-1b 183 M61 HSS5x5x4 .057 .000 29.918 178.02 26.255 26.255 H1-1b 184 M62 HSS5xSx4 .028 .000 29.918 178.02 26.255 26.255 1 H1-1b 185 M63 HSS5x5x4 .227 11 .000 29.918 178.02 26.255 26.255 1.673 Hl-la 186 M64 HSS5x5x4 •092 11 .001 29.918 178.02 26.255 26.255 1.673 Hl-lb 187 M65 HSSSxSx4 .313 11 .003 29.918 178.02 26.255 26.255 1.673 Hl-la 188 M66 HSSSxSx4 .145 .003 29.918 178.02 26.255 26.255 1.66 Hl-lb 189 M67 HSSSxSx4 .134 11 .003 29.918 178.02 26.255 26.255 1.673 Hl-lb 190 M68 HSS5x5x4 .109 •003 29.918 178.02 26.255 26.255 1.66 Hl-lb 191 M69 HSSSxSx4 .072 11 .000 29.918 178.02 26.255 26.255 1.673 Hl-lb RISA-3D Version 10.0.1 [M:\...\...\...\CALCS\RISA\Sates 3rd Floor Framing.r3d] Page 6 Company Designer Job Number BWE CC Jan 30, 2013 11:30 AM Checked By:_ Member AISC 13th(360-05): LRFD Steel Code Checks (Continued) LC Member Shape UCMax Locfft] Shear UC Locfft] Dir phrPncfk] phi*Pntfk] phi*Mnw. phi'Mnzz.. Cb Eqn 192 M70 HSS5xSx4 .064 .000 V 1129.918 178.02 26.255 26.255 1.66 H1-1b 193 M71 HSS5x5x4 .039 11 .001 129.918 178.02 26.255 26.255 1.673 H1-1b 194 M72 HSS5x5x4 .003 .000 129.918 178.02 26.255 26.255 1 H1-1b 195 M71A HSS5x5x4 .248 22 .000 51.862 178.02 26.255 26.255 1.673 Hl-la 196 M72A HSSSx5x4 .247 22 .000 51.862 178.02 26.255 26.255 1.673 H1-1a 197 M73 W12x22 .000 •000 114.246 2916 13.725 74.8 1 H1-1b 198 M74 W12x22 •001 •OOP 114.246 291.6 13.725 1P9.875 1.673 H1-1b 199 Bl W21x93 .503 20.5 • 108 972J5 1228.5 130.125 828.75 1 Hl-lb 200 B2 W21x73 •363 20^5 •079 749.515 967.5 99.75 645 H1-1b 201 83 W21x93 •503 20.5 • 108 972^75 1228.5 130.125 828.75 H1-1b 202 B4 W21x73 •436 20^5 •095 749.515 967.5 99.75 645 Hl-lb 203 M5 W21x55 .480 8.918 • 124 617.837 729 69 472.5 Hl-lb 204 M6 W21x44 .299 7.041 .093 479.442 585 38.215 357.75 H1-1b 205 M7 W12x22 •056 •032 266.302 291.6 13.725 109.875 Hl-lb 206 M8 W12x22 •056 •032 266.302 291.6 13.725 109.875 Hl-lb 207 M9 W21x44 .299 7.959 •093 15 479.442 585 38.215 357.75 Hl-lb 208 M10 W21x55 .481 10.082 .124 19 617.837 729 69 472.5 Hl-lb 209 M21 W12x30 .395 8.918 .143 334.06 395.55 35.85 161.625 Hl-lb 210 M22 W12x30 .389 8.918 .142 334.06 395.55 35^85 161.625 Hl-lb 211 M23 W12x22 7.653 •062 251893 2916 13.725 109.875 Hl-lb 212 M24 W12x22 .161 7.5 .062 15 251.893 291.6 13.725 109.875 Hl-lb 213 M25 W12x22 .057 .033 266.302 2916 13.725 109.875 Hl-lb 214 M26 W12x22 .057 .033 266.302 291.6 13.725 109.875 H1-1b 215 M27 HSS4x4x4 .159 11 .005 84.082 139.518 16.181 16.181 Hl-lb 216 M28 HSS4x4x4 .158 11 .005 84.082 139.518 16.181 16.181 H1-1b 217 M35 HSS4x4x4 .161 11 .005 84.082 139.518 16.181 16.181 1.673 Hl-lb 218 M36 HSS4x4x4 .159 11 .005 84.082 139.518 16.181 16.181 1.673 Hl-lb 219 M45 W 12x50 .111 15.724 .118 8.214 533.633 657 79.875 269.625 1 Hl-lb 220 M46 W12x50 .112 7.98 .119 8.214 533.633 657 79.875 239.197 1.378 Hl-lb 221 M47 W12x30 .301 3.98 .142 364.301 395.55 35.85 161.625 1 H1-1b 222 M48 W12x50 .181 3.98 .101 631.671 657 79.875 269.625 1 Hl-lb 223 M51 W12x22 •200 8 .075 114.246 291.6 13.725 109.875 2.873 Hl-lb 224 M52 W12x22 .098 4.082 .048 114.246 291.6 13.725 85.89 1.148 Hl-lb 225 M53 W12x50 • 135 7^041 • 114 355.435 657 79.875 254.949 1.151 H1-1b 226 M54 W12x50 • 193 5.816 • 103 355.435 657 79.875 250.831 1.133 H1-1b 227 M55 W12x30 .317 3.98 .154 250.729 395.55 35.85 161.625 .315 Hl-lb 228 M56 W12x30 .317 3.98 .154 250.729 395.55 35.85 161.625 1.315 Hl-lb 229 M39 HSS5xSx4 .024 11 .001 29.918 178.02 26.255 26.255 1.673 Hl-lb 230 M40 HSS5x5x4 .006 0 .000 29.918 178.02 26.255 26.255 1 Hl-lb 231 M41 HSSSx5x4 •409 11 •003 29.918 178.02 26.255 26.255 1.673 Hl-la 232 M42 HSS5x5x4 .137 11 •002 29.918 178.02 26.255 26.255 1.673 Hl-lb 233 M43 HSS5x5x4 •415 11 •003 29.918 178.02 26.255 26.255 1.673 H1-1a 234 M44 HSSSxSx4 •085 0 •000 29.918 178.02 26.255 26.255 1 Hl-lb 235 M45A HSSSx5x4 .085 .000 29.918 178.02 26.255 26.255 Hl-lb 236 M46A HSS5x5x4 •040 •000 29.918 178.02 26.255 26.255 Hl-lb 237 M47A HSS5x5x4 .355 .000 29.918 178.02 26.255 26.255 Hl-la 238 M48A HSS5x5x4 .225 •OOP 29.918 178.02 26.255 26.255 Hl-la 239 M49A HSS5x5x4 •545 11 .004 29.918 178.02 26.255 26.255 1.673 Hl-la 240 M50A HSS5x5x4 .420 .004 29.918 178.02 26.255 26.255 166 H1-1a 241 M51A HSS5x5x4 .363 .OOP 29.918 178.02 26.255 26.255 1 Hl-la 242 M52A HSS5x5x4 .339 11 •OOP 29.918 178.P2 26.255 26.255 1.673 Hl-la 243 M53A HSS5x5x4 •309 11 •005 29.918 178.02 26.255 26.255 1673 Hl-la 244 M54A HSS5x5x4 .076 •000 29^918 178.02 26.255 26.255 Hl-lb 245 M57 HSS5x5x4 •352 •000 29.918 178.02 26.255 26.255 Hl-la 246 M58 HSS5x5x4 •225 •000 29.918 178.02 26.255 26.255 Hl-la 247 M59 HSS5x5x4 .366 •000 29.918 178.02 26.255 26.255 H1-1a 248 M60 HSS5x5x4 .085 .000 29.918 178.02 26.255 26.255 Hl-lb RISA-3D Version 10.0.1 [M:\...\...\...\CALCS\RISA\Sates 3rd Floor Framing.r3d] Page 7 Company Designer Job Number BWE CC Jan 30,2013 11:30 AM Checked By:_ Member AISC 13th(360-05): LRFD Steel Code Checks (Continued) LC Member Shape UCMax Locfft] Shear UC Locfft] Dir phi'Pncfk] phrPntfk] phi'Mnw. phi*Mnzz... Cb Eqn 249 M61 HSS5x5x4 .085 .000 129.918 178.02 26.255 26.255 1 Hl-lb 250 M62 HSS5x5x4 •041 .000 129.918 178.02 26.255 26.255 1 Hl-lb 251 M63 HSS5x5x4 .338 11 .000 129.918 178.02 26.255 26.255 1.673 Hl-la 252 M64 HSS5x5x4 .137 11 .002 129.918 178.02 26.255 26.255 1.673 Hl-lb 253 M65 HSS5x5x4 •540 11 •004 129.918 178.02 26.255 26.255 1.673 H1-1a 254 M66 HSS5x5x4 .416 •004 129.918 178^02 26.255 26.255 1.66 H1-1a 255 M67 HSS5x5x4 •301 11 .004 129.918 178.02 26.255 26.255 1.673 H1-1a 256 M68 HSS5x5x4 .164 .004 129.918 178.02 26.255 26.255 1.66 H1-1b 257 M69 HSS5x5x4 .363 •000 129^918 178.02 26.255 26.255 1.673 H1-1a 258 M70 HSS5x5x4 •338 •000 129.918 178.02 26.255 26.255 ! 1.66 Hl-la 259 M71 HSS5x5x4 .059 11 .002 129.918 178.02 26.255 26.255 1.673 H1-1b 260 M72 HSS5x5x4 .005 .000 129.918 178.02 26.255 26.255 1 H1-1b 261 M71A HSS5x5x4 .537 .000 51.862 178.02 26.255 26.255 1.673 H1-1a 262 M72A HSS5x5x4 .536 .000 51862 178.02 26.255 26.255 1.673 Hl-la 263 M73 W12x22 .002 .001 114.246 291.6 13.725 85.005 1.136 Hl-lb 264 M74 W12x22 .002 3.429 .001 114.246 291.6 13.725 91.58 1.224 Hl-lb 265 Bl W21x93 .661 20.5 .142 972.75 1228.5 130.125 828.75 Hl-lb 266 B2 W21x73 .395 20.5 •086 749.515 967.5 99.75 645 Hl-lb 267 B3 W21x93 .661 20.5 • 142 972^75 1228.5 130.125 828.75 Hl-lb 268 B4 W21x73 .482 20.5 • 105 749.515 967.5 99.75 645 Hl-lb 269 M5 W21x55 .612 8.918 .155 617.837 729 69 472.5 Hl-lb 270 M6 W21x44 .324 7.041 .100 479.442 585 38.215 357.75 Hl-lb 271 M7 W12x22 .059 .034 266.302 291.6 13.725 109.875 Hl-lb 272 M8 W12x22 .060 .034 266.302 2916 13.725 109.875 Hl-lb 273 M9 W21x44 .324 7.959 .100 15 479.442 585 38.215 357.75 Hl-lb 274 M10 W21x55 .612 10.082 .155 19 617.837 729 69 472.5 Hl-lb 275 M21 W12x30 .422 8.918 • 151 334.06 395.55 35.85 161.625 Hl-lb 276 M22 W12x30 .415 8.918 .150 334.06 395.55 35.85 161.625 Hl-lb 277 M23 W12x22 .179 7.653 .066 251.893 291.6 13.725 109.875 Hl-lb 278 M24 W12x22 .170 7.5 .065 15 251.893 291.6 13.725 109.875 Hl-lb 279 M25 W12x22 .060 .034 266.302 2916 13.725 109.875 Hl-lb 280 M26 W12x22 .060 .034 266.302 291.6 13.725 109.875 Hl-lb 281 M27 HSS4x4x4 .179 11 .005 84.082 139.518 16.181 16.181 H1-1b 282 M28 HSS4x4x4 .178 11 .005 84.082 139.518 16.181 16.181 1 Hl-lb 283 M35 HSS4x4x4 .180 11 .005 84.082 139.518 16.181 16.181 1.673 Hl-lb 284 M36 HSS4x4x4 .179 11 •005 84.082 139.518 16.181 16.181 1.673 Hl-lb 285 M45 W12x50 .118 15.724 .126 8.214 533.633 657 79.875 269.625 1 H1-1b 286 M46 W12x50 .122 7.98 .127 8.214 533.633 657 79.875 239.107 1377 H1-1b 287 M47 W12x30 .318 3.98 .151 364.301 395.55 35.85 161.625 1 H1-1b 288 M48 W12x50 .192 3.98 .108 631.671 657 79.875 269.625 1 H1-1b 289 M51 W12x22 .215 8 •080 114.246 2916 13.725 109.875 2.867 Hl-lb 290 M52 W12x22 .104 4.082 .051 114.246 2916 13.725 85.885 1.148 H1-1b 291 M53 W12x50 .143 7.041 .121 355.435 657 79.875 255.045 1.152 Hl-lb 292 M54 W12x50 .206 5.816 .110 355.435 657 79.875 250.762 1.133 Hl-lb 293 M55 W12x30 .337 3.98 .164 250.729 395.55 35.85 161625 1.314 H1-1b 294 M56 W12x30 •337 3.98 .164 250.729 395.55 35.85 161.625 1.314 Hl-lb 295 M39 HSS5x5x4 .034 11 .001 129.918 178.02 26.255 26.255 1.673 Hl-lb 296 M40 HSS5x5x4 •016 .000 129^918 178.02 26.255 26.255 1 Hl-lb 297 M41 HSS5x5x4 .437 11 .003 129.918 178.02 26.255 26.255 1.673 Hl-la 298 M42 HSS5x5x4 .145 11 .002 129.918 178.02 26.255 26.255 1.673 Hl-lb 299 M43 HSS5x5x4 •442 11 .004 129.918 178.02 26.255 26.255 1.673 Hl-la 300 M44 HSS5x5x4 .090 .000 129.918 178.02 26.255 26.255 Hl-lb 301 M45A HSS5x5x4 .099 .000 129.918 178.02 26.255 26.255 Hl-lb 302 M46A HSS5x5x4 .052 .000 129.918 178.02 26.255 26.255 Hl-lb 303 M47A HSS5x5x4 .420 .000 129.918 178.02 26.255 26.255 H1-1a 304 M48A HSS5x5x4 .281 .000 129.918 178.02 26.255 26.255 1 H1-1a 305 5 I M49A HSS5x5x4 .618 11 .004 129.918 178.02 26.255 26.255 1.673 H1-1a RISA-3D Version 10.0.1 [M:\...\...\...\CALCS\RISA\Sates 3rd Floor Framing.r3d] Page 8 Company Designer Job Number BWE CC Jan 30, 2013 11:30 AM Checked By:_ Member AISC 13th(360-05): LRFD Steel Code Checks (Continued) 306 5 M50A HSS5x5x4 .484 0 •004 1 0 v 129.918 178.02 26.255 26.255 1.66 Hl-la 307 5 M51A HSS5x5x4 .464 0 .000 0 V 129.918 178.02 26.255 26.255 1 Hl-la 308 5 M52A HSS5x5x4 .440 11 .000 0 v 129.918 178.02 26.255 26.255 1.673 Hl-la 309 5 M53A HSS5x5x4 .330 11 .005 0 v 129.918 178.02 26.255 26.255 1.673 Hl-la 310 5 M54A HSS5x5x4 .082 0 .000 0 V 129.918 178.02 26.255 26.255 1 H1-1b 311 5 M57 HSS5x5x4 .417 0 .000 0 V 129.918 178.02 26.255 26.255 1 Hl-la 312 5 M58 HSS5x5x4 .281 0 .000 0 V 129.918 178.02 26.255 26.255 1 Hl-la 313 5 M59 HSS5x5x4 .390 0 .000 0 V 129.918 178.02 26.255 26.255 1 H1-1a 314 5 M60 HSS5x5x4 .090 0 .000 0 V 129.918 178.02 26.255 26.255 -j Hl-lb 315 5 M61 HSS5x5x4 .100 0 i .000 0 V 129.918 178.P2 26.255 26.255 1 Hl-lb 316 5 M62 HSS5x5x4 .052 0 .000 0 V 129.918 178.P2 26.255 26.255 1 Hl-lb 317 5 M63 HSS5x5x4 .362 11 .001 0 V 129.918 178.P2 26.255 26.255 1673 Hl-la 318 5 M64 HSS5x5x4 .240 11 .002 0 V 129.918 178.P2 26.255 26.255 1.673 Hl-la 319 5 M65 HSS5x5x4 .612 11 .004 0 V 129.918 178.P2 26.255 26.255 1.673 H1-1a 320 5 M66 HSS5x5x4 .481 0 i .004 0 V 129.918 178.P2 26.255 26.255 1.66 Hl-la 321 5 M67 HSS5x5x4 .321 11 i .004 0 V 129.918 178.P2 26.255 26.255 1.673 Hl-la 322 5 M68 HSS5x5x4 .176 0 i .004 0 y 129.918 178.P2 26.255 26.255 1.66 Hl-lb 323 5 M69 HSS5x5x4 .465 0 1 .000 0 V 129.918 178.P2 26.255 26.255 1673 H1-1a 324 5 M70 HSS5x5x4 .438 0 : .000 0 y 129.918 178.P2 26.255 26.255 1.66 Hl-la 325 5 M71 HSS5x5x4 .071 11 .002 0 y 129.918 178.P2 26.255 26.255 1.673 Hl-lb 326 5 M72 HSS5x5x4 .015 0 .000 0 Y 129.918 178.02 26.255 26.255 1 H1-1b 327 5 M71A HSS5x5x4 .641 0 .000 0 y 51.862 178.02 26.255 26.255 1.673 H1-1a 328 5 M72A HSS5x5x4 .641 0 .000 0 y 51.862 178.02 26.255 26.255 1.673 Hl-la 329 5 M73 W12x22 .002 4 .001 8 y 114.246 2916 13.725 85.005 1.136 H1-1b 330 5 M74 W12x22 .002 3.429 .001 8 y 114.246 291.6 13.725 92.011 1.23 H1-1b 331 6 Bl W21x93 .502 20.5 .108 0 y 972.75 1228.5 130.125 828.75 1 Hl-lb 332 6 B2 W21x73 .312 20.5 .068 0 y 749.515 967.5 99.75 645 1 Hl-lb 333 6 B3 W21x93 .502 20.5 .108 0 V 972.75 1228.5 130.125 828.75 1 Hl-lb 334 6 B4 W21x73 .385 20.5 .084 0 y 749.515 967.5 99.75 645 1 Hl-lb 335 6 M5 W21x55 .466 8.918 .118 0 y 617.837 729 69 472.5 1 H1-1b 336 6 M6 W21x44 .255 7.041 .079 0 V 479.442 585 38.215 357.75 1 Hl-lb 337 6 M7 W12x22 .046 4 .026 8 V 266.302 291.6 13.725 109.875 1 Hl-lb 338 6 M8 W12x22 .046 4 .026 8 V 266.302 291.6 13.725 109.875 1 Hl-lb 339 6 M9 W21x44 .255 7.959 .079 15 V 479.442 585 38.215 357.75 1 Hl-lb 340 6 MIO W21x55 .467 10.082 .118 19 V 617.837 729 69 472.5 1 Hl-lb 341 6 M21 W12x30 .330 8.918 .118 0 V 334.06 395.55 35.85 161.625 1 H1-1b 342 6 M22 W12x30 .325 8.918 .117 0 y 334.06 395.55 35.85 161.625 1 H1-1b 343 6 M23 W12x22 .139 7.653 .051 0 V 251.893 2916 13.725 109.875 1 Hl-lb 344 6 M24 W12x22 .132 7.5 .051 15 V 251.893 291.6 13.725 109.875 1 Hl-lb 345 6 M25 W12x22 .047 4 .027 8 V 266.302 291.6 13.725 109.875 1 Hl-lb 346 6 M26 W12x22 .047 4 .027 8 y 266.302 291.6 13.725 109.875 1 Hl-lb 347 6 M27 HSS4x4x4 .144 11 .004 0 z 84.082 139.518 16.181 16.181 1 H1-1b 348 6 M28 HSS4x4x4 • 143 11 .004 0 z 84.082 139.518 16.181 16.181 1 H1-1b 349 6 M35 HSS4x4x4 • 145 11 .004 0 z 84.082 139.518 16.181 16.181 1673 Hl-lb 350 6 M36 HSS4x4x4 .144 11 .004 0 z 84.082 139.518 16.181 16.181 1.673 Hl-lb 351 6 M45 W12x50 .092 15.724 .098 8.214 V 533.633 657 79.875 269.625 1 Hl-lb 352 6 M46 W12x50 .094 7.98 .099 8.214 y 533.633 657 79.875 239.482 1.38 H1-1b 353 6 M47 W12x30 .248 3.98 .117 0 V 364.301 395.55 35.85 161.625 1 Hl-lb 354 6 M48 W12x50 .149 3.98 .084 0 V 631.671 657 79.875 269.625 1 Hl-lb 355 6 M51 W12x22 • 167 8 .063 8 V 114.246 291.6 13.725 109.875 2.871 Hl-lb 356 6 M52 W12x22 .081 4.082 .040 0 V 114.246 291.6 13.725 85.887 1.148 H1-1b 357 6 M53 W12x50 • 112 7.041 .095 0 V 355.435 657 79.875 255.045 1.152 H1-1b 358 6 M54 W12x50 .161 5.816 .086 0 y 355.435 657 79.875 250.72 1.132 H1-1b 359 6 M55 W12x30 .263 3.98 .128 0 y 250.729 395.55 35.85 161.625 1.313 Hl-lb 360 6 M56 W12x30 .263 3.98 .128 0 V 250.729 395.55 35.85 161.625 1.313 Hl-lb 361 6 M39 HSS5x5x4 .024 11 .000 0 V 129.918 178.02 26.255 26.255 1.673 Hl-lb 362 6 M40 HSS5x5x4 .009 0 .000 0 V 129.918 178.02 26.255 26.255 1 Hl-lb RiSA-3D Version 10.0.1 [M:\...\...\...\CALCS\RISA\Sa_les 3rd Floor Framing.r3d] Page 9 Company Designer Job Number BWE CC Jan 30, 2013 11:30 AM Checked By:_ Member AISC 13th(360-05): LRFD Steel Code Checks (Continued) 363 6 M41 HSS5x5x4 .341 11 .002 0 V 129.918 178.02 26.255 26.255 1.673 H1-1a 364 6 M42 HSS5x5x4 .113 11 .002 0 Y 129.918 178.02 26.255 26.255 1.673 Hl-lb 365 6 M43 HSS5x5x4 .345 11 .003 0 V 129.918 178.02 26.255 26.255 1.673 Hl-la 366 6 M44 HSS5x5x4 .071 0 .000 0 Y 129.918 178.02 26.255 26.255 1 H1-1b 367 6 M45A HSS5x5x4 .075 0 .000 0 Y 129.918 178.02 26.255 26.255 1 iH1-1b 368 6 M46A HSS5x5x4 .038 0 .000 0 Y 129.918 178.02 26.255 26.255 1 H1-1b 369 6 M47A HSS5x5x4 .324 0 .000 0 Y 129.918 178.02 26.255 26.255 1 Hl-la 370 6 M48A HSS5x5x4 .215 0 .000 0 Y 129.918 178.02 26.255 26.255 1 Hl-la 371 6 M49A HSS5x5x4 .479 11 .003 0 Y 129.918 178.02 26.255 26.255 1.673 Hl-la 372 6 M50A HSS5x5x4 .375 0 .003 0 Y 129.918 178.02 26.255 26.255 1.66 Hl-la 373 6 M51A HSS5x5x4 .354 0 .000 0 Y 129.918 178.02 26.255 26.255 1 Hl-la 374 6 M52A HSS5x5x4 .334 11 .000 0 Y 129.918 178.02 26.255 26.255 1.673 Hl-la 375 6 M53A HSS5x5x4 .174 11 .004 0 Y 129.918 178.02 26.255 26.255 1.673 H1-1b 376 6 M54A HSS5x5x4 .065 0 .000 0 Y 129.918 178.02 26.255 26.255 1 H1-1b 377 6 M57 HSS5x5x4 .322 0 .000 0 V 129.918 178.02 26.255 26.255 1 Hl-la 378 6 M58 HSS5x5x4 .215 0 .000 0 y 129.918 178.02 26.255 26.255 1 H1-1a 379 6 M59 HSS5x5x4 .305 0 .000 0 V 129.918 178.02 26.255 26.255 1 Hl-la 380 6 M60 HSS5x5x4 .071 0 .000 0 Y 129.918 178.02 26.255 26.255 1 Hl-lb 381 6 M61 HSS5x5x4 .075 0 .000 0 Y 129.918 178.02 26.255 26.255 1 H1-1b 382 6 M62 HSS5x5x4 .038 0 .000 0 Y 129.918 178.02 26.255 26.255 1 Hl-lb 383 6 M63 HSS5x5x4 .282 11 .000 0 Y 129.918 178.02 26.255 26.255 1673 H1-1a 384 6 M64 HSS5x5x4 .114 11 .002 0 Y 129.918 178.02 26.255 26.255 1673 Hl-lb 385 6 M65 HSS5x5x4 .474 11 .003 0 Y 129.918 178.02 26.255 26.255 1.673 Hl-la 386 6 M66 HSS5x5x4 .372 0 .003 0 Y 129.918 178.02 26.255 26.255 166 H1-1a 387 6 M67 HSS5x5x4 .166 11 .003 0 Y 129.918 178.02 26^255 26.255 1.673 Hl-lb 388 6 M68 HSS5x5x4 .137 0 .003 0 Y 129.918 178.02 26^255 26.255 1.66 H1-1b 389 6 M69 HSS5x5x4 .354 0 .000 0 Y 129.918 178.02 26.255 26.255 1.673 Hl-la 390 6 M70 HSS5x5x4 .333 0 .000 0 Y 129.918 178.02 26.255 26.255 166 Hl-la 391 6 M71 HSS5x5x4 .053 11 .001 0 Y 129.918 178.02 26.255 26.255 1673 Hl-lb 392 6 M72 HSS5x5x4 .009 0 .000 0 Y 129.918 178.02 26.255 26.255 1 Hl-lb 393 6 M71A HSS5x5x4 .497 0 .000 0 y 51.862 178.02 26.255 26.255 1.673 Hl-la 394 6 M72A HSS5x5x4 .496 0 .000 0 y 51.862 178.02 26.255 26.255 1.673 H1-1a 395 6 M73 W12x22 .002 4 .001 8 y 114.246 291.6 13.725 85.005 1.136 Hl-lb 396 6 M74 W12x22 .002 3.429 .001 8 y 114.246 291.6 13.725 90.929 1.216 Hl-lb 397 7 Bl W21x93 .176 20.5 .038 0 y 972.75 1228.5 130.125 828.75 1 Hl-lb 398 7 B2 W21x73 .152 20.5 .033 0 y 749.515 967.5 99.75 645 1 Hl-lb 399 7 B3 W21x93 .176 20.5 .038 0 y 972.75 1228.5 130.125 828.75 1 H1-1b 400 7 B4 W21x73 .152 20.5 .033 0 Y 749.515 967.5 99.75 645 1 H1-1b 401 7 M5 W21x55 .181 8.918 .049 0 y 617.837 729 69 472.5 1 Hl-lb 402 7 M6 W21x44 .133 7.041 .042 0 y 479.442 585 38.215 357.75 1 Hl-lb 403 7 M7 W12x22 .031 4 .018 8 y 266.302 291.6 13.725 109.875 1 Hl-lb 404 7 M8 W12x22 .030 4.082 .018 0 y 266.302 291.6 13.725 109.875 1 H1-1b 405 7 M9 W21x44 .133 7.959 .042 15 y 479.442 585 38.215 357.75 1 H1-1b 406 7 MIO W21x55 .181 10.082 .049 19 y 617.837 729 69 472.5 1 Hl-lb 407 7 M21 W12x30 .193 8.724 .074 0 y 334.06 395.55 35.85 161625 1 Hl-lb 408 7 M22 W12x30 .191 8.724 .074 0 V 334.06 395.55 35.85 161.625 1 H1-1b 409 7 M23 W12x22 .091 7.653 .033 0 y 251893 291.6 13.725 109.875 1 H1-1b 410 7 M24 W12x22 .086 7.5 .033 15 Y 251.893 291.6 13.725 109.875 1 Hl-lb 411 7 M25 W12x22 .031 4 .018 8 Y 266.302 291.6 13.725 109.875 1 H1-1b 412 7 M26 W12x22 .031 4 .018 8 Y 266.302 291.6 13.725 109.875 1 Hl-lb 413 7 M27 HSS4x4x4 .046 11 .001 0 z 84.082 139.518 16.181 16.181 1 Hl-lb 414 7 M28 HSS4x4x4 .045 11 .001 0 z 84.082 139.518 16.181 16.181 1 Hl-lb 415 7 M35 HSS4x4x4 .046 11 .001 0 z 84.082 139.518 16.181 16.181 1.673 Hl-lb 416 7 M36 HSS4x4x4 .046 11 .001 0 z 84.082 139.518 16.181 16.181 1.673 Hl-lb 417 7 M45 W12x50 .055 15.724 .060 8.214 Y 533.633 657 79.875 269.625 1 H1-1b 418 7 M46 W12x50 .058 7.98 .060 8.214 Y 533.633 657 79.875 236.11 1.36 Hl-lb 419 7 M47 W12x30 .159 3.98 .075 0 Y 364.301 395.55 35.85 161625 1 Hl-lb RISA-3D Version 10.0.1 [M:\...\...\...\CALCS\RISA\Sales 3rd Floor Framing.r3d] 79 Page 10 Company Designer Job Number BWE CC Jan 30, 2013 11:30 AM Checked By:_ Member AISC 13th(360-05): LRFD Steel Code Checks (Continued) LC Member Shape UC Max Locfft] Shear UC Locfft] Dir phl*Pncfk] phi*Pntfk] phi*Mnvy. ohi'Mnzz.. Cb Eqn 420 M48 W12x50 .095 3.98 .053 0 631.671 657 79.875 269.625 1 H1-1b 421 M51 W12x22 • 102 8 .038 114.246 291.6 13.725 109.875 2.857 H1-1b 422 M52 W12x22 .049 4.082 .024 114.246 291.6 13.725 85.886 1.148 Hl-lb 423 M53 W12x50 •068 6.888 .058 355.435 657 79.875 254.707 1.15 Hl-lb 424 M54 W12x50 .098 5.663 .052 355.435 657 79.875 251442 1.136 H1-1b 425 M55 W12x30 .162 3.98 .077 250.729 395.55 35.85 161.625 1.325 Hl-lb 426 M56 W12x30 • 162 3^98 .077 250.729 395.55 35.85 161625 1.325 H1-1b 427 M39 HSS5x5x4 .015 11 •000 29.918 178.02 26.255 26.255 1.673 H1-1b 428 M40 HSS5x5x4 .007 .000 29.918 178.02 26.255 26.255 1 Hl-lb 429 M41 HSS5x5x4 .119 11 .001 29.918 178.02 26.255 26.255 1.673 H1-1b 430 M42 HSS5x5x4 .069 11 .001 29.918 178.02 26.255 26.255 1.673 H1-1b 431 M43 HSS5x5x4 .124 11 .002 29.918 178.02 26.255 26.255 1.673 H1-1b 432 M44 HSS5x5x4 .043 .000 29.918 178.02 26.255 26.255 1 Hl-lb 433 M45A HSS5x5x4 .047 .000 29.918 178.02 26.255 26.255 Hl-lb 434 M46A HSS5x5x4 .025 .000 29.918 178.02 26.255 26.255 Hl-lb 435 M47A HSS5x5x4 .075 .000 29.918 178.02 26.255 26.255 H1-1b 436 M48A HSS5x5x4 .044 .000 29.918 178.02 26.255 26.255 1 Hl-lb 437 M49A HSS5x5x4 .250 11 •002 29^918 178.02 26.255 26.255 1.673 Hl-la 438 M50A HSS5x5x4 .117 •002 29^918 178.02 26.255 26.255 1.66 Hl-lb 439 M51A HSS5x5x4 .068 .000 29.918 178.02 26.255 26.255 1 Hl-lb 440 M52A HSS5x5x4 .067 11 •000 29.918 178.02 26.255 26.255 1.673 H1-1b 441 M53A HSS5x5x4 .106 11 .002 29.918 178.02 26.255 26.255 1.673 H1-1b 442 M54A HSS5x5x4 .036 .000 29.918 178.02 26.255 26.255 1 Hl-lb 443 M57 HSS5x5x4 .074 .000 29.918 178.02 26.255 26.255 Hl-lb 444 M58 HSS5x5x4 .044 .000 29.918 178.02 26.255 26.255 H1-1b 445 M59 HSS5x5x4 .092 •000 29.918 178.02 26.255 26.255 Hl-lb 446 M60 HSS5x5x4 .043 .000 29.918 178.02 26.255 26.255 Hl-lb 447 M61 HSS5x5x4 .P47 .POO 29.918 178.02 26.255 26.255 Hl-lb 448 M62 HSS5x5x4 .025 .000 29.918 178.02 26.255 26.255 1 H1-1b 449 M63 HSS5x5x4 .088 11 •000 29.918 178.02 26.255 26.255 1.673 H1-1b 450 M64 HSS5x5x4 •069 11 •001 29.918 178.02 26.255 26.255 1.673 Hl-lb 451 M65 HSS5x5x4 .248 11 •002 29^918 178.02 26.255 26.255 1.673 H1-1a 452 M66 HSS5x5x4 .115 .002 29.918 178.02 26.255 26.255 1.66 H1-1b 453 M67 HSS5x5x4 .101 11 .002 29.918 178.02 26.255 26.255 1.673 H1-1b 454 M68 HSS5x5x4 •082 •002 29.918 178.02 26.255 26.255 1.66 Hl-lb 455 M69 HSS5x5x4 .068 11 .000 29.918 178.02 26.255 26.255 1.673 H1-1b 456 M70 HSS5x5x4 .061 .000 29.918 178.02 26.255 26.255 1.66 H1-1b 457 M71 HSS5x5x4 .033 11 .001 29.918 178.02 26.255 26.255 1.673 H1-1b 458 M72 HSS5x5x4 •006 .000 29^918 178.02 26.255 26.255 1 Hl-lb 459 M71A HSS5x5x4 •208 22 .000 51.862 178.02 26.255 26.255 1.673 Hl-la 460 M72A HSS5x5x4 .207 22 .000 51.862 178.02 26.255 26.255 1.673 H1-1a 461 M73 W12x22 •000 •000 14^246 2916 13.725 74.8 1 H1-1b 462 M74 W12x22 .001 .000 14.246 291.6 13.725 109.875 1.673 H1-1b Joint Coordinates and Temperatures 1 N1 0 22 41 0 2 N2 0 22 0 0 3 N3 16 22 0 0 4 N4 16 22 41 0 5 N5 33 22 41 0 6 N6 33 22 0 0 7 N7 50 22 0 0 8 • N8 50 22 41 0 9 N9 42 22 0 0 10 N10 42 22 41 0 RiSA-3D Version 10.0.1 [M:\...\...\...\CALCS\RISA\Sales 3rd Floor Framing.r3d] 80 Page 11 Company Designer Job Number BWE CC Jan 30, 2013 11:30 AM Checked By:_ Joint Coordinates and Temperatures (Continued) Label Xfftl Ylftl Zfftl Temp IF] Detach From Dia... 11 N11 23 22 0 12 N12 23 22 41 0 : 13 N13 8 22 41 0 14 N14 8 22 0 0 15 N15 0 11 41 0 16 N16 0 11 0 0 17 N17 16 11 0 0 18 N18 16 11 41 0 19 N19 33 11 41 0 20 N20 33 11 0 0 21 N23 42 11 0 0 22 N24 42 11 41 0 23 N25 23 11 0 0 24 N26 23 11 41 0 25 N27 8 11 41 0 26 N28 8 11 0 0 27 N29 0 0 41 0 28 N30 0 0 0 0 29 N32 8 0 54 0 30 N33 23 0 54 0 31 N35 50 0 0 0 32 N36 50 0 41 0 33 N37 42 0 0 0 34 N38 42 0 41 0 35 N39 23 0 0 0 36 N40 23 0 41 0 37 N41 8 0 41 0 38 N42 8 0 0 0 39 N43 42 0 13 0 40 N44 42 0 27 0 41 N45 42 11 13 0 42 N46 42 11 27 0 43 N47 33 0 13 0 44 N48 33 0 27 0 45 N49 33 11 13 0 46 N50 33 11 27 0 47 N51 8 22 54 0 48 N52 23 22 54 0 49 N53 8 22 -13 0 50 N54 23 22 -13 0 51 N55 8 0 -13 0 52 N56 23 0 -13 0 53 N57 33 0 54 0 54 N58 33 22 54 0 55 N59 33 0 -13 0 56 N60 33 22 -13 0 57 N61 0 0 -13 0 58 N62 0 0 54 0 59 N63 0 22 -13 0 60 N64 0 22 54 0 61 N65 0 11 54 0 62 N66 8 11 54 0 63 N67 0 11 -13 0 64 N68 8 11 -13 0 65 . N69 23 11 54 0 66 N70 23 11 -13 0 67 N71 33 11 54 0 RISA-3D Version 10.0.1 [M:\...\...\.. .\CALCS\RISA\Sales 3rd Floor Framing.r3d] 81 Page 12 Company Designer Job Number BWE CC Jan 30,2013 11:30 AM Checked By:_ Joint Coordinates and Temperatures (Continued) Label Xfft] -YlfiL Temp fF] Detach From Dia. 68 N72 33 11 -13 Joint Deflections (Bv Combination) LC Joint Label Xfin] Yfin] zrini X Rotation fradl Y Rotation fradl Z Rotation frad] 1 1 Nl 0 -.169 0 0 0 -2.065e-4 2 1 N2 0 -.169 0 0 0 -2.065e-4 3 1 N3 0 -.445 0 0 0 -1804e-4 4 1 N4 0 -.445 0 0 0 -1.849e^ 5 1 N5 0 -.879 0 0 0 9.036e-4 6 1 N6 0 -.878 0 0 0 9.038e-4 7 1 N7 0 -.103 0 0 0 6.498e-6 8 1 N8 0 -.103 0 0 0 4.065e-4 9 1 N9 0 -.141 0 0 0 0 10 N10 0 -.142 0 0 0 3.847e-4 11 1 Nil 0 -.202 0 0 0 0 12 1 N12 0 -.203 0 0 0 -2.236e-3 13 1 N13 0 -.094 0 0 0 2.026e-6 14 1 N14 0 -.094 0 0 0 0 15 1 N15 0 -.088 0 0 0 0 16 i N16 0 -.088 0 0 0 -5.627e-7 17 1 N17 0 -.378 0 0 0 1.642e-4 18 1 N18 0 -.396 0 0 0 2.618e-4 19 1 N19 0 -1.188 0 0 0 7.79e-4 20 i N20 0 -1.175 0 0 0 7.676e-4 21 1 N23 0 -.086 0 0 0 0 22 1 N24 0 -.087 0 0 0 0 23 1 N25 0 -•117 0 0 0 4.29e-3 24 1 N26 0 -•117 0 0 0 4.516e-3 25 1 N27 0 -.056 0 0 0 -5.461 e-3 26 1 N28 0 -.056 0 0 0 -4.882e-3 27 i N29 0 0 0 0 0 0 28 N30 0 0 0 0 0 2.789e-7 29 N32 0 0 0 0 0 1.513e-3 30 i N33 0 0 0 0 0 -1882e-3 31 1 N35 0 0 0 0 0 -3.242e-6 32 i N36 0 0 0 0 0 -2^028e-4 33 -j N37 0 0 0 0 0 0 34 i N38 0 0 0 0 0 0 35 1 N39 0 0 0 0 0 -2.127e-3 36 1 N40 0 0 0 0 0 -2.239e-3 37 i N41 0 0 0 0 0 2.707e-3 38 i N42 0 0 0 0 0 2.42e-3 39 i N43 0 0 0 -3.954e-3 0 0 40 i N44 0 0 0 3.952e-3 0 0 41 "1 N45 0 -.01 0 7.951 e-3 0 0 42 i N46 0 -.011 0 -7.947e-3 0 0 43 -| N47 0 0 0 0 0 0 44 "I N48 0 0 0 0 0 0 45 •j N49 0 -.01 0 7.951 e-3 0 1027e-4 46 "1 N50 0 -•Oil 0 -7.947e-3 0 9.867e-5 47 i N51 0 -.138 0 0 0 -2.435e-3 48 "1 N52 0 -.132 0 0 0 3.498e-3 49 -j N53 0 -.131 0 0 0 -2.382e-3 50 -j N54 0 -.135 0 0 0 0 51 1 N55 0 0 0 0 0 -2.727e-4 52 1 N56 0 0 0 0 0 0 RISA-3D Version 10.0.1 [M:\...\...\...\CALCS\RISA\Sales 3rd Floor Framing.r3d] 82 Page 13 Company Designer Job Number BWE CC Jan 30,2013 11:30 AM Checked By:_ LC Joint Label X finl Y finl Z finl X Rotation fradl Y Rotation fradl Z Rotation fradl 53 N57 0 0 0 0 0 0 54 i N58 0 -.065 0 0 0 0 55 N59 0 0 0 0 0 0 56 1 N60 0 -.065 0 0 0 0 57 i N61 0 0 0 0 0 9.738e-4 58 1 N62 0 0 0 0 0 3.078e-4 59 -f N63 0 -.016 0 0 0 0 60 -| N64 0 -.011 0 0 P -l197e-3 61 1 N65 0 -.008 0 0 P -6.21e-4 62 1 N66 0 -.091 0 0 P -3.052e-3 63 1 N67 0 -.013 0 0 P -1.964e-3 64 -f N68 0 -.083 0 0 P 5.5e-4 65 N69 0 -.09 0 0 i 0 3.796e-3 66 1 N70 0 -.092 0 0 P 0 67 j 1 N71 0 -.044 0 0 P 0 68 1 N72 0 -•044 0 p P 0 69 2 Nl 0 -•074 0 p P 3.152e-4 70 2 N2 0 -•074 0 p P 3.152e-4 71 2 N3 0 -.128 0 0 P -1.164e-4 72 2 N4 0 -.128 0 0 P -l171e-4 73 2 N5 0 -.35 0 0 0 3.171e-4 74 2 N6 0 -.35 0 0 0 3.175e-4 75 2 N7 0 -.039 0 0 0 2.235e-6 76 2 N8 0 -.039 0 0 0 1.398e-4 77 2 N9 0 -.051 0 0 0 0 78 2 N10 0 -.052 0 0 0 1.103e-4 79 2 Nil 0 -.065 0 0 0 0 80 2 N12 0 -.065 0 0 0 -4.018e-4 81 2 N13 0 -.023 0 0 0 6.145e-7 82 2 N14 0 -.023 0 0 0 0 83 2 N15 0 -•037 0 0 0 0 84 2 N16 0 -•038 0 0 0 -1.135e-7 85 2 N17 0 -.081 0 0 0 -3.247e-5 86 2 N18 0 -.084 0 0 0 -1.28e-5 87 2 N19 0 -.283 0 0 0 2.057e-4 88 2 N20 0 -.276 0 0 0 2.008e-4 89 2 N23 0 -.03 0 0 0 0 90 2 N24 0 -.03 0 0 0 0 91 2 N25 0 -.036 0 0 0 7.666e-4 92 2 ! N26 0 -.036 0 0 0 8.123e-4 93 2 N27 0 -.013 0 0 0 -1.102e-3 94 2 N28 0 -•013 0 0 0 -9.853e-4 95 2 N29 0 0 0 0 0 0 96 2 N30 0 0 0 0 0 5.628e-8 97 2 N32 0 0 0 0 0 3.329e-4 98 2 N33 0 0 0 0 0 -4.25e-4 99 2 N35 0 0 0 0 0 -1.115e-6 100 2 N36 0 0 0 0 0 -6.977e-5 101 2 N37 0 0 0 0 0 0 102 2 N38 0 0 0 0 0 0 103 2 N39 0 0 0 0 0 -3.8e-4 104 2 N40 0 0 0 0 0 -4.026e-4 105 2 N41 0 0 0 0 0 5.464e-4 106 2 N42 0 0 0 0 0 4.884e-4 107 2 N43 0 0 0 -1809e-3 0 0 108 2 N44 0 0 0 1 •808e-3 0 0 109 2 N45 0 -.005 0 3^637e-3 0 0 RISA-3D Version 10.0.1 [M:\...\...\...\CALCS\RISA\Sales 3rd Floor Framing.r3d] 83 Page 14 Company Designer Job Number BWE CC Jan 30,2013 11:30 AM Checked By:_ Joint Deflections (Bv Combination) (Continued) IIP 2 N46 0 -.005 0 -3.635e-3 0 0 111 2 N47 0 0 0 0 0 0 112 2 N48 0 0 0 0 0 0 113 2 N49 0 -.005 P 3.637e-3 0 2.688e-5 1 114 2 N50 0 -.005 P -3.635e-3 0 2.603e-5 [115 2 N51 0 -.031 0 0 0 -5.366e-4 116 2 N52 0 -.029 0 0 0 8.028e-4 1117 2 N53 0 -.029 0 0 p -5.253e-4 [118 2 N54 0 -.03 0 0 0 0 119 2 N55 0 0 0 0 i 0 -6.237e-5 ^120 2 N56 0 0 0 0 0 0 121 2 N57 0 0 0 0 0 0 122 2 N58 0 -.014 0 0 0 0 123 2 N59 0 0 0 0 0 0 124 2 N60 0 -.014 0 0 0 0 125 2 N61 0 0 0 0 0 2.193e-4 126 2 N62 0 0 0 0 0 7.179e-5 127 2 N63 0 -.004 0 0 0 0 128 2 N64 0 -.003 0 0 0 -2.769e-4 129 2 N65 0 -.002 0 0 0 -1.448e-4 130 2 N66 0 -.021 0 0 0 -6.716e-4 131 2 N67 0 -.003 0 0 0 -4.424e-4 132 2 N68 0 -.019 0 0 0 1.258e-4 I 133 2 N69 0 -.02 0 0 0 8.573e-4 1134 2 N70 0 -.021 0 0 0 0 135 2 N71 0 -.009 0 0 0 0 136 2 N72 0 -.01 0 0 0 0 137 3 Nl 0 -.047 0 0 0 -4.027e-4 138 3 N2 0 -.047 0 0 0 -4.027e-4 139 3 N3 0 -.181 0 0 0 -1531 e-5 140 3 N4 0 -.181 0 0 0 -1.765e-5 ,141 3 N5 0 -.27 0 0 0 3.153e-4 142 3 N6 0 -.27 0 0 0 3.151e-4 143 3 N7 0 -.034 0 0 0 2.258e-6 144 3 N8 0 -.034 0 0 0 1.413e-4 145 3 N9 0 -.048 0 0 0 0 146 3 N10 0 -.048 0 0 0 1.493e-4 147 3 Nil 0 -.076 0 0 0 0 148 3 N12 0 -.076 0 0 0 -1.098e-3 149 3 N13 0 -.041 0 0 0 7.795e-7 150 3 N14 0 -.041 0 0 0 0 151 3 N15 0 -.025 0 0 0 0 152 3 N16 0 -.025 0 0 0 -2.659e-7 153 3 N17 0 -.175 0 0 0 1.323e-4 154 3 N18 0 -.184 0 0 0 1.784e-4 1 155 3 N19 0 -.53 0 0 0 3.331 e-4 ri56 3 N20 0 -.526 0 0 0 3.296e-4 157 3 N23 0 -.031 0 0 0 0 158 3 N24 0 -.031 0 0 0 0 159 3 N25 0 -.045 0 0 0 2.111 e-3 160 3 N26 0 -.045 0 0 0 2.218e-3 161 3 N27 0 -.025 0 0 0 -2.581 e-3 162 3 N28 0 -.025 0 0 0 -2.308e-3 163 3 N29 0 0 0 0 0 0 164 3 N30 0 0 0 0 0 1.318e-7 165 3 N32 0 0 0 0 0 6.971 e-4 166 3 N33 0 0 0 0 0 -8.577e-4 RISA-3D Version 10.0.1 [M:\...\...\...\CALCS\RISA\Sates 3rd Floor Framing.r3d] Page 15 Company Designer Job Number BWE CC Jan 30, 2013 11:30 AM Checked By._ Joint Deflections (Bv Combination) (Continued) LC Joint Label Xfinl Yfinl Zfinl X Rotation fradl Y Rotation frad] Z Rotation fradl 167 3 N35 0 0 0 0 0 -1.127e-6 168 3 N36 0 0 P 0 0 -7.049e-5 169 3 N37 0 0 P 0 0 0 170 3 N38 0 0 P 0 0 0 171 3 N39 0 0 0 0 0 -1.046e-3 172 3 N40 0 0 0 0 0 -1.099e-3 173 3 N41 0 0 0 0 0 128e-3 174 3 N42 0 0 0 0 0 1.144e-3 175 3 N43 0 0 0 -1.115e-3 0 0 176 3 N44 0 0 0 l114e-3 0 0 177 3 N45 0 -.003 0 2.242e-3 0 0 178 3 N46 0 -.003 0 -2.241 e-3 0 0 179 3 N47 0 0 0 0 0 0 180 3 N48 0 0 0 0 0 0 181 3 N49 0 -.003 0 2.2428-3 0 4.407e-5 182 3 N50 0 -.003 0 -2.241 e-3 0 4.221 e-5 183 3 N51 0 -.063 0 0 0 -1.127e-3 184 3 N52 0 -.061 0 0 0 1.587e-3 185 3 N53 0 -.06 0 0 0 -1.103e-3 186 3 N54 0 -.062 0 0 0 0 187 3 N55 0 0 0 0 0 -1.208e-4 188 3 N56 0 0 0 0 0 0 189 3 N57 0 0 0 0 0 0 190 3 N58 0 -.029 0 0 0 0 191 3 N59 0 0 0 0 0 0 192 3 N60 0 -.029 0 0 0 0 193 3 N61 0 0 0 0 0 4.47e-4 194 3 N62 0 0 0 0 0 142e-4 195 3 N63 0 -.006 0 0 0 0 196 3 N64 0 -.004 0 0 0 -5.543e-4 197 3 N65 0 -.003 0 0 0 -2.865e-4 198 3 N66 0 -.041 0 0 0 -1.406e-3 199 3 N67 0 -.005 0 0 0 -9.018e-4 200 3 N68 0 -.038 0 0 0 2.436e-4 201 3 N69 0 -.041 0 0 0 173e-3 202 3 N70 0 -.042 0 0 0 0 203 3 N71 0 -.02 0 0 0 0 204 3 N72 0 -.02 0 0 0 0 205 4 Nl 0 -.12 0 0 0 -8.751 e-5 206 4 N2 0 -.12 0 0 0 -8.751 e-5 207 4 N3 0 -.309 0 0 0 -1.317e-4 208 4 N4 0 -.309 0 0 0 -1.347e-4 209 4 N5 0 -.62 0 0 0 6.323e-4 210 4 N6 0 -.62 0 0 0 6.326e-4 211 4 N7 0 -.073 0 0 0 4.493e-6 212 4 N8 0 -.073 0 0 0 2.811 e-4 213 4 N9 0 -.099 0 0 0 0 214 4 N10 0 -.099 0 0 0 2.596e-4 215 4 Nil 0 -.141 0 0 0 0 216 4 N12 0 -.141 0 0 0 -15e-3 217 4 N13 0 -.064 0 0 0 1.395e-6 218 4 N14 0 -.064 0 0 0 0 219 4 N15 0 -.062 0 0 0 0 220 4 N16 0 -.062 0 0 0 -3.795e-7 221 4 N17 0 -.256 0 0 0 9.984e-5 222 4 N18 0 -.268 0 0 0 1656e-4 223 4 N19 0 -.812 0 0 0 5.387e-4 RISA-3D Version 10.0.1 [M:\...\...\...\CALCS\RISA\Sales 3rd Floor Framing.r3d] 85 Page 16 Company Designer Job Number BWE CC Jan 30,2013 11:30 AM Checked By:_ Joint Deflections (Bv Combination) (Continued) 224 4 N20 0 -.802 0 0 0 5.304e-4 225 4 N23 0 -.06 0 0 0 0 226 4 N24 0 -.061 0 0 0 I 0 227 4 N25 0 -.081 0 0 0 2.877e-3 228 4 N26 0 -.081 0 0 0 3.03e-3 229 4 N27 0 -.038 0 0 0 -3.684e-3 230 4 N28 0 -.038 0 0 0 -3^293e-3 231 4 N29 0 0 0 0 0 0 232 4 N30 0 0 P p 0 1.881 e-7 233 4 N32 0 0 P p 0 1.03e-3 234 4 N33 0 0 0 0 0 -1.283e-3 235 4 N35 0 0 0 0 0 -2.242e-6 236 4 N36 0 0 0 0 0 -1.403e-4 237 4 N37 0 0 0 0 0 0 238 4 N38 0 0 0 0 0 0 239 4 N39 0 0 0 0 0 -1426e-3 240 4 N40 0 0 0 0 0 -1.502e-3 241 4 N41 0 0 0 0 0 1.826e-3 242 4 N42 0 0 0 0 0 1.632e-3 243 4 N43 0 0 0 -2.924e-3 0 0 244 4 N44 0 0 0 2.922e-3 0 0 245 4 N45 0 -.008 0 5.878e-3 0 0 246 4 N46 0 -.008 0 -5^875e-3 0 0 247 4 N47 0 0 0 0 0 0 248 4 N48 0 0 P 0 0 0 249 4 N49 0 -.008 0 5^878e-3 0 7.095e-5 250 4 N50 0 -.008 0 -5.875e-3 0 6.824e-5 251 4 N51 0 -.094 0 0 0 -1.664e-3 252 4 N52 0 -.09 0 0 0 2.39e-3 253 4 N53 0 -.089 0 0 0 -1.628e-3 254 4 N54 0 -.092 0 0 0 0 255 4 N55 0 0 0 0 0 -1.831 e-4 256 4 N56 0 0 0 0 0 0 257 4 N57 0 0 0 0 0 0 258 4 N58 0 -.043 0 0 0 0 259 4 N59 0 0 0 0 0 0 260 4 N60 0 -.043 0 0 0 0 261 4 N61 0 0 0 0 0 6.663e-4 262 4 N62 0 0 0 0 0 2.138e-4 263 4 N63 0 -.01 0 0 0 0 264 4 N64 0 -.007 0 0 0 -8.312e-4 265 4 N65 0 -.005 0 0 0 -4.313e-4 266 4 N66 0 -.062 0 0 0 -2.078e-3 267 4 N67 0 -.008 0 0 0 -1344e-3 268 4 N68 0 -.057 0 0 0 3.695e-4 269 4 N69 0 -.061 0 0 0 2.588e-3 270 4 N70 0 -.063 0 0 0 0 271 4 N71 0 -.029 0 0 0 0 272 4 N72 0 -.029 p 0 0 0 273 5 Nl 0 -.155 p 0 0 1.661 e-4 274 5 N2 0 -•155 0 0 0 1.661 e-4 275 5 N3 0 -.34 0 0 0 -2.07e-4 276 5 N4 0 -.34 0 0 0 -2.099e-4 277 5 N5 0 -.775 0 0 0 7.555e-4 278 5 N6 0 -.774 0 0 0 7.558e-4 279 5 N7 0 -.087 0 0 0 5.59e-6 280 5 N8 0 -.087 0 0 0 3.497e-4 RISA-3D Version 10.0.1 [M:\...\...\...\CALCS\RISA\Sales 3rd Floor Framing.r3d] 86 Page 17 Company Designer Job Number BWE CC Jan 30, 2013 11:30 AM Checked By:_ Joint Deflections (Bv Combination) (Continued) 281 5 N9 0 -.12 0 0 0 0 ^ 282 5 N10 0 -.12 0 0 0 3.247e-4 283 5 Nil 0 -.163 0 0 0 0 284 5 N12 0 -.164 0 0 0 -1569e-3 285 5 N13 0 -.069 0 0 0 1.643e-6 286 5 N14 0 -.069 0 0 0 0 287 5 N15 0 -.08 0 0 0 0 288 5 N16 0 -.08 0 0 0 -4.049e-7 289 5 N17 0 -.275 0 0 0 6.593e-5 290 5 N18 0 -.287 0 i 0 0 1.362e-4 291 5 N19 0 -.874 0 0 0 5.776e-4 292 5 N20 0 -.863 0 0 0 5.682e-4 293 5 N23 0 -.072 0 0 0 0 294 1 5 N24 0 -.072 0 0 0 0 295 5 N25 0 -.093 0 0 0 3.008e-3 296 5 N26 0 -.093 0 0 0 3.171e-3 297 5 N27 0 -.041 0 0 0 -3.929e-3 298 5 N28 0 -.041 0 0 0 -3.513e-3 299 5 N29 0 0 0 0 0 0 300 5 N30 0 1 0 0 0 0 2.007e-7 301 5 N32 0 ' 0 1 0 ^ 0 0 1.09e-3 302 5 N33 0 1 0 0 p 0 -1.366e-3 303 5 N35 0 0 0 p 0 -2.789e-6 304 5 N36 0 0 0 p 0 -1.745e-4 305 5 N37 0 0 0 0 0 0 306 5 N38 0 0 0 0 0 0 307 5 N39 0 0 0 0 0 -1.491 e-3 308 5 N40 0 0 0 0 0 -1.572e-3 309 5 N41 0 0 0 0 0 1948e-3 310 5 N42 0 0 0 0 0 1741 e-3 311 5 N43 0 0 0 -3.285e-3 0 0 312 5 N44 0 0 0 3.284e-3 0 0 313 5 N45 0 -.009 0 6.606e-3 0 0 314 5 N46 0 -.009 0 -6.602e-3 0 0 315 5 N47 0 0 0 0 0 0 316 5 N48 0 0 0 0 0 0 317 5 N49 0 -.009 0 6.606e-3 0 7.602e-5 318 5 N50 0 -.009 0 -6.6026-3 0 7.315e-5 319 5 N51 0 -.1 0 0 0 -1.732e-3 320 5 N52 0 -.096 0 0 0 2.535e-3 321 5 N53 0 -.095 0 0 0 -1.693e-3 322 5 N54 0 -.098 0 0 0 0 323 5 N55 ^ 0 I 0 0 0 0 -2.103e-4 324 5 N56 0 0 0 0 .0 0 325 5 N57 0 0 0 0 0 0 326 5 N58 0 -.052 0 0 0 0 327 5 N59 0 0 0 0 0 0 328 5 N60 0 -.052 0 0 0 0 329 5 N61 0 0 0 0 0 6.955e-4 330 5 N62 0 0 0 0 0 2.106e-4 331 5 N63 0 -.017 0 0 0 0 332 5 N64 0 -.013 0 0 0 -8.164e-4 333 5 N65 0 -.008 0 0 0 -4.248e-4 334 5 N66 0 -.066 0 0 0 -2.199e-3 335 5 N67 0 -.012 0 0 0 -1.403e-3 336 5 N68 0 -.061 0 0 0 4.242e-4 337 5 N69 0 -.065 0 0 0 2.755e-3 RISA-3D Version 10.0.1 [M:\...\...l^.\CALCS\RISA\Sates 3rd Floor Framing.r3d] Page 18 Company Designer Job Number BWE CC Jan 30, 2013 11:30 AM Checked By:_ Joint Deflections (Bv Combination) (Continued) 338 5 ! 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Floor Framing.r3d] 93 Page 24 Company Designer Job Number BWE CC Jan 30, 2013 11:31 AM Checked By:_ Member Section Deflections (Continued) 200 2 -.006 .048 0 0 ! 2722.671 NC 201 3 -.013 0 0 0 NC NC 202 1 M72 1 -.013 0 0 0 NC NC 203 2 -.014 0 0 0 NC NC 204 3 -.016 0 0 0 NC NC 205 1 M71A 1 0 0 0 0 NC NC 206 2 -.052 -.02 0 0 NC NC 207 3 -.103 0 0 0 NC NC 208 1 M72A 1 0 0 0 0 NC NC 209 2 -.052 0 0 0 NC NC 210 3 -.103 0 0 0 NC NC 211 1 M73 1 0 -.103 0 0 NC NC 212 2 0 -.123 0 0 NC NC 213 3 0 -.141 0 0 NC NC 214 1 M74 1 0 -.142 0 0 NC NC 215 2 0 -.123 0 0 NC NC 216 3 0 -.103 0 0 NC NC 217 2 Bl 1 0 -.074 0 -3.152e-4 NC NC 218 2 0 -1.777 0 -3.152e-4 288.777 NC ' 219 3 0 -.074 0 -3.152e-4 NC NC 220 2 B2 1 0 -.128 0 -1164e-4 NC NC 221 2 0 -.966 0 -l167e-4 587.225 NC 222 3 0 -.128 0 -l171e-4 NC NC 223 2 B3 1 0 -.35 0 -3.171 e-4 NC NC 224 2 0 -2.054 0 -3.173e-4 288.777 NC 225 3 0 -.35 0 -3.175e-4 NC NC 226 2 B4 1 0 -.039 0 2.235e-6 NC NC 227 2 0 -1.261 0 7.104e-5 402.78 NC 228 3 0 -.039 0 1.398e-4 NC NC 229 2 M5 1 0 -.051 0 0 NC NC 230 2 0 -.35 0 0 781881 NC 231 3 P -.065 0 0 NC NC 232 2 M6 1 0 -.065 0 0 NC NC 233 2 0 -.126 0 0 2191.319 NC 234 3 0 -.023 0 0 NC 1 NC 235 2 M7 1 0 -.023 0 0 NC NC 236 2 0 -.054 0 0 NC 1 NC 237 3 0 -.074 0 0 NC NC 238 2 M8 1 0 -.074 0 0 NC NC 239 2 0 -.054 0 0 NC NC 240 3 0 -.023 0 0 NC NC 241 2 M9 1 0 -.023 0 0 NC NC 242 2 0 -.126 0 0 2191.346 NC 243 3 0 -.065 0 0 NC NC 244 2 MIO 1 0 -.065 0 0 NC NC 245 2 0 -.35 0 0 781.89 NC 246 3 0 -.052 0 0 NC NC 247 2 M21 1 0 -.03 0 0 NC NC 248 2 0 -.282 0 0 913.666 NC 249 3 0 -.036 0 0 NC NC 250 2 M22 1 0 -.03 0 0 NC NC 251 2 0 -.276 0 0 936.146 NC 252 3 0 -.036 0 0 NC NC 253 2 M23 1 0 -.036 0 0 NC NC 254 2 0 -.084 0 0 3044.112 NC 255 3 0 -.013 0 0 NC NC 256 2 M24 1 0 -.036 0 0 NC NC RISA-3D Version 10.0.1 [M:\...\...\. .\CALCS\RISA\Sales 3rd Floor Framing.r3d] 94 Page 25 Company : BWE Jan 30,2013 Designer : CC • 11:31 AM Job Number Checked Bv: Member Section Deflections (Continued) LC Member Label Sec xfin] v finl zfinl x Rotatefrad] (n) L/v Ratio (n) L/z Ratio 257 2 0 -.08 0 0 3244.893 NC 258 3 0 -.013 0 0 NC NC 259 2 M25 1 0 -.013 0 0 NC NC 260 2 0 -.031 0 0 NC NC 261 3 0 -.037 0 0 NC NC 262 2 M26 1 0 -.013 0 0 NC NC 263 2 0 -.031 0 0 NC NC 264 3 0 -.038 0 0 NC NC 265 2 M27 1 0 0 0 0 NC NC 266 2 -.002 0 .09 0 NC 1469.86 267 3 -.005 0 0 0 NC NC 268 2 M28 1 0 0 0 0 NC NC 269 2 -.002 0 -.09 0 NC 1469.121 270 3 -.005 0 0 0 NC NC 271 2 M29 1 0 -.03 0 0 NC NC 272 2 0 -.288 0 0 621.919 NC 273 3 0 -.005 0 0 NC NC 274 2 M30 1 0 -.005 0 0 NC NC 275 2 0 -.212 0 0 812.663 NC 276 3 0 -.005 0 0 NC NC 277 2 M31 1 0 -.005 0 0 NC NC 278 2 0 -.218 0 0 776.762 NC 279 3 0 -.03 0 0 NC NC 280 2 M32 1 0 -.283 0 -2.057e-4 NC NC 281 2 0 -.414 0 -1.158e-4 621919 NC 282 3 0 -.005 0 -2.603e-5 NC NC 283 2 M33 1 0 -.P05 0 -2.603e-5 NC NC 284 2 0 -.212 0 -2.646e-5 812.663 NC 285 3 0 -.005 0 -2.6888-5 NC NC 286 2 M34 1 0 -.005 0 -2.6888-5 NC NC 287 2 0 -.341 0 -1.1388-4 776.762 NC 288 3 0 -.276 0 -2.0088-4 NC NC 289 2 M35 1 0 0 0 0 NC NC 290 2 -.002 0 .09 0 NC 1469.86 291 3 -.005 0 0 0 NC NC 292 2 M36 1 0 0 0 0 NC NC 293 2 -.002 0 -.09 0 NC 1469.121 294 3 -.005 0 0 0 NC NC 295 2 M45 1 0 -.003 0 0 NC NC 296 2 0 -.057 0 0 6638.844 NC 297 3 0 -.029 0 0 NC NC 298 2 M46 1 0 -.004 0 0 NC NC 299 2 0 -.055 0 0 7177.496 NC 300 3 0 -.03 0 0 NC NC 301 2 M47 1 0 -.029 0 0 NC NC 302 1 2 0 -.06 0 0 3067.535 NC 303 3 0 -.014 0 0 NC NC 304 2 M48 1 0 -.03 0 0 NC NC 305 2 0 -.046 0 0 4937.833 NC 306 3 0 -.014 0 0 NC NC 307 2 M51 1 0 -.002 0 0 NC NC 308 2 0 -.007 p 0 NC NC 309 3 0 -.021 0 0 5147.92 NC 310 2 M52 1 0 -.003 0 0 NC NC 311 2 0 -.02 0 0 NC NC 312 3 0 -.019 0 0 NC NC 313 2 M53 1 0 -.021 0 0 NC NC RISA-3D Version 10.0.1 [M:\...\...\...\CALCS\RISA\Sales 3rd Floor Framing.r3d] 95 Page 26 Company Designer Job Number BWE CC Jan 30, 2013 11:31 AM Checked By:_ Member Section Deflections (Continued) 314 2 0 -.068 0 0 3729.302 NC 315 3 0 -.02 0 0 NC NC 316 2 M54 1 0 -.019 0 0 NC NC 317 2 0 -.09 0 0 2558.199 NC 318 3 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0 0 NC NC 424 2 M72A 1 0 0 0 0 NC NC 425 2 -.02 0 0 0 NC NC 426 3 -.039 0 0 0 NC NC 427 2 M73 1 0 -.039 0 0 NC NC RISA-3D Version 10.0.1 [M:\...\.^^l.^\CALCS\RISA\SaJes 3rd Floor Framing.r3d] Page 28 Company Designer Job Number BWE CC Jan 30, 2013 11:31 AM Checked By:_ Member Section Deflections (Continued) 428 2 0 -.046 0 0 NC NC 429 3 0 -.051 0 0 NC NC 430 2 M74 1 0 -.052 0 1 0 NC NC 431 2 0 -.046 0 0 NC NC 432 3 0 -.039 0 0 NC NC 433 3 Bl 1 0 -.047 0 4.027e-4 NC NC 434 2 0 -.968 0 4.027e-4 533.945 NC 435 3 0 -.047 0 4.027e-4 NC NC 436 3 B2 1 0 -.181 0 -1.531 e-5 NC NC 437 2 0 -125 0 -1.648e-5 460.331 NC 438 3 0 -.181 0 -1.765e-5 NC NC 439 3 B3 1 0 -.27 0 -3.153e-4 NC NC 440 2 0 -1.191 0 -3.152e-4 533.945 NC 441 3 0 -.27 0 -3.151 e-4 NC NC 442 3 B4 1 0 -.034 0 2^258e-6 NC NC 443 2 0 -1.103 0 7.177e-5 460.331 NC 444 3 0 -.034 0 1.413e-4 NC NC 445 3 M5 1 0 -.048 0 0 NC NC 446 2 0 -.27 0 0 1093.979 NC 447 3 0 -.076 0 0 NC NC 448 3 M6 1 0 -.076 0 0 NC NC 449 2 0 -.18 0 0 1483.638 NC 450 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0 0 0 NC NC 851 2 -.009 0 i 0 0 NC NC 852 3 -.01 0 0 0 NC NC 853 4 : M71A 1 0 0 0 0 NC NC 854 2 -.037 -.014 0 0 NC NC 855 3 -.073 0 0 0 NC NC 856 4 M72A 1 0 0 0 0 NC NC 857 2 -.037 0 0 0 NC NC 858 3 -.073 0 0 0 NC NC 859 4 M73 1 0 -.073 0 0 NC NC 860 2 0 -.087 0 0 NC NC 861 3 0 -.099 0 0 NC NC 862 4 M74 1 0 -.099 0 0 NC NC 863 2 0 -.087 0 0 NC NC 864 3 0 -.073 0 0 NC NC 865 5 B1 1 0 -.155 0 -1661 e-4 NC NC 866 2 0 -3.604 0 -1.661 e-4 142.654 NC 867 3 0 -.155 0 -1661e-4 NC NC 868 5 B2 1 0 -.34 0 -2.07e-4 NC NC 869 2 0 -2.414 0 -2.084e-4 237.2 NC 870 3 0 -.34 0 -2.099e-4 NC NC 871 5 B3 1 0 -.775 0 -7.555e-4 NC NC 872 2 0 -4.223 0 -7.556e-4 142.654 NC 873 3 0 -.774 0 -7.558e-4 NC NC 874 5 B4 1 0 -.087 0 5.59e-6 NC NC 875 2 0 -2.622 0 1.777e-4 194.113 NC 876 3 0 -.087 0 3.497e-4 NC NC 877 5 M5 1 0 -.12 0 0 NC NC 878 2 0 -.774 0 0 360.327 NC 879 3 0 -.163 0 0 NC NC 880 5 M6 1 0 -.163 0 0 NC NC 881 2 0 -.336 0 0 818.562 NC 882 3 0 -.069 0 0 NC NC 883 5 M7 1 0 -.069 0 0 NC NC RiSA-3D Version 10.0.1 [M:\...\...\...\CALCS\RISA\Sales 3rd Floor Framing.r3d] 105 Page 36 Company Designer Job Number BWE CC Jan 30, 2013 11:31 AM Checked By:_ Member Section Deflections (Continued) 884 2 0 -.133 0 0 4628.834 NC 885 3 0 -.155 0 0 NC NC 886 5 M8 1 0 -.155 0 0 NC NC 887 2 0 -.133 0 0 4580.235 NC 888 3 0 -.069 0 0 NC NC 889 5 M9 1 0 -.069 0 0 NC NC 890 2 0 -.336 0 0 818.59 NC 891 3 0 -.164 0 0 NC NC 892 5 M10 1 0 -.164 0 0 NC NC 893 2 0 -.775 0 0 360.341 NC 894 3 0 -.12 0 0 NC NC 895 5 M21 1 0 -.072 0 0 NC NC 896 2 0 -.873 0 0 288.383 NC 897 3 0 -.093 0 0 NC NC 898 5 M22 1 0 -.072 0 0 NC NC 899 2 0 -.862 0 0 292.409 NC 900 3 0 -.093 0 0 NC NC 901 5 M23 1 0 -.093 0 0 NC NC 902 2 0 -.287 0 0 820.026 NC 903 3 0 -.041 0 0 NC NC 904 5 M24 1 0 -.093 0 0 NC NC 905 2 0 -.273 0 0 871.826 NC 906 3 0 -.041 0 0 NC NC 907 5 M25 1 0 -.041 0 0 NC NC 908 2 0 -.081 0 0 4561.624 NC 909 3 0 -.08 0 0 NC NC 910 5 M26 1 0 -.041 0 0 NC NC 911 2 0 -.081 0 0 4561.624 NC 912 3 0 -.08 0 0 NC NC 913 5 M27 1 0 0 0 0 NC NC 914 2 -.005 0 .163 0 NC 809.215 915 3 -.009 0 0 0 NC NC 916 5 M28 1 0 0 0 0 NC NC 917 2 -.004 0 -.163 0 NC 808.808 918 3 -.009 0 0 0 NC NC 919 5 M29 1 0 -.072 0 0 NC NC 920 2 0 -.531 0 0 342.39 NC 921 3 0 -.009 0 0 NC NC 922 5 M30 1 0 -.009 0 0 NC NC 923 2 0 -.384 0 0 447.403 NC 924 3 0 -.009 0 0 NC NC 925 5 M31 1 0 -.009 0 0 NC NC 926 2 0 -.405 0 0 427.637 NC 927 3 0 -.072 0 0 NC NC 928 5 M32 1 0 -.874 0 -5.776e-4 NC NC 929 2 0 -.932 0 -3.254e-4 342.39 NC 930 3 0 -.009 0 -7.315e-5 NC NC 931 5 M33 1 0 -.009 0 -7.315e-5 NC NC 932 2 0 -.384 0 -7.459e-5 447.403 NC 933 3 0 -.009 0 -7.602e-5 NC NC 934 5 M34 1 0 -.009 0 -7.602e-5 NC NC 935 2 0 -.8 0 -3.221 e-4 427.637 NC 936 3 0 -.863 0 -5.682e-4 NC NC 937 5 M35 1 0 0 0 0 NC NC 938 2 -.005 -.002 .163 0 NC 809.215 939 3 -.009 0 0 0 NC NC 940 5 M36 1 0 0 0 0 NC NC RISA-3D Version 10.0.1 [M:\...\...\. .\CALCS\RISA\Sales 3rd Floor Framing.r3d] 106 Page 37 Company Designer Job Number BWE CC Jan 30,2013 11:31 AM Checked By:_ Member Section Deflections (Continued) 941 2 -.004 -.002 1 -.163 1 0 NC 808.808 942 3 -.009 0 0 0 NC NC 943 5 M45 1 0 -.013 0 0 NC NC 944 2 0 -.186 0 0 2105.291 NC 945 3 0 -.096 0 0 NC NC 946 5 M46 1 0 -.017 0 0 NC NC 947 2 0 -.178 0 0 2279.706 NC 948 3 0 -.098 0 0 NC NC 949 5 M47 1 0 -.096 0 0 NC NC ^950 1 2 0 -.214 i 0 0 856.358 NC 951 3 0 -.052 0 0 NC NC 952 5 M48 1 0 -.098 0 0 NC NC 953 2 0 -.161 0 0 1397.234 NC 954 3 0 -.052 0 0 NC NC 955 5 M51 1 0 -.008 0 0 NC NC 956 2 0 -.022 0 0 6891.264 NC 957 3 0 -.066 0 0 1648.18 NC 958 5 M52 1 0 -.012 0 0 NC NC 959 2 0 -.064 0 0 3426.061 NC 960 3 0 -.061 0 0 NC NC 961 5 M53 1 0 -.066 0 0 NC NC 962 2 0 -.222 0 0 1150.164 NC 963 3 0 -.065 0 0 NC NC 964 5 M54 1 0 -.061 0 0 NC NC 965 2 0 -.293 0 0 785.863 NC 966 3 0 -.067 0 0 NC NC 967 5 M55 1 0 -.065 0 0 NC NC 968 2 0 -.2 0 0 797.888 NC 969 3 0 -.034 0 0 NC NC 970 5 M56 1 0 -.067 0 0 NC NC 971 2 0 -.201 0 0 797.888 NC 972 3 0 -.034 0 0 NC NC 973 5 M39 1 0 0 0 0 NC NC 974 2 -.004 .01 0 0 NC NC 975 3 -.008 0 0 0 NC NC 976 5 M40 1 -.008 0 0 0 NC NC 977 2 -.011 0 0 0 NC NC 978 3 -.013 0 0 0 NC NC 979 5 M41 1 0 0 0 0 NC NC 980 2 -.033 .054 0 0 2432.785 NC 981 3 -.066 0 0 0 NC NC 982 5 M42 1 -.066 0 0 0 NC NC 983 2 -.083 .043 0 0 3088.53 NC 984 3 -.1 0 0 0 NC NC 985 5 M43 1 0 0 0 0 NC NC 986 2 -.032 -.068 0 0 1941.673 NC 987 3 -.065 0 0 0 NC NC 988 5 M44 1 -.065 0 0 0 NC NC 989 2 -.08 0 0 0 NC NC 990 3 -.096 0 0 0 NC NC 991 5 M45A 1 0 0 0 0 NC NC 992 2 -.017 0 0 0 NC NC 993 3 -.034 0 0 0 NC NC 994 5 M46A 1 -.034 0 0 0 NC NC 995 2 -.043 0 0 0 NC NC 996 3 -.052 0 0 0 NC NC 997 5 M47A 1 0 0 0 0 NC NC RISA-3D Version 10.0.1 [M:\...\...\. .\CALCS\RISA\Sales 3rd Floor Framing.r3d] 107 Page 38 Company Designer Job Number BWE CC Jan 30,2013 11:31 AM Checked By:_ Member Section Deflections (Continued) 998 2 -•036 0 0 0 • NC NC 999 3 -•072 0 0 0 NC NC 1000 5 M48A 1 -.072 0 0 0 I NC NC 1001 2 -•096 0 0 ! 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6 M61 1 0 0 0 0 NC NC 1250 2 -.013 0 0 0 NC NC 1251 3 -.026 0 0 0 NC NC 1252 6 M62 1 -.026 0 0 0 NC NC 1253 2 -.032 0 0 0 NC NC 1254 3 -.039 0 0 0 NC NC 1255 6 M63 1 0 0 0 0 NC NC 1256 2 -.024 -.008 0 0 NC NC 1257 3 -.047 0 0 0 NC NC 1258 6 M64 1 -.047 0 0 0 NC NC 1259 2 -.061 .033 0 0 4010.271 NC 1260 3 -.074 0 0 0 NC NC 1261 6 M65 1 0 0 0 0 NC NC 1262 2 -.036 -.058 0 0 2286.764 NC 1263 3 -.072 0 0 0 NC NC 1264 6 M66 1 -.072 0 0 0 NC NC 1265 2 -.099 .058 0 0 2286.764 NC 1266 3 -.126 0 0 0 NC NC 1267 6 M67 1 0 0 0 0 NC NC 1268 2 -.016 .067 0 0 1961.651 NC 1269 3 -.032 0 0 0 NC NC 1270 6 M68 1 -.032 0 0 0 NC NC 1271 2 -.043 -.067 0 0 1962.103 NC 1272 3 -.054 0 0 0 NC NC 1273 6 M69 1 0 0 0 0 NC NC 1274 2 -.03 0 0 0 NC NC 1275 3 -.061 0 0 0 NC NC 1276 6 M70 1 -.061 0 0 0 NC NC 1277 2 -.089 0 0 0 NC NC 1278 3 -.118 0 0 0 NC NC 1279 6 M71 1 0 0 0 0 NC NC 1280 2 -.004 .027 0 0 4840.977 NC 1281 3 -.008 0 0 0 NC NC 1282 6 M72 1 -.008 0 0 0 NC NC RISA-3D Version 10.0.1 lM:\...\...\...\CALCS\RISA\Sales 3rd Floor Framing.r3d] Page 43 Company Designer Job Number BWE CC Jan 30,2013 11:31 AM Checked By:_ Member Section Deflections (Continued) 1283 2 -.01 0 0 0 NC NC 1284 3 -.011 0 0 0 NC NC [1285 6 M71A 1 0 0 0 0 NC NC 1286 2 -.034 -.013 0 0 NC NC 1287 3 -.068 0 0 0 NC NC 1288 6 M72A 1 0 0 0 0 NC NC 1289 2 -.034 0 0 0 NC NC 1290 3 -.068 0 0 0 NC NC 1291 6 M73 1 0 -.068 0 0 NC NC 1292 2 0 -.08 0 0 NC NC 1293 3 0 -.092 0 0 L NC NC _ 1294 6 M74 1 0 -.092 0 0 NC NC 1295 2 0 -.08 0 0 NC NC 1296 3 0 -.068 0 0 NC NC 1297 7 Bl 1 0 -.044 0 2.127e-4 NC NC 1298 2 0 -.962 0 2.127e-4 536.256 NC 1299 3 0 -.044 0 2.127e-4 NC NC 1300 7 B2 1 0 -.138 0 -3.586e-5 NC NC 1301 2 0 -.94 0 -3.669e-5 613.775 NC 1302 3 0 -.138 0 -3.751 e-5 NC NC 1303 7 B3 1 0 -.242 0 -2.644e-4 NC NC 1304 2 0 -1.16 0 -2.644e-4 536.256 NC 1305 3 0 -.242 0 -2.643e-4 NC NC 1306 7 B4 1 0 -.028 0 1.998e-6 NC NC 1307 2 0 -.83 0 6.35e-5 613.775 NC 1308 3 0 -.028 0 1.25e-4 NC NC 1309 7 M5 1 0 -.041 0 0 NC NC 1310 2 0 -.242 0 0 1192.505 NC 1311 3 0 -.061 0 0 NC NC 1312 7 M6 1 0 -.061 0 0 NC NC 1313 2 0 -.137 0 0 1978.195 NC 1314 3 0 -.031 0 0 NC NC 1315 7 M7 1 0 -.031 0 0 NC NC 1316 2 0 -.048 0 0 8976.19 NC 1317 3 0 -.044 0 0 NC NC 1318 7 M8 1 0 -.044 0 0 NC NC 1319 2 0 -.048 0 0 9222.433 NC 1320 3 0 -.031 0 0 NC NC 1321 7 M9 1 0 -.031 0 0 NC NC 1322 2 0 -.137 0 0 1978.224 NC 1323 3 0 -.061 0 0 NC NC 1324 7 MIO 1 0 -.061 0 0 NC NC 1325 2 0 -.242 0 0 1192.525 NC 1326 3 0 -.041 0 0 .NC NC 1327 7 M21 1 0 -.026 0 0 NC NC 1328 2 0 -.399 0 0 618.94 NC 1329 3 0 -.036 0 0 NC NC 1330 7 M22 1 0 -.026 0 0 NC NC 1331 2 0 -.396 0 0 623.63 NC 1332 3 0 -.036 0 0 NC NC 1333 7 M23 1 0 -.036 0 0 NC NC 13341 2 0 -.139 0 0 1615.975 NC 1335 3 0 -.019 0 0 NC NC 1336 7 M24 1 0 -.036 0 0 NC NC 1337 2 0 -.132 0 0 1715.546 NC 1338 3 0 -.019 0 0 NC NC 1339 7 M25 1 0 -.019 0 0 NC NC RISA-3D Version lO.O^I [M:\^^.\...\. .\CALCS\RISA\Sales 3rd Floor Framing.r3dl 113 Page 44 Company Designer Job Number BWE CC Jan 30, 2013 11:31 AM Checked By:_ Member Section Deflections (Continued) 1340 2 0 -.032 0 0 8976.19 NC 1341 3 0 -.023 0 0 NC NC 1342 7 M26 1 0 -.019 0 0 NC NC 1343 2 0 -.032 0 0 i 8976.19 NC 1344 3 0 -.023 0 0 NC NC 1345 7 M27 1 0 0 0 0 NC NC 1346 2 -.001 0 .042 0 NC 3179.434 1347 3 -.002 0 0 0 NC NC 1348 7 M28 1 0 0 0 0 NC NC 1349 2 -.001 0 -.042 0 NC 3177.835 1350 3 -.002 0 i 0 0 NC NC 1351 7 M29 1 0 -.026 0 0 NC NC 1352 2 0 -.139 0 0 1345.265 NC- 1353 3 0 -.002 0 0 NC NC 1354 7 M30 1 0 -.002 0 0 NC NC 1355 2 0 -.098 0 0 1757.861 NC 1356 3 0 -.002 0 0 NC NC 1357 7 M31 1 0 -.002 0 0 NC NC 1358 2 0 -.107 0 0 1680.203 NC 1359 3 0 -.026 0 0 NC NC 1360 7 M32 1 0 i -.4 0 -2.487e-4 NC NC 1361 2 0 -.326 0 -1401 e-4 1345.265 NC 1362 3 0 -•002 0 -3.152e-5 NC NC 1363 7 M33 1 0 -•002 0 -3.152e-5 NC NC 1364 2 0 -.098 0 -3.221 e-5 1757.861 NC 1365 3 0 -.002 0 -3.291 e-5 NC NC 1366 7 M34 1 0 -.002 0 -3.291 e-5 NC NC 1367 2 0 -.292 0 -1.395e-4 1680.203 NC 1368 3 0 -.397 0 -2.461 e-4 NC NC 1369 7 M35 1 0 0 0 0 NC NC 1370 2 -.001 0 •042 0 NC 3179.434 1371 3 -.002 0 0 0 NC NC 1372 7 M36 1 0 0 0 0 NC NC 1373 2 -.001 0 -.042 0 NC 3177.835 1374 3 -.002 0 0 0 NC NC 1375 7 M45 1 0 -.006 0 0 NC NC 1376 2 0 -.088 0 0 4451.887 NC 1377 3 0 -•046 0 0 NC NC 1378 7 M46 1 0 -.007 0 0 NC NC 1379 2 0 -.084 0 0 4816.974 NC 1380 3 0 -.047 0 0 NC NC 1381 7 M47 1 0 -.046 0 0 NC NC 1382 2 0 -.105 0 0 1717.013 NC 1383 3 0 -.025 0 0 NC NC 1384 7 M48 1 0 -.047 0 0 NC NC 1385 2 0 -.078 0 0 2820.807 NC 1386 3 0 -.025 0 0 NC NC 1387 7 M51 1 0 -.003 0 0 NC NC 1388 2 0 -.01 0 0 NC NC 1389 3 0 -.031 0 0 3463.678 NC 1390 7 M52 1 0 -•005 0 0 NC NC 1391 2 0 -.03 0 0 7287.369 NC 1392 3 0 -.029 0 0 NC NC 1393 7 M53 1 0 -.031 0 0 NC NC 1394 2 0 -.105 0 0 2430.852 NC 1395 3 0 -.031 0 0 NC NC 1396 7 M54 1 0 -.029 0 0 NC NC RISA-3D Version 10.0.1 [M:\...\...\. ..\CALCS\RISA\Sales 3rd Floor Framing.r3d] 114 Page 45 Company Designer Job Number BWE CC Jan 30, 2013 11:31 AM Checked By:_ Member Section Deflections (Continued) 1397] 2 0 -.139 0 0 1659.602 NC 1398 3 0 -.032 0 1 0 NC NC 1399 7 M55 1 0 -.031 0 0 NC NC 1400 2 0 i -.095 0 0 1673.115 NC 1401 3 0 -.016 0 0 NC NC 1402 7 M56 1 0 -.032 0 0 NC NC 1403 2 0 -.096 0 0 1673.115 NC 1404 3 0 -.016 0 0 NC NC 1405 7 M39 1 0 0 0 0 NC NC 1406 2 -.002 .005 0 0 NC NC 1407i 3 -.003 0 0 0 NC NC 1408 7 M40 1 -.003 0 0 0 NC NC 1409 2 -.005 0 0 0 NC NC 1410 3 -.006 0 0 0 NC NC 1411 7 M41 1 0 0 0 0 NC ! NC 1412 2 -.016 .026 0 0 1 5102.063 NC 1413 3 -.031 0 0 0 NC NC 1414: 7 M42 1 -.031 0 0 0 NC NC 1415 2 -.039 .02 0 0 6468.256 NC 1416 3 -.047 0 0 0 NC NC 1417 7 M43 1 0 0 0 0 NC NC 1418 2 -.015 -.032 0 0 4128.074 NC 1419 3 -.031 0 0 0 NC NC 1420 7 M44 1 -.031 0 0 0 NC NC 1421 2 -.038 0 0 0 NC NC 1422 3 -.046 0 0 0 NC NC 1423 7 M45A 1 0 0 0 0 NC NC 1424 2 -.008 0 0 0 NC NC 1425 3 -.016 0 0 0 NC NC 1426 7 M46A 1 -.016 0 0 0 NC NC 1427 2 -.02 0 0 0 NC NC 1428! 3 -.025 0 0 0 NC NC 1429! 7 M47A 1 0 0 0 0 NC NC 1430! 2 -.013 0 0 0 NC NC 1431 1 3 -.026 0 0 0 NC NC 1432 7 M48A 1 -.026 0 0 0 NC NC 1433 2 -.033 0 0 0 NC NC 1434 3 -.041 0 0 0 NC NC 1435 7 M49A 1 0 0 0 0 NC NC 1436 2 -.018 -.041 0 0 3235.618 NC 1437 3 -.036 0 0 0 NC NC 1438 7 M50A 1 -.036 0 0 0 NC NC 1439 2 -.049 .041 0 0 3236.974 NC 1440 3 -.061 0 0 0 NC NC 1441 7 M51A 1 0 0 0 0 NC NC 1442 2 -.012 0 0 0 NC NC 1443 3 -.023 0 0 0 NC NC 1444 7 M52A 1 -.023 0 0 0 NC NC 1445 2 -.034 .005 0 0 NC NC 1446 3 -.044 0 0 0 NC NC 1447 7 M53A 1 0 0 0 0 NC NC 1448 2 -.009 .048 0 0 2745.791 NC 1449 3 -.019 0 0 0 NC NC 1450 7 M54A 1 -.019 0 0 0 NC NC 1451 2 -.025 0 0 0 NC NC 1452 3 -.031 0 0 0 NC NC 1453 7 M57 1 0 0 0 0 NC NC RISA-3D Version 10.0.1 [M:\...\...\...\CALCS\RISA\Sales 3rd Floor Framing.r3d] 115 Page 46 Company Designer Job Number BWE CC Jan 30, 2013 11:31 AM Checked By:_ Member Section Deflections (Continued) 1454 1 2 1 -.013 0 0 0 NC NC 1455 3 ! -.026 0 0 0 NC NC 1456 7 M58 1 -.026 0 0 0 NC NC 1457 2 -.033 0 0 0 NC NC 1458 3 -.041 0 0 0 NC NC 1459 7 M59 1 0 0 0 0 NC NC 1460 2 -.016 0 0 0 NC NC 1461 3 -.032 0 0 0 NC NC 1462 7 M60 1 -.032 0 0 0 NC NC 1463 2 -.039 0 0 0 NC NC 1464 3 -.047 0 0 0 NC NC 1465 7 M61 1 0 0 0 0 NC NC 1466 2 ! -.008 0 0 0 NC NC 1467 3 -.016 0 0 0 NC NC 1468 7 M62 1 -.016 0 0 0 NC NC 1469 2 -.02 0 0 0 NC NC 1470 3 -.025 0 0 0 NC NC 1471 7 M63 1 0 0 0 0 NC NC 1472 2 i -.014 -.005 0 0 NC NC 1473 3 -.029 0 0 0 NC NC 1474 7 M64 1 -.029 0 0 0 NC NC 1475 2 -.037 .02 0 0 6615.922 NC 1476 3 -.045 0 0 0 NC NC 1477 7 M65 1 0 0 0 0 NC NC 1478 2 -.018 -.039 0 0 34017 NC 1479 3 -.036 0 0 0 NC NC 1480 7 M66 1 -.036 0 0 0 NC NC 1481 2 -.049 .039 0 0 3401.7 NC 1482 3 -.061 0 0 0 NC NC 1483 7 M67 1 0 0 0 0 NC NC 1484 2 1 -.009 .043 0 0 3071.613 NC 1485 3 1 -.019 0 0 0 NC NC 1486 7 M68 1 -.019 0 0 0 NC NC 1487 2 -.025 -.043 0 0 3072.321 NC 1488 • 3 -.031 0 0 0 NC NC 1489 7 M69 1 0 0 0 0 NC NC 1490 2 -.012 0 0 0 NC NC 1491 3 -.023 0 0 0 NC NC 1492 7 M70 1 -.023 0 0 0 NC NC 1493 2 -.034 0 0 0 NC NC 1494 3 -.044 0 0 0 NC NC 1495 7 M71 1 0 0 0 0 NC NC 1496 2 -.003 .016 0 0 8073.571 NC 1497 3 -.005 0 0 0 NC NC 1498 7 M72 1 -.005 0 0 0 NC NC 1499 2 -.006 0 0 0 NC NC 1500 3 -.007 0 0 0 NC NC 15P1 7 M71A 1 0 0 0 0 NC NC 1502 2 -.014 -.006 0 0 NC NC 1503 3 -.028 0 0 0 NC NC 1504 7 M72A 1 0 0 0 0 NC NC 1505 2 -.014 0 0 0 NC NC 1506 3 -.028 0 0 0 NC NC 1507 7 M73 1 0 -.028 0 0 NC NC 1508 2 0 -.035 0 0 NC NC 1509 3 0 -.041 0 0 NC NC 1510 7 M74 1 0 -.041 0 0 7697.717 NC RISA-3D Version 10.0.1 [M:\...\...\...\CALCS\RISA\Sales 3rd Floor Framing.r3d] 116 Page 47 Company : BWE Jan 30, 2013 Designer : CC 11:31 AM Job Number Checked Bv: Member Section Deflections (Continued) LC Member Label Sec xfin] V fin] zfinl x Rotatefrad] (nl L/v Ratio (n) L/z Ratio 1511 1 2 0 1 -.035 0 0 NC NC 1512 t 3 0 i -.028 0 ! 0 NC NC Load Combinations 1 1.2D + 1.6L -t-0.5Lr Yes Y 1 1.2 2 1.6 3 1.2 4 .5 2 D Yes Y 1 1 3 1 3 Floor Live Yes Y 2 1 4 Deflection 1 Yes Y 1 1 2 1 3 1 5 1.2D-HL-H 1.6Lr Yes Y 1 1.2 2 1 3 1.2 4 16 6 Deflection 2 Yes Y 1 1 2 .75 3 1 4 .75 7 Floor and Roof Live Yes Y 2 .75 4 .75 Joint Loads and Enforced Displacements (BLC 4: Roof Live) 1 N64 L Y -1.5 2 N58 L Y -1.5 3 N63 L Y -1.5 4 N60 L Y -15 5 N8 L Y -1.5 6 N7 L Y -15 Member Point Loads (BLC 1: Floor Dead) Member Label Direction Magnitudefk.k-ft] Locationfft.%] M45 Y -2.08 11 M46 Y -2.08 11 M47 Y -4.9 M48 -4.9 M53 Y -2.08 M54 Y -2.08 M55 Y -4.9 M56 Y -4.9 Member Point Loads (BLC 2: Floor Live) 1 M45 Y -5.2 11 2 M46 Y -5.2 11 3 M47 Y -1183 4 4 M48 Y -11.83 4 5 M55 Y -1183 4 6 M56 Y -11.83 4 7 M53 Y -5.2 4 8 M54 Y -5.2 4 Member Distributed Loads (BLC 1: Floor Dead) Member Label Direction Start Magnitudefk/ft. F] End Magnitudefk/ft. F] Start Locationtft.%] End Locationfft.%] B2_ .416 -.416 _B4_ -.64 .64 _B3 -.6 -.6 _B1 Y -.6 Y -.19 .19 RISA-3D Version 10.0.1 [M:\...\...\...\CALCS\RISA\Sales 3rd Floor Framing.r3d] 117 Page 48 Company Designer Job Number BWE CC Jan 30, 2013 11:31 AM Checked By:_ Member Distributed Loads (BLC 1: Floor Dead) (Continued) 6 M9 Y -•19 -.19 0 0 7 MIO Y -.19 -.19 0 0 8 M7 Y -.19 -.19 0 0 9 M6 Y -.19 -.19 0 0 10 M5 Y -.19 -.19 0 0 11 M45 Y -.35 -.35 0 0 12 M47 Y -.19 -.19 0 0 13 M46 Y -.35 -.35 0 0 14 M48 Y -.19 -.19 0 0 15 M32 Y -.25 -.25 0 0 16 M29 Y -.25 -.25 0 0 17 M30 Y -.25 -.25 0 0 18 M31 Y -.25 -.25 0 0 19 M33 Y -.25 -.25 0 0 20 M34 Y -.25 -.25 0 0 21 M21 Y -.355 -.355 0 9 22 M22 Y -.355 -.355 0 9 23 M21 Y -.2 -.2 9 19 24 M22 Y -.2 -.2 9 19 25 M23 Y -.2 -.2 0 0 26 M25 Y -.2 -.2 0 0 27 M26 Y -.2 -.2 0 0 28 M24 Y -.2 -.2 0 0 29 M51 Y -•35 -.35 0 0 30 M52 Y -.35 -.35 0 0 31 M55 Y -.35 -.35 0 0 32 M56 Y -.35 -.35 0 0 33 M53 Y -.35 -.35 0 0 34 M54 Y -•35 -.35 0 0 Member Distributed Loads (BLC 2 : Floor Live) Member Label Direction Start Magnitudefk/ft.F] End Magnitudefk/ft.F] Start Locationtft.%] End Locationfft.%] B2 -.624 -.624 .Bi. •696 -.696 B3 -.696 .696 B4 -.624 -.624 M8 -.56 -.56 M9 -.56 .56 MIO •56 •56 M7 Y .56 _M6_ .56 -.56 10 M5 Y -.56 •56 VL JM7_ 12 M48 -.5 13 M45 -.75 -.75 14 M46 •75 J5_ J5^ M25 -•56 -.56 16 _M23_ •56 .56 M26 .56 -.56 18 M24 -.56 -.56 19 M21 -.56 -.56 19 20, M22 -.56 -.56 19 21 M21 -108 -108 22. _M22_ -108 -1.08 23 M32 .16 -.16 24 M33 -.16 .16 25 M34 .16 -.16 RISA-3D Version 10.0.1 [M:\...\...\...\CALCS\RISA\Sales 3rd Floor Framing.r3d] 118 Page 49 Company Designer Job Number BWE CC Jan 30, 2013 11:31 AM Checked By:_ Member Distributed Loads (BLC 2 : Floor Live) (Continued) Member Label Direction Start Maanitudefk/ft.Fl End Maanitudefk/ft.F] Start Locationfft,%l End Locationfft,%l 26 M29 Y -.16 -.16 0 0 27 M30 Y -.16 -.16 0 0 28 M31 Y -.16 -.16 0 0 29 M51 Y -.75 -.75 0 0 30 M53 Y -.75 -.75 0 0 31 M54 Y -.75 -.75 0 0 32 M52 Y -.75 -.75 0 0 33 M55 Y -.56 -.56 0 0 34 M56 Y -.56 -.56 0 0 Member Distributed Loads (BLC 3 • Roof Dead) Member Label Direction Start Maanitudefk/ft.F] End Maqnitudefk/ft.l^ Start Locationfft.%] End Locationfft.%] 1 B3 Y -.594 -.594 0 0 2 Bl Y -.594 -.594 0 0 Member Distributed Loads (BLC 4 : Roof Live) Member Label Direction Start Magnitudefk/ft.F], End Magnitudefk/ft. 1^ Start Locationfft.%] End Locationtft.%] B3 Y -.228 .228 0 B1 -.228 -.228 RISA-3D Version 10.0.1 [M:\...\...\...\CALCS'iRISA\Saies 3rd Floor Framing.r3d] 119 Page 50 DATS. -CNOK S08 NO. rm I Pl ROOF LL ^ Ftoo^.. PL. ^ li'l ' t'D K«.eA"> (j?uQ ^-^ "TIC f ^- 120 DATE_ ENGR. 'r.c" RS 5HI;ET. JOI NO. PRCJECT 2r7 4--•5 ^ "FLTOI? Pt. 121 >ATE. ENGR. ENGINE E RS S H £ £ T_ JOB NO. 2 + Ci0(jl.2~ ST€^t Cot. 122 Factored LC: 1.2D + 1.6L + 0.5Lr: Max Reactions Plan FackHMl LC: 1.2D « * 0 JLr Usw Unmt; UMT NOM: Ufr Dln<«Hloa«: Orawtng ImpofI: UMTLIUM; Usaf N«l«*; UsarlMfnMwIan*; ElnnMifc VM EhniiMi Blioa; WM BwiMt AboM; VIM B«i«H OuHra Onir, Col^^ Scal»1:1U Factm4 LC: 1 JD «IM. * O.SLr. ttocHoa Pio*: (Catamn B«lDiirHFr.F>.Fi,MrJ«sjaiKMas Ft CoiMMI Podium3lab..02„2012_B(ample.cpt -10/15/2012 F!i«iii»ir 5 ff»C.5W9 5=. "9 "21 N) , 4' j.<S .A Factored LC: 1.2D -^ 1.6L + O.SLr: Max Reactions Plan - 37 ENGINEERS SH6e T JOB NC, PS-OJECT H' IMF. To ^r#iU 01^ 0 <d'h As, (PILL- Be ^-lyf^ep 0 124 Boise Cascade BC CALC® Design Report - US Build 1757 Job Name: Address: City, State, Zip: Carlsbad, CA Customer: Code reports: ESR-1336 Marbrisa Sales Building Single 11-7/8" BCI® 90-2.0 DF 1 span I No cantilevers | 0/12 slope 16 OCS I Non-Repetitive | Glued & nailed construction File Name: Sales Description: Designs\J02 Corridor Specifier: Designer: CC Company: BWE Misc: Deslgns\J02 Corridor Thursday, December 20, 2012 * ™ w w -y 4- T -ff >, w 1 , » V V <*• W •> F ^ W -9- BO 81 Total Horizontal Product Length = 16-00-00 Reaction Summary (Down / Uplift) {ibs) Bearing Live Dead Snow Wind BO, 2-1/2" 853/0 427 /0 81, 2-1/2" 853/0 427/0 Live Dead Load Summary Tag Description Load Type Ref. start End 100% 90% 1 Standard Load Unf. Area (lb/ft'^2) L 00-00-00 16-00-00 80 40 Controls Summary Value % Allowable Duration Case Location Pos. Moment 4,948 ft-lbs 51.8% 100% 1 08-00-00 End Reaction 1,280 Ibs 807% 100% 1 00-00-00 End Shear 1,247 Ibs 58% 100% 1 00-02-08 Total Load Defl. L/521 (0.362") 46.1% n/a 1 08-00-00 Live Load Defl. L/781 (0.242") 61.4% n/a 2 08-00-00 Max Defl. 0.362" 36.2% n/a 1 08-00-00 Span / Depth 15.9 n/a n/a 0 00-00-00 Roof Live Snow Wind Roof Live 115% 0% 125% OCS Bearing Supports Dim. (L X W) Value % Allow Support % Allow Member Material BO 81 Notes Wall/Plate 2-1/2" x 3-1/2" 1,280 Ibs Wall/Plate 2-1/2" x 3-1/2" 1,280 Ibs n/a n/a 807% 80.7% Unspecified Unspecified Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume member is fully laterally braced. Composite El value based on 23/32" thick OSB sheathing glued and nailed to member. 16 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FF?AMER® , AJS™, ALLJOIST® , BC RIM BOARD™, BCI® , BOISE GLULAM™, SIMPLE FRAMING SYSTEM® , VERSA-LAM®, VERSA-RIM PLUS® , VERSA-RIM®, VERSA-STRAND®, VERSA-STUD® are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 1 125 Boise Cascade Single 3-1/2" x 11-7/8" VERSA-LAM® 2.0 3100 DF Deslgns\2nd Floor 3.5x12 Thursday, December 20, 2012 BC CALC® Design Report - US Build 1757 Job Name: Marbrisa Sales Building Address: City, State, Zip: Carlsbad, CA Customer: Code reports: ESR-1040 1 span I No cantilevers | 0/12 slope 07-00-00 OCS File Name: Sales Description: Designs\2nd Floor 3.5x12 Specifier: Designer: CC Company: BWE Misc: ,„ ... „, ... ^ „. ., •I.i ... ... ..^ .... ™ 4- * .... ^. BO 14-00-00 Total Horizontal Product Length = 14-00-00 B1 Reaction Summary (Down / Uplift) (ibs ) Bearing Live Dead Snow Wind Roof Live 80,3-1/2" 81,3-1/2" 3,920 / 0 3,920 / 0 2,035 / 0 2,035 / 0 Live Dead Load Summary Taq Description Load Type Ref. Start End 100% 90% 1 Standard Load Unf. Area (lb/ft'^2) L 00-00-00 14-00-00 80 40 Controls Summary Value % Allowable Duration Case Location Pos. Moment 19,499 ft-lbs 91.7% 100% 1 07-00-00 End Shear 4,865 Ibs 61.6% 100% 1 01-03-06 Total Load Defl. L/247 (0.659") 97.3% n/a 1 07-00-00 Live Load Defl. L/375 (0.434") 96.1% n/a 2 07-00-00 Max Defl. 0.659" 65.9% n/a 1 07-00-00 Span / Depth 13.7 n/a n/a 0 00-00-00 % Allow % Allow Bearing Supports Dim. (L X W) Value Support Member Material 80 Post 3-1/2" X 3-1/2" 5,955 Ibs n/a 64.8% Unspecified 81 Post 3-1/2" X 3-1/2" 5,955 lbs n/a 64.8% Unspecified Notes Snow Wind Roof Live 115% 0% 125% OCS Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume member is fully laterally braced. 07-00-00 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Instaiiation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER® , AJS™, ALLJOIST® , BC RIM BOARD™, BCI® , BOISE GLULAM™, SIMPLE FRAMING SYSTEM® , VERSA-LAM®, VERSA-RIM PLUS® . VERSA-RIM®, VERSA-STRAND®, VERSA-STUD® are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 1 126 I Boise Cascade Single 3-1/2" x 16" VERSA-LAM® 2.0 3100 DF Deslgns\2nd Floor 3.5x16 Thursday, December 20, 2012 8C CALC® Design Report - US Build 1757 Job Name: Marbrisa Sales Building Address: City, State, Zip: Carlsbad, CA Customer: Code reports: ESR-1040 1 span I No cantilevers | 0/12 slope 07-00-00 OCS File Name: Sales Description: Designs\2nd Floor 3.5x16 Specifier: Designer: CC Company: BWE Misc: « si- <»- i • » ^ •» .<K ^ V V .<> ..H. -^y ...... .K:- -S>: ^. t?m\^^ •:t::^^mi^mmm r BO 14-00-00 Total Horizontal Product Length = 14-00-00 B1 Reaction Summary (Down / Uplift) (ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 81,3-1/2" Load Summary Tag Description 3,920 / 0 3,920 / 0 Load Type 2,061 / 0 2,061 / 0 Ref. start End Live Dead Snow Wind Roof Live 100% 90% 115% 0% 125% ocs Standard Load Unf. Area (lb/ft'^2) L 00-00-00 14-00-00 80 40 Controls Summary Value % Allowable Duration Case Location Pos. Moment 19,584 ft-lbs 52.4% 100% 1 07-00-00 End Shear 4,592 Ibs 43.2% 100% 1 01-07-08 Total Load Defl. L/601 (0.271") 40% n/a 1 07-00-00 Live Load Defl. L/916 (0.177") 39.3% n/a 2 07-00-00 Max Defl. 0.271" 27.1% n/a 1 07-00-00 Span / Depth 10.2 n/a n/a 0 00-00-00 % Allow % Allow Bearing Supports Dim. {L X W) Value Support Member Material 80 Post 3-1/2" X 3-1/2" 5,981 lbs n/a 65.1% Unspecified 81 Post . 3-1/2" X 3-1/2" 5,981 Ibs n/a 65.1% Unspecified Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume member is fully laterally braced. 07-00-00 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code-accepted design properties and analysis methods, installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER® , AJS™, ALLJOIST® , BC RIM BOARD™, BCI® , BOISE GLULAM™, SIMPLE FRAMING SYSTEM®, VERSA-LAM®, VERSA-RIM PLUS®, VERSA-RIM®, VERSA-STRAND®, VERSA-STUD® are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 1 127 Boise Cascade BC CALC® Design Report - US Build 1757 Job Name: Marbrisa Sales Building Address: City, State, Zip: Carlsbad, CA Customer: Code reports: ESR-1040 Single 3-1/2" x 9-1/2" VERSA-LAM® 2.0 3100 DF Deslgns\2nd Floor 3.5x9.5 Thursday, December 20, 2012 1 span I No cantilevers | 0/12 slope 05-00-00 OCS File Name: Sales Description: Designs\2nd Floor 3.5x9.5 Specifier: Designer: CC Company: BWE Misc: BO 12-00-00 Total Horizontal Product Length = 12-00-00 I Bl Reaction Summary (Down / Uplift) < ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 81,3-1/2" 2,400 / 0 2,400/0 1,251/0 1,251/0 Load Summary Tag Description Load Type Live Dead Ref. Start End 100% 90% Snow Wind Roof Live 115% 0% 125% ocs 1 Standard Load Unf. Area (lb/ft'^2) L 00-00-00 12-00-00 80 40 Controls Summary Value % Allowable Duration Case Location Pos. Moment 10,133 ft-lbs 72.6% 100% 1 06-00-00 End Shear 2,992 Ibs 47.4% 100% 1 01-01-00 Total Load Defl. L/285 (0.486") 84.2% n/a 1 06-00-00 Live Load Defl. L/434 (0.319") 83% n/a 2 06-00-00 Max Defl. 0.486" 48.6% n/a 1 06-00-00 Span / Depth 14.6 n/a n/a 0 00-00-00 % Allow % Allow Bearing Supports Dim. (L X W) Value Support Member Material BO Post 3-1/2" X 3-1/2" 3,651 lbs n/a 39.7% Unspecified Bl Post 3-1/2" X 3-1/2" 3,651 lbs n/a 397% Unspecified Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume member is fully laterally braced. 05-00-00 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER® , AJS™, ALLJOIST® , BC RIM BOARD™, BCI® , BOISE GLULAM™, SIMPLE FRAMING SYSTEM® , VERSA-LAM®, VERSA-RIM PLUS® , VERSA-RIM®, VERSA-STRAND®, VERSA-STUD® are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 1 128 Boise Cascade BC CALC® Design Report - US Build 1757 Job Name: Marbrisa Sales Building Address: City, State, Zip: Carisbad, CA Customer: Code reports: ESR-1040 Single 5-1/4" x 16" VERSA-LAM® 2.0 3100 DF Designs\2nd Floor 5.25x16 Thursday, December 20, 2012 1 span I No cantilevers | 0/12 slope 05-00-00 OCS File Name: Sales Description: Designs\2nd Floor 5.25x16 Specifier: Designer: CC Company: BWE Misc: BO 20-00-00 Total Horizontal Product Length = 20-00-00 i B1 Reaction Summary (Down / Uplift) (ibs) Bearing Live Dead Snow Wind Roof Live 80, 3-1/2" 81,3-1/2" 4,000 / 0 4,000 / 0 2,216/0 2,216/0 Load Summary Tag Description Load Type Live Dead Ref. Start End 100% 90% Snow Wind Roof Live 115% 0% 125% ocs 1 standard Load Unf. Area (lb/ft'^2) L 00-00-00 20-00-00 80 40 Controls Summary Value % Allowable Duration Case Location Pos. Moment 29,671 ft-lbs 52.9% 100% 1 10-00-00 End Shear 5,206 Ibs 32.6% 100% 1 01-07-08 Total Load Defl. L/412 (0.569") 58.2% n/a 1 10-00-00 Live Load Defl. L/640 (0.366") 56.2% n/a 2 10-00-00 Max Defl. 0.569" 56.9% n/a 1 10-00-00 Span / Depth 14.7 n/a n/a 0 00-00-00 % Allow % Allow Bearing Supports Dim. (L X W) Value Support Member Material BO Post 3-1/2" X 3-1/2" 6,216 Ibs n/a 45.1% Unspecified 81 Post 3-1/2" X 3-1/2" 6,216 Ibs n/a 45.1% Unspecified Cautions Member is not fully supported at post 80. A connector is required at this bearing. Member is not fully supported at post 81. A connector is required at this bearing. Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume member is fully laterally braced. 05-00-00 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER® , AJS™, ALLJOIST® , BC RIM BOARD™, BCI® , BOISE GLULAM™, SIMPLE FRAMING SYSTEM® , VERSA-LAM®, VERSA-RIM PLUS® , VERSA-RIM®, VERSA-STRAND®, VERSA-STUD® are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 1 129 Boise Cascade Single 5-1/4" x 18" VERSA-LAM® 2.0 3100 DF Designs\2nd Floor 5.25x18 Thursday, December 20, 2012 8C CALC® Design Report - US Build 1757 Job Name: Marbrisa Sales Building Address: City, State, Zip: Carlsbad, CA Customer: Code reports: ESR-1040 1 span I No cantilevers | 0/12 slope 06-06-00 OCS File Name: Sales Description: Designs\2nd Floor 5.25x18 Specifier: Designer: CC Company: BWE Misc: j .,. , ., ... ... :. i i 1 . «Sf ts? •^s' w <ff -fi' -& -i? w ^- -w. •4- -V >i i BO 24-00-00 Total Horizontal Product Length = 24-00-00 B1 Reaction Summary (Down / Uplift) {ibs) Bearing Live Dead Snow Wind Roof Live 80, 3- B1,3- 1/2" 1/2" 6,240 / 0 6,240 / 0 3,411 /O 3,411/0 Live Dead Load Summary Tag Description Load Type Ref. Start End 100% 90% 1 Standard Load Unf. Area (lb/ft'^2) L 00-00-00 24-00-00 80 40 Controls Summary Value % Allowable Duration Case Location Pos. Moment 55,718 ft-lbs 79.6% 100% 1 12-00-00 End Shear 8,210 Ibs 45.7% 100% 1 01-09-08 Total Load Defl. L/259 (1.089") 92.5% n/a 1 12-00-00 Live Load Defl. L/401 (0.704") 89.7% n/a 2 12-00-00 Span / Depth 15.7 n/a n/a 0 00-00-00 Snow Wind Roof Live 115% 0% 125% OCS Bearing Supports Dim. (L X W) Value 80 81 Notes Beam Wall/Plate 3-1/2" x 5-1/4" 3-1/2" X 5-1/4" 9,652 Ibs 9,652 Ibs % Allow Support % Allow Member Materiai 70.0% n/a 70% 70% Versa-Lam 1.7 Unspecified Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Calculations assume member is fully laterally braced. 06-06-00 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER® , AJS™, ALLJOIST® , BC RIM BOARD™, BCI® , BOISE GLULAM™, SIMPLE FRAMING SYSTEM® , VERSA-LAM®, VERSA-RIM PLUS® , VERSA-RIM®, VERSA-STRAND®, VERSA-STUD® are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 1 130 I Boise Cascade "BC CALC® Design Report - US Build 1757 Job Name: Marbrisa Sales Building Address: City, State, Zip: Carlsbad, CA Customer: Code reports: ESR-1040 Single 5-1/4" x 16" VERSA-LAM® 2.0 3100 DF Designs\2nd Floor 5.5x16 #2 Thursday, December 20, 2012 1 span I No cantilevers | 0/12 slope 12-00-00 OCS File Name: Sales Description: Designs\2nd Floor 5.5x16 #2 Specifier: Designer: CC Company: BWE Misc: •<f -S' -9 V -'S w »- ^; •» -w V -a- » ' 1 -ft.- -iff tff :s«- •<if- '.ff.- y^-- -v. '-if' W •<f <Sf--^ , 4, * , BO 12-00-00 Total Horizontal Product Length = 12-00-00 ^ B1 Reaction Summary (Down / Uplift) (ibs) Bearing Live Dead Snow Wind Roof Live 80, 3-1/2" 81,3-1/2" Load Summary Tag Description 4,680 / 0 4,680 / 0 Load Type 2,290 / 0 2,290 / 0 Ref. Start End Live Dead Snow Wind Roof Live 100% 90% 115% 0% 125% OCS Standard Load Unf. Area (lb/ft'^2) L 00-00-00 12-00-00 65 30 Controls Summary Value % Allowable Duration Case Location Pos. Moment 19,342 ft-lbs 34.5% 100% 1 06-00-00 End Shear 5,082 Ibs 31.8% 100% 1 01-07-08 Total Load Defl. L/1,070 (0.129") 22.4% n/a 1 06-00-00 Live Load Defl. L/1,594 (0.087") 22.6% n/a 2 06-00-00 Max Defl. 0.129" 12.9% n/a 1 06-00-00 Span / Depth 8.7 n/a n/a 0 00-00-00 % Allow % Allow Bearing Supports Dim. (L X W) Value Support Member Material 80 Post 3-1/2" X 3-1/2" 6.970 Ibs n/a 50.6% Unspecified 81 Post 3-1/2" X 3-1/2" 6,970 Ibs n/a 50.6% Unspecified Cautions Member is not fully supported at post 80. A connector is required at this bearing. Member is not fully supported at post 81. A connector is required at this bearing. Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume member is fully laterally braced. 12-00-00 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER® , AJS™, ALLJOIST® , BC RIM BOARD™, BCI® , BOISE GLULAM™, SIMPLE FRAMING SYSTEM® , VERSA-LAM®, VERSA-RIM PLUS® , VERSA-RIM®, VERSA-STRAND®, VERSA-STUD® are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 1 131 EXCEL ENGINEERING LEVIN & DENTINO INC. D.B.A. EXCEL ENGINEERING ESCONDIDO 440 State Place • Escondido, CA 92029 (760) 745-8118 'Fax 745-1890 November 29,2012 RE: Certification of Pad Grade for Villas 57(Sales Building Basement) and 58 of the City of Carlsbad Drawing No. 428-9G, Project No. CT 03-02, Grading Plans for Carlsbad Ranch, Planning Area No. 5, Resort Site - Phase 2 To whom it my concem. Excel Engineering performed a field survey on November 28,2012 to confirm finish pad grade for the referenced site. A minimum of 9 shots were taken on each pad and the finished pad grade is as follows: Pad Villa 57 (Basement) Villa 58 Design Pad Elevation 200.25 189.75 Average Pad Elevation 200.26 189.76 The maximum deviation fi-om design to finish pad for said pad was found to be 0.08'. The pad is in substantial conformance with the approved grading plan. If you have any fiirther questions or need any additional information do not hesitate to call. Sincerely, RECEIVED JAN 0 8 ?013 CITY OF CARLSBAD BUILDING DIVISION QA11\11008\Docs\PAD CERTS\PAO CERT VILLAS 57&58.doc EXCEL ENGINEERING LEVINS DENTINO INC. D.BA. EXCEL ENGINEERING ESCONDIDO 440 State Place 'Escondido. CA 92029 (760) 745-8118 'Fax 745-1890 August 24,2012 RE: Certification of Pad Grade for Villa 70 of the City of Carlsbad Drawing No. 428-9G, Project No. CT 03-02, Grading Plans for Carlsbad Ranch, Planning Area No. 5, Resort Site - Phase 2 To whom it my concern, Excel Engineering performed a field survey on August 24,2012 to confirm finish pad grade for the referenced site. A minimum of 11 shots were taken and the finished pad grade is as follows: Pad Villa 70 Average Pad Elevation 193.95 Design Fad Elevation 193.94 The maximum deviation fi-om design to finish pad for said pad was found to be 0.09'. The pad is in substantial conformance with the approved grading plan. If you have any further questions or need any additional information do not hesitate to call. Sincerely, RECEIVED JAN 0 8 2013 CITY OF CARLSBAD BUILDING DIVISION Q;\11\11008\Doo8\PAD ceRTS\PAD CERT VILLA 70 - 08-24-2012.doc EXCEL ENGINEERING LEVINS DENTINO INC. D.BA EXCEL ENGINEERING ESCONDIDO 440 State Place • Escondido. CA 92029 (760) 745-8118 'Fax 745-1890 August 24, 2012 RE: Certification of Pad Grade for Villa 69 of the City of Carlsbad Drawing No. 428-9G, Project No. CT 03-02, Grading Plans for Carlsbad Ranch, Planning Area No. 5, Resort Site - Phase 2 To whom it my concern. Excel Engineering performed a field survey on August 24,2012 to confirm finish pad grade for the referenced site. A minimum of 9 shots were taken and the finished pad grade is as follows: Pad Villa 69 Average Pad Elevation 191.63 Design Pad Elevation 191.64 The maximum deviation fi-om design to finish pad for said pad was found to be 0.09'. The pad is in substantial confonnance with the approved grading plan. If you have any further questions or need any additional information do not hesitate to call. Sincerely, Q:\11\11008\Docs\PAD CEHTS\PAD CERT VILLA 69 - 08-24-2012.doc EXCEL ENGINEERING LEVIN S DENTINO INC. D.BA. EXCEL ENGINEERING ESCONDIDO 440 State Place * Escondido. CA 92029 (760) 745-8118 'Fax 745-1890 August 24, 2012 RE: Certification of Pad Grade for Villa 65 of the City of Carlsbad Drawing No. 428-9G, Project No. CT 03-02, Grading Plans for Carlsbad Ranch, Planmng Area No. 5, Resort Site - Phase 2 To whom it my concem. Excel Engineering perfonned a field survey on August 24, 2012 to confinn finish pad grade for the referenced site. A minimum of 10 shots were taken and the finished pad grade is as follows: Pad ViUa 65 Average Pad Elevation 189.51 Design Pad Elevation 189.48 The maximum deviation from design to finish pad for said pad was found to be 0.08'. The pad is in substantial conformance with the approved grading plan. If you have any further questions or need any additional information do not hesitate to call. Sincerely, Q:\11\11008\Docs\PAD ceRTS\PAD CERT VILU\ 65 - 08-24-Z012.doc Appendix A Ram Concept - Elevated Slab Design RECEIVED FEB 25 2013 CITY OF CARLSBAD BUILDING DIVISION Podium_Slab_02_2012_Example.cpt 10/15/2012 RAM Concept © 20H Bentley Systems, Inc. RAM Concept™ is a trademark of Bentley Systems 4.1.2 Units Geometry Unit Plan Dimensions; feet Angles: degrees Slab Thickness: inches Elevations: inches Podium_Slab_02„2012_Example.cpt -10/15/2012 Support Dimensions: inches Support Height: feet Loading and Reaction Unit Point Force: Kips - Report As Zero: 0 Kips Point Moment: kip-ft - Report As Zero: 0 kip-ft Line Force: kips/ft - Report As Zero: 0 kips/ft Line Moment: Kips - Report As Zero; 0 Kips Area Force: psf - Report As Zero: 0 psf Area Moment: #/foot - Report As Zero: 0 #/foot Spring and Stiffness Unit Point Force Spring; kips/in Point Moment Spring: k-ft/o Line Force Spring: ksi Line Moment Spring: k/° Area Force Spring: pci Area Moment Spring: k/ft° Slab Analysis Unit Force: Kips - Report As Zero: 0 Kips Force Per Width: kips/ft - Report As Zero: 0 kips/ft Moment: kip-ft - Report As Zero: 0 kip-ft Moment Per Width: Kips - Report As Zero: 0 Kips Concrete Stress: psi - Report As Zero: 0 psi Deflection: inches - Report As Zero: 0 inches Materials Unit; Concrete Volume; cu. yds Reinforcement Weight: tons PT Weight: pounds Reinforcing Area: sq. in. Tendon Profile; inches Cover: inches PT Force: Kips Reinforcing Stress: ksi Miscellaneous Unit Floor Area: sq. ft. Tendon Angles (for friction): radians Density; pcf Elongations: inches Units - 2 Signs Podium_Slab__02_2012_Example.cpt -10/15/2012 Positive Loads Positive Anaiysis Positive Reactions z / Signs - 3 Podium„Slab_02_2012„Exampie.cpt -10/15/2012 Materials Concrete Mix Mfx Name Density (pcf) Density For Loads (pcf) fci (psi) fc (psi) /rt// (psi) feu (psi) Poissons Ratio Ec Calc UserEci (psi) User Ec (psi) 3000 psi 150 150 3000 3000 3725 3725 0.2 Code 2500000 3000000 4030 psi 150 150 3000 4000 372S 4975 0.2 Code 2500000 3000000 5000 psi 150 150 3000 5000 3725 6399 0.2 Code 2500000 3000000 6000 psi 150 150 3000 6000 3725 7450 0.2 Code 2500000 3000000 PT Systems System Name Type Aps (sq. in.) Eps (ksi) fse (ksi) ^y (ksi) /pu (ksi) Du<t Width (inches) Strands Per Duct Min Radius (feet) 'A" Unbonded unbonded 0.153 28000 175 243 270 0,5 1 6 Bonded bonded 0.153 28000 160 243 270 3 4 6 0.6" Unbonded unbonded 0.217 28000 175 243 270 0.6 1 8 0.5" Bonded bonded 0.217 28000 160 243 270 4 4 8 PT Stressing Parameters System Name Jacking Stress (ksi) Seating Loss (inches) Anchor Friction Wobbie Friction (l/feet) Angular Friction (1/radians) Long-Term Losses (ksi) •A" Unbonded 216 0.25 0 0.0014 0.07 22 W Bonded 216 0.25 0.02 0.001 0.2 22 0.6" Unbonded 216 0.25 0 0.0014 0.07 22 0.6" Bonded 216 0.25 0.02 0.001 0.2 22 Reinforcing Bars Bar As Name (sq. in.) Es (ksi) Fy (ksi) Coating Straight Ld/Db 90 Hook Ld/Db 180 Hook Ld/Db #3 0.11 29000 60 None Code Code Code #4 0.2 29000 60 None Code Code Code #5 0.31 29000 60 None Code Code Code #6 0,44 29000 60 None Code Code Code #7 0.5 29000 60 None Code Code Code #8 0.79 29000 60 None Code Code Code #9 1 29000 60 None Code Code Code #10 1.27 29000 60 None Code Code Code #11 1.56 29000 60 None Code Code Code SSR Systems stud Area Head/irea Min Clear Head Specified Stud Fy Stud Spacing Rounding Min Studs System SSR System Name (SQ. in.) (sq. in.) Spacinq (inches) Spacing (inches) (ksi) Increment (inches) Per Rail Type 3/8" SSR 0.11 1,11 0.5 None 50 0.25 2 Rail 1/2" SSR 0.196 1.96 0.5 None 50 0.25 2 Rail 5/8" SSR 0.307 3.07 0.5 None 50 0,25 2 Rail 3/4" SSR 0,442 4.42 0.5 None 50 0.25 2 Rail Materials - 4 Loadings Loadinq Name Type Analysis On-Pattern Factor Ol Self-Dead Loading Self-Weight Normal 1 1 Balance Loading Balance Normal 1 1 Hyperstatic Loading Hyperstatic Hyperstatic 1 1 Temporary Construction (At Stressing) Loading stressing Dead Normal 1 1 Other Dead Loading Dead Normal 1 1 Live (Reducible) Loading Live (Reducible) Normal 1 0 Live (Unreducible) Loading Live (Unreducible) Normal 1 0 Live (Storage) Loading Live (Storage) Normal 1 0 Live (Parking) Loading Live (Parking) Normal 1 0 Live (Roof) Loading Live (Roof) Norma! 1 0 Snow Loading Snow Normal 1 0 Podlum_Slab_02_2012_Examp!e.cpt - 10/15/2012 Off-Pattern Factor Loadings - 5 Load Combinations AB Dead LC Adive Design Cnteria: <none> Analysis: Linear Loading standard Factor Self-Dead Loading Other Dead Loading Podium_Slab_02_2012_Examp!e.cpt -10/15/2012 Alt Envelopi If Factor Dead + Balance LC Active Design Criteria: <none> Analysis: Unear Loading Standard Factor Ait Envelope Factor Self-Dead Loading B^nce Loading Otiier Dead Loading Initial Service LC Active Design Criteria: Initial Service Design Aalysis; Linear loading standard Factor Ait Envelope Factor Setf-Dead Loading 1 Balance Loading 1.13 Temporary Construction (At Stressing) Loading 1 1 1.13 1 Service LC: D + L Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading standard Factor Alt Envelope Factor Self-Dead Loading Balance Loading Other Dead Loading Lwe (Reducible) Loading live (Unreducible) Loading live (Storage) Loading Uwe (Parking) Loading Savice LC: D + Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Sdf-Dead Loading 1 1 Balance Loading 1 1 Other Dead Loading 1 1 Ure (Roof) Loading 1 0 Load Combinations - 6 Pod!um_Siab_02_2012_Example.cpt - 10/15/2012 Load Combinations (2) Service LC: D + S Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 Other Dead Loading 1 1 Snow Loading 1 0 Service LC: D + 0.75L + 0.75Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 Other Dead Loading 1 1 Live (Reducible) Loading 0,75 0 Live (Unreducible) Loading 0.75 0 Live (Storage) Loading 0,75 0 Live (Parking) Loading 0.75 0 Live (Roof) Loading 0.75 0 Service LC: D + 0.75L + 0.75S Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading standard Factor Alt Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 other Dead Loading 1 1 Live (Reducible) Loading 0,75 0 Live (Unreducible) Loading 0.75 0 Live (Storage) Loading 0,75 0 Live (Parking) Loading 0.75 0 Snow Loading 0.75 0 Sustained Service LC Active Design Criteria: Sustained Service Design Analysis: Linear Loading Standard Fac^r Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 Other Dead Loading 1 1 Live (Reducible) Loading 0,5 0,5 Live (Unreducible) Loading 0.5 0,5 Live (Storage) Loading 1 1 Live (Parking) Loading 0.5 0.5 Live (Roof) Loading 0,5 0,5 Load Combinations - 7 Podium_Slab_02_2012„Example,cpt - 10/15/2012 Load Combinations (3) Factored LC: 1.4D .Adove Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design i^ysis: Linear Loading standard Factor Alt Envelope Factor S*-Dead Loading 1,4 0.9 Hyperstatic Loading 1 1 Other Dead Loading 1,4 0,9 Factored LC: 1.2D + 1.6L + O.SLr AdSve Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Anaiysis; Linear Loading standard Factor Ait Envelope Factor Setf-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 Other Dead Loading 1.2 0.9 Uwe (Reducible) Loading 1.6 0 liwe (Unreducible) Loading 1.6 0 live (Storage) Loading 1,6' 0 iiwe (Parking) Loading 1.6 0 Uwe (Roof) Loading 0,5 0 Factored LC: 1.2D + flL + 1.6Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Anaiysis: Linear Loading standard Factor Alt Envelope Factor Setf-Oead Loading 1,2 0,9 Hyperstatic Loading 1 1 Other Dead Loading 1.2 0,9 Owe (Reducible) Loading 0,5 0 Uw (Unreducible) Loading 1 0 Uwe (Storage) Loading 1 0 Ui« (Parking) Loading 1 0 Owe (Roof) Loading 1.6 0 f^actored LC: 1.2D + 1.6L + O.SS Active Design Criteria: User Minimum' Design, Code Minimum Design, Strength Design, Ductility Design J^ysis: Linear Loading Standard Factor Alt Setf-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 Other Dead Loading 1.2 0.9 Iwe (Reducible) Loading 1.6 0 isx (Unreducible) Loading 1.6 0 Ure (Storage) Loading 1.6 0 Ure (Parking) Loading 1.6 0 Snow Loading 0,5 0 Load Combinations - 8 Podium_Slab_02_2012_Example,cpt - 10/15/2012 Load Combinations (4) Factored LC: 1.2D + flL + 1.6S Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading standard Factor Alt Envelope Factor Self-Dead Loading 1,2 0,9 Hyperstatic Loading 1 1 Other Dead Loading 1.2 0.9 Live (Reducible) Loading 0.5 0 Live (Unreducible) Loading 1 0 Live (Storage) Loading 1 0 Live (Parking) Loading 1 0 Snow Loading 1.6 0 Load Combinations - 9 Podium_Slab__02_2012_Example.cpt - 10/15/2012 Design Rules Code Minimum Desis 31*8-08 Min. Reinforcement User Minimum Desig Specified Min, Reinforcement Initial Service Desig 318-08 Initial Service Design Service Desigr 318-08 Service Design Indude detailed section analysis Sustained Service Desigi 318-08 Sustained Service Design Strength Desigr 318-08 Strength Design Punching Shear Design Ductility Desigi 318-08 Ductility Design Design Rules -10 Detailing Rules Custom Span Detailing Rules Podium_Slab_02_2012_Exampie.cpt - 10/15/2012 Rl X max(La,Lb) Rl X max(La,Lb) A,B,C ''Rl X max(Lb,5Lc) A,B,C *R1 X max(Lb,5Lc) R2 X La R2 X Lb La D,E,F R2 X Lb Lb Lc Rule Naine A Fraction A Rl B Fraction B Rl C Fraction C Rl D Fraction D R2 E E Fraction R2 F F Fraction R2 None "A", "B" and "C", are support, reinforcement sets, based on fhe peak reinforcement in the support zone. "D", "E" and "F", are span reinforcement sets, based on the peak reinforcement in the span zone. "*R1" is never talsen as greater tiian 0.2 wiien multiplied by Lc (or Uc). "Fraction" is tlie ratio of set reinforcement to peak reinforcement. It is always in the 0.0 lo 1.0 range. Detailing Rules - 11 Podlum_Slab_02_2012_Example,cpt - 10/15/2012 Element: Standard Plan Element: User Lines; User Notes; User Dimensions: Watf Etemcnts Below: Wall Elements Above; Cotumn Etemcnts Below; CoSumn Elements Above; Stab Elements; Point Springs: Point Spring icons; tine Springs: Line Spring icons; Area Springs; Area Spring icons; Point Supports; Point Support icons; Line Supports: Line £ Drawing import: tiser Lines; Us«r Notes; User Dimensions; Scate = 1:185 7Z.yyyy<:y-,y</ Element: Standard Plan -12 Element: Slab Summaty Plan Podlum_Slab_02_2012_Example.cpt - 10/15/2012 Scite > 1:115 t=1^ -rV-J Ij 6»sa ^si ! I. t • 1 i •-12 W2 TOS><! TO tor 1 }( t«1S ^ TOC'O 5300 r>s; i tOCsfJ ! 5000 j>&f i (QCi!! ••--.Z 5080 psi 50C& psfi TO-":;?' 5000 psf"" *"15 TOC-0 TOC'O SOOO p« 5000 ptii 1tX>0 t-t? .Vjoss psi TOC"0 5000 !•» i tfX.'«0 i 5SCS ps TaC::<l TOf. SCSOipsii TdB>«*0 sooe piii ^^^^Ojj^ ps,j f-DC=0 SOOO pst TOC' i'''¥OC»3 SiJOfi psi TOC-0 5000 psi 50-50 psii t=it2 r rf.x.r^o.3 psi 5i!G!5 psi i-9 i 1*900 psi i roc,:.-.3 40 > TOC»0 t^lsSJOO psi rac»o SOiXf prdi sooe} t=12 roc-^o , SiWO psi ti^W loe-fo iiOiS iiisi 1"12 rco»o 5-0i;c psi roc-.-s 40OO {-*si . 5«e»»f. \ SOOS sisi 4000 piit 5000 ps! t«-i2 TOf>0 5000 Pi fOC-.=0 ,• 5Ci» psi '.-'.2 TOC-.-.O 3M0 psi SOiXi I t-13 iOC=>0 Si^GO P'ii 1--^ \ ^00 pj p.-3 10# Element: Slab Summary Plan • 13 Podium_Slab_02_2012_Example,cpt - 10/15/:j012 Element: Supports Below Slab Summary Plan Elemenf: U&erUncts; User Notes; User Dimensions: Wad! Elements Bdow: Wrtt Bement Thicknesses; Wall Element Heights: Watt ElcHnent Finity; Wall Element Shear Rxity; Watt Element Concrete Modeis: Column El^ents Betow; Column Etement Dimensions; Column Element Heigtits: Column Eicment Fixity; Column Eieme Drawing Import: User Unes; Usee Nofes; User t^mensions; Seate "1:185 i-:-1C; ^fl03;: ••^OnO p(f\ ( t ;10.',.tjpSt\ .^..^^ : i i]...PiJl .'JT. .'^TU ; iPlH, 4«00issi f~^i.i ?ifs,i'pi.-:^s.pip.. J ^Is^t S ii"-!?. iS.Pilt-C<s:n! *>03 psi iii,riiy..C^,'!r*p •tOi» psi 4S0«ps>. i-'<i pifi.i'i^Cof.ip «ioep!ii 1 0 ^4^i^ ^;iTp;ip ii'itl.piV*!^ -SSii«i.io t>»X 4.'i&C.ps.i \ t::1#»!ij"' ^iS#P.^.'.'':V:p ;li»*«Sf" h«10 fii.iiix.i-?/p^P ;!000 psit Element: Supports Below Slab Summary Plan -14 other Dead Loading: All Loads Plan Ofeer Deatf Loading: Point Loads; Point Load icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values: Area Loads; Area Load icons; Area Load Values: User Notes; User Lines; User Dimensions; Oiaiwng Vmport: UsftTLVnfies; User Notes; \3sE!Tt5Vme«siorffi; Efentsnt: Waif Efetnonts Above; WaB Elements Befow; Wafi Eiement Outline Onty; Cotumn Ktements Above; Coiumn Etements Setow; Siab Efemsnta; Sfab Element Outline Only; Scate = 1:185 Podium_Slab„02_2012„Example.cpt - 10/15/2012 aher Dead Loading: All Lbads Plan -15 Podlum„Slab_02_2012_Example,cpt-10/15/2012 Other Dead Loading: Std Reactions Plan Olher Dead Loading: Point Load Icons; Point Load Wlues; tine t-oad icons; Line Load Vatues; Area Load icons; Area Load Values; User Notes: User Lines; User Dimensions: Drawing Import; User Notes; User Lines; Usar Dimensions; Element: Wail Elements Above; Wall Elements Boiow; Wal! Element Ouf^ ^j^; Ct^timn Etements Above: Cofumn Eisments Below; Slab Elements; Slab Eiement Outline Only; Scale »1:185 Fs-S.SSe-S Other Dead Loadins • Reaction ^t: {Waft Below.Cotumn Betow.Pmfit l^jjij^ine S»wng,Point Support,Line SuppDrt}(Fr,Fs,Fz.Mr,M8.Mz){Standard Context) s f.: IX^.-K ix. u. u. 3S Si S i ? F!«O.S»S I- 4 ^2 II; s. li lE s s!; i Fs-o owe 11=!»S,001?5 j Fsa-O.CISS fi=«.»r fsao.sir'fe,"'^'' Sit ';• =? . S - I f; ^• : •? 3 » .% Fl-" 0.205 Fs'-l.TSe-S F?«!l.2 f i«p=! .ree-14 'ij Ms—1.03 Fs f F?.=» il3 J rf«-a.oi?9 i rs'i.Doi&s S iir=;.0.0031!j? FsSorj005.« ?s»«,00S?8 rr>0i4B5 Psi^a.orti-i! Fzna.4S ? Mr=!.J.02»-IC t MSS-3S.8 1.45e-7 Fl»«,J I »)S5-4.04 V'?i>>, ^x - *^ •• *i ,: Other Dead Loading: Std Reactions Plan -16 Live (Reducible) Loading: All Loads Plan Live (Reduclbte) Loading: Point Loads: Point Load Icons; Point Load Valuras; Une Loads: Una Load Icons; Line Load Values; Area Loads; Area Load Icons: Araa Load Values- Us Onrafing Import: User Notas; User Linos; Us«r Dimensloiis; Elamant: Wall 6iero«Hs AlKwa; Wal Elements Below; Wall Element OuHne Only; Coluran Elements Above; Column Elements Below; Slat> Elements- Slab Element Outline Onlv-Scale "1:185 " Podium_Slab_02_2012_Example.cpt -10/15/2012 Live (Reducible) Loading: All Lbads Plan -17 Live (Reducible) Loading: Std Reactions Plan Live (Reducibie) Loading: Point Load Icons: Point Load Values; Line Load icons; Line Load Values: Area Load icons; Area Load Values; User Notes; User Lines; User Dimensions: Drawing import: User Notes; User Lines; User Dimensions; Element: Wat! Elements Miove; Waii Elements Below; Wali Element Ouji^^ 9fily; Column Etements Above: Column Elements Below; Slab Elements: Slab Element Outline Only; Scale »1;185 i=s-~1.S4e-8 Live (Reducibte) Loading - ReasMspi (Waif Betow.Cofomn Betow,Pp^ijg!^fig,Line Spritig.Pcrfnt Support,Line Suppori)(Fr.F8,Fz,Mi-,Ms.MzHStandartJ Context) Podium3!ab„02„2012„Examp!e.cpt - 10/15/Z012 "Z:^J^ '•'•fmM I F?.=:o.OSlOi5S-3l i MssO.OSlH S ft a a r.. ^ 2 o 'i* as- •glj I Fi«0.<X)f!4Z0 i Fs«.0.0b0200 v<.F2i«.&0i|S2 o fe". li SIIAT:^* Ms«0.0Bt29 MKLOcioosia ? SJr«-2.75<i-16 Ms^O.OOJS Fi=3.C00S1S FaS.0.COOS02 FKSO, 00549 PssO.C •«• kfi:T«J!324 S is i S S ^v: V ~ >r^ f. .•• ^ I Il4#t Fsi9K.ilts*^^3 ?Fs:=0 .:iO7 M .|Mi^S4:l** Fr»0,OS1t Fsfy.or-so t;2>,o.oii7e5 I li«s»0.0MS liSZ"-.? ?9s.S i Fs«O.Ki03O3 S f r=!).il08?13 Fs>i.O,C00463 FraO.OOOl 77 Fi-^J.OOOO f I-i •0,344 FpnO;4S4 Fsi»i57!!-i; J Mr^.S,7*!.1l;- . <» T M!*1.r3 Fri'O.aSS Fit'i-O.OCSSO I S*s=^0.!2.' 7> «tt 'i. ail it. u. u. S S SJ.: It 9> li • t. 'f M ; U. (S. a V.i,^», yi<^ Live (Reducible) Loading: Std Reactions Plan -18 Live (Unreducible) Loading: All Loads Plan Live (Unreducible) Loading: Point Loads; Point Load Icons; Point Load Values; Line Loads: Line Load icons; Line Load Values; Area Loacfe; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions; Drawng Import: User Notes; User Lines; User Dimensions; Mesfi Infiut: Slab Areas; Slab Openings; Element: Waf! Efements Above; Wail Elements Below; Walt Element Outffne Oniy; Coiumn Eiwnents Above: Column Elements Below; SiabEietnents: Slab Element Outline Only- Scale* 1:185 Podium„Slab_02„2012„Examp!e.cpt - 10/15/2012 Live (Unreducible) Loading: AH L.oads Plan r 19 Live (Unreducible) Loading: Std Reactions Plan Live (Unreducible) Loading: Point Load Icons: Point Load Vatues; Line Load Icons; Line Load Values: Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions: Orav^ng Import: User Notes; User Lines; User Dimensions; Efsmsnt: Wal! Eiemerrts WJOVB; Wall Elements Below; Wal! Element Oujija^ 9fi!y; Column Elements Above: Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:185 Fs~2.02e-T Live {Unreducible) Loading - Reg^ctic^n Plot: (Watt Below.Ccrfumn Brfow^Jei^^gpring.Line Spring.Point Support,Line Support}(Fr,Fs,Fz,Mr,Ms,ftfa){Standard Context) Podium_Slab_02_2012_Example,cpt. -10/15/2012 I F«0.04W i Fs.«0.02?4 FJ-Z9.8 |Mr=-1.13«!.ti I S^!!=10 8 J,te5^.5S*14 Live (Unreducible) Loading: Std Reactions Plan - 20 Service LC: D + L: Max Deflection Plan Service LC: D •» L: User Lines; User Notes; User Diinensions; Drawing Import: User Linos; User Notes: User Dimensions; Elanmnt- Wall Elements Below; Wall Elements Above; Wall EleiTient Ot-tHne Only; Coliin.n Elements Below; Column Elements Above: Slab Elements: Slab Element O.itlme Only ocate — r. 185 Service LC: D + L - Vertical DellecUon Plot (Maximum Values) Podlum_Slab_02_2012_Example.cpt - 10/15/2012 : wm 0 0.03 0.06 0.09 0.12 0. 5 0 8 0. Jl 0.24 Min Value = -0 006808 inches @ (170 9.57.19) Max Valim =0 2519 inches @ (171.5,71.73) Service LC: D + L: Max Deflection Plan - 21 Podium_Slab_02„2012_Example.cpt; - 10/15/2012 Service LC: D + L: Min Deflection Plan Service LC: D • L: User Lines; User Notes; User Dimensions; Drawing Import: User Linos; User Notes: User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Betow; Column Elements Above: Slab Elements: Slab Element Outline Only; Scale = 1:185 Service LC: 0 + L - Vertical Deflection Plot (Mitiimuiii Values) '''''''''''''P''''''o!ol^^ 008 0095 0.112 0.128 Min Value = -0 01221 inches ig (170.9,57.19) Max Value = 0.1386 inches @ (171 5.71,73) Service LC: D + L: Min Deflection Plan - 23 Factored LC: 1.4D: Max Mx Plan Factored LC: 1.4D: User Lines; User Nofes; User Dimensions; Drawing Import: tJser Lines; User Nofes; User Dimensions; EieniflFit: Wall Efem&nts Below; WaSI Elements Above; Waif Element Outline Oniy; Column Elements Beiow; Column Elements Above; Slab Elements; Slab Element Outline Oniy; Scale = 1:185 Factored LC: 1.40 - Bending IWoment Plot (Maxintum Values) (X-Axis Direction) One Contour » O.S Kips Min Vatue = -29.73 Kips @ (170.2.87.6) Max Value = 10.27 Kips @ (1$8.2,7Z.5e) Podtum„Slab„02„2012„Examp!e.cpt - 10/15/2012 -•pfrJSh; /'.-2.5- 7 5 25 :7.5,(\ • r.5:i;;.;;2.5V 7,5 77.5:. 25 25 25 - 5 :-2-5:-.: •7.5^ 5-17.5 ^^°HMi' 5 M2.i !-7.5g^;./y}; ^"-2.5:"" .>2.5' i-12.61-12.61 :2.5:;:2^:i ^s^:.^ - • - : • '(:?::^^'^.' -ii.s r 0 2525 25 ' ° v"&"175'-7S N .2 5 - - ' i-1-12.5j -Si 12 5S. IT 5' ' 25 Factored LC: 1.4D: Ma>; Mx Plan - 25 Factored LC: 1.4D: Min Mx Plan Factored LC: 1.4D: User Lines; User Nofes: User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Etements Below; Column Elements Above; Slab Elements; Slah Element Outtirie Onty; Scate = 1:185 Factored LC: 1.4D ~ Bending Mot?tet)t Plot (Minimum Values) (X~Axis Direction) One Contour = 1 Kips Min VaJue = -46.24 Kips @ (170.2.87.6} Max Value =6.602 Kips @ (168.2,72.56) 0 0 0 Podium„Siab_02_2012_Examp!e.cpl; ~ 10/15/2012 1/ 'ri' •r S-S^ 5 -5- 10 : 10 20^';^ -9- IS 5 ' 11 :ia3-20WS-i»* -•25^»?i Factored LC: 1.4D: Min Mx Plan - 26 Factored LC: 1.4D: Max My Plan C4«*__.4 I ... . xr.. I t i: tl n. . Factonjd LC: 1.4D: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; liser Notes; User Dimensions; site^^'l-Ms' wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slat. Element OdBlne Only: Faclofed LC: 1.4D - Bending Moment Plot (Maximum Values) {Y-Axis Oiieolion) One Contour » 0.5 Kipa Min Value-.-27.1 Kipsig(189.3,68.53) Ma« Value-9.896 Kips @ (172.8,87.93) Podium„SlabJ2_2012„Examplf5.cpt - 10/15/2012 22S y ^'-m .5 „m4f} J> x25 2.S /• i un. 2s r \ 125 I 25^5 ,ir-; 25 I 3 5^W 7 51 ' 0 ^'".17 5 * 12 5i V7 5t 5 0 25 25. '5 X" 2 5 1 U ,1 2 5 \ ''A'-', y •y Factored LC: 1.4D: May My Plan - 27 Factored LC: 1.4D: Min My Plan Factored LC: 1.4D: UserLines; User Notes; User Dimensions; [>rawing import: User Lines; User Notes: User Dimensions; Element: Wall Elements Below; Wal! Elements Above; Walt Element Outline Onty; Column Elements Below; Column Elements Above; Slab Elemsnts; Stab Element Outline Only; Scale = 1:185 Fectored LC: 1.4D - Bending Moment Plot (Minimum Values) (Y~Axis Direction) One Contour = 1 Kips Min Value 42.18 Kips @ (1S9.3.S8.53) Max Value > 6 362 Kips @ (172.8,67.93) Podlum„Slab_02_2012_Example.cpt; -10/15/2.012 a::-')' .0 S'-K'.'r' :l:B-.2(-1SS;: K~.15isV ;,,-5> 5 0 \ I i:^f/^mm ' I 1 20..4o;4 3o! ,f 10 -15 " Factored LC: 1.4D: Min My Plan - 28 Factored LC: 1.4D: Std Reactions Plan Factored LC: 1.4D: IMer Lines; User Notes; User Dimensions; Drawing import: User Lines; User Notes; User Dimensions; Elsment: Wall Elements Betow; Wall Elements Abova; Wall Element Ou^f^^jity; Column Elements Below; Column Elements Above; Stab Elements: Stab Element Outline Only- Scale =.1:185 Fs-3,sS«-7 Factored LC: 1.4D - Reaction Plc^: (liysll Betow.Column Below.Point Sp;^i^^lj^e Spring.Point Support,Line Support)iFr,r3,rz.Mr,illls,iUlzHStandard Context) fMr«8.12a-13 Podium_Slab_02_2012„Example.cpt - 10/15/2012 J f !«2».S i ias«-iis U. K K : f Pi»8,C2S Fs«-l,r4e.? F?«tS9 ' 6Sr»4.1Se-i;; *ia«».iii.4 i Fsa C.122'%. •. H li f:s if* i,*!»~l,51e;s fr=!) iiOSSS Pr=>0.!i18.t ?s»l),C3!)5 Fr"3.4.1 t:£--g54 f Mr"1.0Ss. rr=1iCi Fs^4.3e.S FzM2.1 ? I«r=:-f1.4Se.3 1 iilts|'5lj7 .ll^iier ; 11 11 11^: i s s iiii \ •V, B": Factored LC: 1.4D: Std Rear>ions Plan - 29 Factored LC: 1.4D: Max Reactions Plan Factored LC: 1.4D: UserLines; User Notes: User Dimensions: Drawing Import: User Lines: U.ser Notes; User Dimensions; Element; Wall Elements Below; Wal! Elements Above; Watt Element OutSne Only; Column etements Below; Cotumn Elements Above; Slab Elements: Slab Element Outline Only; Scale =1:185 Factored LC: 1.40-Reaction Plot: (Coiumn Below)(Fr,Fs.Fz.Mr,Ms,Mz)iM3x Fz Context) Podiuni_Slab_02_2012_Example.cpt.-10/15/2012 i Fs"i!.0<!.13 i F<i«-0.127 d..F>:'^' ^ Ff.:D.3DS83: r< 0 122 rz~«i4 =• i^r=i;aosas FsiiO.0249 :fzii1,52 i Fs»0.C355 J rt~ -0.0:J02 << » /.Is / -•••V Factored LC: 1.4D: Max Reactions Plan - 30 Factored LC: 1.4D: Min Reactions Plan Factored LC: 1.4D: UserLines: User Notes: User Dimensions; Drawing Import: UserLines; Liser Notes; User Dimensions; Element: Wail Elements Below; Wall Etements Above; Watt Element Outline Only; Column Elements Below; Column Elements Above- Slab Elements' Slab Element Outline Onlv-Scale = 1:185 Factored LC: 1.4D - Reaction Plot: (Column Below)(Fr.Fs.Fz,Mr.Ms,Mz)(Min Fz Context) Podium_Slab_02_2012„Example,cpt - 10/15/2012 I Fii^li.000535 I Fs*-0,a783 j;i.FzaS^.4 Fs>i..0.!)231 "te!ll.6 "i Fs«a.02e5 f f rsf) i!0;i?.« "" FsiO.016 j ?S"3,C138 mm " •<: " \ Factored LC: 1.4D; Min React;ions Plan - 31 Factored LC: 1.2D + 1.6L + O.SLr: Max Mx Plan Factored LC: 1.2D 1.6L •*• 0.5Lr User Lines: User Notes; User Dimensions: Drav^ng Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Betow; Wall Elements fiJbwa; Wall Element Outline Only; Ct^umn Elements Below; Column Elements Above: Slab Elements: Slab Element Outline Only; Scale a 1:185 Factored LC; 1.2D + 1.8L *• 0.5Lr - Bending Moment Plot (Maximum Values) (X-Axia Direction) One Contour « 1 Kips Min Value = -23.73 Kips @ {170.2,87.&) Max Value >= 19.34 Kips (105.1,102.4) Podium„S!abJ2„20i2__Examp!e.cpt -• 10/15/2012 10 10 • 0 5 5 ,15 ^ ,-10'-'5^- V ,l;i-.4',sS'-i15--..,.| -10 ' iip.i'-20"'feiSfii: i|&*ss^ps?v"Sii 10 ;:io: - 5, i i\o > -10-v.: iio,.:.Co' ' 3*-itr--5 15"j 0 \ -Ks "hf 8 0 Factored LC: 1.2D -f 1.6L + O.SLr; Max Mx Plan - 32 Factored LC: 1.2D + 1.6L + 0.5Lr: Min Mx Plan Factored LC: 1.2D 4- 1.8L + 0.5Lr: User Lines; User Notes; User Dimensions: Drawing Import: UserLines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Etements Above; Walt Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements: Slab Element Outline Only- Scale = 1:185 Factored LC: 1.2D *• 1.6t + 0.5Lr - Bending Moment Plot (Minimum Vatues) (X-Axis Direction) One Contour = 2 Kips Min Value » 80.89 Kips @ (170.2.87.6) Max Value 6.602 Kips @ (168.2,72.66) Podium_Slab_02_2012_Example.cpt - 10/15/2012 1-10 . , 3o|' 0 ' IO 20, 2 10 -50 |-4Bf) K^j^^^i^'j.^.jO'i 20 10 / 10-, / ^/ s 10 ^ \ J - 81 -10 20 ' 0 0 I? If 50 30 m 30 -20 Factored LC: 1.2D + 1.6L + O.SLr: Min Mx Plan - 33 Factored LC: 1.2D + 1.6L + O.SLr: Max My Plan Factored LC: 1,2D + 1.6L * 0.5Lr User Lines; User Notes; User Dimensions: Dravwng Import: User Lines; User Notes; User Dimensions; Element; Waif Elements Below; Waif Elements Abova; Walt Etement Chitiine Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Onfy; Scate = 1:185 Factored LC; t.2D + 1,6L * Q.6Lr - Bending Moment Plot (Maximum Values) (Y-Axia Direction) One Contour = 1 Kips Min Value = -27.1 Kips@ (189.3,68.53) Max Value = 18.78 Kips@ (158.3,87.71) Podlum„Slab_02^2012„Example.cpt - lO/lS/2012 H|f-i6|(Ui 0 , ' s 'I.! ^ ; \ s • 0 5 YO,b i 5 "/;SsS.5V^^0i!ii6\ ./ 10 ' Ml r/ilW / /iin A. \ : U ; fi\^)":-^*J??;7//^v//; / i i i i I i i. |.20>< 5 ^ f:/''y^:i"«..'^iiV;;:i;,; ,^.v;i;!»si>:i{-15ii, ., 6 2^20 5 i-iK* -tv,, .; '• .-•••, »S'«<tW.::.SK^'^i!^';; 0 .0 10 Factored LC; 1.2D + 1.6L + O.SLr; Max My Plan - 34 Factored LC: 1.2D + 1.6L + O.SLr: Min My Plan Factored LC: 1.2D 4- 1.6L ^ 0.5Lr: User tines; User Notes; User Dimensions: Drawing Import: User Lines; User Notes; User Dimensions; Element; Wall Elements Betow; Walt Etements Above; Wall Etement Outline Onty; Coltimn Elements Below; Coiumn Elements Above; Slab Elements: Stab Element Outline Only; Scale =1:185 Factored LC: 1.2D + 1.6L *• 0.6Lr - Bending Moment Plot (Minimum Values) (Y-Axis Direction) One Contour « 2 Kips Min Value - .74.16 Kips @ (169.8.88.75) Max Vblue= 6.362 Kips @ (172.8,67.93) Podium_SlabJ2_2012_Example.cpt - 10/15/2012 ninf,3|iifjfi i 15* I 'V 10 10 20: I'i 1, io 10^3(^20, itofSS 10 -61, 20 ( , •-iH-, -10 -10 i-Bi • 0|;-10| ^2DS" 30 Mo;to.; Factored LC: 1.2D + 1.6L + O.SLr: Min My Plan - 35 Podlum„Slab_02_2012_Example.cpt.-10/15/2012 Factored LC: 1.2D + 1.6L + O.SLr: Std Reactions Plan Factored LC: 1.2D + 1.6L + 0.5Lr: UserLines: User Notes; User Dimensions; Drawng Import: User Lines; User Notes; User Dimgnsions; Element: Waif Elements Betow; Wal! Efements Above; Waif Element Ouf^ g^fy; Column Elements Below; Cotumn Etements Above; Slab Elements: Slab Element Outline Onty; Scate = 1'185 f'S'^S &5ft-7 Factored LC: 1.2D * 1.6L * 0.6Lr - Ruction Plot; (Wall Below.Column Bfs^ijr^oinl Sprin9,Line Sprin8,Point Suppott.Line Support)(Fr,Fs,Fz,Mr,M5,Mz)(Slandard Context) - f !«r»2.4«e.13 u...u.^J.. 5 fi..^ FI=!4S,ff ' i Ms=-21.il 111! ii ^ K 5.. oj^-.-.fiii}. ? F«=0.159 i FasO.OSI-i ft-.a 1' I F(.»»,C358 ? Fi^'O.Of Fsa-0. Fi-1* ] Fs"i0.0122 fz»,^? Fr-15,6 f Ilfir".a.r2e.13 : S S ? 5: » g • " if E 5 !5t^ f ^ " i S. li:^ :ii;i:sssi £i£i2sssif «•< 5S' »»•> O Fr«1i42 F!i»4,S5!i-S _ Fz»7:;!.4 I t.a4*"i;" I Mi Factored LC: 1.2D + 1.6L + O.SLr: Std o^ -'-ons Plan - 36 Factored LC: 1.2D + 1.6L + O.SLr: Max Reactions Plan Factored LC; 1.2D + 1.6L + 0.5Lr: User Lines: User Notes; User Dimensions: Drawing import: User Linos; liser Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Watt Eiement Outline Only; C<^umn Elements Below; Column Elements Above; Slab Etements: Slab Eiement Outline Only- Scale = 1:185 Factored LC: 1.2D •• 1.6L t 0.6Lr. Reaction Plot: (Column 8elow)(Fr,Fs,Fz,Mr,Ms,Mi)(Mai Fz Context) Podlum_Slab_02_2012_Example.cpt -10/15/2012 f F(»0,C36 I Fsa.6.21 i:+:F»:«K2 I Fi^^.otor- I Fa»0.2 .,i:r-r.^.w J Ff~ o.orrs Fsa-C.374 I FraO. IW "i Fs.-0.0S17 ft=!J.i!0So7 Fri=a.ft(ji»fi Factored LC: 1.2D + 1.6L + O.SLr: Max Reactions Plan - 37 Factored LC: 1.2D + 1.6L + O.SLr: Min Reactions Plan Factortid LC; 1,2D + LSL + O.SLr: Usw Lines: User Notes; User Dimensions: Drawing Import: User Lines; User Motes; User Dlmensiom;; Element: Wall Elements Betow; Wall Elements Above; Wall Element Ou«lne Only; C(^umn Elements Eielow; Column Elements Above; Stab Elements: Slab Element Outline Only; Scale* 1:185 FactorecJ LC: 1.20 *• 1.6L + 0.5Lr • Reaction Plot: (Column Betow){Fr,Fs,Fz,Mr,Ms,M2)(Min Fz Context) Podium_Slab_02_2012_Example.cpt -10/15/2.012 » Fi»0.3(X!S36 1 FsiS-0,0793 •f pr--0.0205 ": F6«8.0281 Fs^iO.OIS f Fr!>i!.<S121 i F-s-D.etSZ Factored LC: 1.2D + 1.6L + O.SLr: Min Reactions Plan - 38 Design Strip: Latitude Design Spans Plan Design Strip: Latitude Span Boundaries; Latitude SSs; Utitude DSs; Latitude Strip Bound,iries; Latitude SSSs; SSS Hatciting: User Notes; User Dimensions: Drawing Import: User Notes: User Lines; User Dimensions; Element: Walt Efements Above; Walt Etements Below; Watt Element Outline Only; Column Elements Above; Column Etements Below; Stab Etemsnta; Stab Element Outline Oniy; Scale 1:185 Podium„Slab„02__2012„Example.cpt -10/15/2012 ''/ / y --/- - Design Strip: Latitude Design Spans Plan •• 39 Design Strip: Longitude Design Spans Plan Design Strip; User Lines; User Noles: User Dimertsions; Longitude SSs; Longitude SSSs; SSS Hatching; Longitude DSs: Longitude Span Boundaries; Longitude Strip Boundaries; Drawng Import: User Lines; User Nofes; User Dimensions; Element: Wall Elements Below; Wall Eleinents Above; Waif Element Outftne Only; Coiumn Etements Below; Column Elements Above; Slab Elements; Slal> Element Outline Onfy; Scate = 1:185 Podium_Slab_02_2012_Example.cpt - 10/15/?i)12 Mm / Design Strip: Longitude Design Spans Pian - 40 Design Strip: Punching Checks Plan Design Strip: UserLines; User Notes; User Dimensions; Punching Checks: Punchirjg Chectc Sections; Dravnng Import: User Lines; User Notes; User Dimensions; Etement; Wal! Elements Below; Wail Elements Above; Walt Element Outflne Only; Column Elements B^ow; Column Elements Above; Stab Elements: Stab Element Outline Only; Scate = 1:185 Pod!um„Siab„02„2012„Examp!e.cpt - 10/15/2012 Design Strip: Punching Chi^cks Pian r 41 Podium„Slab„02_2012_Example.cp| - 10/15/2,012 Reinforcement: Top Bars Plan Reinforcement: Longitude User Conctmtrated Reinf.; Longitude Program ConcentfBtcd Reinf.; Top f^Bce Concentrated Reinf.: Both Faces Concentrated Reinf.; Concentrated Reinf, Descriptions: Concentrated Reinf, Extent; Latitude User Distributed Reinf; Longitude User Distnbuted Reinf.; Top Face Distributed Reinf,: Both F Drawing Import: User Notes; User Unes; User Dimensions; Element: Wal! Efements Above; Waff Efements Sekiwr; Waff Etement Outffne Onfy; Column Etements Above; Cotumn Elements Below; Sfab Elements; Slab Etement Outline Only; Oe«lgn Strip: Latitude SSSs; SSS Hatching; Scate «1:185 Reinforcement: Top Bars Plan - 42 Podium_Sl3b_02_2012„Example.cpt -10/15/2012 Reinforcement: Bottom Bars Plan Reinforcement: Latitude User Concentrated Reinf.: Longitude User Concentrated Reinf.: Latitude Program Concentrated Reinf.; Longitude Program Concentrated Reinf.; Bottom Fac© Concentrated Reinf.; Both Faces Concentrated Reinf.; Concentrated Reinf, Descriptions; Conccntr.^tt;rf Reinf. Extent; l,..3ti!urie U^ier DisEribiitet Drawing Import: User Notes; UserLines; User Dimensions; Element: Walt Elements Above; Wall Elements Below; Walt Element Ootltno Onty; Column Elements Above; Column Elements Below; Slab Elemsnts; Stab Eiement Outline Only; Scale = 1:185 |8l!»5x«.5B « ^, 9'---^. & S)#6xO.S .4 ..... \ Reinforcement: Bottom .Bars Plan • 43 Reinforcement: Shear Bars Plan Podium_Slab„02_2012_Example.cpt -10/15/2.012 Reinforcement: Latitude Program Transverse Reinf.; tiingitude Program Transverse Reinf.; Transverse Reint. Descriptions; Transverse Reinf. Extent; LaHtudc Program Individual Transverse Bars; Longitude Program Individuai Transverse Bars; User Notes; User Lines; User Dimensions: Drawing Import: User Notes; User Lines; User Dimensions; Etement; Wall Elements Above; Waff Elements Below; Wall Element Outline Only; Column Elements Above: Cotumn Elements Below; Slab Elements: Slab Etement Outline Onty; Design Strip: Latitude SSSs; SSS Hatching: Scate «1:185 %y , -\ y. . "1 : "I,-, \ Reinforcement: Shear Bars Pian - 44 Reinforcement: SSR Plan Podium_Slab_02_2012_Example.cpt -10/15/2012 Rdnforcement: User Lines; Us(»- Notes; User Dimensions; Program SSR CaRouts: SSR Cailoiit Details: Program SSR RaHs; lowing tmpott: User Linos; User Notes; User Dimensions; Element: VMi Elements Below; Walt Elemertts ^M^ove; WaH Element Outline Only; C<riumn Etetnents B^ow; Column Elements Above; Slab Efements: Slab Element OuUlrw Only; Scate" 1:185 Reinforcement:* SSR Pian - 45 Reinforcement: Individual Top Bars Plan Pod!um_Siab„02„2012_Example.cpt - 10/15/2D12 Reinforcement Latitude User individual Bars; Longitude User Individual Bars; Latitude Program individual Bars; Longitude Program individual Bars; Top Face individual Bars; Latitude Prog ram Transverse Reinf.; Longitude Program Transverse Reinf; Latitude Program Individuai Transverse Bars: Longitude Program 'ndivid; Drawing Import: User Nofes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Ou«fne Only; Coiumn Etements Afjove: Column Etranents Betow; Stab Efements; Slab Element OtJttlne Onfy; Design Strip: Latitude SSSs; SSS Hatching: Scate «1:185 Reinforcement: Individual Top Bars Plan - 46 Reinforcement: Individual Bottom Bars Plan Reinforcement: Latitude Program Individual Bars; Longitude Program individual Bars: Bottom Face Individual Bars: Both Faces individual Bars; User Notes; User Linos: User Dimensions; Drawng Import: User Notes; UserLines; User Dimensions; Eiement: Wall Efements Above; Waff Elements Below; Wall Element Outiine Only; Ctrfumn Elements Above; Cofumn Elements Betow; Slab Elements: Sfab Etement Outline Only; Design Strip: Longitude SSSs; SSS Hatching: Scate «1:185 Podium„S!ab„02„20i2„Example.cpt - 10/15/2012 \ ~ "•/ Reinforcement: Individual Bottom.Bars Plan - 47 Design Status: Punching Shear Status Plan Design Status: User Lines; User Notes; Usra- Dimensions; PC Designs; PC Design Numbers; PC Dosign Status: PC Design Stress Rafios: PC Design Sections; Drawing Import: User Lines; User Notes; User Dimensiorts; Element: Wall Elements Below; Wall Elements Above; Waff Element Ou«lne Onfy; Ct^umn Elements B^ow; Cotumn Elements Above; Slab Elements: Slab Element Outline Only; Scate = 1:185 Podlum_Slab_02_2012_Example.cpl;- 10/15/2pi2 OK . Design Status: Punching Shear Status Plan - 48 Design Status: Latitude Status Plan Design Status: User Lines; User Notes; User Dimensions; Latitude Span Designs; Span Design Numbers: Span Design Status; Latitude DS I>esigns; DS Design Numbers: DS Design Status; Dnivwfng Import; User Lines; Ijser Notes; User Dimensions; Etement: Wal] Etements Betow; Wali Efements Above; Watt Etement Outline Onfy; Column Elements Below; Column Elements Above; Slab Etements: Slab Element Outline Only; Scale " 1:185 Podium_Slab_02_2012_Example.cpt - 10/15/2012 SI,-! Of, OK if'.t OK •!R.5 :sc.i OK ;3f!.! OK 2ft-2 OS CK OK OK Design Status: Latitude Status Plan49 Design Status: Latitude Top Reinforcement Plan ^'Sg ;mp~.r"r^X"r^^^^^^ "-"^^""'^ °« 0* "-'^ TOP Bars; Element: Wall Etements Below; Wall Elements Above; Wall Element OutBne Only; Column Elements Below; Cotumn Elements Above; Slab Elements; Slab Element Ouaine Only- Sc,r.~^ """'-^ Both Faces Concn»«ed i,elnf.; Au*. Face Concentrated Reinf.; Concentrated Relnf.Descriptlons: Top Face DIstrtbuted Refnfboth Faces Distributed Rein,.; Auto Face Podlum_Slab_02_,2012_Example,CRt: -10/15/2012 Dlstra>ut6d Reinf.; Distributed Reinf. Descriptions; Latitude User Concentrated Reinl.; LaOtude User Dislribv Jii?T, \ \ Design Status: Latitude Top Reinforcement Plan - 50 Design Status: Latitude Bottom Reinforcement Plan Podium_Slab_02_2012_Example.cpt -10/15/2012 Design Status: UserLines; User Notes; User Dimensions; Latitude Span Designs: Span Design Bottom Bars: Span Design Bar Desci^tions: La^ude OS Designs; DS Design Bottom Bars: Drav^ng Import: User Lines; User Nofes; User Dimensions; Element: Wall Eletnents Below; Waif Efements Above; Wa8 Element Outline Onfy; Coiumn Etements Betow; Cotumn Elements Above; Slab Elements: Slab Element OuUine Only; Reinforcement: Bottom Face Concentrated Reinf.: Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Bottom Face Distnbuted Retnf.; Both Faces Distributed Reinf.; Auto Face Distributed Rrinf.; Distrtt}uted Reinf. Descriptions; Latitude User Concentrated Refnf.; t^tfttide User i Scate «1:185 Design Status: Latitude Bottom Reinforceraent Pian x 51 Design Status: Latitude Shear Reinforcement Plan E>esign Status: User Lines; User Notes; User Dimensions; Latitude Span Designs; Span Design Sbcar Bart; Span Design Bar Descriptions; Latitude DS Designs; DS Design Numbers; DS Design Sheer Bars; ISrawing Import: User Lines; liser Notes; User Dimensions; Elsment: Walt Etements Betow; Wait Elements Above; Watt Etement Outffne Onfy; Column Clements Below; Cotumn Elements Abtrve; Stab Etements; Stab Element Outline Onty; Scale-1:185 Podium_Slab_02_2012„Example.cpt;- 10/15/2P12 Design Status: Latitude Shear Reinforcement Plan - 52 Design Status: Longitude Status Plan Design Sfatus: tJser Lines; User Nofes; User Dimensiorts; Longitude Span Designs: Span Design Numbers; Span Design Status; Longitude DS Designs; DS Design Numbers; DS Design Status; Drawing Import: User Lines; User Nofes; User Dimensions; Element: Walt Elements Below; Wall Elements Above; Wall Element Outltne Only; Column Elements Below; Coiumn Elements Above; Slab Elements; Stab Element Outline Only; Scale = 1:185 Podium_Slab_02_2012_Example.cpt -10/15/2012 Design Status: Longitude Status Plan 53 Design Status: Longitude Top Reinforcement Plan Podlum_Sl8b_02_2012„Example.cpt-10/15/2012 Design Status: User Lines; User Notes; Us^ Dimensions; Lon^tude Span Designs; Span Design Top Bars; ^an Design Bar DescHptions; Longitude DS Designs; DS Design Top Bars; C^wfng import: Usctr Lines; User Notes; User Dimensions; Element: Waif Elements Below; Wall Efements Mioye; VltaH Element C^flfne Only; C<^umn Etements Betow; Column Elements Above; Sfab Elements; Slab Element Otitline Onty; Reinforcement: Tap Face Concentrated Refnf.; Botti Faces Concentrated R^nf.; Auto Face Concetrtrated Reinf.; Concentrated Reinf. Descriptions; T<^ Face Dfstributed Reinf,: Both Faces Distributed Reinf.; AtJto Face Olstrtouted Reinf.: Distributed Rwnf. Descriptions; Longitude User Concentrated Rein!.; Longitude User Dis^ Scate -1:185 \ \ Design Status: Longitude Top Reinforcement Pian - 54 Design Status: Longitude Bottom Reinforcement Plan Podium„Slab_02_2012_Example.cpt - 10/15/2012 Design Status: User Lines; User Notes; User Dimensions; Longitude Span Designs; Span De^gn Bottom Bars; ^an Design Bar Descriptions; Longitude DS Designs; DS Design Bottom Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Waif Efements Below; Wall Elements Above; Wall Element Outlfne Only; Coiumn Etements Below; Cotumn Elements Above; Sfab Elements; Slab Elsment Outline Only; Reinforcement: Bottom Face Concentrated Reinf.: Both Faces Concetitrated Reinf.; Airto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Bottom Face Distributed Reinf.; Bc4h Faces Ofsti^uted Reinf.; Auto Face Disttibuted R^nf.; DistrHiuted Retnf. Descriptions; Lonsitude User Concentrated Reinf.; Longitude U Scate* 1:185 \ Design Status: Longitude Bottom Reinforcernent Plan - 55 Design Status: Longitude Shear Reinforcement Plan Design Status: User Lines; User Notes; User Dimensions; Longitude Span Designs; Span Design Shear Bats; Span Design Bar Descriptions; Longitude OS Designs; DS Design Stiear Bars: Drawing tmport: User Lines; User Notes; User Dimsnsions; Element: Wall Elements Below; Wall Elements Above; Walt Etement Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Elsment Outline Onty; Scale-1:185 Podlum_Slab_02_2012_Example.cpt=-10/15/2012 Design Status: Longitude Shear Reinforcement Pian - 56 Calc Log Podlum„S!ab_02_2012_Exampie.cpt - 10/15/2012 Calculating All (Everything Out-of-Date)(Considering Previous Warnings) Active Calculation Options: The structure is not automatically stabilized in the X and Y directions. Supports above slab NOT included in self-dead loading. Tendon vertical component NOT considered in punch check reactions. Design reinforcement, 6 zero-tension iterations are used to eliminate tension In area springs. Creep Factor of 3,35 used in ECR and load history calculations. Shrinkage strain of 0.0004 used in ECR and load history calculations. ACI 318-08 is used in design. Live load reduction not used Assembling Stiffness Matrix. 23185 Degrees of Freedom Triangularizing Stiffness Matrix, Creating Self-Dead Loading, No Tendons to Generate on Latitude Tendon Parameters layer No Tendons to Generate on Longitude Tendon Parameters layer Creating Balance Loading. Detailing User Reinforcement. Determining Concrete Cross Sections Determining Tendon Cross Sections Determining Reinforcing Bar Cross Sections Solving for Self-Dead Loading. Solving for Self-Dead Loading - Pattern; Full Pattern. Total Loads: (0,0,-1070) Kips Total Reactions: (1.02e-12,-6,34e-12,1070) Kips Load-Reaction Tolerance: (1.02e-12,-6.34e-12,-9.21e-12) Kips Solving for Balance Loading. Balance Loading has No Loads. Solving for Temporary Construction (At Stressing) Loading. Temporary Construction (At Stressing) Loading has No Loads. Solving for Other Dead Loading. Solving for Other Dead Loading - Pattern: Full Pattern. Total Loads: (0,0,-342) Kips Total Reactions: (-6.35e-13,-2,82e-12,342) Kips Load-Reaction Tolerance: (-6,35e-13,-2.82e-12,-1.08e-ll) Kips Solving for Live (Reducible) Loading. Solving fbr Live (Reducible) Loading - Pattern: Full Pattern. Total Loads: (0,0,-94.4) Kips Total Reactions: (-5.29e-13,-3.16e-14,94.4) Kips Load-Reaction Tolerance: (-5.29e-13,-3.16e-14,-1.95e-ll) Kips Solving for Uve (Unreducible) Loading. Solving for Live (Unreducible) Loading - Pattern: Full Pattern. Total Loads: (0,0,-846) Kips Total Reactions: (8.32e-13,-7.35e-12,846) Kips Load-Reaction Tolerance: (8.32e-13,-7.35e-12,l,09e-ll) Kips Solving for Live (Storage) Loading. Live (Storage) Loading has No Loads. Solving fbr Live (Parking) Loading. Live (Parking) Loading has No Loads. Solving fbr Live (Roof) Loading, Live (Roof) Loading has No Loads. Solving for Snow Loading. Snow Loading has No Loads. Calculating Precompression in Cross Sections Solving for Hyperstatic Loading. Solving for All Dead LC, Solving for Dead + Balance LC. Solving for Initial Service LC, Solving for Service LC: D L, Solving for Service LC: D + Lr. Solving for Service LC: D + S. Solving Ibr Service LC: D -i- 0.75L + 0.7SU Solving for Service LC; D + 0,75L + 0.75S. Solving for Sustained Service LC. Solving for Factored LC; 1.4D. Solving for Factored LC: 1.2D + 1.6L -t- O.SLr. Solving for Factored LC: 1.2D + flL -t- 1.6Lr. Solving for Factored LC: 1.2D + 1.6L -i- O.SS, Solving for Factored LC; 1,2D + flL -i- 1.6S. Calculating Code Minimum Design envelopes. Calc Log -1 Podium__Slab_02„2012„Example,cpt - 10/15/2012 Calc Log (3) Cakrulating User Minimum Design envelopes. Calculating Initial Service Design envelopes. Calculating Service Design envelopes. Calcuiating Sustained Service Design envelopes. Calculating Strength Design envelopes. Calculating Ductility Design envelopes. Calculating Code Minimum Design - Pass 0 Calculating User Minimum Design - Pass 0 Calculating Initial Service Design - Pass 0 Calculating Service Design - Pass 0 Calcuiating Sustained Service Design - Pass 0 Calculating Strength Design - Pass 0 Calculating Durtility Design - Pass 0 calculating Code Minimum Design - Pass 1 Calculating User Minimum Design - Pass 1 Calculating Initial Service Design - Pass 1 Calcuiating Service Design - Pass 1 Calculating Sustained Service Design - Pass 1 Calculating Strength Design - Pass 1 Calculating Ductility Design - Pass 1 Calculating Code Minimum Design - Pass 2 Calculating User Minimum Design - Pass 2 Calculating Initial Service Design - Pass 2 emulating Service Design - Pass 2 Calculating Sustained Service Design - Pass 2 Calculating Strength Design - Pass 2 Calcuiating Ductility Design - Pass 2 Calculating Code Minimum Design - Final Design Check C^tailating User Minimum Design - Final Design Check Calculating Initia! Service Design - Final Design Check Calculating Service Design - Final Design Check caoilating Sustained Service Design - Final Design Check Calculating Strength Design - Final Design Check Calculating Ductility Design - Final Design Check Laying Out Program Reinforcement 0(*imizing Program Reinforcement Layout Qxiverting SSR Designs Owjverting Transverse Bar Designs Detailing Program Reinforcement WARNING; Longitude concentrated program reinforcement at (200,7,87.73) has a vei User Continued After Warning Estimating Costs TJife analysis has been completed successfully, check above for any w/arnings or errors. Calc Log - 3 Podium_Siab_02_2012_Example,cpt -10/15/2012 Calc Log (4) ry small spacing (1.591 inches). You may be able to resolve this problem by converting the bars to user reinforcement and adjusting the width and spacing. Calc Log - 4 Square Spread Footing Design Project: Sales (20!0CBC) Job No.; ni32A.I Design Parameters F3 F4 F5 F6 F7 F8 Soil Capacity * = 5000 psf Size, WxB 3.0 4.0 6.0 7.0 8.0 Concrete, fe = 3000 psi Area, 9.0 16.0 25.o; 36.0 49,0 64.01 Reinforcement, fy = 60,000 psi Footing Thickness, in. 12 12 14 18 20 24i Soil Bearing Capacity 5000 5000 5000 5000 SOOO 5000; P, allowable, kips 44 78 121 172 233 301; * increase psf for each fl depth over 2 Pu, allowable, P* 1.55 68 120 187 266 361 466 ft., and for each ft. width over 2 ft.. Column Size, in. !2 12 12: 12 12 12 with 3000 psf max. cumulativg increase Effective Fig, d, io. S 8 10; 14 16 20 Soils Pressure, ksf 7.5 7.5 7.5 7.4 7.4 7.3 Increase depth from = 2.0 ft. Shear; Increase = 1500 psf Punching shear, kips 47 99 232 321 4!4 Vu, allowable, kips 119 119 1641 271 334 477 Increase width from = 2.0 ft. Vu OK Vu OK VuOK Vu OK VuOK Vu OK Increase = 0 psf Beam shear, kips 2,5 6.3 8.7' 9.9 12,3 13.4 Vu, allowable, kips 8.9 8.9 U.2 15.6 17.9 22,3 Maximum lncrea.?e = 3000 psf VuOK VuOK Vu OK Vu OK Vu OK Vu OK Bending; Mu, ft-kips 3.8 8.5 is.o: 23.1 33.1 44.6 Ku, psi 65 !47 !66 131 144 124 P 0.00! 1 0.0025 0.0029 0.0022 0.0025 0.0021 As, in'^l 0.42 1.29 2.29-3.01 4.4 J 5.41 Number of Rebars 3 4 6 7 6 7 Rebar size #4 #6 #6 #6 #8 #8 As, actual, in.'-2 0.60 1.76 2.64: 3.08 4.74 5.53 As OK As OK As OK As OK As OK As OK CEC 10/15/2012 Marbrisa Sales Building Burkett & Wong, Eng. Spread Footings.xls Self-Dead Loading: Std Reactions Plan Sm-S)»mt t<»Kl!ns: Poisf ItmH; Paint i.<m4 icons; PoW Load mmti; Um Loads; Um Lisa!) teons; Una Itiixl ¥»)«««; Aran Lo»^«: Aiais LoKi icons; Aras i.OMS Vaiiuss; Uiwr Nofas: l!»ar Linsa: t t3nswin@ fRtjMjrt; ISw tto!«a; Uasw tiR«a; tiaar ^tuarisktjia; Bsmao): ti** EtorswnSs Mtiixm; Ws!! eiainatUffi 8»isw; 1«M Elormnl til|iigaiflR!>; Colwwt Eisflwia *l»i»; Coilisia Eivmnie B^lass; S!»i) EisiiMsnrs; SIsSj eniiwiil Outli!!* Oniy: Salf-Daad LoaaSng - Raasfion p^: (pit ttaiow.Colijisf! BajBW.PoW S^jJ^ytis SssrinftPoInt Siit!fiijrt,(.is» Sa?>fi<!ttMFi,rs.r«,Mf.Ma.»)(S!aMisrt Ci>«t*«i) Pod!um„S!ab_02„2D12_Exampl8.cpt -10/15/201 ^ ^ Fa!<0,031 • m 1 ; " S 3: fm17.i. ? fr:..0 UOSISI f r m ! Fr-4.rS 2 ^ s S f 5?f «>4 s s i *li £ t £ » s si i:f::D,2'? Fa.:;T.a3o.iS ••;;:^ A- ® •>/^-s^Si, Self-Dead Loading: Std Reactions Plan other Dead Loading: Std Reactions Plan Ottwf OMd LosdiBg: Pain! lasil iesma: point Load V«S!»s: Um Loatf icons; Ltna Loat! VSSIM; AJM i.o»d Scons; AIM Load Vntuat; U?uw Nolaa; iSsar Umt: iissr CifMnsloris: Dra«H«g Usaf Notfte; U»«f LSrjss; Us** Difiia««fofi»; BiMWmi: !<W! glarom*! Aiwws; i«sa £!»»»«!» Bsiow; Ws^i BMwmS Oi)SJis((i^!y; CoiMran Eiamei!!* AJMJW!; Cotumn Elsmanis Bate*; Slab ESswants; Sisli Eisjiisnt Ou!!!r» Oniy; S««to-1:t»S f!ui.mii.9 Qflm Omd Loa*!!S - RaiKtisa^oS; {(MWI Ssiow.CoiMmn 8st<>w,?olK! j^!^U«» Sprtna.Poini S«ps>ijt(,ll!!» Si^portJCFr.rs.Fz.SSi.iSSa.SSjliStaMiaKi Ctwisst) "-* f!Hf.i.J&>l4 Podlum..Slab_02,.201?._Example.Cjjt •• 10/lS.i?.0i: j i ^ A M li* ] !Hs>..o.ssr mf CESS f r-r-4!.l»1?S i'Fsi»0.K!0.543 s s 4? fsaO.OOSTS 29.3 t s iL S 3'! « S S « s I, •Z it " 5! E 5! ( >I i: " S S ^! j....... •^ other Dead Loading: Std Reactions Plan Live (Reducible) Loading: Std Reactions Plan Li!» CfS8«<K!!ll«) loadXm; fsifi! Lssd feons; I»<»iii! laM V»li«s; Um Losd lams; Um Los4 Valuta; Aura Load tonis: to>a LoaS Virtuiw; Osar UMT LInm; ilsar Wmansinna; Dmssfiisg SsnjKirt: Us#f Maias; Sfasr tiflas; User DimsnsieRs; ElaiwMiS: HWi B«tl»«t» AiWM; Wai! E!a!wai*> 8«)o«; *«( EtostMi Of^tf^nlr. Koiunm Eiwiwssts M!OM>: Munw ElssMilto Briow; Siali £!«!»!«; Slab Eiamatii Ouiiina 0«ly; Sa!!a»i;18S Fs»t.84*.S 1 Podlum„Slsb_02„2012„Example.cpt -10/15/201 111: Ax.** K s g v H s r.. F8--S.0O03O9 s «fS7:.W.%' f Ffatl.iKBiiiS FsiO.MOMtS Live (Reducible) Loading: Std Rts)ctions Pten -: Pod!um...,Slab..,.02,...2012...Example.Cf* •• 10/lsg.or. Live (Unreducible) Loading: Std Reactions Plan Uwi (limiJlKlfeSs! LostSiBs: M« Luat! ieoss; Politi tmwi Vstaaa; tha tttad kxtmt Um U»d Vsiuas; tats Loa<! Isons: teas toad Vafiies; Usat Noiaa: Umr Llnaa: tear Wmansions; Dfawing ffnpwtS: Wat*a; Uaar Lln«s; Uaar E^twtaions: Bsitiatrt: W«« KlarasfSa ASiow; W»« ef«>r»t!ts Krtow; VteS EtexMni Ol)%t^;3n!v; Colutjw B«««jl!i /«»»»; Coiusirt E!»«l»«t» Bntow; SIsl! EimwKiis: Slab Kismant Oullln* Only; U»» Sy«ir»diK»i(«J Lo»«i5g - Ssfctijjii Plot; {Wai! Baiew.CojMmn Stimffigii^piin^XIm Spting,Poi!it Sa(i|K!rt,L!ns Sappan)(fr,fs,r:i,m,mMm^lme!i!a Con " f SSis-S.SIa-l.l I 1 •j,M^.-^si».ii 112 a iZ as Si 11 £*S9.*!«-7 f ? Fr>fl.!»<!333 4s,%-%-V •:>\ • <•? [: u. u. ^ Fr..0.117 Fsi.-.i.T6e.8 F»=33.3 f Mr|S.(!S«.ia " S S "'^ -..•^\J'A. ^•^<^ sit- Live (Unreducible) Loading; Std Reactions Plan ^ BURKETT&WONG ENGINEERS Date: February 12, 2013 Engineer: CC Project: Marbrisa Resort Sales Building Project No: 11132A RESPONSE STRUCTURAL ENGINEERING CIVIL ENGINEERING SURVEYING LAND PLANNING STRUCTURAL RESPONSES TO ESGIL COMMENTS Item 41 42 RECEIVED FEB 25 2013 CITY OF CA.RLSBAD BUILDING DIVISION Response Per conversation between architect, EsGil and structural engineer, 50 psf live load with 15 lb partition load is acceptable everywhere except for the lobby, where 100 live psf was used on concrete slab. a) Please reference SK-1 for location of 9' shear walls along grid line G at the third floor. b) There are perforated shear walls on grid lines Bl and B2 which were designed with the Risa on pages 21 to 24 of the calculations package. The excel was only used to estimate the shear force tributary to these walls. The length of wall along this grid line will be changed to "PERFORATED" to signify this. Line "Gl" is also specially designed to transfer forces around the door opening, see detail 2/S 1.4. Please reference page 18 of the calcs. As for line east grid line "G2", the 19 feet is the sum of a 7ft shear wall and the 12 foot wall. Because these walls are within 3'-6" of each other, which is less than 15% of the total length, they can be idealized as one shear wall, please reference SK-2. c) Similar to part "b," there are perforated shear walls on grid lines Bl and B2 which were designed with the Risa on pages 21 to 24 of the calculations package. The excel was only used to estimate the shear force tributary to these walls. The length of wall along this grid line will be changed to "PERFORATED" to signify this. As for line west grid line G, the 20 feet is the sum of a 7ft shear wall that is actually on grid line F, and the 13 feet on grid line G. Because these walls are within 3'-6" of each other, which is less than 15% of the total length, they can be idealized as one shear wall. Please see hand calc on page 18 for west grid line G calculation. d) Calculations show #6@12" each face horizontally. To avoid error in the field, #6@12 will be used floor to ceiling per 16/S3.1 at the elevator. 16/S3.1 is only applicable where called out on S2.0. Details 6 and 11/S3.1 do not apply to the calculation from page 25 since they do not retain the same amount of soil. Detail 3434 Fourth Avenue • San Diego, CA 92103 P 619 299 5550 • F 619 299 9934 • www.burkett-wong.com San Diego - Las Vegas 7/S3.1 is called out for the transition above and will point to appropriate wall from details 16 or 17. e) Drags were verified as follows: At roof, drags exist on plans for each line where necessary except at 5, 6, 13, 14 where truss drags into shear wall and grid line 4,15 where the diaphragm adequately transfers shear (1 l'x280plf=3.08k, 8'x280=2.24k). At third floor, drag added to grid line 14. Grid line 1 and 15 do not require straps since diaphragm adequately transfers (20'x280plf=5.6k), Grid lines 4,15 already have straps. Grid line 5, 7, 8, 11, 12 have WF to drag into shear wall, drag not needed. f) Input provided in calculations pages 63 to 64. Additional model images have been added to show breakdown of loads, 65-69. 43 There is a note in detail 2 that points to detail 7 for hold downs that are necessary at the upper floors. Hold downs and straps have been verified again at all floors. 44 The 988 is the factored plf shear force. To the right in the same excel showing 988, there is the ASD force, 691 plf, which is adequate for a 2E wall. 45 The shear value of 1981 plf is a factored load. Adjacent to that value in the spreadsheet is the ASD loading value, 1386 plf, suitable for a 2E2 wall. Walls have been double checked, and meet ASD capacities of shear walls or strong walls. 46 Max height is typically 12', with a max height of 20' at the elevator pit. This will be noted on the details 1 and 17 on S3.1 50 Documents comply, lintel details now referenced on S2.0 in two locations. © BURKETT&WONG ENGINEERS ® TYPICAL a FLOOR: ly/QYPCRETEOVER 3«" COX (4804) PLYWOOD SHEATHMG. NAILS PER/1g^l (BLOCKED) ly/QYPCRETEOVER 3«" COX (4804) PLYWOOD SHEATHMG. NAILS PER/1g^l (BLOCKED) SCALE 1W» r-O" 2N0 FLOOR SHEAR WMLiS •MMMMaanmoN NMUHBDCSMUKM ™® A m • m C m 0 « e F M E H » n4D MM MN mmm M>HK mmm SECOND aOOR-FRAMING PLAN •.jtMracMDum UM MM-KtZ WM W mcHO w ojrmcNO E JT^MMM MMnr IMT mnicT-i M r ir •vac jr Mcru an* IT Of. man IMT mucT-i H r ir tr 4Man IMT inwcT-f H r tr •irac ir jMarofi. •Mflrac Mi arr isnr Riwcr>t Mi r tr r MA. m«rac. mart M r tr • irac r HA, JTHMCMUGMMa tmirr @ tmr EACH MCI muer-i tM r ir srac )«r MA MAroc •naoBiMiHn. STMiflMuaan tMarr 0 lur CHatrauCT-i H r 44ro.c. w waroc BiCiraLC: m taaMfUMR nm fllWOOMl m m emn-n aiaoifair V? m cm V? mmmmiu MtmtMoM V? m t4 MOOBH ARM THM SHBWVWLL SCHEDULE 2WPaOOR SHEAR VWttL HOLDOWN SCHEDULE NOGLE ONUFER ASSOCIATES ARCHITECTS I <! Sf II Co S'aies Bldg SECOND FLOOR nMMMapuw S2.2 U. OFFICE LOCATIONS SAN DIEGO liMPERiAL COUNTS 6295 Ferris Square Suite C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 ORANGE COU.NTN CORPORATE BRANCH 2992 E. La Palma Avenue Suite A Anaheim, CA 92806 Tel: 714,632.2999 Fax: 714.632.2974 INLAND EMPIRE 14467 Meridian Parkway Building 2A RivereidcCA 92518 Tel: 951.653.4999 FHK: 951.653.4666 I NDIO 44917 Golf Center Pkwy Suite I Indio, CA 92201 Tel: 760.342.4677 Fa.x: 760.342.4525 OC/LA/lNLAND EMPIRE DISPATCH 800.491.2990 S.vN DIEGO DISPAICII 888.844.5060 www.mtglinccom February 22,2013 RECEIVED FEB 25 2013 CiTY OF CARLSSAD BUILDING DIVISION Geotechnical Engineering Construction Inspection Materials Testing Environmental Grand Pacific Resorts, Inc. 5900 Pasteur Court, Suite 200 Carlsbad, Califomia 92008 MTGL Project No: 1916A09 MTGL Log No: 13-166 Attention: Mr. Houston Arnold Subject: REVIEW OF FOUNDATION PLANS Marbrisa Resorts - Sales Building Carlsbad, Califomia Reference: MTGL, Inc. (2011). Geotechnical Investigation, Proposed Sales, Activity and Fitness Building, Carlsbad Ranch, Planning Area 5, Marbrisa Phase II. Carlsbad. California, MTGL Project No. 1916-A08, Log No. 11-1409, November 4. Burkett &Wong (2013). Structural Plans for: Sales Bldg. Marbrisa Resorts, Carlsbad. Califomia, February 13. Dear Mr. Arnold: Per your request, we have reviewed the Structural Drawings prepared by Burkett & Wong for the Sales Building located at the Marbrisa Resorts in Carlsbad, Califomia for general conformance to the geotechnical recommendations presented in our referenced report (2011). Based upon our review of the plans, it is our opinion that the geotechnical recommendations presented in the referenced report have been properly incorporated into the plans. We appreciate this opportunity to be of continued service to you. Should you have any questions regarding the information contained herein, please contact us at your earliest convenience. Respectfully submitted, MTGL, Inc. Sam E. Valdez, RCE 56226, RGE 2813 Vice President | Engineering GEOTECHNICAL INVESTIGATION Proposed Sales, Activity and Fitness Buildings Carlsbad Ranch, Planning Area 5 MarBrisa Phase II Carlsbad, Califomia Prepared For: Grand Pacific Resorts, Inc. 5900 Pasteur Court, Suite 200 Carlsbad, California 92008 Prepared By: MTGu Inc. 6295 Ferris Square, Suite C San Diego, Califomia 92121 RECEIVED Project No. 1916-AOS Log No. 11-1409 p£B 25 2013 CITY OF CARLSBAD BUILDING DIVISION Office Locations Orange County Coniorste Branch: 2992 E. La Paima Avenue Suite A Anaheim, CA 92806 Teh 714,632,2999 Fax: 714,63?.JB74 San Oisgo Imperial Cointy 6295 Ferris Square Suite C San Diego, CA92121 Tel: 85S.537.3999 Fax: 85B.537.399D Inland Empire 14467 Meridian Parkway Building 2A Riverside, CA 92518 Tal: 951.653.4999 Fax: 851.653,4666 Indio 44917 Golf CentDrParfeyay Suite 1 Indio, CA 92201 Tel: 760,342.4677 Fax: 760.342.4525 OC/LA/lnland Empire Dispateh 800,491.2000 San Oiago Dispatch BB8.844.5060 www.mtglinccom Project No. 1916-A08 Log No. 11-1409 November 4,2011 Grand Pacific Resorts, Inc. 5900 Pasteur Court, Suite 200 Carlsbad. California 92008 Attention: Mr. Bruce Zelenka SUBJECT: Geotechnical Investigation Proposed Sales, Activity and Fitness Buildings Carlsbad Ranch, Planning Area 5 MarBrisa Phase II Carlsbad, Califomia Dear Mr. Zelenka: In accordance with your request and authorization we have compieted a geotechnical investigation at the site for a proposed Sales, Activity and Fitness Buildings including two Swimming Pools at the Carlsbad Ranch, Planning Area 5, MarBrisa Phase II in Carlsbad, CA. We are pleased to present the following report with our conclusions and recommendations. Hie site for proposed development is located inside the MarBrisa Resort that was previously graded with an elevated pad on the east comer with tennis court. Our report concludes that the proposed improvement and addition would be feasible provided the recommendations presented are incorporated into the plans and specifications. Details related to seismicity, geologic conditions, foundation design, and constmction considerations are included in subsequent sections of this report. We look forward to providing additional consulting services during the planning and construction of the project. Sales, Activity & Fitness Buildings Project No. 1916-AOS Leg No. 11-1409 If you have any questions regariing our report, please do not hesitate to contact this office. We appreciate this opportunity to be of service. Respectfully submitted, MTGL, Inc. Eduardo C. Dizon, R<tE^) Senior Engineer M B. (Ben) Lo, RGE Chief Geotechnical Engineer Sales, Activity & Fitness Buildings Project No. 1916-AOS MarBrisa Resort. Carlsbad. CA Lop No. 11-1409 TABLE OF CONTENTS INTRODUCTION 1 PROPOSED CONSTRUCTION 1 SCOPE ^ 1 SITE DESCRIPTION 2 FIELD EXPLORATION 2 LABORATORY TESTING ^ 3 GEOLOGY 3 REGIONAL GEOLOGY 3 LOCAL GEOLOGY 4 SITE GEOLOGIC CoNDmoNS 4 Fill .4 Terrace Deposit 5 GROUNDWATER 5 DISCUSSION OF GEOLOGIC AND SEISMIC HAZARDS 5 FAULTING AND SEISMICITY 5 LIQUEFACTION POTENTIAL 6 LANDSLIDE, MUDFLOW AND FLOODING 6 GROUND RUPTURE O 6 SEISMIC SETTLEMENT 6 LATERAL SPREADING 7 TSUNAMIS AND SEICHES 7 SEISMIC DESIGN PARAMETERS 7 SUMMARY AND CONCLUSIONS 8 GENERAL CONSIDERATIONS 8 EXCAVATION CHARACTERISTICS 8 CUT/FILL TRANSITION CONDITIONS 8 EXPANSION POTENTIAL 8 CoRRosivrrY 8 RECOMMEMDATIONS 9 GENERAL 9 SITE GRADING RECOMMENDATIONS 9 Site Preparation 9 Temporary Excavation 9 Site Grading 10 iii Sales, Activity & Fitness Buildings Project No. 1916-AOS MarBrisa Resort. Carlsbad. CA Log No. 11-1409 General Compaction Standard 11 Import Fill Material 11 FOUNDATION 11 LATERAL RESISTANCE 12 SETTLEMENT 12 INTERIOR SLAB-ON-GRADE 12 EXTERIOR CONCRETE SLAB/FLATWORK 13 RETAINING WALL 13 PRELIMINARY PAVEMENT 14 CONSTRUCTION CONSIDERATIONS 15 Moisture Sensitive SoilsAVeather Related Concems 15 Drainage and Groundwater Considerations 16 Excavations 16 Utility Trenches 17 SITE DRAINAGE 17 PLAN REVIEW 17 GEOTECHNICAL OBSERVATION/TESTING 17 UMITATIONS —18 Figure 1 - Site Location Map Figure 2 - Boring Location Plan Appendix A - References Appendix B - Field Exploration Program Appendix C - Laboratory Testing Procedures Appendix D - Engineering Analysis Appendix E - General Earthwork and Grading Specifications IV Sales, Activity & Fitness Buildings Project No. 1916-AOS MarBrisa Resort. Carlsbad. CA Log No. 11-1409 INTRODUCTION In accordance with your request and authorization, MTGL, Inc. has completed a geotechnical investigation for the subject site. The following report presents our findings, conclusions and reconunendations based on the results of our investigation, laboratory testing and engineering review. PROPOSED CONSTRUCTION A sales building of two to three-story with basement is planned on elevated pad with existing tennis court. Planned grading for the basement level consists of the removal of approximately 12 feet of the existing soil. In addition, site grading is to include the re-constraction of the elevated pad slopes to enlarge the existing pad area. The activity and fitness buildings including associated two swimming pools are to be constmcted west of the sales building. It is our understanding that the activity and fitness buildings are to include a basement level. Additional related improvements include paved driveway and parking, flatworks, and underground utihties. Future thirteen two- to three-story villas with paved parking are planned around the swimming pools. SCOPE The scope of our Geotechnical services included the following: • Geotechnical investigation consisting of drilling six borings to explore subsurface conditions and to obtain samples for laboratory testing. (See Geotechnical Boring Location Plan, Figure 2, for the location of borings, and Appendix B, Field Investigation, for boring logs). • Laboratory testing of samples (See Appendix C). • Geotechnical engineering review of data and engineering recommendations. • Preparation of this report summarizing our findings and presenting our conclusions and recommendations for the proposed construction. Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort. Carlsbad. CA Log No. 11-1409 SITE DESCRIPTION The project site is located on the northwestem portion of the existing MarBrisa Resort on Grand Pacific Drive south of Canon Road in Carlsbad, CA. Existing development at the MarBrisa Resort includes a hotel building, resort conference facility building, restaurant building, sales building, villas, paved driveway and parking, and associated retaining walls and landscaping. Mass grading for the entire MarBrisa Resort including the project site under this investigation was performed in 2005 and 2006 under the observation and testing of Leighton and Associates, Inc. The sales building site located on the southeast comer is elevated with a ground elevation of approximately 215 feet. The site for the planned activity and fitness building including two swimming pools and fiiture villas are located on the gently slopes down to the west with elevation ranging from 198 feet to 186 feet. Currently tiiis area is tilled with partial plants within the soutiieast. Numerous shallow underground water Unes exist on the entire lot for irrigation purposes. The As-Graded Report by Leighton and Associates, Inc. dated August 2, 2006 reveals the tennis court area is mantled by approximately 14 to 18 feet of documented fill. The other area of the site is mantled by varying thickness of documented fill ranging from 2 to 13 feet. Expansive clayey soil was buried at the time of mass grading within the future planned parking lots. FIELD EXPLORATION The subsurface conditions at the project site were explored with six test borings. Two of the borings were drilled witiiin the pool area and four of the borings were drilled within the sales building location. The approximate boring locations are shown on the Boring Location Plan (Figure 2). All borings were advanced with a tmck mounted drill rig equipped with an 8" diameter hollow stem auger. The borings were drilled to a depth of between 20 and 50 feet below existing site grades. Samples were obtained with the Standard Penetration Test (SPT) and CAL Sampler for geotechnical testing. See Appendix B for further discussion of the field exploration including logs of test borings. Sales, Activity & Fitness Buildings Project No, 1916-AOS MarBrisa Resort. Carlsbad. CA Log No, 11-1409 LABORATORY TESTING The laboratory testing included moisture content of the disturbed and undisturbed samples. The maximum density was determined on selected samples of the near surface soils for compaction and shrinkage calculations. Direct shear and consolidation testing were accomplished for foundation bearing determinations. Soluble sulfates were determined on selected on-site soil samples to determine its degradation on concrete structure. Resistivity and pH testing were performed on representative soil for corrosion potential of buried metals. Index testing including sieve analysis and expansion index were performed on selected soil samples. R-value testing was performed for pavement design analysis. The results and expanded explanation of laboratory testing are presented in Appendix C. GEOLOGY Regional Geology The site lies within the Peninsular Ranges province of Southern Califomia. The Peninsular Ranges are a group of mountain ranges, in the Pacific Coast Ranges, which stretch 1500 km from southern CaUfomia in the United States to the southern tip of Mexico's Baja Califomia peninsula. They are part of the North American Coast Ranges that ran along the Pacific coast from Alaska to Mexico. Elevations range from 500 ft to 11,500 ft. Rocks in the ranges are dominated by Mesozoic granitic rocks, derived from die same massive bathoUth which forms the core of the Sierra Nevada Mountains in California. They are part of a geologic province known as the Salinian Block which broke off the North American Plate as the San Andreas Fault and Gulf of California came into being. According to Kennedy (1975), the Peninsular Ranges province includes two principal rock units. The underlying basement rocks include igneous and metamorphic rocks and the overlying rock units include sedimentary rocks of a variety types. The basement rocks are structurally complex, metamorphosed volcanics and volcaniclastic rocks and intmsive rocks related in part to emplacement of the Cretaceous age southern Califomia batholith which forms the backbone of the Peninsular Ranges province. The overlying sedimentary rocks were deposited on a high relief surface. Most of the overlying sedimentary rocks are Upper Cretaceous age strata of Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort. Carlsbad. CA Log No. 11-1409 marine, lagoonal, and nonmarine origin related to two major transgressive and regressive depositional episodes. The geologic stmcture of southem Califomia is dominated by right-lateral strike-slip faulting with the movement of two tectonic plates. The San Andreas fauh system marks the principal boundary between the Pacific plate and the North American plate. Additional faults that affect the geologic stmcture of the project vicinity include the Elsinore-Julian Fault and the Rose Canyon Fault. Local Geology The project site is located within a developed area with documented fill. Based upon available geologic map (Tan and Kennedy, 1996, Oceanside, San Luis Rey and San Marcos 7.5' Quadrangles), the underlying natural soil at the site consists of the Pleistocene-aged Terrace deposits. The Terrace deposits are composed of reddish-brown, poorly bedded, poorly- to moderately-indurated sandstone, siltstone and conglomerate. This unit was encountered in all borings below the fill at approximate depth of between 8 and 18 feet below existing site grades. Site Geologic Conditions A brief discussion of the earth materials encountered in the borings is presented in the following sections. Refer to the borings logs in the Appendix B for a more detailed description of these materials. Fill Documented fill material was encountered in all borings ranging in thickness between 7 and 18 feet from the surface. The encountered fill generally consists of brown to orange-brown silty sand, which was generally moist and medium dense to very dense at the time of our exploration. The documented fill in its current condition would be suitable for stractural support for the proposed development. However, for uniform soil bearing support and to ehminate cut/fill transition conditions within building pad it is recommended that existing soil should be excavated and recompacted to a depth of at least 2 feet below bottom of footings. Lab test results indicate a very low expansion potential for the existing on-site fill soils. Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort. Carlsbad. CA Log No, 11-1409 Terrace Deposits Underlying die fill is Terrace deposits, which extend at least to the maximum explored depth of 50 feet below existing site grade. This encountered deposits generally consists of orange-brown silty sand. At the time of exploration the deposits were moist and dense to very dense. Expansion potential for this Terrace deposits is very low. Groundwater Groundwater was not encountered within the maximum explored depth of 50 feet below existing grade. Geotechnical reports by Leighton and Associates, Inc, reported localized perched groundwater encountered during their investigation and the subsequent mass grading at elevation between the terrace deposits and the underlying Santiago Formation. During our investigation the underlying Santiago Formation was not encountered. The perched groundwater would have no impact on the proposed development. However, it is possible that transient oversaturated ground conditions at shallower depths could develop at a later time due to periods of heavy precipitation, landscape watering, leaking water lines, or other unforeseen causes. DISCUSSION OF GEOLOGIC AND SEISMIC HAZARDS Faulting and Seismicitv Faults are one of the most widespread geologic hazards to development in Califomia. Faults of most concem are those designated as active (less than about 11,000 years since last movement and potentially active (11,000 to about 750,000 years). According to Hart and Bryant, (2007) the site is not within a designated earthquake fault zone. In the event of an earthquake, the closest active fault likely to generate the highest ground accelerations at the site is the Rose Canyon Fault, which rans parallel to and just offshore of the coast from north of Carlsbad to south of Lindbergh Field. The Rose Canyon Fault with a maximum earthquake magnitude (Mw) of 7.2 is located approximately 8.5 km southwest of the project site. A number of other significant faults also occur in the San Diego metropolitan area suggesting tiiat tiie regional faulting pattern is very complex. Faults such as those offshore are known to be active and any could cause a damaging earthquake. The San Diego metropolitan area has experienced some major earthquakes in the past, and will likely experience future major earthquakes. 5 Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort. Carlsbad. CA Log No, 11-1409 Other active faults which could cause ground shaking at the site include the offshore Newport- lnglewood Fault, located approximately 11.6 km to the northwest and the offshore Coronado Bank Fault, located approximately 21.1 km to the southwest. Liquefaction Potential Liquefaction involves the substantial loss of shear strength in saturated soil, when subjected to impact by seismic or dynamic loading. This usually occurs within a uniform fine-grained soil, with loose relative density, and low confining pressures. Liquefaction potential has been found to be greatest when the groundwater level is within 50 feet from the surface and loose fine sands or silts occur within that depth. Liquefaction potential decreases with increasing grain size, and clay and gravel content, but increases as tiie ground acceleration and duration of shaking increase. The on-site documented fill is underlain by terrace deposits, in tum, underlain by Santiago Formation. Due to the medium dense to very dense nature of Uie documented fill and die underlying formation unit, liquefaction potential at the site is negligible. Landslide. Mudflow and Flooding Landslide, mudflow and flooding are not considered a significant hazard at the site due to the absence of ascending slopes, valleys and rivers in the vicinity area. A review of the available Landslide Hazard Maps (DMG Open-File Report 95-04) indicates no mapped landslide within the project site. Ground Rupture No known active or potentially active faults, with known surface traces, cross die site. Therefore, the potential for ground rapture due to faulting is considered to be negligible. Seismic Settiement Saturated and non-saturated granular soils are subject to densification under strong shaking. The lower the density of the soils, the higher the intensity and duration of shaking, results in greater degree of densification. The project site is underlain by very dense formational unit that is Sales, Activity & Fitness Buildings MarBrisa Resort. Carlsbad, CA Project No. 1916-AOS Log No. 11-1409 considered not subject to settlement. Based on the anticipated earthquake effect and the stratigraphy of the site, seismically induced settlement is considered negligible. Lateral Spreading Lateral spreading may occur where liquefaction occurs at depth and there is either a nearby free face or there is a general slope of the terrain. The overiying non-liquefiable soils tend to break into blocks, which then may tilt and move laterally over the Uquefiable soils. Given the stated low risk potential for hquefaction, we consider the potential for lateral spreading to be negligible. Tsunamis and Seiches Given tiiat the site is located a sufficient distance inland from the coast and due to its elevated location, inundation by tsunamis is considered to be nonexistent. Due to the lack of surface water impoundment in the immediate site vicinity, the seiche potential is also considered to be very low to nonexistent. Earthquake Accelerations / CBC Seismic Parameters The computer program Earthquake Ground Motion Parameters Version 5.1.0 was used to calculate tiie CBC site specific design parameters as required by the 2010 California Building Code (CBC). Based upon boring data and SPT values, tiie site can be classified as Site Class D. The spectral acceleration values for 0.2 second and 1 second periods obtained from tiie computer program and in accordance with Section 1613.5 of the 2(X)7 Califomia Building Code are tabulated below. Ground Motion Parameter Value 2007 CBC Reference Ss 1.252g Section 1613.5.1 Si 0.473g Section 1613.5.1 Site Class D Table 1613.5.2 Fa 1.0 Table 1613.5.3(1) Fv 1.527 Table 1613.5.3(2) SMS 1.252g Section 1613.5.3 SMI 0.722g Section 1613.5.3 SDS 0.835g Section 1613.5.4 SDI 0.481g Section 1613.5.4 Sales, Activity & Fitness Buildings Project No. 1916-AOS MarBrisa Resort. Carlsbad. CA Log No. 11-1409 SUMMARY AND CONCLUSIONS General Considerations Given the findings of the investigation, the proposed project appears to be feasible from a geologic and geotechnical standpoint, provided the recommendations presented in this report are fully incorporated into the design and constraction of the project. Specific conclusions pertaining to geologic conditions are summarized below: Excavation Characteristics The site is mantied by documented fill, underlain by terrace deposit. Excavation on these materials can be accomplished with the use of conventional constraction equipment. Expansion Potential Generally, the engineered fill and terrace deposits possess a very low expansion potential. As a result, the on-site soils are considered suitable for use as compacted fill within the project site. Cut/Fill Transition Conditions With the varying thickness of documented fill of between 2 and 18 feet, it is anticipated tiiat proposed buildings and other stractures to have cut/fill transition conditions. In order to minimize the potential for differential settiement in areas of cut/fill transitions, it is recommended that all proposed buildings and settlement sensitive stractures to be entirely supported by properly compacted fill. A minimum 2 feet of compacted fill is recommended below bottom of footings. This minimum 2 feet compacted fill requirement should extend across the entire building pad and at least 5 feet beyond building footprint. Corrosivitv Corrosion series tests consisting of pH, soluble sulfates, and minimum resistivity were performed on selected sample of the on-site soils. Soluble sulfate levels for the on-site soil indicate a negligible sulfate exposure for concrete stracture. As such, no special considerations are required for concrete placed in contact with the on-site soils. However, h is recommended that Type n cement to be used for all concrete. 8 Sales, Activity & Fitness Buildings Project No. 1916-AOS MarBrisa Resort. Carlsbad, CA Log No. 11-1409 The corrosion potential of the on-site soil is moderate to high and considered to impact underground ferrous metals. The actaal corrosive potential is determined by many factors in addition to those presented herein. MTGL, Inc. does not practice corrosion engineering. Underground metal conduits in contact with the soil need to be protected. We recommend that a corrosion engineer be consulted. RECOMMEMDATIONS General The recommendations presented herein are considered minimum and may be superseded by more conservative requirements of the architect, stractural engineer, building code, or goveming agencies. The foundation recommendations are based on the load-deformation characteristics and shear strength of the onsite soils. In addition to the recommendations in this section, addhional general earthwork and grading specifications are included in Appendix E. Site Grading Recommendations Site Preparation Current improvements within proposed development include tennis court, plants and underground utilities. Prior to the start of any grading, all of tiiese existing improvements should be removed and utilities be relocated. Temporarv Excavation We anticipate temporary excavation for the basement level would not exceed 15 feet below existing grade. Temporary vertical excavations of up to 4 feet deep for the on-site fill and terrace deposits would be generally stable. Excavation beyond 4 feet deep should be benched or sloped back not steeper than 1:1 (horizontal:vertical) up to a maximum height of 15. Beyond 15 feet high temporary slopes shouid have an inclination of between 1:5:1 and 2:1. The on-site terrace deposits material and fill soil should be classified as Type C soil. Sales, Activity & Fitness Buildings Project No. 1916-AOS MarBrisa Resort. Carlsbad, CA Log No. 11-1409 Site Grading Sales Building - Grading of the pad includes cutting approximately 12 feet of the existing soil and the constraction of new fill slopes. The materials anticipated to be used in new fill slope grading consist of the onsite soil derived from the cutting of the site. It is anticipated that the finish fill slope for the building pad to be approximately 10 to 25 feet high. For slope stability purposes, the finished fill slope should have an inclination not steeper than 2:1. Constraction of the new fill slope should include the excavation of key at the toe with a width of at least 8 feet and minimum depth of 2 feet below lowest adjacent grade into firm soil. Benching into the existing slope should be performed simultaneously during tiie fill slope constraction at a vertical interval of 2 to 4 feet. Additional grading recommendations within proposed building pad is to excavate and recompact the existing soil to a depth of at least 2 feet below bottom of footings for uniform soil bearing support and eliminate cut/fill transition condition. Activity and Fitness Buildings - A cut/fill transition condition could be anticipated within building pads. For uniform soil bearing support and to eliminate cut/fill transition condition, it is recommended that grading for the building to include removal and recompaction of the existing soil to a depth of at least 2 feet below bottom of footing elevation. Future Swimming Pools and Villas - Likewise with the above proposed stractures, entire foundations are recommended to be supported by properly compacted fill. Existing soil should be removed and recompacted to a depth of at least 2 feet below bottom of footing elevation for unifonn soil bearing and eliminate cut/fill transition condition. If highly expansive clay is encountered within building pads, it should be removed and replaced with available onsite soil with low expansion potential. The depth of removal and replacement of highly expansive clay should be at least 3 feet below bottom of footing for buUdings and at least 5 feet below bottom of slab for swimming pool. The removal and replacement should extend at least 5 feet beyond stracture footprint. The lateral limit of grading for all stractures should extend at least 5 feet beyond building footprint. Prior to recompaction process, the bottom of excavation to receive fill should be scarified to a depth of 6 inches, moisture conditioned and recompacted. 10 Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort. Carlsbad. CA Log No. 11-1409 General Compaction Standard All fills should be compacted to a minimum of 90 percent relative compaction. All fill materials should be placed in thin lifts not more than 8 inches and compacted. Material should be moisture- conditioned and processed as necessary to achieve a uniform moisture content at near optimum moisture to achieve adequate bonding between lifts and compaction. Fill surfaces and finished subgrades should not be allowed to dry and should be maintained in a moist condition or scarified prior to placing additional fill. Fill soils outside stracture and under vehicular pavement should be compacted to at least 90 percent relative compaction. However, tiie top 12 inches of subgrade under all vehicular pavement should be compacted to at least 95 percent relative compaction. Backfill of utilities should be compacted to a minimum of 90 percent relative compaction. All compaction shall be based on Test Method ASTM D1557. Moisture content of all fill and backfill soil should be at least 2 percent above optimum moisture content. Import Fill Material If required, import fill should consist of non-expansive granular soils, and have a maximum particle size of 1 inch. Import material should have an expansion index (EI) of 20 or less. Where import soils will be in contact with concrete or buried metal pipes a standard corrosion series test should be performed. Foundation The recommendations and design criteria aie "minimum", in keeping with the current standard-of- practice. They do not preclude more restrictive criteria by the goveming agency or stractural considerations. The project stractural engineer should evaluate the foundation configurations and reinforcement requirements for actual stractural loadings. Proposed stractures are anticipated to be supported by properiy compacted fill. Conventional continuous or isolated footings are considered suitable for stractural support founded on engineered fill. Allowable soil bearing capacity for continuous or isolated footing with a minimum widtii of 2 feet are the following: 11 Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort. Carlsbad. CA Log No. 11-1409 Embedment Below Lowest Adiacent Grade Allowable Soil Bearing Values 2 feet 5,000 psf 3 feet 6,500 psf 4 feet 8,0(X) psf (maximum) The above allowable bearing values may be increased by one-third where wind or seismic loads are considered in combination with dead and/or live loads. Minimum horizontal setback distance from the face of slopes for all building footings should be H/2, where H is tiie slope height, witii a maximum of 15 feet along 2:1 slopes. This distance is measured from the outside edge of the footing, horizontally to the face of slope. Lateral Resistance Lateral forces may be resisted by friction on the base of foundations, and passive earth pressure on the sides of the portions of foundations or shear keys bearing against competent native formation or compacted engineered fill. The allowable base friction may be calculated using a coefficient of 0.33. The allowable passive pressure may be calculated as equivalent to that of a fluid weighing 350 pounds per cubic foot (pcf) for foundations bearing against compacted engineered fill. Settlement For design consideration, a maximum settlement of at least 1-inch with a differential settlement of 1/2-inch in a span of 40 feet should be incorporated. Interior Siab-On-Grade Interior slab-on-grade should be designed for the actual applied loading conditions expected. The stractural engineer should size and reinforce slabs to support the expected loads utilizing accepted methods of pavement design, such as those provided by the Portland Cement Association or the American Concrete Institute. A modulus of subgrade reaction of 200 pounds per cubic inch (pci) could be utilized in design. Based on geotechnical consideration, interior slab should be a minimum of 5 inches. Appropriate slab reinforcement should be designed by the project stractural engineer based upon low expansion potential. 12 Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort. Carlsbad. CA Log No. 11-1409 Floor slabs should be underlain by a capillary break material consisting of at least 4 inches thick clean sand. In moisture sensitive flooring areas, such as carpeted or linoleum covered areas, a 10- mil visqueen moisture barrier or equivalent should be installed midheight within the capillary break material. Altematively, a Stego Wrap moisture barrier or equivalent may be installed following manufacturers recommendations. The sand should be moistened just prior to the placing of concrete. Concrete is a rigid brittie material that can witiistand very littie strain before cracking. Concrete, particularly exterior hardscape is subject to dimensional changes due to variations in moisture of the concrete, variations in temperature and applied loads. It is not possible to eliminate the potential for cracking in concrete; however, cracking can be controlled by use of joints and reinforcing. Joints provide a pre-selected location for concrete to crack along and release sd"£dn and reinforcement provides for closely spaced numerous cracks in lieu of few larger visible cracks. Exterior Concrete Slab/Ratwork Exterior slabs should be supported by at least 12 inches of property compacted fill. Compacted fill should have at least 90 percent relative density based on Test Method ASTM D1557. Exterior concrete slab/flatworks should have a nominal thickness of 4 inches. Reinforcement may be provided for stability purposes. Controlled joints should be provided to eliminate potential for cracking. Retaining Wall Embedded stractural walls should be designed for lateral earth pressures exerted on them. The magnitude of these pressures depends on the amount of deformation that the wall can yield under load. If the wall can yield enough to mobilize the full shear strengtii of the soil, it can be designed for "active" pressure. If the wall cannot yield under the applied load, the shear strengtii of the soil cannot be mobilized and the earth pressure will be higher. Such walls as basement and swimming pools should be designed for the "at rest" conditions. If a stracture moves toward the soils, the resulting resistance developed by the soil is the "passive" resistance. For design purposes, the recommended equivalent fluid pressure for each case for walls founded above the static ground water table and backfilled with on-site soils (expansion index less than 20) is provided below. Retaining wall backfill should be compacted to at least 90 percent relative 13 Sales, Activity & Fitness Buildings MarBrisa Resort. Carlsbad, CA Project No. 1916-AOS Log No. 11-1409 compaction (based on ASTM Test Method D1557). Recommended pressures are tabulated below. Equivalent Fluid Weight (pcf) Condition Level 2:1 (H:V) Slope Active 33 60 At-Rest 55 80 Passive 350 (Maximum of 3 ksf) 150 (Sloping Down) Soil resistance developed against lateral stractural movement can be obtained from the passive pressure value provided above. Further, for sliding resistance, a friction coefficient of 0.33 may be used at the concrete and soil interface. The passive pressure and the friction of resistance could be combined witiiout reduction. In addition, the lateral passive resistance is taken into account only if it is ensured that the soil against embedded stractures will remain intact with time. Drainage of backfdl behind walls may be provided by a vertical layer of Miradrain 6200 with Mirafi 140 Geofabric, or equivalent, placed at the back of the wall; or by a minimum 12-inch width of 3/4 inch open-graded crashed gravel enveloped in Mirafi 140 Geofabric. Subdrains should consist of 4-inch diameter Schedule 40, PVC pipe or equivalent, embedded in approximately 1 ftVlinear foot of 3/4-inch down open-graded gravel, enveloped in Mirafi 140 Geofabric Filter or equivalent, with the pipe being 3+ inches above the trench bottom; a gradient of at least 1 % being provided to the pipe and trench bottom; discharging into suitably protected outlets. Altematively low-retaining walls (less than 5 feet retained) may use weep holes. Preliminarv Pavement The preliminary pavement sections presented below are based on the R-value of the upper on-site soil (R-value of 25), assumed Traffic Index, and minimum pavement section based on the City of Carlsbad Supplemental Standard GS-17. Final pavement designs should be evaluated based on R- value tests of the actual subgrade material after completion of grading. Where the pavement is subject to repeated tuming stress (i.e. Trash Enclosures Aprons) the pavement should be Portland cement concrete. 14 Sales, Activity & Fitness Buildings MarBrisa Resort. Carlsbad. CA Project No. I9I6-A08 Log No. 11-1409 Pavement Loading Condition Traffic Index AC Thiclcness Ciass n Base Thickness Auto Parking Areas 4.5 4.0 inches 4.0 inches Auto Driveways 5.0 4.0 inches 4.0 inches Light Duty Track Driveways 6.0 4.0 inches 9.0 inches Moderate Duty Track Driveways 7.0 4.0 inches 11.0 inches All fill under pavement should be compacted to at least 90 percent relative compaction witii exception of the upper 12 inches. Prior to the placement of base material, the upper 12 inches of pavement subgrade should be scarified; moisture conditioned and compacted to a minimum 95 percent relative compaction based on Test Method ASTM D1557. Aggregate base material should conform to Caltrans Standard Specifications Section 26 (Class 2) or the Standard Specification for Public Works Constraction (Crashed Aggregate Base or Crashed Miscellaneous Base) and should be compacted to a minimum 95 percent relative compaction based on Test Metiiod ASTM D1557 prior to placement of the asphaltic concrete. Portiand cement concrete pavement sections may incorporate steel reinforcement and to be provided with crack control joints as designed by the project stractural engineer. Recommended concrete mix should be at least 3,500 psi. It is recommended tiiat Portland cement concrete swales to be designed and constracted witiiin asphalt pavement areas for drainage of surface water. Fill soils under curb and gutter should be compacted to a minimum 90 percent relative compaction based on Test Method ASTM D1557. Constraction Considerations Moisture Sensitive Soils/Weather Related Concems The soils encountered at the site may be sensitive to disturbances caused by constraction equipment and to changes in moisture content. During wet weather periods, increases in the moisture content of the soil can cause significant reduction in the soil strength and support capabilities. In addition, soils that become wet may be slow to dry and thus significantiy retard the progress of grading and 15 Sales, Activity & Fitness Buildings Project No. 1916-AOS MarBrisa Resort. Carlsbad. CA Log No. 11-1409 compaction activities. It will, therefore, be advantageous to perform earthwork and foundation constraction activities during dry weather. Much of the on-site soils may be susceptible to erosion during periods of inclement weather. As a result, the project Civil Engineer/Architect and Grading Contractor should take appropriate precautions to reduce the potential for erosion during and after constraction. Drainage and Groundwater Considerations No groundwater was encountered within tiie maximum explored depth of 50 feet below existing grade. It should be noted, however, that variations in the ground water table may result from fluctuation in the ground surface topography, subsurface stratification, precipitation, irrigation, and other factors that may not have been evident at the time of our exploration. Seepage sometimes occurs where relatively impermeable and/or cemented formational materials are overlain by fill soils. We should be consulted to evaluate areas of seepage during constraction. Positive site drainage should be designed to reduce infiltration of surface water around and undemeath the building. Finish grades should be sloped away from the building. Excavations It is mandated by federal regulation tiiat excavations, like utility drenches, basement excavation or foundation excavations, be constracted in accordance with the new OSHA guidelines. It is our understanding that OSHA regulations are being strictiy enforced and if not closely followed, the owner and the contractor could be liable for substantial penalties. The contractor is solely responsible for designing and constmcting stable, temporary excavations and should shore, slope, or bench the sides of the excavations as required to maintain stability of both the excavation sides and bottom. The contractor's "responsible person", should evaluate the soil exposed in the excavations as part of the contractor's safety procedures. In no case, should slope height, slope inclination, or excavation depth, including utility trench excavation depth, exceed those specified in local, state, and federal safety regulations. 16 Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort. Carlsbad. CA Log No. 11-1409 Utility Trenches Except where extending perpendicular under proposed foundations, utility ttenches should be constracted outside a 1:1 projection from the base-of-foundations. Trenches for utility lines under stractures should be properiy backfilled and compacted. Utilities should be bedded and backfilled with approved sand or granular material to a depth of at least 1-foot over the pipe. Sand bedding material should be moisture conditioned and properly compacted. Compaction by jetting is not allowed. The remainder of the backfill may be typical on- site soil or imported soil which should be placed in lifts not exceeding 8 inches in thickness, watered or aerated close to optimum moisture content, and mechanically compacted to at least 95 percent (under stracture and pavement) and 90 percent (not under stracture and pavement) of maximum dry density (based on ASTM D1557). Site Drainage Drainage should be designed to collect md direct surface waters away from stractures to approved drainage facilities. Downspouts, berms, area drains and other drainage controls should be included in constraction considerations to minimize discharging or ponding of water near the foundation line. For earth areas, a minimum gradient of 1 percent should be maintained and drainage should be directed toward approved swales or drainage facilities. Positive drainage with a minimum gradient of 2 percent away from all stractures should be provided and maintained within at least 5 feet from stracture to reduce any ranoff from infiltrating the soil beneath stractural foundation. Plan Review The geotechnical and geological consultants should be retained to review grading and foundation plans and specifications to ascertain conformance with site conditions and recommendations presented herein. Geotechnical Observation/Testing The geotechnical and geological consultants should be retained to perfonn on-site constraction observations and testing to ascertain diat conditions correspond to the findings and conclusions presented herein and that constraction conform generally to the recommendations presented herein. 17 Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort. Carlsbad. CA Log No. 11-1409 The geotechnical and geological consultants should be called upon for testing and observations as indicated in diis report and at least for the following: • During site grading and overexcavation. • During foundation excavations and placement. • During excavation and backfilling of all utility trenches • Upon completion of any foundation and retaining wall footing excavation prior to placing concrete • During processing and compaction of the subgrade for the access and parking areas and prior to construction of pavement sections. It is the responsibility of the contractor to coordinate all inspections and testing required by this firm or by other regulatory agencies. LIMITATIONS The analyses, conclusions, and recommendations contained in this report are based on site conditions as they existed at the time of our investigation and further assume the explorations to be representative of the subsurface conditions throughout the site. If different subsurface conditions are observed during constraction, we shouid be promptly notified for review and reconsideration of our recommendations. This report was prepared for the exclusive use and benefit of the owner, architect, and engineer for evaluating the design of the facilities as it relates to geotechnical aspects. It should be made available to prospective contractors for information on factual data only, and not as a warranty of subsurface conditions included in this report. Our investigation was performed using the standard of care and level of skill ordinarily exercised under similar circumstances by reputable soil engineers and geologists currently practicing in this or similar localities. No other warranty, express or implied, is made as to the conclusions and professional advice included in this report. 18 " '(11 • Jr Higi) Sch* SITE LOCATION MAP SALES, ACTIVITY & FITNESS BUILDINGS Project No. 1916.A08 I Date: NOV. 2011 HGUREl ^^^^ MTGL, INC. •\ 1 / i i / f V ' «—, c 1. ' «—, 1 ~z I f .i. B-6 Approximate Location of Boring BORING LOCATION PLAN SALES, ACTIVITY & FITNESS BUILDINGS I Date: NOV. 2011 | FIGUR^T Project No. 1916-A08 MTGL, INC. APPENDKA REFERENCES Blake, Thomas F., 2000, "EQFAULT, A Computer Program for the Deterministic Prediction of Peak Horizontal Acceleration From Digitized Califomia Faults CDMG, Califomia Division of Mines and Geology, 2000, DMG CD 2000-003, Digital Lnages of Official Maps of Alquist-Priolo Zones. Bryant, W.A. and Hart, E.W.,2007, Fault Rupture Hazard Zbnes in Califomia, Alquist-Priolo Earthquake Fault Zoning Act with Index to Earthquake Fault Zones Maps, Califomia Department of Conservation, Califomia Geological Survey, Special Publication 42. Jennings, C.W., 1994, Fault Activity Map of California and Adjacent Areas, Califomia Division of Mines and Geology. Scale 1:750,000. Califomia Department of Conservation, Division of Mines and Geology, Geologic Map of the Northwestem Part of San Diego County, Califomia, DMG Open-File Report 96-02. Scale 1:24,000. Califomia Department of Conservation, Division of Mines and Geology, Recent Failures, Ancient Landslides, and Related Geology of the North-Central Coastal Area, San Diego County, Califomia by F. Harold Weber, Jr, 1982, DMG Open-File Report 82-12, Scale 1:24,000. U.S. Geological Survey, Topographic Map of the San Luis Rey Quadrangle, Califomia-San Diego County, 7.5-Minute Series (Topographic), 1997, Scale 1:24,000. Califomia Department of Conservation, Division of Mines and Geology, 1995, Landshde Hazards in flie Northem Part of tiie San Diego Metropolitan Area, San Diego County, CA, DMG Open-File Report 95-04, Landslide Hazard Identification Map No. 35. Califomia Department of Conservation, Division of Mines and Geology, The Rose Canyon Fault Zone, Soutiiem Cahfomia, 1993, DMG Open-File Report 93-02. Califomia Building Standards Commission, 2007 Califomia Building Code, Califomia Code of Regulations, Title 24, Part 2, Volume 2 of 2. Department of the Navy, Naval Facilities Engineering Command, 1982, Foundations and Earth Stractures, NAVFAC DM-7.2. Department of the Navy, Naval Facilities Engineering Command, 1982, Soil Mechanics NAVFAC DM-7.1. Leighton and Associates, Inc., 2005, Geotechnical Investigation, Proposed 53-Acre Resort Development - Phase 1, Carlsbad Ranch, Planning Area No. 5, Carlsbad, CA, Project No. 040575-003, April 11,2005. Leighton and Associates, Inc., 2006, As-Graded Geotechnical Report of Rough and Fine Grading, Hotel One, Resort and Conference Facilites, Sales Building, and VUIas No. 53 through 56, Lots 10, 11 and A Portion of Lot 1, Grand Pacific Carlsbad, Carlsbad, CA, Project No. 040575-005, August 2,2006. APPENDIX B FIELD EXPLORATION PROGRAM On October 6, 2010, six exploratory borings were drilled utilizing 6-inch diameter hollow stem auger drilled to a depth of between 20 and 50 feet below existing site grade. Samples were obtained with the Standard Penetration Test (SPT) sampler, CAL Sampler and a bulk sample, as appropriate. The approximate location of the borings are shown on the Boring Location Plan, Figure 2, attached. The field exploration was performed under tiie supervision of our Geologist/Engineer who maintained a continuous log of the subsurface soils encountered and obtained samples for laboratory testing. The soils encountered were classified in general accordance with the Unified Soil Classification System (see Key to Logs, Figure B-0). Subsurface conditions are summarized on the Boring Logs, Figures B-1 and B-5. The soils were classified based on field observations and laboratory tests. DEFINITION OF TERMS PRIMARY DIVISIONS SYMBOLS SECONDARY DIVISIONS 0>< -I c ««< Q u. o m z oc H. < Ul o o N d ZUI < m C UJ cc (0 GRAVELS MORE THAN HALF OF COARSE FRACTION IS LARGER THAN NO. 4 SIEVE SANDS MORE THAN HALF OF COARSE FRACTION IS SMALLER THAN NO. 4 SIEVE CLEAN GRAVELS (LESS THAN 8% FINES) a- GW QRAVEL WITH FINES CLEAN SANDS (LESS THAN 5% FINES) SANDS WITH FINES W«ll graded flrtvsla. gravtl-sand RilxtiH-«a. Httl* or no finos. QP Poorly graded gravala or gravat-aand mi>turaa, Itttia or no finoa. GM Silty i^avala. graval-aand-alH mixturaa, non-plaallo finas. QC Ciayay gravala. graval-aand-clay iMxturaa. piaatie fktaa. SW Wall gradad aandt, gravally aanda. tttIa or no finaa. SP Poorty gradad aanda or gravally aanda, IHtIa or no finoa, SM Silty aanda. aand-alK mixturaa, non-plaatic finaa. SC Ciayay aandq, aand-clay mixturaa. plaatio finaa. CO -J u. 5° CO LU ^ Z Z OC i= O 111 E 2 Ui tc** 111 CO it o m « o o _J <d a: z 111 < < Z z i- SILTS AND CLAYS LIQUID LIMIT IS LESS THAN 60% ML Inorganic altta and vary fina aanda, reci( flour, allty or olayay fina aanda or ciayay allta with alight plaatlcity. CL SILTS AND CLAYS LIQUID LIMIT IS GREATER THAN 60% inorganic claya of low to madium plaatlcity. gravally ciaya. aandy claya. laan ciaya. OL Organic ailta and organic aNty claya of low plaatlcity MH Inoraanlc ailta. micacaaua or diatomacaoua fina aandy allty aoiia. alaatic allta. or CH inorganic ciaya of high plaatlcity. fat claya. OH Organic claya of madton to hloft piaatieity, organlo ailta. HIGHLY ORGANIC SOILS Pt Paat and othar highly organic aolla. GRAIN SIZES SILTS AND CLAYS SAND FINE I MEDIUM \ COARSE GRAVEL FINE COARSE COBBLES BOULDERS 200 40 10 4 U.S. STANDARD SERIES SIEVE 3/4* 3* 12' CLEAR SQUARE SIEVE OPENINGS m GROUND WATER LEVEL OR GROUND WATER SEEPAGE. LOCATION OF SAMPLE TAKEN USING A STANDARD SPLIT TUBE SAMPLER, 2- iNCH O.D.. 1-3/B-INCH I.D. DRIVEN WITH A 140 POUND HAMMER FALLING 30-INCHES. LOCATION OF SAMPLE TAKEN USING A MODIFIED CALIFORNIA SAMPLER. 3- 1/8-iNCH O.D., WITH 2-1/2-INCH 1.0. LINER RINGS. DRIVEN USING THE WEIGHT OF KELLY BAR (LARGE DIAMETER BORINGS) OR USING A 140 POUND HAMMER FALLING 30-INCHES (SMALL DIAMETER BORING).' LOCATION OF SAMPLE TAKEN USING A 3-iNCH O.D. THIN-WALLED TUBE SAMPLER (SHELBY TUBE) HYDRAULICALLY PUSHED. LOCATION OF BULK SAMPLE TAKEN FROM AUGER CUTTINGS. KEY TO LOGS - UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D-2487) JOB NO.: 1916A08 DATE: NOV. 2011 FIGURE: 8-0 DATE OBSERVED: Oct. 6, 2011 METHOD OF DRILLING: 8" Hollow Stem Au0Br LOGGED BY; ECD GROUND ELEVATIOM; :t188' LOCATION: See Figure 2 K [xl m 8 Ul Ui g M OJ Z D BORING NO. B-1 DESCRIPTION SOIL TEST SB-1 SB-2 10 SB-3 15 SS-1 20 SS-2 25 SS-3 30 SS-4 3S 40 36 52 76 54 56 49 55 13.5 12.5 9.3 11.8 10.4 13.4 10.4 122.9 120.4 124.1 FILL: Silty Sand (SM), orange-brown, moist, medium dense, trace clay. Grades to dense. Corrosivity R-value Gradation Direct Stiear Consolidation TERRACE DEPOSITS; Slify Sand (SM), orange-brown. moist, very dense, mix yellow-brown color, trace clay. Grades witti mix grey color. Grades with dark brown color. Grades to dense Grades to very dense. Boring Terminated at 30 Feet. No Groundwater Encountered. Borehole Backfilled on 10/6/2011. Project Ho.: 1916A08 LOG OF BORING Figure B-1 DATE OBSERVED: Oct. 6,2011 METHOD OF DRILLING: 8" Hollow Stem Auger LOGGED BY: ECD GROUND ELEVATION: ±190 LOCATION: See Figure 2 ai Id m 0 III 0. > o u oi 5 M " Q BORING NO. B-2 DESCRIPTION SOIL TEST SB-1 SB-2 10 SB-3 15 SS-1 20 SS-2 25 30 35 40 38 48 65 24 37 12.1 13.5 13.2 10.2 8.2 124.8 126.2 123.8 FILL: Silly Sand (SM), orange-brown, moist, medium dense to dense, trace clay. Grades to mix orange-brown Silty Sand. TERRACE DEPOSITS: Silty Sand (SM), orange-brown, moist, dense, mix with red-browm color. Max. Density Expansion index Con-osivity Direct Shear Consolidation Grades to medium dense Grades to dense. Boring Terminated at 20 Feet. No Groundwater Encountered. Borehole Backfilled on 10/6^11. Project Ko, : 1916A08 LOG OF BORING Figure B-2 DATE OBSERVED: Oct. 6, 2011 METHOD OF DRILLING: 8" HollOW Stem Augef LOGGED BY: ECD GROUND ELEVATION: ±215' LOCATION: See Figure 2 0. — s 3 9g BORING NO. B-3 DESCRIPTION SOIL TEST SB-1 SB-2 10 SB-3 IS SB-4 20 SS-1 25 SS-2 30 SS-3 35 40 39 105 36 80 48 45 25 14.3 8.1 11.7 9.4 10.1 9.7 9.3 123 132.8 FILL: Silty Sand (SM), orange-brown, moist, medium dense, trace clay. Mix with dark brown color, very dense. R-value 125.8 Grades to medium dense. TERRACE DEPOSITS: Silty Sand (SM), orange-brown, 131.9 moist, very dense, trace clay. Grades to dense. Grades to medium dense. Boring Tenninated at 30 Feet. No Groundwater Encountered. Borehde Backfilled on 10/6/2011. Project No.: 1918A08 LOG OF BORING Figure B-3 'OTTK DATE OBSERVED: Oct. 6,2011 METHOD OF DRILLING: 8" HollOW Stem Auger LOGGED BY: ECD GROtJND ELEVATION: ±215' LOCATION: See Figure 2 H Ol 8 tn O CJ ti. 7 tn " a BORING NO. B-4 DESCRIPTION SOIL TEST SS-1 10 SS-2 15 SS-3 20 SS-4 25 SS-5 30 SS-6 35 SS-7 40 SS-8 15 22 50/5" 72 37 47 47 45 10.3 11.2 7.4 8.5 8.7 10.2 8.5 9.5 FILL: Silty Sand (SM), brown, moist, medium dense. trace clay. Grades to mix yellow-brown and orange-brown color. Max. Density Expansion Index Corrosivity Grades to very dense. TERRACE DEPOSITS: Silty Sand (SM), moist, orange- brown, very dense, trace clay. Grades to dense. continuation Figure B-4A Pro j ec t No.: 1916 AOS LOG OF BORING [ Figu re B-4 DATE OBSERVED: Oct. 6,2011 METHOD OF DRILLING: 8" Hollow Stem Auger LOGGED BY: ECD GROUND ELEVATION: ±215' LOCATION: See Figure 2 § m > a >< H H g Q BORING NO. B-4 DESCRIPTION SOIL TEST 40 SS-8 45 45 SS-9 57 SO SS-10 50/3" 55 60 65 70 75 80 9.5 9.8 5.7 TERRACE DEPOSITS: Silty Sand (SM), orange-brown, moist, dense, trace clay. Grades to gravel inclusions, very dense. Boring Tenninated at 50 Feet. No Groundwater Encountered. Borehole BackTilled on 10/6/2100. Project Ho.: 1916A08 LOG OF BORING Figure B-4A cm. DATE OBSERVED: Oct. 6, 2011 METHOD OP DRILLING: 8" HollOW Stem Augef LOGGED BY: ECD GROUND ELEVATION: ±21S' LOCATION: See Figure 2 8 O tn > o fl 3 a si BORING NO. B-5 DESCRIPTION SOIL TEST SB-1 SB-2 41 47 10 SB-3 39 15 SB-4 37 20 SB-5 50/4" 25 SS-1 34 30 SS-2 57 35 SS-3 60 40 SS-4 70 8.2 13.2 13.8 11.6 10.4 10.1 10.4 9.9 7.9 FILL: Silty Sand (SM), orange-brown, moist, medium dense, trace clay. 123.5 123.4 Gradation 123.4 Grades to mix dark brown color. 124.6 Gradation Direct Shear Consolidation TERRACE DEPOSITS: Silty Sand (SM), moist, orange- brown, very dense, trace clay. 122.9 Grades to dense. Grades to very dense. Boring Terminated at 40 Feet. No Grounwater Encountered. Borehole Backfilled on 10/6/2011. Project Ho.: 1916A08 I LOG OF BORING Figure B-5 c DATE OBSERVED: Oct. 6,2011 METHOD OF DRILLING: 8" HoilOW Stem AugCf LOGGED BY: ECD GROUND ELEVATION: ±215" LOCATION: See Figure 2 m tn s o m Ul 0. > CJ BORING NO. B-6 DESCRIPTION SOIL TEST 10 15 20 25 30 35 40 SB-1 SB-2 SB-3 SB-4 SS-1 53 43 35 90 37 SS-2 55 11.2 12.9 10,8 9.2 9.8 8.6 128.3 122.1 121.4 125.4 FILL: Silty Sand (SM), orange-brown, moist, medium dense to dense, trace clay. Mix with dark brown color. Max. Density Expansion Index Con-osivlty Gradation Direct Shear Consolidation TERRACE DEPOSITS: Silty Sand (SM), orange-brown, moist, very dense, trace clay. Grades to dense. Grades to very dense. Boring Terminated at 30 Feet. No Groundwater Encountered. Borehole Backfilled on 10/6/2011. Project No.: 1916A08 LOG OF BORING Figure B-6 APPENDIX C LABORATORY TESTING PROCEDURES GENERAL The results of laboratory testing are discussed and presented in this appendix. MOISTURE/DENSITY Determinations of in situ moisture content and dry density were performed on selected undisturbed samples. Soil moisture content determinations were performed according to the ASTM D 2216. The dry density of soil was determined on CAL samples in general accordance with ASTM D2937. Results of these tests are presented on the boring logs. Figures B-1 through B-2, in Appendix B. CLASSMCATION The Unified Soil Classification System was utilized for visual (ASTM D2488) and laboratory (ASTM D2487) classifications of soils encountered. GRADATION The sieve analysis of selected soil samples was performed in accordance with ASTM D422 and results are presented in Figures C-l to C-5 MAXIMUM DENSITY A maximum density test was performed on a representative bag sample of the near surface soils in accordance with ASTM D1557. The test results are shown below. Location Maximum Dry Density (pcf) Optimmn Moisture Content (%) B-2 @ 8'- 12' 130.5 8.3 B-4 @ 8' -12' 134.2 8.5 B-6 @ 5' -9' 131.3 9.7 DIRECT SHEAR Direct shear tests were performed in general accordance with ASTM D3080-98. Direct shear tests were performed on undisturbed soil samples. Test results are as follows. Location Cohesion (PSF) Angle of Intemal Friction (Deg.) B-1 @ 5' 435 38 B-2 @ 10' 1003 40 B-5 @ 15' 1004 35 B-6 @ 15' 66 44 EXPANSION INDEX Expansion Index testing was completed in accordance with ASTM D4829. Test results are presented in the following table. Boring Depth Expansion Index UBC No. (feet) (EI) Potantial Expansion B-2 8'- 12' 0 Very Low B-4 8'-12' 0 Very Low B-6 5'-9' 5 Very Low CORROSIVITY Corrosivity Testing in compliance with Caltrans Test Method 417, 422, & 643. Test resuits are presented below. Sample Location PH Soluble Sulfates (%) Min. Resistivity (ohm-cm) B-1 @ l'-5' 6.8 0.032 1,460 B-2 @ 8'- 12' 6.7 0.021 1,694 B-4 @ 8'-12' 6.6 0.011 1,781 B-6 @ 5' -9' 6.7 0.010 2,080 CONSOLIDATION Consolidation test was performed on representative, relatively undisturbed sample of the underlying soil to determine compressibility characteristics in accordance with ASTM D2435. Test result is presented on Figure C-6 to C-9. R-VALUE R-value testing was performed on existing upper on-site soil within proposed pavement areas. California Department of Transportation (Caltrans) Test Method 301 was used to detennine exudation and expansion values. Location R- Value B-i@ r-5' 25 B-3 @ r -5' 48 Particle Size Distribution Report 1001" 901 801 8 ? s i ? 70 h 601 SOI 401 30 20 10 0 100 10 1 0.1 GRAIN SIZE - mm. 0.01 0.001 % +3" % Gravel Coarse Fine % Sand Coarse Medium Fine % Fines Silt Clay 0.0 0.0 0.6 0.9 35.7 46.4 16.4 SIEVE PERCENT SPEC* PASS? SIZE FINER PERCENT (X-NO) .375 100.0 #4 99.4 #10 98.5 #20 94.9 #40 62.8 #60 37.2 #100 24.2 #200 16.4 Material Descriotion PL= Atterberq Limits LL= Pl= DQO= 0.7318 D5o= 0.3338 Dio= Coefficients D85= 0.6501 •30= 0.1986 •60= 0.4038 D15= USCS= Classification AASHTO= Remarlcs (no specification provided) Sample Number: B-1 Depth: 5' Date: 10/24/11 MTGL, Inc. Anaheim, CA Client: Project: SALES / HTNESS BUILDING - MARBRISA PHASE 2 Protect No: 1916-A08 Figure C-l Tested By: JH_ Checlted By: ED_ Particle Size Distribution Report 100 r I 90 j- { 80j- 701- S ,£ * £ -ra « ? T- St o o o 8 •» P5 V CD 'r. T-ae « ^ *! 601 sot 40 30 20 10 0 100 10 0.1 0.01 GRAIN SIZE - mm. 0.001 % +3" % Gravel Coarse Fine %Sand Coarse Medium Fine % Fines Silt Clay 0.0 0.0 6.1 3.4 27.1 29.4 34.0 SIEVE PERCENT SPEC* PASS? SIZE FINER PERCENT (XsNO) .375 100.0 #4 93.9 #10 90.5 #20 86.6 #40 63.4 #60 46.8 #100 39.2 #200 34.0 Material Description PL= Atterberq Limits LL= Pl= •90= 1.7910 •50= 0.2834 DlO= Coefficients •85= 0.7921 •30= •gO= 0.3874 Di5= USCS= Classification AASHTO= Remarks (no specification provided) Sample Number: B-2 Depth: 10' Date: 10/24/11 MTGL, Inc. Anaheim, CA Client: Project: SALES / HTNESS BUILDING - MARBRISA PHASE 2 Proiect No: 1916-AOS Figure C-2 Tested By: JH. Checked By: ED. Particle Size Distnbution Report , e s 8 ? 100 90 80 70 }• DC u- I H Z Ul O CE lil 401 si .c 5 .E s s i, cn CVJ »- * « S 8 9 8 r- CM 501 30 20 10 j— ol 100 10 0.1 0.01 0.001 GRAIN SIZE - mm. % +3" % Gravel Coarse Fine % Sand Coarse Medium Fine % Fines Silt Clay 0.0 0.0 0.0 0.0 16.6 49.0 34.4 SIEVE PERCENT SPEC* PASS? SIZE FINER PERCENT (X=NO) #4 100.0 #10 100.0 #20 98.9 #40 83.4 #60 59.2 #100 42.8 #200 34.4 Material Description PL= Atterberg Limits LL= Pl= •90= 0.5158 •50= 0.1958 DlO= Coefficients •85= 0.4427 D30= Uu= •60= 0.2545 Dl5= USCS= Classification AASHTO= Remarks {no spectflcation provided) Sample Number: B-4 Depth: 10' Date: 10/24/11 MTGL, Inc. Anaheim, CA Client: Project: SALES / HTNESS BUILDING - MARBRISA PHASE 2 Proiect No: 1916-A08 Figure C-3 Tested By: JH. Checked By: ED_ Particle Size Distribution Report 1001" 901 j SO- C^ CVJ ? r- * * g o o ^ o CO ^ OJ 70 Ir 60 40 30 20 10 - 0 100 10 1 0.1 GRAIN SIZE - mm. 0.01 0.001 %+3" % Gravel Coarse Fine % Sand Coarse Medium Fine % Fines Silt Clay 0.0 0.0 0.0 0.5 17.7 48.2 33.6 SIEVE PERCENT SPEC* PASS? SIZE FINER PERCENT (X-NO) #4 100.0 #10 99.5 #20 98.4 #40 81.8 #60 59.3 #100 43.4 #200 33.6 Material Description PL= Atterberg Limits LL= Pl= •90= 0.5460 •50= 0.1925 •io= Coefficients •85= 0.4645 P30= Uy= •60= 0.2546 gl5= USCS= Classification AASHTO= Remarks (no specification provided) Sample Number: B-5 Depth: 15' Date: 10/24/11 MTGL, Inc. Anaheim, CA Client- Project: SALES / HTNESS BUILDING - MARBRISA PHASE 2 Proiect No: 1916-AOS Figure C-4 Tested By: JH. Checked By: ED. Particle Size Distribution Report .E S ii .S E .£ „ m cv. - - * * a 8 @ 8 8 ? 8 »- cvi 100 90 80 70 60 50 40 30 20 10 L OL 100 10 1 GRAIN SIZE - mm. 0.1 0.01 0.001 % +3" % Gravel Coarse Fine % Sand Coarse Medium Fine % Fines Silt Clay 0.0 0.0 0.0 0.4 22.1 52.3 25.2 SIEVE PERCENT SPEC* PASS? SIZE FINER PERCENT (X=NO) #4 100.0 #10 99.6 #20 98.0 #40 77.5 #60 52.5 #100 35.0 #200 25.2 Material Description PL= Atterberg Limits LL= Pl= •90= 0.5952 •50= 0.2359 DlO= Coefficients •85= 0.5127 •30= 0.1156 •60= 0.2941 ^15= Uc= USCS= Classification AASHTO= Remarks (no specification provided) Sample Number: B-6 Depth: 15' Date: 10/24/11 MTGL, Inc. Anaheim, CA Client: Project: SALES / HTNESS BUILDING - MARBRISA PHASE 2 Proiect No: 1916-AOS Figure C-5 Tested By: JH. Checked By: ED_ CONSOLIDATION TEST REPORT 500 1000 2000 Applied Pressure - psf 5000 Natural Sat. Moist. Dry Dens, (pcf) LL PI Sp. Gr. Overburden (psf) (psf) Cr Swell Press, (psf) CIpse. 4163 0.1 MATERIAL DESCRIPTION USCS AASHTO Project No. I916-A08 Client: Project: SALES / HTNESS BUILDING - MARBRISA PHASE 2 Source: Sample No.: B-I ElevyPepth: 5' MTGL, Inc. Anaheim, CA Remarks: Figure C-6 100 CONSOLIDATION TEST REPORT 200 500 1000 2000 Applied Pressure - psf 5000 Natural Sat. Moist. Dry Dsns. (pcf) LL PI Sp. Gr. Overburden (psf) Pc (psf) Cr Swell Press, (psf) CIpse. 1249 0.2 MATERIAL DESCRIPTION USCS AASHTO Project No. 1916-AOS Client: Project: SALES / HTNESS BUILDING - MARBRISA PHASE 2 Source: Sample No.: B-2 ElevJDepth: 10' MTGL, Inc. Anaheim, CA Remarks: Figure C-7 100 CONSOLIDATION TEST REPORT 200 500 1000 2000 Applied Pressure - psf SOOO Natural Sat. Moist. Dry Dens, (pcf) LL PI Sp. Gr Overburden (psf) (psf) 2693 Swell Press, (psf) 1108 Swell % 0.1 MATERIAL DESCRIPTION USCS AASHTO Project No. 1916-A08 Client: Project: SALES / HTNESS BUILDING - MARBRISA PHASE 2 Source: Sample No.; B-5 ElevyPepth: 15' MTGL, inc. Anaheim, CA Remarks: Figure C-8 100 CONSOLIDATION TEST REPORT 200 500 1000 2000 Applied Pressure - psf 5000 Natural Sat. Moist. Dry Dens, (pcf) LL PI Sp. Gr. Overburden (psf) Pc (psf) Swell Press, (psf) CIpse. 2559 0.1 MATERIAL DESCRIPTION USCS AASHTO Project No. 1916-AOS Client: Project: SALES / FITNESS BUILDING - MARBRISA PHASE 2 Source: Sample No.: B-6 EleviPepth: 15' MTGL, Inc. Anaheim, CA Remarks: Figure C-9 APPENDIX D ENGINEERING and SEISMIC ANALYSIS General The details of the engineering analyses performed as part of this investigation are discussed in this section. Seismicitv Seismic design values were computed based on site coordinates of N33.13199 and W117.31241. The nearest active fault computed by the Thomas Blake EQFAULT program is the Rose Canyon Fault, located approximately 8.5 km southwest of the site. The deterministic analyses are attached. The ground motion values derived from the 2010 Califomia Building Code (CBC), Title 24 were obtained from the Java Ground Motion Parameter Calculator, Version 5.1.0 and is attached. Based upon the results of the exploratory borings, the project site is assigned to Site Class D. CALIFORNIA FAULT MAP Test Run 1100 1000 -- 900 -- BOO 700 -- 600 -- 600 400 -400 -300 -200 -100 100 200 300 400 500 600 TEST.OUT *********************** * * * EQFAULT * * * * Version 3.00 * * * *********************** DETERMINISTIC ESTIMATION OF PEAK ACCELERATION FROM DIGITIZED FAULTS 30B NUMBER: 1916-A08 DATE: 10-21-2011 30B NAME: Sales, Activity & Fitness Buildings CALCULATION NAME: Test RUR Analysis FAULT-DATA-FILE NAME: CDMGFLTE.DAT SITE COORDINATES: SITE LATITUDE: 33.1320 SITE LONGITUDE: 117.3124 SEARCH RADIUS: 100 mi ATTENUATION RELATION: 17) Campbell & Bozorgnia (1994/1997) - Alluvium UNCERTAINTY (M=Median, S=Sigma): M Number of Sigmas: 0.0 DISTANCE MEASURE: cdist SCOND: 0 Basement Depth: 5.00 km Campbell SSR: 0 Campbell SHR: 0 COMPUTE PEAK HORIZONTAL ACCELERATION FAULT-DATA FILE USED: CDMGFLTE.DAT MINIMUM DEPTH VALUE (km): 3.0 Page 1 TEST.OUT EQFAULT SUMMARY DETERMINISTIC SITE PAR;WETERS Page 1 ESTIMATED MAX. EARTHQUAKE EVENT APPROXIMATE ABBREVIATED DISTANCE MAXIMUM PEAK EST. SITE FAULT NAME mi (km) EARTHQUAKE SITE INTENSITY MAG. (Mw) ACCEL, g MOD.MERC. ROSE CANYON 5.3( 8.5) 7.2 0.435 X NEWPORT-INGLEWOOD (Offshore) 7.2( 11.6) 7.1 0.373 IX CORONADO BANK 21.1( 33.9) 7.6 0.218 VIII ELSINORE-TEMECULA 24.3( 39.1) 6.8 0.101 VII ELSINORE-JULIAN 24.3( 39.1) 7.1 0.129 VIII ELSINORE-GLEN IVY 35.4( 57.0) 6.8 0.063 VI PALOS VERDES 37.8( 60.8) 7.1 0.075 VII EARTHQUAKE VALLEY 42.4( 68.3) 6.5 0.038 V SAN JACINTO-ANZA 47.0( 75.6) 7.2 0.062 VI SAN JACINTO-SAN JACINTO VALLEY 47.8( 77.0) 6.9 0.047 VI NEWPORT-INGLEWOOD (L.A.Basin) 48.3 ( 77.7) 7.1 0.055 VI CHINO-CENTRAL AVE. (Elsinore) 49.8( 80.2) 6.7 0.037 V SAN JACINTO-COYOTE CREEK 51.7( 83.2) 6.8 0.039 V WHITTIER 53.3( 85.8) 6.8 0.037 V ELSINORE-COYOTE MOUNTAIN 56.2( 90.5) 6.8 0.035 V COVIPTON THRUST 58.0( 93.3) 6.8 0.032 V ELYSIAN PARK THRUST 60.9( 98.0) 6.7 0.028 V SAN JACINTO-SAN BERNARDINO 61.3( 98.6) 6.7 0.028 V SAN JACINTO - BORREGO 54.9( 104.5) 6.6 0.024 V SAN ANDREAS - San Bernardino 65.7( 105.7) 7.5 0.053 VI SAN ANDREAS - Southern 65.7( 105.7) 7.4 0.048 VI SAN JOSE 70.6( 113.7) 6.5 0.019 IV PINTO MOUNTAIN 72.5( 116.7) 7.0 0.030 V SAN ANDREAS - coachella 73.3( 117.9) 7.2 0.035 V SIERRA MADRE 74.3( 119.6) 7.0 0.027 V CUCAMONGA 74.6( 120.1) 7.0 0.026 V NORTH FRONTAL FAULT ZONE (West) 77.2( 124.2) 7.0 0.025 V BURNT MTN. 78.0( 125.6) 6.4 0.016 IV CLEGHORN 79.0( 127.2) 6.5 0.017 IV EUREKA PEAK 80.8( 130.1) 6.4 0.015 IV SUPERSTITION MTN. (San Jacinto) 81.0( 130.4) 6.6 0.018 IV NORTH FRONTAL FAULT ZONE (East) 81.2( 130.6) 6.7 0.018 IV SAN ANDREAS - 1857 Rupture 82.4( 132.6) 7.8 0.051 VI SAN ANDREAS - Mojave 82.4( 132.6) 7.4 0.036 V RAYMOND 82.5( 132.8) 6.5 0.015 IV CLAMSHELL-SAWPIT 84.2( 135.5) 6.5 0.015 IV ELMORE RANCH 84.7( 136.3) 6.6 0.017 IV VERDUGO 85.2( 137.1) 6.7 0.017 IV SUPERSTITION HILLS (San Jacinto) 85.7( 138.0) 6.6 0.017 IV HOLLYWOOD 87.1( 140.1) 6.4 0.013 III Page 2 TEST.OUT DETERMINISTIC SITE PARAMETERS Page 2 ESTIMATED MAX. EARTHQUAKE EVENT APPROXIMATE ABBREVIATED DISTANCE MAXIMUM PEAK EST. SITE FAULT NAME mi (km) EARTHQUAKE SITE INTENSITY MAG.(Mw) ACCEL, g MOO.MERC. LAGUNA SALADA ~i7T4(~14077) 7T0 oToii" IV LANDERS 88.1( 141.8) 7.3 0.030 V HELENDALE - S. LOCKHARDT 89.4( 143.8) 7.1 0.025 V SANTA MONICA 91.8( 147.7) 6.6 0.014 IV LENWOOD-LOCKHART-OLD WOMAN SPRGS 93.1( 149.8) 7.3 0.028 V BRAWLEY SEISMIC ZONE 94.1( 151.4) 6.4 0.012 III MALIBU COAST 94.3( 151.8) 6.7 0.015 IV JOHNSON VALLEY (Northern) 96.1( 154.6) 6.7 0.016 IV EMERSON SO. - COPPER MTN. 96.2( 154.8) 6.9 0.019 IV NORTHRIDGE (E. Oak Ridge) 98.5( 158.5) 6.9 0.016 IV SIERRA MADRE (San Fernando) 99.0( 159.3) 6.7 0.014 IV SAN GABRIEL 99.2( 159.7) 7.0 0.020 IV ******************************************************************************* -END OF SEARCH- 52 FAULTS FOUND WITHIN THE SPECIFIED SEARCH RADIUS. THE ROSE CANYON FAULT IS CLOSEST TO THE SITE. IT IS ABOUT 5.3 MILES (8.5 km) AWAY. LARGEST M/UCIMUM-EARTHQUAKE SITE ACCELERATION: 0.4353 g Page 3 Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.13199 Longitude = -117.31241 Spectral Response Accelerations Ss and SI Ss and SI = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.252 (Ss, Site Class B) 1.0 0.473 (SI, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.13199 Longitude = -117.31241 Spectral Response Accelerations SMs and SMI SMs = Fa X Ss and SMI = Fv x SI Site Class D - Fa = 1.0 ,Fv = 1.527 Period Sa (sec) (g) 0.2 1.252 (SMs, Site Class D) 1.0 0.722 (SMI, Site Class D) Contenninous 48 States 2005 ASCE 7 Standard Latitude = 33.13199 Longitude = -117.31241 Design Spectral Response Accelerations SDs and SDI SDs = 2/3 x SMs and SDI = 2/3 x SMI Site Class D - Fa = 1.0 ,Fv = 1.527 Period Sa (sec) (g) 0.2 0.835 (SDs, Site Class D) 1.0 0.481 (SDI, Site Class D) APPENDIX E GENERAL EARTHWORK AND GRADING SPECIFICATIONS APPENDIX E GENERAL EARTHWORK AND GRADING SPECIFICATIONS 1- GENERAL These sf^ifications present general procedures and requirements for gradmg and earthwork as shown on the approved grading plans, including preparation of areas to be filled, placement of fill, installation of subdrains, and excavations. The recommendations contained in the attached geotechnical report are a part of the earthwork and grading specifications and shall supersede the provisions contained herein in the case of conflict Evaluations performed by the Consultant during the course of grading may result in new recommendations, which could supersede these specifications, or the recommendations of the geotechnical report. 2. EARTHWORK OBSERVATION AND TESTING Prior to the start of grading, a qualified Geotechnical Coieultant (Geotechnical Engineer and Engineering Geologist) shall be employed for the purpose of olserving earfliworJc procedures and testing the fills for ccaiformance with the recommendations of the geotechnical report and tihese specifications. It will be necessary that 6ie Consultant provide adequate tesiing and observation so that he may determine that Ihe work was accomplished as spedfied. It shall be the responsibility of the Contractor to assist the Consultant and keep them apprised of work schedules and changes so that he may schedule his . persoimel accordingly. It shall be the sole responsibility of tlie Contractor to provide adequate equipment and methods to acxtJmplish the %vork Ln accordance with applicable grading codes or agency ordinances, these specificatioivs and the approved grading plans. Maximum dry density tests used to determine the degree of compaction will be performed in accordance with Hie American Society for Testing and Materials Test Method (ASTM) D1557-91 or later revision. 3. PREI^ARATiON OF AREAS TO BE FILLED gearing and Grabbing: All brush, vegetation and debris shall be removed or piled and otherwise disposed of. Processing: Tlie existing ground which is determined to be satisfactory for support of fill shall be scarified to a minimum depth of 6 inches. Existing ground, which is not satisfactory, shall be overexcavated as specified in the following section. Overexcavation: Soft, dry, spongy, highly fractured or odierwise unsuitable ground, extending to such a depth that surface processing cannot adequately improve the condition, shall be overexcavated down to firm ground, approved by the Consultant. Moisture conditioning: Overexcavated and processed soils shall be watered, dried-back, blended, and mixed as required to have a relahVely uniform moisture content near the optimum moisture content as determined by ASTM D1557. Reconrtpaction: Overexcavated and processed soils, which have been mixed, ond moisture conditioned uniformly shall be recompacted to a minimum relative compaction of 90 percent of ASTM D1557. Benching: Where soils are placed on ground with slopes steeper than 5:1 (horizontal to vertical), the ground shall be stepped or beiKhed. Benches shall be excavated in firm material for a mmimum width of 4 feet, 4. HLL MATERIAL General: Material to be placed as fill shaH be free of organic Kiatter and other deleterious sul«tances, and shall be approved by the Consultant. Oversize: Oversized material defined as rock, or other irreducible material witli a maximum dimension greater than 12 inches, shall not be buried or placed in fill, unless the location, material, and disposal methods are specifically approved by the Consultant. Oversize disposal operations shall be such that nesting of oversized material do&s not occur, and such tliat the oversize material is completely surrounded by compacted or densified fill. Oversize material shall not be placed witliin 10 feet vertically of finish grade or within the range of future utilities or underground construction, unless specifically approved by the Consultant. Import: If importing of fill material is required for grading, the import material shall meet the general requirements. 5. FjiLL PLACEMENT AND COMPACTION Fill Lifts: Approved fill material shall be placed in areas prepared to receive fill in near-horizontal layers not exceeding 6 inches in compacted thickness. The Consultant may approve thicker lifts if testing indicates the grading procedures are such that adequate compaction is being achieved with lifts of greater thickness. Each layer shall be spread evenly and shall be thoroughly mixed during spreading to attain uniformity of material and moisture in each layer. Fill Moisture: Fill layers at a moistuie content less than optimum shall be watered and mixed, and wet fill layers shall be aerated by scarification or shaEbe blended with drier material. Moisture conditiomng and mixing of fill layers shall continue until the fill material is al uniform moisture content at or near ^ optimum. Compaction of Fill: After each layer has been evenly spread, moisture conditioned, and mixed, it shal! be uniformly compacted to not less that 90 percent of maximum dry density in accordance with ASTM D1557. Compaction equipment shall be adequately sized and shall be either specifically designed for soil compaction or of proven reliability, to efficiently achieve the specified degree of compaction. yjll Slopes: Compacting on slopes shall be accomplished, in addition to normal compacting procedures, by backrolling of slopes with sheepsfoot rollers al frequent increments of 2 to 3 feet as the fill is placed, or by other methods producing satisfactory results. At the completion of grading, the relative compaction of the slope out lo the slope face shall be at least 90 percent in accordance with ASTM Dl 557. Compaction Testing: Field tests to check the fill moisture and degree of compaction will be performed by the consultant. The location and frequency of tests shall be at the consultant's discretion. In general, these tests will be take at an interval not exceeding 2 feet in vertical rise, and/ or 1,000 cubic yards of fill placed, In addition, on slope faces, at least one test shall be taken for each 5,000 square feet of slope face and/or each 10 feet of vertical height of slope. 6. SUBDRAIN INSTALLATION Subdrain systems, if required, shall be iixstalled in approved ground to conform to tlie approximate alignment and details shown on the plans or herein. The subdrain location or materials shall not be changed or modified without the approval of the Consultant. The Consultant, however, may recommend and, upon approval, direct changes in subdrain line, grade or materials. All subdrains should be surveyed for line and grade after installation and sufficient time shall be allowed for the surveys, prior to commencement of fill over the subdrain. 7. EXCAVATION Excavations and cut slopes will be examined during grading. If directed by the Consultant, further excavation or overexcavation and refilling of cut areas, and/or remedial grading of cut slopes shall be performed. Where fiU over cut slopes are to be graded, unless otherwise approved, the cut portion of the slope shall be made and approved by the Consultant prior to placement of materials for construction of the fill portion of the slope. BUILDING ENERGY ANALYSIS REPORT PROJECT: Hilton Marbrisa Resort Sales Building 5500 Grand Pacific Drive Carlsbad, CA 92008 Project Designer: Nogle Onufer Associates Architects 2398 San Diego Ave. San Diego, CA 92110 619-297-8066 Report Prepared by: Alex Gines DEC Engineers, Inc. 7360 Carroll Road, Ste. 100 San Diego, CA 92121 858-578-3270 Job Number: Date: 2/12/2013 RECEIVED FEB 25 Z013 CITY OFCAF?! R.R AD BUILDING DIVISION The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft. LLC-www.energysoft.com. EnergyPro 5.1 by EnergySoft User Number. 5151 RunCode: 2013-02-12709:17:07 ID: TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form ENV-1 -C Certificate of Compliance 3 Form ENV-3-C Overall Envelope TDV Approach 28 Form ENV-MM Envelope Mandatory Measures 77 Form MECH-1 -C Certificate of Compliance 78 Form MECH-2-C Air & Water System Requirements 96 Form MECH-3-C Mechanical Ventilation 106 Form MECH-4-C HVAC Misc. Prescriptive Requirements 110 Form MECH-MM Mechanical Mandatory Measures 138 EnergyPro 5.1 by EnergySoft Job Number: ID: User Number: 5151 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) ENV-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: El Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School • Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space s 8000 ft^ (If checked include the ENV-4C with submittal) Phase of Construction: • New Construction • Addition • Alteration Approach of Compliance: • Component • Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type < c .2 5 .£ uT 'C O Z Q> >. = |> (0 t u cc oc o X cs Ul > o o> •S 3 UJ u. oc o O c c -3 < c o S in 'I o iS U U) in in IS a. Wall 70 (SW) 0.171 None 11.0 Metal 4.3.6-F5 New Wail 85 (W) 0.171 None 11.0 Metal 4.3.6-F5 New • Wall 41 (NW) 0.171 None 11.0 Metal 4.3.6-F5 New • Wall 68 (NW) 0.171 None 11.0 Metal 4.3.6-F5 New • Wall 78 (NE) 0.171 None 11.0 Metal 4.3.6-F5 New a Wall 85 (N) 0.171 None 11.0 Metal 4.3.6-F5 New Wall 41 (NW) 0.171 None 11.0 Metal 4.3.6-F5 New Wall 37 (NW) 0.740 None 4.3.6-F5 New • Wall 105 (NW) 0.171 None 11.0 Metal 4.3.6-F5 New 10 Wall 40 (NW) 0.740 None 4.3.6-F5 New 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type % R> 0) w < Orientation Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass CM 1 Window 45 (W) 1.280 Default 0.800 Default • New • • 2 Window 508 (NW) 0.290 COG 0.380 COG • New • • 3 Window 439 (N) 0.290 COG 0.380 COG • New • • 4 Window 33 (SW) 0.290 COG 0.380 COG • New • • 5 Window 80 (N) 0.710 Default 0.600 Default • New • • 6 Window 250 (W) 0.290 COG 0.380 COG • New • • 7 Window 280 (W) 1.280 Default 0.800 Default New • • 8 Window 147 (S) 0.290 COG 0.380 COG D New • • 9 Window 48 (N) 0.290 COG 0.380 COG m New • • 10 Window 14 (E) 0.290 COG 0.380 COG m New • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then descritie on Page 2 of the Inspecfion Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12X09:17:07 ID: Page 3 of 138 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) ENV-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Buiidinq Type: El Nonresidential • High-Rise Residential O Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School Bldg. Bl Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space > 8000 ft^ (If checked include the ENV-4C with submittal) Phase of Construction: New Construction • Addition • Alteration Approach of Compliance: • Component • Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type « m ffi < Orientation N, E, S, W U-Factor Cavity R-Vaiue Exterior R-Value Exterior Furring' Interior R-Vaiue Interior Furring' Joint Appendix 4 Condition Status Pass "5 u. 11 Door 21 (NW) 0.700 None 4.5.1-A2 New • • 12 Wall 65 (SW) 0.740 None 4.3.6-F5 New • • 13 Wall 125 (NW) 0.740 None 4.3.6-F5 New • • 14 Wall 66 (N) 0.740 None 4.3.6-F5 New • • 15 Wall 138 (NE) 0.740 None 4.3.6-F5 New • • 16 Wall 37 (NE) 0.740 None 4.3.6-F5 New • • 17 Wall 171 (N) 0.740 None 4.3.6-F5 New • • 18 Wal! 38 (E) 0.740 None 4.3.6-F5 New • • 19 Door 21 (E) 0.700 None 4.5.1-A2 New • • 20 Wall 98 (W) 0.740 None 4.3.6-F5 New • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fall, then descritie on Page 2 of tfie Inspection Checklist Fonn and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type es ffi i_ < Orientation N, E, S, W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass Fail' 11 Window 43 (W) 0.790 Default 0.700 Default a New • • 12 Window 28 (SW) 0.290 COG 0.380 COG a New • • 13 Window 64 (NW) 0.290 COG 0.380 COG a New • • 14 Window 56 (NE) 0.290 COG 0.380 COG • New • • 15 Window 124 (SE) 0.290 COG 0.380 COG New • • 16 Window 124 (SE) 1.280 Default 0.800 Default G3 New • • 17 Window 102 (E) 0.290 COG 0.380 COG • New • • 18 Window 448 (NW) 1.280 Default 0.800 Default New • • 19 Window 392 (N) 1.280 Default 0.800 Default a New • • 20 Window 55 (S) 0.290 COG 0.380 COG • New • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then descritie on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Page 4 of 138 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) ENV-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: Q Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School Bldg. IZ Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space s 8000 ft^ (If checked include the ENV-4C with submittal) Phase of Construction: New Construction • Addition • Alteration Approach of Compliance: • Component Q Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees; 296 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type Area (ft') Orientation N, E, S,W U-Factor Cavity R-Value Exterior R-Value Exterior Furring' Interior R-Value Interior Furring' Joint Appendix 4 Condition Status Pass Fail' 21 Door 21 (W) 0.70C None 4.5.1-A2 New • • 22 Wall 478 (N) 0.74C None 4.3.6-F5 New • • 23 Wall 236 (W) 0.074 R-19 4.3.1-A5 New • • 24 Wall 136 (N) 0.074 R-19 4.3.1-A5 New • • 25 Wall 67 (S) 0.074 R-19 4.3.1-A5 New • • 26 Slab 606 (N) 0.73C None 4.4.7-Al New • • 27 Wall 100 (W) 0.074 • R-19 4.3.1-A5 New • • 28 Wall 271 (S) 0.074 R-19 4.3.1-A5 New • • 29 Slab 445 (N) 0.73C None 4.4.7-A1 New • • 30 Wall 89 (S) 0.074 R-19 4.3.1-A5 New • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type Area (ft') Orientation N, E, S, W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass Fail' 21 Window 32 (E) 0.290 COG 0.380 COG New • • 22 Window 46 (N) 0.790 Default 0.700 Default • New • • 23 Window 23 (E) 0.790 Default 0.700 Default a New • • 24 Window 23 (N) 0.790 Default 0.700 Default m New • • 25 Window 32 (NW) 0.290 COG 0.380 COG a New • • 26 Window 23 (S) 0.790 Default 0.700 Default m New • • 27 Window 23 (NE) 0.790 Default 0.700 Default a New • • 28 Window 23 (W) 0.790 Default 0.700 Default • New • • 29 Window 46 (W) 0.790 Default 0.700 Default CI New • • 30 Window 56 (NE) 1.280 Default 0.800 Default IZl New • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Page 5 of 138 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) ENV-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: Q Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School .BIdSL • Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space s 8000 ft^ (If checked include the ENV-4C with submittal) Phase of Construction: Bl New Construction • Addition • Alteration Approach of Compliance: • Component • Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type Area (ft') Orientation N, E, S.W U-Facfor Cavity R-Value Exterior R-Value Exterior Furring' Interior R-Value Interior Furring' Joint Appendix 4 Condition Status Pass Fail' 31 Wall 239 (E) 0.074 R-19 4.3.1-AS New • • 32 Wall 85 (N) 0.074 R-19 4.3.1-A5 New • • 33 Door 23 (N) 0.700 None 4.5.1-A2 New • • 34 Slab 275 (N) 0.730 None 4.4.7-A1 New • • 35 Slab 115 (N) 0.730 None 4.4.7-A1 New • • 36 Wall 78 (E) 0.074 R-19 4.3.1-A5 New • • 37 Door 23 (E) 0.700 None 4.5.1-A2 New • • 38 Wall 192 (W) 0.074 R-19 4.3.1-A5 New • • 39 Wall 42 (NW) 0.074 R-19 4.3.1-A5 New • • 40 Wall 55 (S) 0.074 R-19 4.3.1-AS New • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type Area (ft') Orientation N, E, S, W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass Fail' 31 Window 12 (S) t.280 Default 0.800 Default • New • • 32 Window 64 (W) 0.290 COG 0.380 COG a New • • 33 Window 23 (N) 0.790 Default 0.700 Default a New • • 34 Window 36 (NW) 0.290 COG 0.380 COG a New • • 35 Window 112 (NW) 1.280 Default 0.800 Default m New • • 36 Window 140 (SE) 0.290 COG 0.380 COG a New • • 37 Window 42 (SE) 0.790 Default 0.700 Default • New • • 38 Window 15 (SW) 1.280 Default 0.800 Default • New • • 39 Window 15 (NE) 1.280 Default 0.800 Default New • • 40 Window 56 (N) 1.280 Default 0.800 Default a New • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Page 6 of 138 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) ENV-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: Q Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. ca Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space s 8000 ft^ (If checked include the ENV-4C with submittal] Phase of Construction: Q New Construction • Addition • Alteration Approach of Compliance: • Component • Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type Area (ft') Orientation N, E,S,W U-Factor Cavity R-Value Exterior R-Value Exterior Furring' Interior R-Value Interior Furring' Joint Appendix 4 Condition Status Pass Fail' 41 Wall 55 (N) 0.074 R-19 4.3.1-AS New • • 42 Wall 71 (NE) 0.074 R-19 4.3.1-A5 New • • 43 Wall 74 (SE) 0.074 R-19 4.3.1-AS New • • 44 Slab 875 (N) 0.73C None 4.4.7-Al New • • 45 Wall 155 (W) 0.074 R-19 4.3.1-AS New • • 46 Slab 111 (N) 0.73C None 4.4.7-A1 New • • 47 Wall 170 (E) 0.074 R-19 4.3.1-AS New • • 48 Slab 143 (N) 0.73C None 4.4.7-A1 New • • 49 Wall 45 (SW) 0.074 R-19 4.3.1-AS New • • 50 Door 23 (SW) 0.70C None 4.5.1-A2 New • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Fonm and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type Area (ft') Orientation N, E, S, W Max U-Factor U-Factor Source Max {R)SHGC SHGC Source Overhang Conditions Status Pass Fail' 41 Window 23 (E) 0.790 Default 0.700 Default a New • • 42 Window 12 (E) 1280 Default 0.800 Default • New • • • • • • • • • • • • • • • • • • • • • • • • • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Page 7 of 138 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) ENV-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: d Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School _B!d2, 121 Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space ^ 8000 ft^ (If checked include the ENV-4C with submittal) Phase of Construction; • New Construction • Addition O Alteration Approach of Compliance: • Component tZI Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type IS 9> .2 5 ^ OT ffi uj" u IS u. ffi l> o oc o ™ ffi X ts Ui > ffi "C ^ 3 Ul u. oc o = > ffi t £ u. X c ffi -s < c o 1 <» o S O OT in in n a. 51 Wall 78 (NW) 0.074 R-19 4.3.1-A5 New 52 Wall 45 (NE) 0.074 R-19 4.3.1-AS New S3 Door 23 (NE) 0.700 None 4.5.1-A2 New 54 Wall 264 (NW) 0.074 R-19 4.3.1-AS New 55 Wall 148 (W) 0.074 R-19 4.3.1-A5 New 56 Wall 185 (SW) 0.074 R-19 4.3.1-AS New 57 58 Wall 264 (NW) 0.074 R-19 4.3.1-AS New Wall 148 (N) 0.074 R-19 4.3.1-AS New 59 Wall 185 (NE) 0.074 R-19 4.3.1-AS New 60 Wall 476 (SE) 0.074 R-19 4.3.1-AS New 1. See instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then descrit)e on Page 2 of the Inspection Checklist Forni and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type Area (ft') Orientation N,E,S,W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass Fail' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Page 8 of 138 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) ENV-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: 0 Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. Bl Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space 2 8000 ft^ (If checked include the ENV-4C with submittal) Phase of Construction: • New Construction • Addition • Alteration Approach of Compliance: • Component • Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type <s c .2 5 ^ OT ffi uT u ts ffi 1> u cc o ~ ffi ffi 3 •s-5 UJ > O Ol ~ c ffi •fi 3 UJ u. cc o IC ffi £ > — .E ffi k 1£ X '•5 c •K ffi c a -J < c o is iB o « in in IB Q. i2 61 Wall 148 (S) 0.074 R-19 4.3.1-AS New 62 Wall 175 (NE) 0.074 R-19 4.3.1-AS New 63 Wall 148 (E) 0.074 R-19 4.3.1-AS New • 64 Wall 476 (SE) 0.074 R-19 4.3.1-AS New • 65 Wall 65 (W) 0.074 R-19 4.3.1-AS New • 66 Wall 55 (E) 0.074 R-19 4.3.1-AS New • 67 Wall 194 (NW) 0.074 R-19 4.3.1-AS New 68 Wall 249 (N) 0.074 R-19 4.3.1-AS New • 69 Wall 74 (SE) 0.074 R-19 4.3.1-AS New 70 Wall 54 (S) 0.074 R-19 4.3.1-AS New 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Is Max {R)SHGC in c Tag/ID Fenestration Type Area (ft' Orlentat N, E, S, Max U-Facto U-Facto Source Max {R)SHGC SHGC Source Overhar Conditit Status Pass Fail' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Page 9 of 138 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) ENV-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: Q Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School Bldg. • Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space ^ 8000 ft^ (If checked include the ENV-4C with submittal) Phase of Construction: El New Construction • Addition • Alteration Approach of Compliance: • Component B Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type C .2 5 fOT' ffi uf o IS u. ffi >. = IB •T U OC CC o ~ ffi X IB UJ > o o) r = ffi ^ •fi 3 Ul u. cc .2 ffi ffi t S u. X c I c o 1 (A •a 3 O OT IB 01 Ifl IS a. iS 71 Wall 72 (S) 0.074 R-19 4.3.1-A5 New 72 Wall 123 (N) 0.074 R-19 4.3.1-AS New 73 Wall 78 (S) 0.074 R-19 4.3.1-AS New 74 Wall 93 (S) 0.074 R-19 4.3.1-AS New 75 Wall 102 (N) 0.074 R-19 4.3.1-AS New 76 Wall SS (S) 0.074 R-19 4.3.1-AS New 77 Wall 31 (W) 0.074 R-19 4.3.1-AS New a 78 Door 23 (W) 0.700 None 4.5.1-A2 New 79 Wall 194 (S) 0.074 R-19 4.3.1-A5 New 80 Wall 66 (W) 0.074 R-19 4.3.1-AS New 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Fonn and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type Area (ft') Orientation N, E, S, W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass Fail' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Page 10 of 138 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) ENV-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: El Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School • Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space s 8000 ft^ (If checked include the ENV-4C with submittal) Phase of Construction: • New Construction • Addition • Alteration Approach of Compliance: • Component EZI Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type Area (ft') Orientation N, E, S, W U-Factor Cavity R-Value Exterior R-Value Exterior Furring' Interior R-Value Interior Furring' Joint Appendix 4 Condition Status Pass Fail' 81 Wall 236 (N) 0.074 R-19 4.3.1-AS New • • 82 Wall 482 (E) 0.074 R-19 4.3.1-AS New • • 83 Wall 90 (E) 0.074 R-19 4.3.1-AS New • • 84 Wall ^32 (E) 0.074 R-19 4.3.1-AS New • • 85 Door 23 (E) 0.700 None 4.5.1-A2 New • • 86 Wall 240 (S) 0.074 R-19 4.3.1-AS New • • 87 Roof ?93 (SE) 0.034 R-30 4.2.2-A40 New • • 88 Roof 57 (NE) 0.034 R-30 4.2.2-A40 New • • 89 Wall 108 (S) 0.074 R-19 4.3.1-AS New • • 90 Wall 107 (W) 0.074 R-19 4.3.1-AS New • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then descrit)e on Page 2 of the Inspection Checklist Fonm and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type Area (ft') Orientation N, E, S, W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass Fail' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Pagi le 11 of 138 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) ENV-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: El Nonresidential O High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School Bldg. • Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space s 8000 ft^ (If checked include the ENV-4C with submittal) Phase of Construction: El New Construction • Addition • Alteration Approach of Compliance: • Component ta Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type (B ffi C .2 5 SOT ffi uT 6 z" u IS u. ffi >< = l> CO t U DC o •Z ffi ffi 3 fiffi Ul > O 81 ffi >. fi 3 Ul U. cc li ffi 3 *: IB £ > X •B c S s. c o S " 1 2 o S O OT Ifl IA IS a 91 Roof 75 (SW) 0.034 R-30 4.2.2-A40 New 92 Roof 40 (SE) 0.034 R-30 4.2.2-A40 New 93 Wall 257 (E) 0.074 R-19 4.3.1-AS New • 94 Door 23 (E) 0.700 None 4.5.1-A2 New • 95 Roof 181 (SW) 0.034 R-30 4.2.2-A40 New 96 Roof 298 (NE) 0.034 R-30 4.2.2-A40 New • 97 Wall 67 (S) 0.074 R-19 4.3.1-AS New 98 Wall 134 (W) 0.074 R-19 4.3.1-AS New 99 Wall 44 (N) 0.074 R-19 4.3.1-AS New 100 Roof 45 (SE) 0.034 R-30 4.2.2-A40 New 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Insjsection Checklist Fonn and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type Area (ft') Orientation N, E, S,W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass Fail' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspecfion Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Page 12 of 138 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) ENV-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: Q Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School Bldg. Bl Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space s 8000 ft^ (If checked include the ENV-4C with submittal) Phase of Construction: Bl New Construction • Addition • Alteration Approach of Compliance: • Component Q Overall Envelope • Uncondllloned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type .2 5 •a - S OT ffi uT o ffi II O OC OC w O ~ ffi X IB Ul > o a 11 X 3 UJ U. Offi ffi 3 £$ X •a c -i < c o s in ^ => c ~ o ,S O OT a a i2 101 Roof 41 (NW) 0.034 R-30 4.2.2-A40 New 102 Roof 35 (SW) 0.034 R-30 4.2.2-A40 New 103 Wall 105 (N) 0.074 R-19 4.3.1-AS New 104 Wall 55 (N) 0.074 R-19 4.3.1-AS New 105 Roof 130 (SW) 0.034 R-30 4.2.2-A40 New 106 Wall 80 (E) 0.074 R-19 4.3.1-A5 New 107 Wall 53 (S) 0.074 R-19 4.3.1-AS New 108 Wall 123 (N) 0.074 R-19 4.3.1-AS New 109 Wall 126 (W) 0.074 R-19 4.3.1-AS New 110 Wall 109 (E) 0.074 R-19 4.3.1-A5 New 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Fomi and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS |5 Max (R)SHGC O) Conditions Status Tag/iD Fenestration Type Area (ft' Orlentat N, E, S, Max U-Factoi U-Factoi Source Max (R)SHGC SHGC Source Overhar Conditions Status Pass Fail' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fall then describe on Page 2 bf the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Page 13 of 138 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) ENV-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School Bldg. Ea Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space > 8000 ft^ (If checked include the ENV-4C with submittal) Phase of Construction: New Construction • Addition • Alteration Approach of Compliance: • Component EZI Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type •S5 ffi UJ o IB U. ffi I? u oc o 'c: ffi X CB Ul > o cn " £ ffi t-fi 3 UJ u. cc .2 ffi ffi.3 15 ffi w r .3 X '•5 c •s ffi £ o. -> < c o o S O OT in 10 0. 111 Door 23 (E) 0.700 None 4.5.1-A2 New 112 Wall (N) 0.074 R-19 4.3.1-A5 New 113 Wall SS (S) 0.074 R-19 4.3.1-AS New 114 Wall 71 (W) 0.074 R-19 4.3.1-AS New 115 Wall 194 (NW) 0.074 R-19 4.3.1-AS New 116 Wall 72 (SE) 0.074 R-19 4.3.1-AS New 117 Wall 45 (S) 0.074 R-19 4.3.1-AS New • 118 Wall 170 (NW) 0.074 R-19 4.3.1-A5 New 119 Wall 74 (N) 0.074 R-19 4.3.1-A5 New 120 Wall 45 (NE) 0.074 R-19 4.3.1-AS New 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type Area (ft') Orientation N, E,S,W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass Fail' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: 14 of 138 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Parti of4) ENV-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Diive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: Nonresidential • High-Rise Residential O Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. • Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space ^ 8000 ft^ (If checked include the ENV-4C with submittal) Phase of Construction: Cl New Construction • Addition • Alteration Approach of Compliance: • Component ts Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAiLS INSULATION Tag/ID Assembly Type c •2 5 •* ^ OT .S UJ 6 z" u a u. ffi a ffi IB "T u OC oc o ™ ffi fi IB Ul > o o> ffi ? UJ u. oc ffi ^ i5 St £ IL X '•5 c .£ 8. -a < c o = (0 o S U OT in in n OL i2 121 Wall 32 (W) 0.074 R-19 4.3.1-A5 New 122 Wall 192 (N) 0.074 R-19 4.3.1-AS New 123 Wall 180 (S) 0.074 R-19 4.3.1-A5 New 124 Door 23 (S) 0.700 None 4.5.1-A2 New 125 Wall 32 (W) 0.074 R-19 4.3.1-A5 New 126 Wall 77 (SE) 0.074 R-19 4.3.1-AS New 127 Wail 28 (NE) 0.074 R-19 4.3.1-AS New 128 Door 21 (NE) 0.700 None 4.S.1-A2 New 129 Wall 159 (NE) 0.074 R-19 4.3.1-AS New • 130 Door 21 (NE) 0.700 None 4.5.1-A2 New 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Fonn and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type Area (ft') Orientation N, E,S,W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass Fail' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Page 15 of 138 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) ENV-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: Q Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School Bldg. Q Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space s 8000 ft^ (If checked include the ENV-4C with submittal) Phase of Construction: EZI New Construction • Addition • Alteration Approach of Compliance: • Component El Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type Area (ft') Orientation N, E, S,W U-Factor Cavity R-Value Exterior R-Value Exterior Furring' Interior R-Value Interior Furring' Joint Appendix 4 Condition Status Pass Fail' 737 Wall 60 0.074 R-19 4.3.7-A5 New • • 732 Roof 38 (NW) 0.034 R-30 4.2.2-A40 New • • 733 Roof 69 (SE) 0.034 R-30 4.2.2-A40 New • • 134 Wall 44 (W) 0.074 R-19 4.3.7-A5 New • • 135 Wall 734 (N) 0.074 R-19 4.3.7-A5 New • • 136 Wall 67 (E) 0.074 R-19 4.3.1-AS New • • 137 Roof 728 (NW) 0.034 R-30 4.2.2-A40 New • • 738 Roof 40 (SW) 0.034 R-30 4.2.2-A40 New • • 739 Roof 40 (NE) 0.034 R-30 4.2.2-A40 New • • 740 Wall 55 (W) 0.074 R-19 4.3.1-AS New • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Fomi and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type Area (ft') Orientation N, E, S, W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass Fail' 1 • • • • , • • • • • • • • • • • • • • • • • • • • • • • • • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Page 16 of 138 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) ENV-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: Q Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School Bldg. • Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space > 8000 ft^ (If checked include the ENV-4C with submittal) Phase of Construction: Q New Construction • Addition • Alteration Approach of Compliance: • Component El Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type ffi c .2 5 2OT" ffi UJ" 6 z" o ts u. ffi fl u oc o ~ ffi X ffi UJ > O <3) ffi i- •fi 3 UJ U. cc o £ > 2 ? St £ u. X '•B c •s « C Q. 5 S--s < c o 1 ffi o S O OT <n tn m a. 141 Wall 102 (NE) 0.074 R-19 4.3.1-AS New 142 Wall 180 (NE) 0.074 R-19 4.3.1-AS New 143 Door 23 (NE) 0.700 None 4.5.1-A2 New 144 Roof 51 (NE) 0.034 R-30 4.2.2-A40 New 145 Roof 174 (NW) 0.034 R-30 4.2.2-A40 New 146 Roof 192 (SE) 0.034 R-30 4.2.2-A40 New • 747 Wall 102 (N) 0.074 R-19 4.3.1-AS New 148 Wall 114 (N) 0.074 R-19 4.3.1-AS New 149 Roof 75 (NW) 0.034 R-30 4.2.2-A40 New 150 Roof 40 (NE) 0.034 R-30 4.2.2-A40 New 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Fonn and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type Area (ft') Orientation N, E, S, W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass Fail' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Page 17 of 138 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) ENV-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: El Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School Bldg. EZI Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space 2 8000 ft^ (If checked include the ENV-4C with submittal] Phase of Construction: El New Construction • Addition • Alteration Approach of Compliance: • Component • Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type ffi /« ^ OT .£ uj^ u ffi u. ffi fi O DC O ~ ffi X ffi Ul > o o> ffi •= •fi 3 Ul u. ; ffi ; > X '•B c ts « C O. o 9- -3 < C o •O 3 o iS O OT la tn ffi a 151 Wall 159 (N) 0.074 R-19 4.3.1-A5 New 152 Wall 51 (S) 0.074 R-19 4.3.1-AS New 153 Door 23 (S) 0.700 None 4.5.1-A2 New 154 Roof 155 (NE) 0.034 R-30 4.2.2-A40 New • 755 Roof 52 (SE) 0.034 R-30 4.2.2-A40 New 156 Wall 107 (S) 0.074 R-19 4.3.1-A5 New 157 Roof 44 (NE) 0.034 R-30 4.2.2-A40 New 158 Wall 77 (E) 0.074 R-19 4.3.1-AS New 759 Wall 74 (S) 0.074 R-19 4.3.1-AS New 160 Roof 20 (SE) 0.034 R-30 4.2.2-A40 New 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type Area (ft') Orientation N, E, S, W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass Fail' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Pagi le 18 of 138 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Parti of4) ENV-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: EZI Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School Bldg. 13 Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space s 8000 ft^ (If checked include the ENV-4C with submittal) Phase of Construction: El New Construction • Addition • Alteration Approach of Compliance: • Component El Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type c •2 5 f« ffi uj 6 z" o ffi u. ffi >. = ;= re re *T O OC O ~ ffi X re Ul > O O) •= £ « w fi 3 Ul u. OC o i > 5 ? ffi t £ u. «t X 'B c 0) C Q. -1 < c o i S iB o « tn tn ffi o. i£ 767 Roof 20 (NE) 0.034 R-30 4.2.2-A40 New 162 Wall 292 (S) 0.074 R-19 4.3.1-A5 New • 763 Wall 333 (W) 0.074 R-19 4.3.1-A5 New 164 Wall 37 (N) 0.074 R-19 4.3.1-AS New 165 Roof 355 (SW) 0.034 R-30 4.2.2-A40 New 166 Roof 195 (SE) 0.034 R-30 4.2.2-A40 New 167 Roof 85 (NE) 0.034 R-30 4.2.2-A40 New 168 Roof 74 (W) 0.034 R-30 4.2.2-A40 New 169 Roof 34 (NW) 0.034 R-30 4.2.2-A40 New 170 Wall 165 (S) 0.074 R-19 4.3.1-A5 New 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Fomn and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type Area (ft') Orientation N, E, S, W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass Fail' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1. See instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Pagi le 19 of 138 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) ENV-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: El Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School Bldg. • Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space s 8000 ft^ (If checked include the ENV-4C with submittal) Phase of Construction: El New Construction • Addition • Alteration Approach of Compliance: • Component El Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, Vtf or in Degrees: 296 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type re <» c .2 5 6 z" o ffi re -7 U DC OC o ~ ffi X re Ul > O <3> £ ffi i: fi 3 Ul u. oc I. o = > 2 = S'E X '•B c « ffi c a -s < c o jS in T3 3 o S U OT in tn re a ra u. 777 Door 21 (S) 0.700 None 4.5.1-A2 New 172 Roof 113 (NE) 0.034 R-30 4.2.2-A40 New a 173 Wall 106 (SE) 0.074 R-19 4.3.1-AS New 174 Door 21 (SE) 0.700 None 4.5.1-A2 New 175 Roof 159 (E) 0.034 R-30 4.2.2-A40 New 176 Wall 343 (NW) 0.074 R-19 4.3.1-AS New 177 Wall 83 (SE) 0.074 R-19 4.3.1-AS New 178 Wall 33 (SW) 0.074 R-19 4.3.1-AS New 179 Roof 647 (W) 0.034 R-30 4.2.2-A40 New 180 Roof 28 (S) 0.034 R-30 4.2.2-A40 New 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type Area (ft') Orientation N, E, S, W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass Fail' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Page 20 of 138 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) ENV-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: El Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School Bldg. • Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space 2 8000 ft^ (If checked include the ENV-4C with submittal) Phase of Construction: El New Construction • Addition • Alteration Approach of Compliance: • Component • Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type ffi k. < c .2 5 ffi ,n ^ OT ffi UJ o ra u. ffi fl re "7 U OC O ~ ffi ffi 3 fira Ul > O O) ffi ^ •fi 5 Ul u. cc 1,. o = > 2 c Ilf •o c •e « c a 5 3 c o §s U OT 10 in ra a 787 Roof 253 (W) 0.034 R-30 4.2.2-A40 New 182 Wall 120 (SE) 0.074 R-19 4.3.1-AS New 183 Roof 140 (E) 0.034 R-30 4.2.2-A40 New 184 Wall 343 (NW) 0.074 R-19 4.3.1-AS New 185 Wall 83 (SE) 0.074 R-19 4.3.1-AS New 186 Wall 33 (NE) 0.074 R-19 4.3.1-AS New 187 Roof 647 (W) 0.034 R-30 4.2.2-A40 New 188 Roof 28 (S) 0.034 R-30 4.2.2-A40 New 189 Roof 253 (W) 0.034 R-30 4.2.2-A40 New 190 Wall 742 (SE) 0.074 R-79 4.3.1-A5 New 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Fonn and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type Area (ft') Orientation N, E, S, W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass Fail' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Page 21 of 138 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) ENV-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: El Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School Bldg. El Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space 2 8000 ft^ (If checked include the ENV-4C with submittal] Phase of Construction: El New Construction • Addition • Alteration Approach of Compliance: • Component El Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type Area (ft') Orientation N, E, S, W U-Factor Cavity R-Value Exterior R-Value Exterior Furring' Interior R-Value Interior Furring' Joint Appendix 4 Condition Status Pass Fall' 1 797 Roof 762 (E) 0.034 R-30 4.2.2-A40 New • • 792 Wall 200 (N) 0.074 R-79 4.3.7-A5 New • • 793 Wall 55 (E) 0.074 R-79 4.3.7-A5 New • • 794 Wall 32 (E) 0.074 R-79 4.3.1-A5 New • • 795 Roof 266 (NW) 0.034 R-30 4.2.2-A40 New • • 796 Roof 34 (SW) 0.034 R-30 4.2.2-A40 New • • 797 Roof 34 (NE) 0.034 R-30 4.2.2-A40 New • • 798 Roof 74 (SE) 0.034 R-30 4.2.2-A40 New • • 799 Roof 24 (E) 0.034 R-30 4.2.2-A40 New • • 200 Roof 51 (W) 0.034 R-30 4.2.2-A40 New • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Fonn and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type Area (ft') Orientation N, E, S, W Max U-Facfor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass Fail' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then descrlt)e on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Page 22 of 138 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) ENV-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: EI Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School Bldg. EI Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space > 8000 ft^ (If checked include the ENV-4C with submittal) Phase of Construction: El New Construction • Addition • Alteration Approach of Compliance: • Component (S Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/iD Assembly Type c O Z o ra u. ffi „ re ra •7 O tt o •= ffi X re UJ > o a> ~ £ ffi 'C fi 3 Ul U. cc o = > ffi >: X '•B c •s ffi c a. 5 3 c o ~ in 12 o S o « in in re re u. 207 Wall 126 (N) 0.074 R-19 4.3.1-AS New 202 Wall 228 (E) 0.074 R-19 4.3.1-AS New 203 Roof 84 (NW) 0.034 R-30 4.2.2-A40 New 204 Roof 169 (NE) 0.034 R-30 4.2.2-A40 New 205 Wall 106 (E) 0.074 R-19 4.3.1-AS New 206 Wall 166 (S) 0.074 R-19 4.3.1-AS New 207 Roof 73 (SE) 0.034 R-30 4.2.2-A40 New 208 Roof 33 (NE) 0.034 R-30 4.2.2-A40 New 209 Wall 39 (S) 0.074 R-19 4.3.1-A5 New 210 Door 21 (S) 0.700 None 4.5.1-A2 New 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type Area (ft') Orientation N, E, S, W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass Fail' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Page 23 of 138 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) ENV-1 C project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: EI Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School Bidg. El Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space s 8000 ft^ (If checked include the ENV-4C with submittal) Phase of Construction: EI New Construction • Addition • Alteration Approach of Compliance: • Component EI Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type c .2 5 .S Ul u re u. ffi ra to • O OC oc im o r ffi X re UJ > o o> ^ .E ffi c UJ U. cc o £ > 2 ^ X c •S ffi c a. 03- sz o £ <n o S O OT in in re a. £ 277 Roof 33 (S£j 0.034 R-30 4.2.2-A40 New 212 Wall 84 (SE) 0.074 R-19 4.3.1-AS New 213 Door 23 (SE) 0.700 None 4.5.1-A2 New 214 Roof 73 (SE) 0.034 R-30 4.2.2-A40 New • 275 Roof 33 (NE) .0.034 R-30 4.2.2-A40 New • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A tail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type Area (ft') Orientation N, E, S, W Max U-Factor U-Facfor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass Fail' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Page 24 of 138 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 2 of 4) ENV-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 ROOFING PRODUCT (COOL ROOFS) (Note if the roofing product is not CRRC certified, this compliance approach cannot be used). Go to Overall Envelope Approach or CHECK APPLICABLE BOX BELOW IF EXEMPT FROM THE ROOFING PRODUCT "COOL ROOF" REQUIREMENTS: Pass Fail' N/A • Roofing compliance BQI required in Climate Zones 1 and16 with a Low-Sloped. 2:12 pitch or less. • • • • Roofing compliance not required in Climate Zone 1 with a Steep-Sloped with less than 5 lb/ft'. Greater than 2:12 pitch. • • • [-J Low-sloped Wood framed roofs in Climate Zones 3 and 5 are exempted, solar reflectance and themnal emittance or SRI that have a U-factor of 0.039 or lower. See Opaque Surface Details roof assembly, Column H of ENV-2C. • • • f-i Low-sloped Metal building roofs in Climate Zone 3 and 5 are exempted, solar relectance and thermal emittance or SRI that have a U-factor of 0.048 or lower. See Opaque Surface Details roof assembly below, Column H of ENV-2C. • • • |-j The roof area covered by building integrated photovoltaic panels and building integrated solar thermal panels are exempted. Solar reflectance and thermal emittance or SRI, see spreadsheet calculator at www.enerav.ca.aov/title24/ • • • r-j Roof constructions that have thermal mass over the roof membrane with a weight of at least 25 Ib/ft^ are exempt from the Coo! Roof criteria below. • • • f-i High-rise residential buildings and hotels and motels with low-sloped roofs in Climate Zones 1 through 9,12 and 16 are exempted from the low-sloped roofing criteria. • • • 1. If Fail then describe on this page of the Inspection Checklist Form and take appropriate action to con-ect. Verify building plans if necessary. CRRC Product ID Number' Roof Slope S 2:12 >2:12 Product Weight < 5lb/ft^ 2 5lb/ft^ Product Type' Aged Solar Reflectance'' Thermal Emmitance SRI= Pass FaiP • • • • n* • • • • • • n* • • • • • • a* • • • • • • n' • • • • • • n* • • • • • • a* • • 1. The CRRC Product ID Number can be obtained from the Cool Roof Rating Council's Rated Product Directory at www.coolroofs.ora/Droducts/search.php 2. Indicate the type of product is being used for the rooftop, i.e. single-ply roof, asphalt roof, metal roof, etc. 3. If the Aged Reflectance is not available in the Cool Roof Rating Council's Rated Product Directory then use the Initial Reflectance value trom the same directory and use the equation {0.2+0.7(pinitiai - 0.2) to obtain a calculated aged value. Where p is the Initial Solar Reflectance from the Cool Roof Rating Council's Rated Product Directory. 4. Check txix if the Aged Reflectance is a calculated value using the equation above. 5. The SRI value needs to be calculated from a spreadsheet calculator at httD://www.enerav.ca.aov/title24/ 6. If Fail then describe on this page of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. To apply Liquid Field Applied Coatings, the coating must be applied across the entire roof surface and meet the dry mil thickness or coverage recommended by the coatings manufacturer and meet minimum performance requirements listed in §118(1)4. Select the applicable coating: • Aluminum-Pigmented Asphalt Roof Coating • Cement-Based Roof Coating • Other Discrepancies: EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Paqe 25 of 138 CERTIFICATE OF COMPLIANCE (Part 3 Of 4) ENV-1 C AND FIELD INSPECTION ENERGY CHECKLIST (Part 3 Of 4) Project Name Date Hilton Marbrisa Resort Sales Building 2/12/2013 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below is the acceptance test for Envelope Fenestrations system. The designer is required to check the acceptance tests and list all the fenestration products that require an acceptance test. If all the site-built fenestration of a certain type requires a test, list the different fenestration products and the number of systems. The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Enforcement Agency: Systems Acceptance. Before Occupancy Permit is granted for a newly constructed building or space or whenever new fenestration is installed in the building or space shall be certified as meeting the Acceptance Requirements. The ENV-2A form is not considered a complete form and is not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10-103(b) of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy. A copy of the ENV-2A for each different fenestration product line must be provided to the owner of the building for their records. Test Description ENV-2A Test Performed By: Fenestration Products Name or ID Requiring Testing or Verification Area of like Products Building Envelope Acceptance Test SMng Glass Door 1,567 • BY THE GENERAL CONTRACTOR SOLARBAN 60 (2) Clear + Clear 2,172 m BY THE GENERAL CONTRACTOR Dual Metal Tinted 80 m BY THE GENERAL CONTRACTOR Dual Glass Door 338 m BY THE GENERAL CONTRACTOR • • • • • • • • • • • • • • • • • • • • • • EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Page 26 of 138 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 4 of 4) ENV-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone CA Climate Zone 07 Total Cond. Floor Area 24,673 Addition Floor Area n/a Documentation Author's Declaration Statement I certify that this Certificate of Compliance documentation is accurate and complete. Name Alex Gines Signature!''' Company oEC Engineers, inc. Date 2/12/7013 Address 7360 Cairo// Road. S?e. 700 CEA# CEPE# Gity/State./Zip San Diego, CA 92121 Phone 858-578-3270 The Principal Envelope Designer's Declaration Statement • I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the envelope design. • This Certificate of Compliance identifies the envelope features and performance specifications required for compliance with Title-24, Parts 1 and 6 of the Caiifornia Code of Regulations. • The design features represented on this Certificate of Compliance are consistent with the information provided to document this design on the other applicable compliance forms, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building pemnit application. Name Russ Onufer Signature Company Nogle Onufer Associates Arctiitects Date Address 2398 San Diego Ave. License # City/State/Zip Sa«D/ego, CA 92770 Phone 679-297-8066 Envelope Mandatory Measures Indicate location on building plarjs of Mandatory Envelope Measures Note Block:. INSTRUCTIONS TO APPLICANT ENVELOPE COMPLIANCE & WORKSHEETS (check box if worksheet is included) For detailed instructions on the use of this and ail Energy Efficiency Standards compliance forms, ptease refer to the 2008 Nonresidential Manual published bythe California Energy Commission. ENV-1 C Certificate of Compliance. Required on plans for all submittals. O ENV-2C Use with the Envelope Component compliance approach. Optional on plans. 12 ENV-3C Use with the Overall Envelope compliance approach. Optional on plans. • PNV dC ^'^^ Prescriptive compliance tor the minimum skylight requirements for large enclosed spaces in climate zones 2 through 15. Optional on plans. EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Page 27 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Part 1 of 6 ) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 WINDOW RATIO CALCULATION for ALL WALLS A. Total linear display perimeter B. Total Gross Exterior Wall Area C. Enter Larger of A or B D. Enter Proposed Window Area 27,330 ft X 6 ft ft^ X 0.40 = 0 f,2 8,532 ^2 8,532 ff 4,157 f(2 Display Area 40% of Gross Exterior Wall Area Maximum Standard Area Proposed Area If the proposed Window Area is greater than the (Maximum Standard Area, then the envelope component method may not be used. See RSHG in Table 143-A, 143- E. Window Wall Ratio = (Row D) Divided by (Row B) 79.49 % B, or143-C WEST WINDOW RATIO CALCULATION 6,475 ftXSft ft'' X 0.40 2,590 ff 2,590 ff F. West Linear Display G. West Exterior Wall Area H. Enter Larger of F or G I. Enter Proposed West Window Area If the proposed West Window Area is greater than the Maximum Standard West Area, then the envelope component method may nol be used. See West RSHG in Table 143-A, 0 ff 1,951 ff West Display Area 40% of West Exterior Wall Area Maximum Standard West Area Proposed West Window Area J. Window Wall Ratio = (Row I) Divided by (Row G) 30.13% 143-B, or 143-C COMBINED AREA FOR NORTH, EAST AND SOUTH WALLS K. N/E/S Display Perimeter (A Minus E) L. N/E/S Exterior Wall Area (B Minus G) M. Enter Larger of K or L N. Proposed N/E/S Window Area (D Minus I) 74,855 ftX6ft ft^ X 0.40 Off 5,942 ff 5,942 ff 2,206 ff N/E/S Of West Exterior Wall Area 40% N/E/S Area Maximum Standard N/E/S Area Proposed N/E/S Area WINDOW ADJUSTMENT 0. If D > C and/or if I > H, proceed to the calculation steps 1 for all walls or 2 for west wali. If not, go to the skylight area test on page 6. 1. If D > C: Use the calculated Window Adjustment Factor (WAF) for ail walls. PROPOSED WINDOW MAX. STANDARD AREA AREA WINDOW (from C) (from D) ADJUSTMENT FACTOR Go to Page 6 to calculate Adjusted Area 2. If I > H: Calculate one Window Adjustment Factor (WAF) for the West wall. MAX. STANDARD WEST PROPOSED WEST AREA AREA (from H) (from I) WEST WINDOW ADJUSTMENT FACTOR MAX. STANDARD AREA (from C) PROPOSED AREA (from D) WEST WINDOW ADJUSTMENT FACTOR Go to Page 6 to calculate Adjusted Area EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Page 28 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Part 2 Of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 SKYLIGHT RATIO CALCULATION §143(b) Actual Gross Roof Area Maximum Allowed Standard Skylight Area A. If Atrium/Skylight Height is ^ 55 ft; or 6,387 ft^ X 0.05 379 B. If Atrium/Skylight Height is > 55 ft ft^XO.10 ft^ C. Proposed Skylight Area D. Skvlioht Ratio = Proposed Skvliaht Area (Row C) Divided bv Actual Gross Roof Area 0.0 % SRRprop E. Maximum Allowed Skylight Roof Ratio = Maximum Allowed Standard Skylight Area (Row A or B) Divided by Total Gross Exterior Roof Area 5 % SRRsTD IF THE PROPOSED SKYLIGHT AREA IS GREATER THAN THE STANDARD SKYLIGHT AREA, PROCEED TO THE NEXT CALCULATION FOR THE SKYLIGHT AREA ADJUSTMENT. IF NOT, GO TO PAGE 3 OF 6. SKYLIGHT AREA ADJUSTMENT IF F > D, Proceed To Calculation Step 1 Step 1. Calculated the Skylight Adjustment Factor (WAF). STANDARD SKYLIGHT AREA PROPOSED SKYLIGHT AREA (IF E = 0 ENTER 1) SKYLIGHT ADJUSTMENT FACTOR (SAF) CARRY THE WINDOW ADJUSTMENT FACTOR (SAF) TO PAGE 6 OF 6 TO CALCULATE THE ADJUSTED AREA EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Page 29 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 3 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Climate Zone 7 TDV for the Standard Design Building, See Reference Nonresidential Appendix NA5-2 Occupancy Type and Coefficients Tables B Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 A B c 0 E F G H 1 J K L M Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Tvpe= Exterior Surface Area Penetration Type Criteria Coefficients for" Standard TDV Energy'" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Tvpe= Exterior Surface Area Penetration Type Criteria U-factor SHGC VT Standard TDV Energy'" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Tvpe= Exterior Surface Area Penetration Type U-factor** SHGC' VT' OSu.i OSs.i Cs,.i Standard TDV Energy'" Wall S Heavy 70 0.690 0.00 0 Wall W Heavy 85 0.690 0.00 0 Window w 45 Site-built 0.770 0.670 0.732 2.92 348.89 7.89 9,740 Wall w Heavy 47 0.690 0.00 0 Wall w Heavy 68 0.690 0.00 0 Window w 72 Site-built 0.770 0.670 0.732 2.92 348.89 7.89 75.585 Window w 72 Site-built 0.770 0.610 0.732 2.92 348.89 7.89 75,585 Wall N Heavy 78 0.690 0.00 0 Wall N Heavy 85 0.690 0.00 0 Window N 45 Site-built 0.770 0.610 0.732 4.97 151.32 0.67 4,348 Wall W Heavy 47 0.690 0.00 0 Wall W Heavy 37 0.690 0.00 0 Wall W Heavy 706 0.690 0.00 0 Window W 39 Site-built 0.770 0.610 0.732 2.92 348.89 7.89 8,442 Wall W Heavy 40 0.690 0.00 0 Door W 27 0.700 75.52 7,770 Sum of Total Standard Design 882,810 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Enter the area of each different assembly. 3. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 4. Grouping of like assemblies in the same orientation is allowed. Indicate the number in column E. 5. Enter Roofs, Floors, Walls and for Mass Walls the catergoies are; light (HC < 7), medium mass (7 s HC,15), and heavy mass (HC s 15). 6. Standard Design U-factor are from Table 143-A, B or C. 7. Standard Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 8. To calculate the fenestration standard design VT in Column H. Multiply Column H by 1.2. 9. Coefficients for; U-factor (CSu^), SHGC (Cs,,i), and VT(CS)4, can be found in Table NA5-2, through Table NA5-5 of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 10. Calculate the TDV Standard Design for each Envelope Assembly Type: TDVstd = Column C x [Column E x ((U-factora x Csui) + (SHGCsi x Cssi) + (VTs x CSB))] for each Assembly Type. See Nonresidential Manual Examples in Section 3.7.1 for details. EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Page 30 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 3 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Climate Zone 7 TDV for the Standard Design Building, See Reference Nonresidential Appendix NA5'2 Occupancy Type and Coefficients Tables 12 Nonresidential, See Table NA5-3 • 24-Hour Use. See Table NA5-4 • Retail, See Table NA5-5 A B C 0 E F G H 1 J K L M Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type= Exterior Surface Area Penetration Type Criteria Coefficients for' Standard TDV Energy"' Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type= Exterior Surface Area Penetration Type Criteria U-factor SHGC VT Standard TDV Energy"' Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type= Exterior Surface Area Penetration Type U-factor* SHGC' VT' CSs.i Cs,,/ Standard TDV Energy"' Wall S Heavy 65 0.690 0.00 0 Window S 7 33 Site-built 0.770 0.670 0.732 60.43 -20.69 727.79 4,797 Wall W 7 Heavy 725 0.690 0.00 0 Window W 1 53 Site-built 0.770 0.670 0.732 2.92 348.89 7.89 77,472 Wall N 1 Heavy 66 0.690 0.00 0 Wall N 1 Heavy 738 0.690 0.00 0 Wall N 1 Heavy 37 0.690 0.00 0 Wall N 1 Heavy 777 0.690 0.00 0 Window N 1 80 Site-built 0.770 0.670 0.732 4.97 151.32 0.67 7,730 Wall E 1 Heavy 38 0.690 0.00 0 Door E 1 27 0.700 75.52 7,770 Wall W 1 Heavy 98 0.690 0.00 0 Door W 1 27 0.700 75.52 7,7 70 Wall N 1 Heavy 478 0.690 0.00 0 Wall W 1 Ligtrt 236 0.7 70 75.52 7,960 Window W 1 32 Site-built 0.770 0.610 0.732 2.92 348.89 1.89 6,927 Sum of Total Standard Design 882,810 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Enter the area of each different assembly. 3. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 4. Grouping of like assemblies in the same orientation is allowed. Indicate the number in column E. 5. Enter Roofs, Floors, Walls and for Mass Walls the catergoies are; light (HC < 7), medium mass (7 < HG,15), and heavy mass (HC & 15). 6. Standard Design U-factor are from Table 143-A, B or C. 7. Standard Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 8. To calculate the fenestration standard design VT in Column H. Multiply Column H by 1.2. 9. Coefficients for; U-factor (CSuj), SHGC (CSs,i), and VT(Cs,j, can be found in Table NA5-2, through Table NA5-5 of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 10. Calculate the TDV Standard Design for each Envelope Assembly Type: TDVstd = Column C x [Column E x ((U-factorsi x Csui) + (SHGCa x Cssi) + (VTsi x Csii))] for each Assembly Type. See Nonresidential Manual Examples in Section 3.7.1 for details. EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Page 31 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 3 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Climate Zone 7 TDV for the Standard Design Building, See Reference Nonresidential Appendix NA5-2 Occupancy Type and Coefficients Tables Ga Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 A B C D E F G H J K L M Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Penetration Type Criteria Coefficients for' Standard TDV Energy'" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Penetration Type Criteria U-factor SHGC VT Standard TDV Energy'" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Penetration Type U-factor' SHGC' VT' Cs„., Csu Standard TDV Energy'" Window W 56 Site-built 0.770 0.670 0.732 2.92 348.89 1.89 72,727 Wall N 7 Ligfit 736 0.110 75.52 7,730 Wall S 7 Ught 67 0.110 75.52 557 Wall W 7 Light 700 0.110 75.52 837 Window W 7 56 Site-built 0.770 0.670 0732 2.92 348.89 1.89 72,727 Wall S 7 Light 277 0.110 75.52 2.257 Wall S 7 Ught 89 0.110 75.52 739 Window S 7 47 Site-built 0.770 0.610 0.732 60.43 -20.69 127.19 5,208 Wall E 7 Ught 239 0.110 75.52 7,985 Wall N 7 Ught 85 0.110 75.52 706 Window N 7 48 Site-built 0.770 0.610 0.732 4.97 151.32 0.67 4,638 Door N 7 23 0.700 75.52 7,276 Wall E 7 Light 78 0.110 75.52 648 Window E 7 74 Site-built 0.770 0.610 0.732 7.87 279.82 5.40 2,465 Door E 7 23 0.700 75.52 7,276 Wall W 1 Ught 792 0.110 75.52 7,595 Sum of Total Standard Design 882,810 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Enter the area of each different assembly. 3. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 4. Grouping of like assemblies in the same orientation is allowed. Indicate the number in column E. 5. Enter Roofs, Floors, Walls and for Mass Walls the catergoies are; light (HC < 7), medium mass (7 < HC,15), and heavy mass (HC > 15). 6. Standard Design U-factor are from Table 143-A, B or C. 7. Standard Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 8. To calculate the fenestration standard design VT in Column H. Multiply Column H by 1.2. 9. Coefficients for; U-factor (Cs„;), SHGC (CSs.i), and VT(CSi,i, can be found in Table NA5-2, through Table NA5-5 of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 10. Calculate the TDV Standard Design tor each Envelope Assembly Type: TOVsa = Column C x [Column E x ((U-factorsi x Csui) + (SHGCsi x Cssi) + (VTsi x Csu))] for each Assembly Type. See Nonresidential Manual Examples in Section 3.7.1 for details. EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Page 32 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 3 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Climate Zone 7 TDV for the Standard Design Building, See Reference Nonresidential Appendix NA5-2 Occupancy Type and Coefficients Tables Ga Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 A B c D E F G M 1 , J I K L M Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type= Exterior Surface Area Penetration Type Criteria Coefficients for' Standard TDV Energy'" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type= Exterior Surface Area Penetration Type Criteria U-factor SHGC VT Standard TDV Energy'" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type= Exterior Surface Area Penetration Type U-factor' SHGC' Cs„., OSs.i Csu Standard TDV Energy'" Window W 32 Site-built 0.770 0.670 0.732 2.92 348.89 1.89 6,927 Window W 7 20 Site-built 0.770 0.670 0.732 2.92 348.89 1.89 4,329 Window W 7 43 Site-built 0.770 0.670 0.732 2.92 348.89 1.89 9,308 Wall W 7 Light 42 0.770 75.52 349 Wall S 7 Light 55 0.7 70 75.52 457 Wall N 7 Light 55 0.110 75.52 457 Wall N 7 Light 77 0.110 75.52 590 Wall E 7 Light 74 0.110 75.52 675 Wall W 7 Light 755 0.110 75.52 7,288 Wall E 7 Light 770 0.110 75.52 7,472 Wall S 7 Light 45 0.110 75.52 374 Window S 7 74 Site-built 0.770 0.670 0.732 60.43 -20.69 127.19 7,778 Window S 7 14 Site-built 0.770 0.670 0.732 60.43 -20.69 127.19 7,778 Door S 7 23 0.700 75.52 7,276 Wall W 7 Light 78 0.110 75.52 648 Window W 7 32 Site-built 0.770 0.610 0.732 2.92 348.89 1.89 6,927 Sum of Total Standard Design 882,870 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Enter the area of each different assembly. 3. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 4. Grouping of like assemblies in the same orientation is allowed. Indicate the number in column E. 5. Enter Roofs, Floors, Walls and for Mass Walls the catergoies are; light (HC < 7), medium mass (7 < HC,15), and heavy mass (HC s 15). 6. Standard Design U-factor are from Table 143-A, B or C. 7. Standard Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 8. To calculate the fenestration standard design VT in Column H. Multiply Column H by 1.2. 9. Coefficients for; U-factor (CSu,i), SHGC (Cs,,i), and VT(CSi4, can be found in Table NA5-2, through Table NAS-5 of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "C" when not applicable. 10. Calculate the TDV Standard Design for each Envelope Assembly Type: TDVstd = Column C x [Column E x ((U-factor^ x Csu) + (SHGCsi x Cssi) + (VTsi x Css))] for each Assembly Type. See Nonresidential Manual Examples in Section 3.7.1 for details. EnergyPro 5.1 by EnergySoft User Number: 51 SI RunCode: 2013-02-12709:17:07 ID: Page 33 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 3 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Climate Zone 7 TDV for the Standard Design Building, See Reference Nonresidential Appendix NA5-2 Occupancy Type and Coefficients Tables H Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 A B C D E F G H 1 J K L M Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Penetration Type Criteria Coefficients for' Standard TDV Energy'" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Penetration Type Criteria U-factor SHGC VT Standard TDV Energy'" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Penetration Type U-factor' SHGC' VT= Cs„., OSs.i Cs,., Standard TDV Energy'" Wall N Light 45 0.7 70 75.52 374 Window N 7 74 Site-built 0.770 0.610 0.732 4.97 151.32 0.67 7,353 Window N 7 74 Site-built 0.770 0.610 0.732 4.97 151.32 0.67 7,353 Door N 7 23 ,0.700 75.52 7,276 Wall W 7 Light 264 0.110 75.52 2,793 Window W 7 736 Site-built 0.770 0.610 0.732 2.92 348.89 7.89 29,438 Wall W 7 Light 148 0.110 75.52 7,229 Window W 7 702 Site-built 0.770 0.610 0.732 2.92 348.89 7.89 22,078 Wall S 7 Light 785 0.110 75.52 7,537 Wall W 7 Light 264 0.110 75.52 2,793 Window W 7 736 Site-built 0.770 0.610 0.732 2.92 348.89 7.89 29,438 Wall N 7 Ught 748 0.110 75.52 7,229 Window N 7 702 Site-built 0.770 0.610 0.732 4.97 151.32 0.67 9,855 Wall N 7 Light 785 0.110 75.52 1,537 Wall E 7 Ught 476 0.110 75.52 3.954 Window E 7 62 Site-built 0.770 0.610 0.732 1.81 279.82 5.40 10,914 Sum of Total Standard Design 882,810 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Enter the area of each different assembly. 3. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 4. Grouping of like assemblies in the same orientation is allowed. Indicate the number in coiumn E. 5. Enter Roofs, Floors, Walls and for Mass Walls the catergoies are; light (HC < 7), medium mass (7 < HC,15), and heavy mass (HC > 15). 6. Standard Design U-factor are from Table 143-A, B or C. 7. Standard Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 8. To calculate the fenestration standard design VT in Column H. Multiply Column H by 1.2. 9. Coefficients for; U-factor (CSuj), SHGC (Cs,,i), and VT(CSi,i, can be found in Table NA5-2, through Table NA5-5 of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 10. Calculate the TDV Standard Design for each Envelope Assembly Type: TDVstd = Column C x [Column E x ({U-factorsi x Can) + (SHGCa x Cssi) + (VTg x Csii))] for each Assembly Type. See Nonresidential Manual Examples in Section 3.7.1 for details. EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Page 34 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 3 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Climate Zone 7 TDV for the Standard Design Building, See Reference Nonresidential Appendix NA5-2 Occupancy Type and Coefficients Tables 13 Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 A B C 0 E F G H 1 J K L M • Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Penetration Type Criteria Coefficients for' Standard TDV Energy'" • Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Penetration Type Criteria U-factor SHGC VT Standard TDV Energy'" • Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Penetration Type U-factor' SHGC' VT^ OSu.i OSs,i Cs,.( Standard TDV Energy'" Window E 62 Site-built 0.770 0.670 0.732 1.81 279.82 5.40 70.974 Wall s 7 Light 748 0.110 75.52 7,229 Window s 7 702 Site-built 0.770 0.670 0.732 60.43 -20.69 727.79 72,955 Wall N 7 Light 775 0.110 75.52 7,454 Wall E 7 Light 748 0.110 75.52 7,229 Window E 7 702 Site-built 0.770 0.670 0.732 7.87 279.82 5.40 77,956 Wall E 7 Light 476 0.110 75.52 3,954 Window E 1 62 Site-built 0.770 0.610 0.732 7.87 279.82 5.40 70,974 Window E 1 62 Site-built 0.770 0.610 0.732 7.87 279.82 5.40 70,974 Wall W 1 Light 65 0.110 76.52 540 Wall E 1 Light 55 0.110 75.52 457 Wall W 1 Light 794 0.110 75.52 7,672 Window W 1 32 Site-built 0.770 0.610 0.732 2.92 348.89 7.89 6,927 Window W 1 56 Site-built 0.770 0.610 0.732 2.92 348.89 1.89 72,727 Wall N 1 Light 249 0.110 75.52 2,068 Window N 1 56 Site-built 0.770 0.610 0.732 4.97 151.32 0.67 5,47 7 Sum of Total Standard Design 882,870 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Enter the area of each different assembly. 3. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 4. Grouping of like assemblies in the same orientation is allowed. Indicate the number in column E. 5. Enter Roofs, Floors, Walls and for Mass Walls the catergoies are; light (HC < 7), medium mass (7 < HC,15), and heavy mass (HC a 15). 6. Standard Design U-factor are from Table 143-A, B or C. 7. Standard Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 8. To calculate the fenestration standard design VT in Column H. Multiply Column H by 1.2. 9. Coefficients for; U-factor (CSu,r), SHGC (Cs,,i), and VT(Cs,j, can be found in Table NA5-2, through Table NAS-S of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 10. Calculate the TDV Standard Design for each Envelope Assembly Type: TDVstd = Column C x [Column E x ((U-factorsi x Csui) + (SHGCs x Cssi) + (VTsi x Csu))] for each Assembly Type. See Nonresidential Manual Examples in Section 3.7.1 for details. EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Page 35 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 3 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Climate Zone 7 TDV for the Standard Design Building, See Reference Nonresidential Appendix NA5-2 Occupancy Type and Coefficients Tables US Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 A B c D E F G H 1 J K L M Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type Criteria Coefficients for' Standard TDV Energy'" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type Criteria U-factor SHGC VT Standard TDV Energy'" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type U-factor' SHGC' VT' Cs„., Cs,., Standard TDV Energy'" Window N 7 32 Site-built 0.770 0.610 0.732 4.97 151.32 0.67 3.092 Wall E 7 Light 74 0.770 75.52 675 Wall S 7 Light 54 0.7 70 75.52 449 Wall S 7 Light 72 0.110 75.52 598 Wall N 7 Light 723 0.110 75.52 7,022 Window N 7 32 Site-built 0.770 0.610 0.732 4.97 151.32 0.67 3,092 Wall S 7 Light 78 0.110 75.52 648 Wall S 7 Light^ 93 0.110 75.52 773 Window S 7 27 Site-built 0.770 0.610 0.732 60.43 -20.69 727.79 3,429 Wall N 7 Light 702 0.110 75.52 847 Window N 7 56 Site-built 0.770 0.610 0.732 4.97 151.32 0.67 5,411 Wall S 7 Light 55 0.110 75.52 457 Wall W 7 Light 37 0.110 75.52 258 Door W 7 23 0.700 75.62 1,216 Wall S 7 Ught 794 0.110 75.52 1,612 Wall W 7 Light 66 0.110 75.52 548 Sum of Total Standard Design 882,810 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Enter the area of each different assembly. 3. Enter the lype of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 4. Grouping of like assemblies in the same orientation is allowed. Indicate the number in column E. 5. Enter Roofs, Floors, Walls and for Mass Walls the catergoies are; light (HC < 7), medium mass (7 < HC,15), and heavy mass (HC a 15). 6. Standard Design U-factor are from Table 143-A, B or C. 7. Standard Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 8. To calculate the fenestration standard design VT in Column H. Multiply Column H by 1.2. 9. Coefficients for; U-factor (CSoj), SHGC (CSs,i), and VT(Csw, can be found in Table NA5-2, through Table NA5-5 of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 10. Calculate the TDV Standard Design for each Envelope Assembly Type: TDVstd = Column C x [Column E x ((U-tactorsi x Csui) + (SHGCsi x Cssi) + (VTsi x Csu))] for each Assembly Type. See Nonresidential Manual Examples in Section 3.7.1 for details. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID: Page 36 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 3 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Climate Zone 7 TDV for the Standard Design Building, See Reference Nonresidential Appendix NA5-2 Occupancy Type and Coefficients Tables 12 Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 A B C D E F G H 1 J K L IVI Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type Criteria Coefficients for' Standard TDV Energy'" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type Criteria U-factor SHGC VT Standard TDV Energy'" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type U-factor' SHGC' VT' Cs„., OSs,i Cs,., Standard TDV Energy'" Wall N Ught 236 0.110 75.52 1.960 Window N 7 56 Site-built 0.770 0670 0.732 4.97 151.32 0.67 5,411 Window N 7 32 Site-built 0.770 0.670 0.732 4.97 151.32 0.67 3,092 Wall E . 7 Ught 482 0.110 75.52 4.004 Wall E 7 Ught 90 0.770 75.52 748 Wall E 7 Ught 732 0.110 75.52 1,097 Door E 7 23 0.700 75.52 1,216 Wall s 7 Light 240 0.110 75.52 1.994 Window S 7 4 Site-built 0.770 0.610 0.732 60.43 -20.69 727.79 508 Roof 7 Light 793 0.067 94.40 7,227 Roof 7 Ught 57 0.067 94.40 367 Wall S 7 Ught 708 0.110 75.52 897 Wall W 7 Light 707 0.110 75.52 889 Window W 7 56 Site-built 0.770 0.610 0.732 2.92 348.89 7.89 72,727 Roof 7 Light 75 0.067 94.40 474 Roof 7 Ught 40 0.067 94.40 253 Sum of Total Standard Design 882,810 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Enter the area of each different assembly. 3. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 4. Grouping of like assemblies In the same orientation is allowed. Indicate the number in column E. 5. Enter Roofs, Floors, Walls and for Mass Walls the catergoies are; light (HC < 7), medium mass (7 < HC,15), and heavy mass (HC a 15). 6. Standard Design U-factor are from Table 143-A, B or C. 7. Standard Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 8. To calculate the fenestration standard design VT in Column H. Multiply Column H by 1.2. 9. Coefficients for; U-factor {CSu,i), SHGC (CSs.i), and VT(CSij, can be found in Table NA5-2, through Table NAS-S of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 10. Calculate the TDV Standard Design for each Envelope Assembly Type: TDVstd = Column C x [Column E x ((U-factorsi x Cs„i) + (SHGCsi x Cssi) + (VTsi x Csu))] for each Assembly Type. See Nonresidential Manual Examples in Section 3.7.1 for details. EnergyPro S. 1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Page 37 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 3 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Climate Zone 7 TDV for the Standard Design Building, See Reference Nonresidential Appendix NA5-2 Occupancy Type and Coefficients Tables H Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 A B C D E F G H i J K L iVi Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type Criteria Coefficients for' Standard TDV Energy'" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type Criteria U-factor SHGC VT Standard TDV Energy'" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type U-factor' SHGC' VT' CSu.i CSs.i Cs,., Standard TDV Energy'" Wall E Light 257 0.770 75.52 2.735 Door E 7 23 0.700 75.52 7,276 Window E 7 32 Site-built 0.770 0.670 0.732 1.81 279.82 5.40 5,633 Roof 7 Ught 787 0.067 94.40 7,745 Roof 7 Light 298 0.067 94.40 7,885 Wall s 7 Ught 67 0.770 75.52 557 Wall W 7 Light 734 0.770 75.52 7,773 Window W 7 32 Site-built 0.770 0.670 0.732 2.92 348.89 7.89 6.927 Wall N 7 Ught 44 0.110 75.52 366 Window N 1 23 Site-built 0.770 0.670 0.732 4.97 151.32 0.67 2,222 Roof 1 Ught 45 0.067 94.40 285 Roof 1 Light 47 0.067 94.40 259 Roof 1 Light 35 0.067 94.40 227 Wall N 1 Ught 705 0.110 75.52 872 Window N 1 56 Site-built 0.770 0.610 0.732 4.97 757.32 0.67 5.47 7 Wall N 1 Ught 55 0.110 75.52 457 Sum of Total Standard Design 882,870 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Enter the area of each different assembly. 3. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 4. Grouping of like assemblies in the same orientation is allowed. Indicate the number in column E. 5. Enter Roofs, Floors, Walls and for Mass Walls the catergoies are; light (HC < 7), medium mass (7 s HC,15), and heavy mass (HC a 15). 6. Standard Design U-factor are from Table 143-A, B or C. 7. Standard Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 8. To calculate the fenestration standard design VT in Column H. Multiply Column H by 1.2. 9. Coefficients for; U-factor (CSu,i), SHGC (CSs,i), and VT(CSij, can be found in Table NA5-2, through Table NAS-S ofthe Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 10. Calculate the TDV Standard Design for each Envelope Assembly Type: TDVstd = Column C x [Column E x ((U-factora x Csui) + (SHGCsi x Cssi) + (VTsi x Csu))] for each Assembly Type. See Nonresidential Manual Examples in Section 3.7.1 for details. EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Page-38 of 738 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 3 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Climate Zone 7 TDV for the Standard Design Building, See Reference Nonresidential Appendix NA5-2 Occupancy Type and Coefficients Tables IZ Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 A B C D E F G H i J K L IVI Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Penetration Type Criteria Coefficients for' Standard TDV Energy'" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Penetration Type Criteria U-factor SHGC VT Standard TDV Energy'" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Penetration Type U-factor' SHGC' VT' Cs„., OSs.i Cs,., Standard TDV Energy'" Roof Light 730 0.067 94.40 822 Wall £ Light 80 0.110 75.52 665 Wall S Light 53 0.110 75.52 440 Wall N Ught 723 0.110 75.52 7,022 Window N 32 Site-built 0.770 0.670 0.732 4.97 151.32 0.67 3,092 Wall W Light 726 0.110 75.52 7,047 Window W 32 Site-built 0.770 0.670 0.732 2.92 348.89 7.89 6,927 Wall E Ught 709 0.110 75.52 905 Door E 23 0.700 75.52 7,276 Window E 23 Site-built 0.770 0.670 0.732 7.87 279.82 5.40 4,049 Wall N Ught 9 0.110 75.52 75 Window N 23 Site-built 0.770 0.670 0.732 4.97 757.32 0.67 2,222 Window N 23 Site-built 0.770 0.670 0.732 4.97 757.32 0.67 2,222 Wall S Light 55 0.110 75.52 457 Wall W Light 77 0.110 75.52 590 Window W 56 Site-built 0.770 0670 0.732 2.92 348.89 7.89 72,727 Sum of Total Standard Design 882,810 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Enter the area of each different assembly. 3. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 4. Grouping of like assemblies in the same orientation is allowed. Indicate the number in column E. 5. Enter Roofs, Floors, Walls and for Mass Walls the catergoies are; light (HC < 7), medium mass (7 < HC,15), and heavy mass (HC a 15). 6. Standard Design U-factor are from Table 143-A, B or C. 7. Standard Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 8. To calculate the fenestration standard design VT in Column H. Multiply Column H by 1.2. 9. Coefficients for; U-factor (CSuj), SHGC (Cs,,i), and VT(Cs,4, can be found in Table NA5-2, through Table NAS-S of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 10. Calculate the TDV Standard Design tor each Envelope Assembly Type: TDVstd = Column C x [Coiumn E x ({U-factorsi x Csui) + (SHGCsi x Cssi) + (VTsi x Csu))] for each Assembly Type. See Nonresidential Manual Examples in Section 3.7.1 for details. EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2013-02-12709:17:07 ID: Page 39 of 738 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 3 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Climate Zone 7 TDV for the Standard Design Building, See Reference Nonresidential Appendix NA5-2 Occupancy Type and Coefficients Tables B Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 A B C D E F G H J K L lUI Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type Criteria Coefficients for' Standard TDV Energy'" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type Criteria U-factor SHGC VT Standard TDV Energy'" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type U-factor* SHGC' VT' CSu.i Cs,.i Standard TDV Energy'" Wall W Ught 194 0.7 70 75.52 7.672 Window W 7 32 Site-built 0.770 0.610 0732 2.92 348.89 7.89 6,927 Window W 7 56 Site-built 0.770 0.610 0.732 2.92 348.89 7.89 72,727 Wall E 7 Light 72 0.110 75.52 598 Wall S 7 Light 45 0.110 75.52 374 Window S 7 74 Site-built 0.770 0.610 0.732 60.43 -20.69 727.79 7.778 Window S 7 74 • Site-built 0.770 0.610 0.732 60.43 -20.69 727.79 7,778 Window S 7 23 Site-built 0.770 0.610 0.732 60.43 -20.69 727.79 2.927 Wall W 7 Light 770 0.110 75.52 7,472 Window W 7 56 Site-built 0.770 0.610 0.732 2.92 348.89 7.89 72,727 Window W 7 56 Site-built 0.770 0.610 0.732 2.92 348.89 7.89 72,727 Wall N 7 Light 74 0.110 75.62 675 Window N 7 56 Site-built 0.770 0.610 0.732 4.97 151.32 0.67 5,477 Wall N 7 Light 45 0.110 75.52 374 Window N 7 74 Site-built 0.770 0.610 0.732 4.97 151.32 0.67 7,353 Window N 7 74 Site-built 0.770 0.610 0.732 4.97 151.32 0.67 7,353 Sum of Total Standard Design 882,870 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Enter the area of each different assembly. 3. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 4. Grouping of like assemblies in the same orientation is allowed. Indicate the number in column E. 5. Enter Roofs, Floors, Walls and for Mass Walls the catergoies are; light (HC < 7), medium mass (7 < HG,15), and heavy mass (HC > 15). 6. Standard Design U-factor are from Table 143-A, B or C. 7. Standard Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 8. To calculate the fenestration standard design VT in Column H. Multiply Column H by 1.2. 9. Coefficients for; U-factor (CSgj), SHGC (Cs,,i), and VT(Cs,j, can be found in Table NA5-2, through Table NAS-5 of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 10. Calculate the TDV Standard Design for each Envelope Assembly Type: TDVstd = Column C x [Column E x {{U-factorsi x Csui) + (SHGCsi x Csa) + (VTsi x Csu))] for each Assembly Type. See Nonresidential Manual Examples in Section 3.7.1 for details. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID: Page 40 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 3 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Climate Zone 7 TDV for the Standard Design Building, See Reference Nonresidential Appendix NA5-2 Occupancy Type and Coefficients Tables Ga Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 A B C D E F G H 1 J K L M Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type Criteria Coefficients for' Standard TDV Energy'" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type Criteria U-factor SHGC VT Standard TDV Energy'" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type U-factor' SHGC' VT* CSu.i Cs,,, Standard TDV Energy'" Window N 23 Site-built 0.770 0.670 0.732 4.97 757.32 0.67 2.222 Wall W 7 Light 32 0.7 70 75.52 266 Window W 7 23 Site-built 0.770 0.670 0.732 2.92 348.89 7.89 4,978 Wall N 7 Light 792 0.770 75.52 7,595 Window N 7 32 Site-built 0.770 0.670 0.732 4.97 757.32 0.67 3,092 Window N 7 32 Site-built 0.770 0.670 0.732 4.97 757.32 0.67 3.092 Window N 7 56 Site-built 0.770 0.670 0.732 4.97 757.32 0.67 5,47 7 Wall S 1 Light 780 0.7 70 75.52 7,495 Door S 7 23 0.700 75.52 7,276 Wall W 7 Ught 32 0.7 70 75.52 266 Window W 7 23 Site-built 0.770 0.670 0.732 2.92 348.89 7.89 4,978 Wall E 7 Light 77 0.110 75.52 640 Wall N 7 Light 28 0.110 75.52 233 Door N 7 27 0.700 75.52 7,770 Wall N 7 Light 759 0.110 75.52 7.327 Door N 7 27 0.700 75.52 7,770 Sum of Total Standard Design 882,870 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Enter the area of each different assembly. 3. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 4. Grouping of like assemblies in the same orientation is allowed. Indicate the number in column E. 5. Enter Roofs, Floors, Walls and for Mass Walls the catergoies are; light (HC < 7), medium mass (7 s HC,15), and heavy mass (HC a 15). 6. Standard Design U-factor are from Table 143-A, B or C. 7. Standard Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 8. To calculate the fenestration standard design VT in Column H. Multiply Column H by 1.2. 9. Coefficients for; U-factor {CSu,i), SHGC (CSs,i). and VT(Cs,j, can be found in Table NA5-2, through Table NAS-S of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 10. Calculate the TDV Standard Design for each Envelope Assembly Type: TDVstd = Column C x [Column E x ({U-factorsi x Csui) + (SHGCa x Cssi) + (VTsi x Csu))] for each Assembly Type. See Nonresidential Manual Examples in Section 3.7.1 for details. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID: Page 41 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 3 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Climate Zone 7 TDV for the Standard Design Building, See Reference Nonresidential Appendix NA5-2 Occupancy Type and Coefficients Tables B Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 A B C D E F G H J K L M Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type Criteria Coefficients for" Standard TDV Energy'" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type Criteria U-factor SHGC VT Standard TDV Energy'" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type U-factor' SHGC' VT' CSu.i OSs.i Cs,., Standard TDV Energy'" Wall E Light 60 0.7 70 75.52 498 Roof 7 Ught 38 0.067 94.40 240 Roof 7 Light 69 0.067 94.40 436 Wall W 7 Light 44 0.770 75.52 366 Window W 7 23 Site-built 0.770 0.670 0.732 2.92 348.89 7.89 4,978 Wall N 7 Light 734 0.7 70 75.52 7.773 Window N 7 32 Site-built 0.770 0.670 0.732 4.97 151.32 0.67 3,092 Wall E 7 Light 67 0.7 70 75.52 557 Roof 7 Light 728 0.067 94.40 870 Roof 7 Light 40 0.067 94.40 253 Roof 7 Ught 40 0.067 94.40 253 Wall W 7 Light 55 0.770 75.52 457 Wall N 7 Ught 702 0.770 75.52 847 Window N 7 56 Site-built 0.770 0.670 0.732 4.97 151.32 0.67 5,47 7 Wall N 7 Ught 780 0.770 75.52 7,495 Door N 7 23 0.700 75.52 7,276 Sum of Total Standard Design 882,810 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Enter the area of each different assembly. 3. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 4. Grouping of like assemblies in the same orientation is allowed. Indicate the number in column E. 5. Enter Roofs, Floors, Walls and for Mass Walls the catergoies are; light (HC < 7), medium mass (7 s HC,15), and heavy mass (HC a 15). 6. Standard Design U-factor are from Table 143-A, B or C. 7. Standard Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 8. To calculate the fenestration standard design VT in Column H. Multiply Column H by 1.2. 9. Coefficients for; U-factor (Csg^), SHGC (Cs,,i), and VT(Cst,(, can be found in Table NA5-2, through Table NAS-S of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 10. Calculate the TDV Standard Design for each Envelope Assembly Type: TDVstd = Column C x [Column E x ((U-factorsi x Csui) + (SHGCsi x Cssi) + (VTsi x Css))] for each Assembly Type. See Nonresidential Manual Examples in Section 3.7.1 for details. EnergyPro 5.1 by EnergySoft User Number 5757 RunCode: 2013-02-12709:17:07 ID: Page 42 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 3 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Climate Zone 7 TDV for the Standard Design Building, See Reference Nonresidential Appendix NA5-2 Occupancy Type and Coefficients Tables Ga Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 A B C D E F G H 1 J K L IVI Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type Criteria Coefficients for' Standard TDV Energy'" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type Criteria U-factor SHGC VT Standard TDV Energy'" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type U-factor' SHGC' VT' Cs„., CSs.i Cs,., Standard TDV Energy'" Roof Ught 57 0.067 94.40 323 Roof 7 Ught 774 0.067 94.40 7,707 Roof 7 Light 792 0.067 94.40 7,274 Wall N 7 Ught 702 0.110 75.52 847 Window N 7 56 Site-built 0.770 0.670 0.732 4.97 151.32 0.67 5,47 7 Wall N 7 Light 774 0.110 75.52 947 Roof 7 Light 75 0.067 94.40 474 Roof 7 Light 40 0.067 94.40 253 Wall N 7 Light 759 0.110 75.52 7,327 Window N 7 4 Site-built 0.770 0.670 0.732 4.97 151.32 0.67 386 Wall s 7 Light 51 0.110 75.52 424 Door S 7 23 0.700 75.52 7,276 Roof 7 Light 755 0.067 94.40 980 Roof 7 Light 52 0.067 94.40 329 Wall S 7 Light 707 0.7 70 75.52 889 Roof 7 Light 44 0.067 94.40 278 Sum of Totai Standard Design 882,870 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Enter the area of each different assembly. 3. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 4. Grouping of like assemblies in the same orientation is allowed. Indicate the number in column E. 5. Enter Roofs, Floors, Walls and for Mass Waifs the catergoies are; light (HC < 7), medium mass (7 < HC,15), and heavy mass (HC a 15). 6. Standard Design U-factor are from Table 143-A, B or C. 7. Standard Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 8. To calculate the fenestration standard design VT in Column H. Multiply Column H by 1.2. 9. Coefficients for; U-factor (CSu,i), SHGC (CSs.i), and VT(CStj. can be found in Table NA5-2, through Table NA5-5 ofthe Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 10. Calculate the TDV Standard Design for each Envelope Assembly Type: TDVstd = Column C x [Column E x ((U-factorsi x Csui) + (SHGCa x Cssi) + (VTsi x Csu))] for each Assembly Type. See Nonresidential Manual Examples in Section 3.7.1 for details. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID: Page 43 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 3 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Climate Zone 7 TDV for the Standard Design Building, See Reference Nonresidential Appendix NA5-2 Occupancy Type and Coefficients Tables 12 Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 A B C 0 E F G H 1 J K L IVI Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Penetration Type Criteria Coefficients for' Standard TDV Energy" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Penetration Type Criteria U-factor SHGC VT Standard TDV Energy" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Penetration Type U-factor' SHGC' VT' CSa.i Csi,i Standard TDV Energy" Wall £ Light 77 0.7 70 75.52 640 Wall S 7 Light 74 0 7 70 75.52 675 Roof 7 Light 20 0.067 94.40 726 Roof 7 Light 20 0.067 94.40 726 Wall S 7 Light 292 0.770 75.52 2,426 Window S 1 4 Site-built 0.770 0.670 0.732 60.43 -20.69 727.79 508 Window S 1 4 • Site-built 0.770 0.670 0.732 60.43 -20.69 727.79 508 Window S 1 4 Site-built 0.770 0.670 0.732 60.43 -20.69 727.79 508 Wall W 1 Light 333 0.770 75.52 2,766 Window W 1 32 Site-built 0.770 0.670 0.732 2.92 348.89 7.89 6,927 Window W 1 32 Site-built 0.770 0.670 0.732 2.92 348.89 7.89 6,927 Window W 1 56 Site-built 0.770 0.670 0.732 2.92 348.89 7.89 72,727 Wall N 1 Light 37 0.770 75.52 307 Window N 1 23 Site-built 0.770 0.670 0.732 4.97 151.32 0.67 2,222 Roof 1 Light 355 0.067 94.40 2,245 Roof 1 Ught 795 0.067 94.40 7,233 Sum of Total Standard Design 882,870 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly lype for each row. 2. Enter the area of each different assembly. 3. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 4. Grouping of like assemblies in the same orientation is allowed. Indicate the number In column E. 5. Enter Roofs, Floors, Walls and for Mass Walls the catergoies are; light (HC < 7), medium mass (7 < HC,15), and heavy mass (HC a 15). 6. Standard Design U-factor are from Table 143-A, B or C. 7. Standard Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 8. To calculate the fenestration standard design VT in Column H. Multiply Column H by 1.2. 9. Coefficients for; U-factor (CSu,i), SHGC (Cs,,i), and VT{Cs,j, can tie found in Table NA5-2, through Table NA5-S of fhe Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 10. Calculate the TDV Standard Design for each Envelope Assembly Type: TDVstd = Column C x [Column E x ((U-factorsi x Csui) + (SHGCsi x Cs^) + (VTa x Csu))] for each Assembly Type. See Nonresidential Manual Examples in Section 3.7.1 for details. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID: Page 44 of 738 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 3 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Climate Zone 7 TDV for the Standard Design Building, See Reference Nonresidential Appendix NA5-2 Occupancy Type and Coefficients Tables Ea Nonresidential, See Table NA5-3 1 • 24-Hour Use, See Table NA5-4 • Retail, See Tabfe NA5-5 A B C D E F G H 1 J K L IVI Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type Criteria Coefficients for' Standard TDV Energy'" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type Criteria U-factor SHGC VT Standard TDV Energy'" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type U-factor' SHGC' VT' Cs„., Cs,,, Standard TDV Energy'" Roof Ught 85 0.067 94.40 538 Roof 7 Light 74 0.067 94.40 468 Roof 7 Ught 34 0.067 94.40 275 Wall S 7 Ught 765 0.770 75.52 7,377 Door S 7 27 0.700 75.52 7,770 Roof 7 Light 773 0.067 94.40 775 Wall E 7 Light 706 0.770 75.52 887 Door £ 7 27 0.700 75.52 7,770 Roof 7 Light 759 0.067 94.40 7,006 Wall W 7 Light 343 0.7 70 75.52 2,849 Window W 7 78 Site-built 0.770 0.670 0.732 2.92 348.89 7.89 3,896 Window W 7 56 Site-built 0.770 0.670 0.732 2.92 348.89 7.89 72,727 Window W 7 56 Site-built 0.770 0.670 0.732 2.92 348.89 7.89 72,727 Window W 7 56 Site-built 0.770 0.670 0.732 2.92 348.89 7.89 72,727 Wall E 7 Light 83 0.110 75.52 689 Window E 7 47 Site-built 0.770 0.670 0.732 1.81 279.82 5.40 7,278 Sum of Total Standard Design 882,870 1. Indicate type of assembly forthe Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Enter the area of each different assembly. 3. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 4. Grouping of like assemblies in the same orientation is allowed. Indicate the number in column E. 5. Enter Roofs, Floors, Walls and for Mass Walls the catergoies are; light (HC < 7), medium mass (7 s HC,15), and heavy mass (HC a 15). 6. Standard Design U-factor are from Table 143-A, B or C. 7. Standard Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 8. To calculate the fenestration standard design VT in Column H. Multiply Column H by 1.2. 9. Coefficients for; U-factor (CSu^), SHGC (CSs.i), and VT(Cs,j, can be found in Table NA5-2, through Table NAS-5 of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 10. Calculate the TDV Standard Design for each Envelope Assembly Type: TDVstd = Column C x [Column E x ((U-factorsi x Csui) + (SHGCsi x Cssi) + (VTsi x Csu))] for each Assembly Type. See Nonresidential Manual Examples in Section 3.7.1 for details. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID: Page.45 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 3 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Climate Zone 7 TDV for the Standard Design Building, See Reference Nonresidential Appendix NA5-2 Occupancy Type and Coefficients Tables Ga Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 A B C D E F G H 1 J K L M Assembly Type' Orientation Number Of Like Assembly Type* Roots or Floor Mass Type' Exterior Surface Area Fenetration Type Criteria Coefficients for' Standard TDV Energy'" Assembly Type' Orientation Number Of Like Assembly Type* Roots or Floor Mass Type' Exterior Surface Area Fenetration Type Criteria U-factor SHGC VT Standard TDV Energy'" Assembly Type' Orientation Number Of Like Assembly Type* Roots or Floor Mass Type' Exterior Surface Area Fenetration Type U-factor' SHGC' VT' Cs„., CSs.i Cs,., Standard TDV Energy'" Window £ 7 29 Site-built 0.770 0.670 0.732 7.87 279.82 5.40 5,705 Window E 7 27 Site-built 0.770 0.670 0.732 7.87 279.82 5.40 3,697 Wall S 7 Light 33 0.110 75.52 274 Window S 7 75 Site-built 0.770 0.670 0.732 60.43 -20.69 127.19 7,905 Roof 7 Light 647 0.067 94.40 4,092 Roof 7 Ught 28 0.067 94.40 777 Roof 7 Light 253 0.067 94.40 7,600 Wall E 7 Light 720 0.7 70 75.52 997 Roof 7 Light 740 0.067 94.40 885 Wall W 7 Ught 343 0.110 75.52 2,849 Window W 7 78 Site-built 0.770 0.610 0.732 2.92 348.89 1.89 3,896 Window w 7 56 Site-built 0.770 0.610 0.732 2.92 348.89 1.89 72,727 Window w 7 56 Site-built 0.770 0.670 0.732 2.92 348.89 1.89 72,727 Window w 7 56 Site-built 0.770 0670 0.732 2.92 348.89 1.89 72,727 Wall E 7 Light 83 0.7 70 75.52 689 Window E 7 41 Site-built 0.770 0.610 0.732 1.81 279.82 5.40 7,278 Sum of Total Standard Design 882,810 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type tor each row. 2. Enter the area of each different assembly. 3. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 4. Grouping of like assemblies in the same orientation is allowed. Indicate the number in column E. 5. Enter Roofs, Floors, Walls and for Mass Walls the catergoies are; light (HC < 7), medium mass (7 < HC,15), and heavy mass (HC a IS). 6. Standard Design U-factor are from Table 143-A, B or C. 7. Standard Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note; Not all vertical windows have an overhang then assume SHGC as value entered. 8. To calculate the fenestration standard design VT in Column H. Multiply Column H by 1.2. 9. Coefficients for; U-factor (CSu,i), SHGC (CSs.i), and VT(CStj, can be found in Table NA5-2, through Table NAS-5 of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 10. Calculate the TDV Standard Design for each Envelope Assembly Type: TOVsm = Column C x [Column E x ((U-factorsi x Csui) + (SHGCsi x Cssi) + (VTsi x Csu))] for each Assembly Type. See Nonresidential Manual Examples in Section 3.7.1 for details. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID: Page 46 of 738 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 3 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Climate Zone 7 TDV for the Standard Design Building, See Reference Nonresidential Appendix NA5-2 Occupancy Type and Coefficients Tables Q Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 A B C 0 E F G H i J K L M Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type Criteria Coefficients for' Standard TDV Energy" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type Criteria U-factor SHGC VT Standard TDV Energy" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type U-factor' SHGC' VT* CSu.i CSs,j Cs,., Standard TDV Energy" Window £ 29 Site-built 0.770 0.670 0.732 1.81 279.82 5.40 5.705 Window E 7 27 Site-built 0.770 O670 0.732 1.81 279.82 5.40 3,697 Wall N 7 Light 33 0.110 75.52 274 Window N 7 75 Site-built 0.770 0.670 0.732 4.97 757.32 0.67 7,449 Roof 7 Ught 647 0.067 94.40 4,092 Roof 7 Light 28 0.067 94.40 777 Roof 7 Light 253 0.067 94.40 7,600 Wall E 7 Light 742 0.110 75.52 1.180 Roof 7 Light 762 0.067 94.40 1,025 Wall N 7 Light 200 0.110 75.52 1,661 Window N 7 32 Site-built 0.770 0.670 0.732 4.97 757.32 0.67 3.092 Window N 7 56 Site-built 0.770 0.670 0.732 4.97 757.32 0.67 5,47 7 Wall E 7 Light 55 0.110 75.52 457 Wall E 1 Ught 32 0.110 75.52 266 Window E 1 23 Site-built 0.770 0.670 0.732 7.87 279.82 5.40 4.049 Roof 1 Light 266 0.067 94.40 7,682 Sum of Total Standard Design 882,810 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Enter the area of each different assembly. 3. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 4. Grouping of like assemblies in the same orientation is allowed. Indicate the number in column E. 5. Enter Roofs, Floors, Walls and for Mass Walls the catergoies are; light (HC < 7), medium mass (7 < HC,15), and heavy mass (HC a 15). 6. Standard Design U-factor are from Table 143-A, B or C. 7. Standard Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 8. To calculate the fenestration standard design VT in Column H. Multiply Column H by 1.2. 9. Coefficients for; U-factor (CSu,i), SHGC (Cs,,i), and VT(Cst4, can be found in Table NA5-2, through Table NAS-5 ofthe Reference Nonresidential Appendices NAS. The Coefficient tor SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 10. Calculate the TDV Standard Design for each Envelope Assembly Type: TDVstd = Column C x [Column E x ((U-factorsi x Csui) + (SHGCa x Cssi) + (VTsi x Css))] for each Assembly Type. See Nonresidential Manual Examples in Section 3.7.1 for details. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID: Page 47 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 3 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Climate Zone 7 TDV for the Standard Design Building, See Reference Nonresidential Appendix NA5-2 Occupancy Type and Coefficients Tables Ga Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 A B c D E F G H 1 J K L M Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type Criteria Coefficients for' Standard TDV Energy'" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type Criteria U-factor SHGC VT Standard TDV Energy'" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type U-factor' SHGC' VT' Cs„., OSs,i Cs,., Standard TDV Energy'" Roof 7 Light 34 0.067 94.40 275 Roof 7 Light 34 0.067 94.40 275 Roof 7 Light 74 0.067 94.40 468 Roof 1 Light 24 0.067 94.40 752 Roof 1 Light 51 0.067 94.40 323 Wall N 1 Light 726 0.7 70 75.52 7,047 Window N 1 32 Site-built 0.770 0.670 0.732 4.97 151.32 0.67 3,092 Wall E 1 Ught 228 0.770 75.52 1,894 Window E 1 4 Site-built 0.770 0.670 0.732 1.81 279.82 5.40 704 Window E 1 4 Site-built 0.770 0.670 0.732 1.81 279.82 5.40 704 Window E 1 4 Site-built 0.770 0.670 0.732 1.81 279.82 5.40 704 Roof 1 Light 84 0.067 94.40 531 Roof 1 Light 769 0.067 94.40 1,069 Wall E 1 Light 106 0.110 75.52 881 Wall S 1 Ught 166 0.110 75.52 1,379 Roof 1 Light 73 0.067 94.40 462 Sum of Total Standard Design 882,810 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Enter the area of each different assembly. 3. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 4. Grouping of like assemblies in the same orientation Is allowed. Indicate the number in column E. 5. Enter Roofs, Floors, Walls and for Mass Walls the catergoies are; light (HC< 7), medium mass (7 s HC,15), and heavy mass (HCa 15). 6. Standard Design U-factor are from Table 143-A, B or C. 7. Standard Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 8. To calculate the fenestration standard design VT in Column H. Multiply Column H by 1.2. 9. Coefficients for; U-factor (CSu,i), SHGC (CSs.i), and VT(CS)j, can be found in Table NA5-2, through Table NAS-S of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 10. Calculate the TDV Standard Design for each Envelope Assembly Type: TDVstd = Column C x [Column E x ((U-factora x Csui) + (SHGCa x Cssi) + (VTa x Csu))] for each Assembly Type. See Nonresidential Manual Examples in Section 3.7.1 for details EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID: Page 48 of 738 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 3 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Climate Zone 7 TDV for the Startdard Design Building, See Reference Nonrestdential Appendix NA5-2 Occupancy Type and Coefficients Tables B Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 A B C D E F G H J K L M Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type Criteria Coefficients for' Standard TDV Energy" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type Criteria U-factor SHGC VT Standard TDV Energy" Assembly Type' Orientation Number Of Like Assembly Type* Roofs or Floor Mass Type' Exterior Surface Area Fenetration Type U-factor' SHGC' VT' OSs.i Cs,., Standard TDV Energy" Roof Light 33 0.067 94.40 209 Wall S 7 Light 39 0.110 75.52 324 Door S 7 27 0.700 75.52 7,770 Roof 7 Light 33 0.067 94.40 209 Wall £ 7 Ught 84 0.110 75.52 698 Door £ 7 23 0.700 75.52 7,276 Roof 7 Light 73 0.067 94.40 462 Roof 7 Light 33 0.067 94.40 209 Sum of Totai Standard Design 882,870 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Enter the area of each different assembly. 3. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 4. Grouping of like assemblies in the same orientation is allowed. Indicate the number in column E. 5. Enter Roofs, Floors, Walls and for Mass Walls the catergoies are; light (HC < 7), medium mass (7 < HC,15), and heavy mass (HCa 15). 6. Standard Design U-factor are from Table 143-A, B or C. 7. Standard Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 8. To calculate the fenestration standard design VT in Column H. Multiply Column H by 1.2. 9. Coefficients for; U-factor (CSu,i), SHGC (CSs.i), and VT(CStj, can be found in Table NA5-2, through Table NA5-5 of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 10. Calculate the TDV Standard Design tor each Envelope Assembly Type: TDVstd = Column C x [Column E x ((U-factorsi x Csui) + (SHGCsi x Csa) + (VTa x Csu))] for each Assembly Type. See Nonresidential Manual Examples in Section 3.7.1 for details. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID: Page 49 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 4 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/^2/20^3 TDV forthe Proposed Design Building, See Reference Nonresidential Appendix NA5.3 Occupancy Type and Coefficients Tables ca Nonresidential, Table NA5-3 See • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 Climate Zone: A B c D E F G H 1 J K L M N Assembly Type' Orientation^ Number Of Uke Assembly TYpe=* Total Exterior Surface Area' Fenestration Type* Criteria Coefficients for Proposed TDV Energy" Assembly Type' Orientation^ Number Of Uke Assembly TYpe=* Total Exterior Surface Area' Fenestration Type* Criteria U"factor° RSHGC' Cool Roof' Overhang" Proposed TDV Energy" Assembly Type' Orientation^ Number Of Uke Assembly TYpe=* Total Exterior Surface Area' Fenestration Type* U-factor' SHGC' VT' Csu,i Css,i Ct,i MCR MOH Proposed TDV Energy" Wall S 70 0.777 0.00 0 Wall W 85 0.171 0.00 0 Window W 45 Site-built 1.280 0.800 0.960 2.92 348.89 7.89 7.000 72,870 Wall W 47 0.171 0.00 0 Wall W 68 0.171 0.00 0 Window W 72 Site-built 0.564 0407 0.700 2.92 348.89 7.89 7.000 70,433 Window W 72 Site-built 0.564 0.407 0.700 2.92 348.89 7.89 1.000 70,433 Wall N 78 0.171 0.00 0 Wall N 85 0.171 0.00 0 Window N 45 Site-built 0.564 0.407 0.700 4.97 757.32 0.67 1.000 2,977 Wall W 47 0.171 0.00 0 Wall W 37 0.740 0.00 0 Wall W 105 0.171 0.00 0 Window W 39 Site-built 0.564 0.407 0.700 2.92 348.89 7.89 1.000 5,657 Wall W 40 0.740 0.00 0 Door W 21 0.700 75.52 7,770 Totai Proposed Design" 734,397 Proposed < Standard YES 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Enter the number in column C. 3. Indicate the Exterior Surface Area of the Assembly for that one assembly or if like assemblies then the total surface area of all assemblies in the same orientation. 4. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 5. Proposed Design U-factor are from Table 143-A, B or C forthe appropriate assembly type. 6. Proposed Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 7. To calculate the fenestration proposed design VT in Column H. Multiply Column G by 1.2. 8. Coefficients for; U-tactor (CSu,i), SHGC (Cs,,i), and VT(CSij. can be found in Table NA5.2, through Table NA5.5 of the Reference Nonresidential Appendices NA5. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 9. Calculate the Cool Roof, MCR, first by using the next page (Page 5 of 6). Enter the value in the Proposed Column L. 10. Calculate the Overhang MQH on the next page (Page 5 of 6). Enter the value in the Proposed Column M. 11. The Proposed TDV energy use for all assemblies other than roofs must be equal to or less than Standard TDV in Page 3 of 6. Therfore; TDVp = Column D x [(U factor x CSu) + (CRul x URi x MCRi) + (SHGCP x CSsi x MOH) + (VTP x CSt)] Enter the calculated value in Column N. 12. Sum up all the Proposed TDV Energy in Column N and enter value in the cell. Similariy enter the sum of all Standard TDV Energy and compare. Proposed must be & to the Standard. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 50 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 4 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/72/20^3 TDV forthe Proposed Design Bui ding, See Reference Nonresidential Appendix NA5.3 Occupancy Type and Coefficients IZ Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 Climate Zone: A B c D E F G H 1 J K L IVI N Assembly Type' Orientation^ Number Of Like Assembly Type^ Total Exterior Surface Area' Fenestration Type" Criteria Coefficients for Proposed TDV Energy" Assembly Type' Orientation^ Number Of Like Assembly Type^ Total Exterior Surface Area' Fenestration Type" Criteria U-factor* RSHGC' VT* Cool Roof' Overhang" Proposed TDV Energy" Assembly Type' Orientation^ Number Of Like Assembly Type^ Total Exterior Surface Area' Fenestration Type" U-factor' SHGC' VT' Csu.i Css.i Ct,i Mcfi MOH Proposed TDV Energy" Wall S 1 65 0.740 000 0 Window S 1 33 Site-built 0.564 0.407 0.700 60.43 -20.69 727.79 7.000 3,785 Wall W 1 725 0.740 0.00 0 Window W 1 53 Site-built 0.564 0.407 0.700 2.92 348.89 7.89 7.000 7,680 Wall N 1 66 0.740 0.00 0 Wall N 1 738 0.740 0.00 0 Wall N 7 37 0.740 0.00 0 Wall N 7 171 0.740 0.00 0 Window N 7 80 Site-built 0.770 0.600 0.720 4.97 757.32 0.67 7.000 7,584 Wall E 7 38 0.740 0.00 0 Door E 7 21 0.700 75.52 7,770 Wall W 7 98 0.740 0.00 0 Door W 7 21 0.700 75.52 7,770 Wall N 7 478 0.740 0.00 0 Wali W 7 236 0.074 75.52 7,379 Window W 7 32 Site-built 0.564 0.407 0.700 2.92 348.89 7.89 7.000 4,637 Total Proposed Design' 734,397 Proposed S Standard YES 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Enter the number in column C. 3. Indicate the Exterior Surface Area of the Assembly for that one assembly or if like assemblies then the total surface area of all assemblies in the same orientation. 4. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 5. Proposed Design U-factor are from Table 143-A, B or C for the appropriate assembly type. 6. Proposed Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 7. To calculate the fenestration proposed design VT in Column H. Multiply Column G by 1.2. 8. Coefficients for; U-factor (CSu^), SHGC (Cs,j), and VT(Cs,j, can be found in Table NA5.2, through Table NA5.5 of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 9. Calculate the Cool Roof, MCR, first by using the next page (Page 5 of 6). Enter the value in the Proposed Column L. 10. Calculate the Overhang MOH on the next page (Page 5 of 6). Enter the value in the Proposed Column M. 11. The Proposed TDV energy use for all assemblies other than roofs must be equal to or less than Standard TDV in Page 3 of 6. Therfore; TDVP = Column D x [(U factor x CSu) + (CRui x URi x MCRi) + (SHGCP X CSsi X MOH) + (VTP x CSt)] Enter the calculated value in Column N. 12. Sum up all the Proposed TDV Energy in Column N and enter value in the cell. Similarly enter the sum of all Standard TDV Energy and compare. Proposed must be < to the Standard. EnergyPro 5.7 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 /D^ Page 51 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 4 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 TDV for the Proposed Design Bui ding, See Reference Nonresidential Appendix NA5.3 Occupancy Type and Coefficients Tables Ea Nonresidential, Table NA5-3 See • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 Climate Zone: A B C D E F G H 1 J K L M N Assembly Type' Orientation^ Numfcier Of Like Assembly Type" Total Exterior Surface Area' Fenestration Type* Criteria Coefficients for Proposed TDV Energy" Assembly Type' Orientation^ Numfcier Of Like Assembly Type" Total Exterior Surface Area' Fenestration Type* Criteria U-factor° RSHGC' VT' Cool Roof' Overhang" Proposed TDV Energy" Assembly Type' Orientation^ Numfcier Of Like Assembly Type" Total Exterior Surface Area' Fenestration Type* U-factor' SHGC' VT' Csu.i Css.i Ct,i MCR MOH Proposed TDV Energy" Window W 7 56 Site-built 7.280 0.800 0.960 292 348.89 7.89 0.806 72,904 Wall N 1 736 0.074 75.52 760 Wall S 1 67 0.074 75.52 374 Wall W 1 700 0.074 75.52 559 Window w 1 56 Site-built 1.280 0.800 0.960 2.92 348.89 7.89 0.806 72,904 Wall S 1 277 0.074 75.52 7,574 Wall s 7 89 0.074 75.52 497 Window s 7 47 Site-built 0.564 0.407 0.700 60.43 -20.69 727.79 7.000 4,702 Wall E 7 239 0.074 75.52 7,336 Wall N 7 85 0.074 75.52 475 Window N 7 48 Site-built 0.564 0.407 0.700 4.97 757.32 0.67 0.896 2,803 Door N 7 23 0.700 75.52 7,276 Wall E 7 78 0.074 75.52 436 Window E 7 74 Site-built 0.564 0.407 0.700 1.81 279.82 5.40 0.540 928 Door E 7 23 0.700 75.52 7,276 Wall W 1 792 0.074 75.52 7,073 Total Proposed Design" 734,397 Proposed i Standard VES 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Enter the number in column C. 3. Indicate the Exterior Surface Area of the Assembly for that one assembly or if like assemblies then the total surface area of all assemblies in the same orientation. 4. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 5. Proposed Design U-factor are from Table 143-A, B or C for the appropriate assembly type. 6. Proposed Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 7. To calculate the fenestration proposed design VT in Column H. Multiply Column G by 1.2. 8. Coefficients for; U-factor (CSuj), SHGC (Cs,j), and VT(Cs,j. can be found in Table NA5.2, through Table NA5.5 of the Reference Nonresidential Appendices NA5. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 9. Calculate the Cool Roof, MCR, first by using the next page (Page 5 of 6). Enter the value in the Proposed Column L. 10. Calculate the Overhang MQH on the next page (Page 5 of 6). Enter the value in the Proposed Column M. 11. The Proposed TDV energy use for all assemblies other than roofs must be equal to or less than Standard TDV in Page 3 of 6. Therfore; TDVp = Column D x [(U factor x CSu) + (CRui x URi x MCRi) + (SHGCP X CSsi X MOH ) + (VTP x CSt)] Enter the calculated value in Column N. 12. Sum up all the Proposed TDV Energy in Column N and enter value in the cell. Similariy enter the sum of all Standard TDV Energy and compare. Proposed must be < to the Standard. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode; 2013-02-12709:17:07 /O Page 52 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 4 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 TDV for the Proposed Design Buiiding, See Reference Nonresidentiai Appendix NA5.3 Occupancy Type and Coefficients Tables 0 Nonresidential Table NA5-3 See • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 Climate Zone: A B C D E F G H 1 J K L IVI N Assembly Type' Orientation^ Number Of Like Assembly Type^ Total Exterior Surface Area' Fenestration Type* Criteria Coefficients for Proposed TDV Energy" Assembly Type' Orientation^ Number Of Like Assembly Type^ Total Exterior Surface Area' Fenestration Type* Criteria U-factor' RSHGC' VT' Cool Roof' Overhang" Proposed TDV Energy" Assembly Type' Orientation^ Number Of Like Assembly Type^ Total Exterior Surface Area' Fenestration Type* U-factor' SHGC' VT' Csu.i Css.i Ct.i MOR MOH Proposed TDV Energy" Window W 32 Site-built 0.564 0.407 0.700 292 348.89 7.89 1.000 4,637 Window W 7 20 Site-built 0.564 0.407 0.700 2.92 348.89 7.89 1.000 2,898 Window W 1 43 Site-built 0.790 0.700 0.840 2.92 348.89 7.89 0.540 5,838 Wall W 7 42 0.074 76.52 235 Wall S 7 55 0.074 75.52 307 Wall N 7 55 0.074 75.52 307 Wall N 7 77 0.074 75.52 397 Wall E 7 74 0.074 75.52 474 Wall W 7 155 0.074 75.52 866 Wall E 7 170 0.074 75.52 950 Wall S 7 45 0.074 75.52 257 Window S 7 14 Site-built 0.564 0.407 0.700 60.43 -20.69 727.79 0.721 7,639 Window S 7 14 Site-built 0.564 0.407 0.700 60.43 -20.69 727.79 0.721 7,639 Door s 7 23 0.700 75.52 7,276 Wall w 7 78 0.074 75.52 436 Window w 7 32 Site-built 0.564 0.407 0.700 2.92 348.89 7.89 0.721 3,377 Total Proposed Design 734,397 Proposed < Standard YES 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Enter the number in column C. 3. Indicate the Exterior Surface Area of the Assembly for that one assembly or if like assemblies then the total surface area of all assemblies in the same orientation. 4. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 5. Proposed Design U-factor are from Table 143-A, B or C for the appropriate assembly type. 6. Proposed Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 7. To calculate the fenestration proposed design VT in Column H. Multiply Column G by 1.2. 8. Coefficients for; U-factor (CSu,i), SHGC (Cs«j), and VT(CSt,i, can be found in Table NA5.2, through Table NAS.5 of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 9. Calculate the Cool Roof, MCR, first by using the next page (Page 5 of 6). Enter the value in the Proposed Column L. 10. Calculate the Overhang MQH on the next page (Page S of 6). Enter the value in the Proposed Column M. 11. The Proposed TDV energy use for all assemblies other than roofs must be equal to or less than Standard TDV in Page 3 of 6. Therfore; TDVp = Column D x [(U factor x CSu) + (CRui x URi x MCRi) + (SHGCP X CSsi X MOH ) + (VTP x CSt)] Enter the calculated value in Column N. 12. Sum up all the Proposed TDV Energy in Column N and enter value in the cell. Similarly enter the sum of all Standard TDV Energy and compare. Proposed must be s to the Standard. • EnergyPro 5.7 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID^ Page 53 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 4 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 TDV forthe Proposed Design Building, See Reference Nonresidential Appendix NA5.3 Occupancy Type and Coefficients Tables B Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 Climate Zone: A B C D E F G H 1 J K L M N Assembly Type' Orientation^ Number Of Uke Assembly Type" Total Exterior Surface Area' Fenestration Type* Criteria Coefficients for Proposed TDV Energy" Assembly Type' Orientation^ Number Of Uke Assembly Type" Total Exterior Surface Area' Fenestration Type* Criteria U-faclor' RSHGC* VT' Cool Roof' Overhang" Proposed TDV Energy" Assembly Type' Orientation^ Number Of Uke Assembly Type" Total Exterior Surface Area' Fenestration Type* U-factor' SHGC' VT' Csu.i Css.i Ct,i MCR MOH Proposed TDV Energy" Wall N 7 45 0.074 75.52 257 Window N 7 74 S(fe-bi«Yf 0.564 0.407 0.700 4.97 757.32 0.67 0.896 878 Window N 7 74 Site-built 0.564 0.407 0.700 497 • 757.32 0.67 0.896 878 Door N 7 23 0.700 75.52 7,276 Wall W 7 264 0.074 75.52 7,476 Window W 7 736 Site-built 0.564 0.407 0.700 2.92 348.89 7.89 1.000 79,706 Wall W 7 748 0.074 75.52 827 Window W 7 702 Site-built 0.564 0.407 0.700 2.92 348.89 7.89 1.000 74,780 Wall S 7 785 0.074 75.52 7,034 Wall W 7 264 0.074 75.52 7,475 Window W 7 736 Site-built 0.564 0.407 0.700 2.92 348.89 7.89 1.000 79,706 Wall N 7 748 0.074 75.52 827 Window N 7 702 Site-built 0.564 0.407 0.700 4.97 757.32 0.67 1.000 6,673 Wall N 7 785 0.074 75.52 7,034 Wall E 7 476 0.074 75.52 2,660 Window E 7 62 Site-built 0.564 0.407 0.700 7.87 279.82 5.40 0.827 6,734 Total Proposed Design" 734,397 Proposed < Standard YES 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Enter the number in column C. 3. Indicate the Exterior Surface Area of the Assembly for that one assembly or if like assemblies then the total surface area of all assemblies in the same orientation. 4. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 5. Proposed Design U-tactor are from Table 143-A, B or C for the appropriate assembly type. 6. Proposed Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 7. To calculate the fenestration proposed design VT in Column H. Multiply Column G by 1.2. 8. Coefficients for; U-factor (CSuj), SHGC (Cs,j), and VT(Cstj, can be found in Table NA5.2, through Table NAS.5 of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 9. Calculate the Cool Roof, MCR, first by using the next page (Page 5 of 6). Enter the value in the Proposed Column L. 10. Calculate fhe Overhang MQH on fhe next page (Page S of 6). Enter the value in the Proposed Column M. 11. The Proposed TDV energy use for all assemblies other than roofs must be equal to or less than Standard TDV in Page 3 of 6. Therfore; TDVP = Column D x [(U factor x CSu) + (CRui x URi x MCRi) + (SHGCP x CSsi x MOH ) + (VTP x CSt)] Enter the calculated value in Column N. 12. Sum up all the Proposed TDV Energy in Column N and enter value in the cell. Similarly enter the sum of all Standard TDV Energy and compare. Proposed must be ^ to the Standard. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID: Page 54 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 4 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 TDV for the Proposed Design Building, See Reference Nonresidential Appendix NA5.3 Occupancy Type and Coefficients Tables a Nonresidential, See Table NA5-3 • 24-Hour Use, NA5-4 See Table • Retail, See Table NA5-5 Climate Zone: A B C D E F G H 1 J K L IVI N Assembly Type' Orientation^ Number Of Uke Assembly Type" Total Exterior Surface Area' Fenestration Type* Criteria Coefficients for Proposed TDV Energy" Assembly Type' Orientation^ Number Of Uke Assembly Type" Total Exterior Surface Area' Fenestration Type* Criteria U-factor' RSHGC' VT" Cool Roof' Overhang" Proposed TDV Energy" Assembly Type' Orientation^ Number Of Uke Assembly Type" Total Exterior Surface Area' Fenestration Type* U-factor' SHGC' VT' Csu.i Cssi Ct,i MCR MOH Proposed TDV Energy" Window £ 62 Site-built . 7.280 0.800 0.960 7.87 279.82 5.40 0.827 77,942 Wall S 748 0.074 75.52 827 Window S 702 Site-built 0.564 0.407 0.700 60.43 -20.69 727.79 1.000 77,699 Wall N 775 0.074 75.52 978 Wall E 748 0.074 75.52 827 Window E 702 Site-built 0.564 0.407 0.700 7.87 279.82 5.40 1.000 72,700 Wall E 476 0.074 75.52 2.660 Window E 62 Site-built 0.564 0.407 0.700 7.87 279.82 5.40 0.827 6,734 Window E 62 Site-built 1.280 0.800 0.960 7.87 279.82 5.40 0.827 77,942 Wall W 65 0.074 75.52 363 Wall E 55 0.074 75.52 307 Wall W 194 0.074 75.52 7,084 Window W 32 Site-built 0.564 0.407 0.700 2.92 348.89 1.89 0.721 3,377 Window w 56 Site-built 1.280 0.800 0.960 2.92 348.89 1.89 0.806 72,904 Wall N 249 0.074 75.52 7,392 Window N 56 Site-built 1.280 0.800 0.960 4.97 757.32 0.67 0.896 6,463 Total Proposed Design ' 734,397 Proposed < Standard YES 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Enter the number in column C. 3. Indicate the Exterior Surface Area of the Assembly for that one assembly or if like assemblies then the total surface area of all assemblies in the same orientation. 4. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 5. Proposed Design U-factor are from Table 143-A, B or C forthe appropriate assembly type. 6. Proposed Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 7. To calculate the fenestration proposed design VT in Column H. Multiply Column G by 1.2. 8. Coefficients for; U-factor (CSu,i), SHGC (CSsj), and VT(CStj, can iDe found in Table NA5.2, through Table NAS.5 of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 9. Calculate the Cool Roof, MCR, first by using the next page (Page S of 6). Enter the value in the Proposed Column L. 10. Calculate the Overhang MOH on the next page (Page 5 of 6). Enter the value in the Proposed Column M. 11. The Proposed TDV energy use for all assemblies other than roofs must be equal to or less than Standard TDV in Page 3 of 6. Therfore; TDVp = Column D x [(U factor x CSu) + (CRui x URi x MCRi) + (SHGCP X CSsi X MOH) + (VTP x CSt)] Enter the calculated value in Column N. 12. Sum up all the Proposed TDV Energy in Column N and enter value in the cell. Similarly enter the sum of all Standard TDV Energy and compare. Proposed must be a to the Standard. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID^ Page 55 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 4 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 TDV for the Proposed Design Building, See Reference Nonresidential Appendix NA5.3 Occupancy Type and Coefficients Tables (2 Nonresidential, See Table NA5-3 O 24-Hour Use, See Table NA5-4 O Retail, See Table NA5-5 Climate Zone: A B c D E F G H 1 J K L M H Assembly Type' Orientation^ Number Of Uke Assembly Type" Total Exterior Surface Area' Fenestration Type* Criteria Coefficients for Proposed TDV Energy" Assembly Type' Orientation^ Number Of Uke Assembly Type" Total Exterior Surface Area' Fenestration Type* Criteria U-faclor' RSHGC' VT' Cool Roof' Overhang" Proposed TDV Energy" Assembly Type' Orientation^ Number Of Uke Assembly Type" Total Exterior Surface Area' Fenestration Type* U-factor' SHGC' VT' Csu.i Css.i Ct,i MCR MOH Proposed TDV Energy" Window N 32 Site-built 0.564 0.407 0.700 497 757.32 0.67 1.000 2,075 Wall E 7 74 0.074 75.52 474 Wall S 7 54 0.074 75.52 302 Wall S 7 72 0.074 75.52 402 Wall N 7 723 0.074 75.52 687 Window N 7 32 Site-built 0.564 0.407 0.700 4.97 757.32 0.67 1.000 2,075 Wall S 7 78 0.074 75.52 436 Wall S 7 93 0.074 75.52 520 Window S 7 27 Site-built 0.564 0.407 0.700 60.43 -20.69 127.19 -0.020 3,328 Wall N 7 702 0.074 75.52 570 Window N 7 56 Site-built 1.280 0.800 0.960 4.97 757.32 0.67 0.896 6,463 Wall S 7 55 0.074 75.52 307 Wall W 7 37 0.074 75.52 173 Door W 7 23 0.700 75.52 7,276 Wall S 7 794 0.074 75.52 7,084 Wall W 1 66 0.074 75.52 369 Totai Proposed Design" 734,397 Proposed S Standard yes 1. Indicate type ot assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Enter the number in column C. 3. Indicate the Exterior Surface Area of the Assembly for that one assembly or if like assemblies then the total surface area of all assemblies in the same orientation. 4. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 5. Proposed Design U-factor are from Table 143-A, B or C for the appropriate assembly type. 6. Proposed Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 7. To calculate the fenestration proposed design VT in Column H. Multiply Column G by 1.2. 8. Coefficients for; U-factor (CSu^), SHGC (CSsj), and VT(CStj, can be found in Table NA5.2, through Table NA5.5 of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 9. Calculate the Cool Roof, MCR, first by using the next page (Page S of 6). Enter the value in the Proposed Column L. 10. Calculate the Overhang MQH on the next page (Page 5 of 6). Enter the value in the Proposed Column M. 11. The Proposed TDV energy use for all assemblies other than roofs must be equal to or less than Standard TDV in Page 3 of 6. Therfore; TDVp = Column D x [(U factor x CSu) + (CRui x URi x MCRi) + (SHGCP X CSsi X MOH) + (VTP x CSt)] Enter the calculated value in Column N. 12. Sum up all the Proposed TDV Energy in Column N and enter value in the cell. Similariy enter the sum of all Standard TDV Energy and compare. Proposed must be s to the Standard. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID: Pa.c?e 56 of 738 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 4 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 TDV forthe Proposed Design Bui ding, See Reference Nonresidential Appendix NA5.3 Occupancy Type and Coefficients Tables Bi Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 Climate Zone: A B C D E F G H 1 J K 1 L M N f| Assembly Type' Orientation' Number Of Uke Assembly Type" Total Exterior Surface Area' Fenestration Type* Criteria Coefficients for Proposed TDV Energy" f| Assembly Type' Orientation' Number Of Uke Assembly Type" Total Exterior Surface Area' Fenestration Type* Criteria U-faclor' RSHGC' VT' Cool Roof' Overhang" Proposed TDV Energy" f| Assembly Type' Orientation' Number Of Uke Assembly Type" Total Exterior Surface Area' Fenestration Type* U-factor' SHGC' VT' Csu.i Cssi Ct,i MCR MOH Proposed TDV Energy" Wall N 7 236 0.074 75.52 7,379 Window N 7 56 Site-built 7.280 0.800 0.960 4.97 757.32 0.67 0.896 6,463 Window N 7 32 Site-built 0.564 0.407 0.700 4.97 757.32 0.67 7.000 2,075 Wall E 7 482 0.074 75.52 2,694 Wall E 7 90 0.074 75.52 503 Wall E 7 732 0.074 75.52 738 Door E 7 23 0.700 75.52 7,276 Wall S 7 240 0.074 75.52 7,347 Window S 7 4 Site-built 0.564 0.407 0.700 60.43 -20.69 727,79 7.000 459 Roof 7 793 0.034 94.40 2.472 1,531 Roof 7 57 0.034 94.40 2.472 452 Wall S 7 708 0.074 75.52 604 Wall W 7 707 0.074 75.52 598 Window W 7 56 Site-built 1.280 0.800 0.960 2.92 348.89 7.89 0.540 8,757 Roof 7 75 0.034 94.40 2.472 595 Roof 7 40 0.034 94.40 2.472 377 Total Proposed Design" 734,397 Proposed S Standard yes 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Enter the number in column C. 3. Indicate the Exterior Surface Area of the Assembly for that one assembly or if like assemblies then the total surface area of all assemblies in the same orientation. 4. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 5. Proposed Design U-factor are from Table 143-A, B or C forthe appropriate assembly type. 6. Proposed Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 7. To calculate the fenestration proposed design VT in Column H. Multiply Column G by 1.2. 8. Coefficients for; U-factor (CSuj), SHGC (Cs,j), and VT(Cst,i, can be found in Table NA5.2, through Table NA5.5 of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 9. Calculate the Cool Roof, MCR, first by using the next page (Page 5 of 6). Enter the value in the Proposed Column L. 10. Calculate the Overhang MOH on the next page (Page 5 of 6). Enter the value In the Proposed Column M. 11. The Proposed TDV energy use for all assemblies other than roofs must be equal to or less than Standard TDV in Page 3 of 6. Therfore; TDVp = Column D x [(U factor x CSu) + (CRui x URi x MCRi) + (SHGCP x CSsi x MOH) + (\fTP x CSt)] Enter the calculated value in Column N. 12. Sum up all the Proposed TDV Energy in Column N and enter value in the cell. Similarly enter the sum of all Standard TDV Energy and compare. Proposed must be ^ to the Standard. EnergyPro 5.7 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 /£; Page 57 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 4 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 TDV for the Proposed Design Bui ding, See Reference Nonresidential Appendix NA5.3 Occupancy Type and Coefficients Tables B Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 Climate Zone: A B C D E F G H 1 J K L M H Assembly Type' Orientation^ Numtser Of Uke Assembly Type^ Total Exterior Surface Area' Fenestration Type* Criteria Coefficients for Proposed TDV Energy" Assembly Type' Orientation^ Numtser Of Uke Assembly Type^ Total Exterior Surface Area' Fenestration Type* Criteria U-factor' RSHGC' VT" Cool Roof' Overhang" Proposed TDV Energy" Assembly Type' Orientation^ Numtser Of Uke Assembly Type^ Total Exterior Surface Area' Fenestration Type* U-factor' SHGC' VT' Csu.i Css.l Ct,i MCR MOH Proposed TDV Energy" Wall e 7 257 0.074 75.52 7.436 Door E 7 23 0.700 75.52 7,276 Window £ 7 32 Site-built 0.564 0.407 0.700 7.87 279.82 5.40 0.727 2,787 Roof 7 787 0.034 94.40 2.472 7,436 Roof 7 298 0.034 94.40 2.472 2,364 Wall S 7 67 0.074 75.52 374 Wall W 7 734 0.074 75.52 749 Window W 7 32 Site-built 0.564 0.407 0.700 2.92 348.89 1.89 1.000 4,637 Wall N 7 44 0.074 75.52 246 Window N 7 23 Site-built 0.790 0.700 0.840 4.97 757.32 0.67 0.896 2,285 Roof 7 45 0.034 94.40 2.472 357 Roof 7 47 0.034 94.40 2.472 325 Roof 7 35 0.034 94.40 2.472 278 Wall N 7 705 0.074 75.52 587 Window N 7 56 Site-built 7.280 0.800 0.960 497 757.32 0.67 0.896 6,463 Wall N 1 55 0.074 75.52 307 Total Proposed Design' 734,397 Proposed < Standard y£s 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Enter the number in column C. 3. Indicate fhe Exterior Surface Area of the Assembly for that one assembly or if like assemblies then the total surface area of all assemblies in the same orientation, t: Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 5. Proposed Design U-factor are from Table 143-A, B or C for the appropriate assembly type. 6. Proposed Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 7. To calculate the fenestration proposed design VT in Column H. Multiply Column G by 1.2. 8. Coefficients for; U-factor (CSu,i), SHGC (Cs,j), and VT(Csti, can be found in Table NA5.2, through Table NAS.S of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 9. Calculate the Cool Roof, MCR, first by using the next page (Page 5 of 6). Enter the value in the Proposed Column L. 10. Calculate the Overhang MQH on the next page (Page S of 6). Enter the value in the Proposed Column M. 11. The Proposed TDV energy use for all assemblies other than roofs must tie equal to or less than Standard TDV in Page 3 of 6. Therfore; TDVp = Column D x [(U factor x CSu) + (CRui x URi x MCRi) + (SHGCP X CSsi X MOH ) + (VTP x CSt)] Enter the calculated value in Column N. 12. Sum up all the Proposed TDV Energy in Column N and enter value in the cell. Similariy enter the sum of all Standard TDV Energy and compare. Proposed must be < to the Standard. EnergyPro 5.7 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID^ Pa.c?e 58 of 738 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 4 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/)2/20f3 TDV forthe Proposed Design Bui ding, See Reference Nonresidential Appendix NA5.3 Occupancy Type and Coefficients Tables Ea Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 Climate Zone: A B c D E F G H 1 J K L M N Assembly Type' Orientation^ Number Of Like Assembly Type" Total Exterior Surface Area' Fenestration Type* Criteria Coefficients for Proposed TDV Energy" Assembly Type' Orientation^ Number Of Like Assembly Type" Total Exterior Surface Area' Fenestration Type* Criteria U-factor' RSHGC' VT* Cool Roof' Overhang" Proposed TDV Energy" Assembly Type' Orientation^ Number Of Like Assembly Type" Total Exterior Surface Area' Fenestration Type* U-factor' SHGC' VT' Csu.i Cssi Ct,i MCR MOH Proposed TDV Energy" Roof 1 130 0.034 9440 2.472 7,037 Wall £ 1 80 0.074 75.52 447 Wall s 1 53 0.074 75.52 296 Wall N 1 123 0.074 75.52 687 Window N 1 32 Site-built 0.564 0.407 0.700 4.97 757.32 0.67 7.000 2,075 Wall W 7 126 0.074 75.52 704 Window W 7 32 Site-built 0.564 0.407 0.700 2.92 348.89 7.89 1.000 4,637 Wall E 7 709 0.074 75.52 609 Door e 7 23 0.700 75.52 7,276 Window E 7 23 Site-built 0.790 0.700 0.840 7.87 279.82 5.40 0.806 3,767 Wall N 7 9 0.074 75.52 50 Window N 7 23 Site-built 0.790 0.700 0.840 4.97 757.32 0.67 0.780 2.004 Window N 7 23 Site-built 0.790 0.700 0.840 4.97 757.32 0.67 0.896 2,285 Wall S 1 55 0.074 75.52 307 Wall W 1 77 0.074 75.52 397 Window W 1 56 Site-built 7.280 0.800 0.960 2.92 348.89 1.89 0.806 72,904 Total Proposed Design" 734,391 Proposed S Standard yes 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Enter the number in column C. 3. Indicate the Exterior Surface Area of the Assembly for that one assembly or if like assemblies then the total surface area of all assemblies in the same orientation. 4. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 5. Proposed Design U-factor are from Table 143-A, B or C for the appropriate assembly type. 6. Proposed Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 7. To calculate the fenestration proposed design VT in Column H. Multiply Column G by 1.2. 8. Coefficients for; U-factor (CSuj), SHGC (Csjj), and VT(Cstj, can be found in Table NAS.2, through Table NAS.5 of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 9. Calculate the Cool Roof, MCR, first by using the next page (Page 5 of 6). Enter the value in the Proposed Column L. 10. Calculate the Overhang MOH on the next page (Page 5 of 6). Enter the value in the Proposed Column M. 11. The Proposed TDV energy use for all assemblies other than roofs must be equal to or less than Standard TDV in Page 3 of 6. Therfore; TDVp = Column D x [(U factor x CSu) + (CRui x URi x MCRi) + (SHGCP X CSsi X MOH) + (VTP x CSt)] Enter the calculated value in Column N. 12. Sum up all the Proposed TDV Energy in Column N and enter value in the cell. Similarly enter the sum of all Standard TDV Energy and compare. Proposed must be < to the Standard. EnergyPro 5.7 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 /D^ Page 59 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 4 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 TDV for the Proposed Design Bui ding. See Reference Nonresidential Appendix NA5.3 Occupancy Type and Coefficients Tables ca Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 Climate Zone: A B C D E F G H 1 J K L M N Assembly Type' Orientation^ Number Of Like Assembly Type" Total Exterior Surface Area' Fenestration Type* Criteria Coefficients for Proposed TDV Energy" Assembly Type' Orientation^ Number Of Like Assembly Type" Total Exterior Surface Area' Fenestration Type* Criteria U-factor' RSHGC' VT* Cool Roof' Overhang" Proposed TDV Energy" Assembly Type' Orientation^ Number Of Like Assembly Type" Total Exterior Surface Area' Fenestration Type* U-factor' SHGC' VT' Csu.i Css.i Ct,i MCR MOH Proposed TDV Energy" Wall W 794 0.074 75.52 7,084 Window W 7 32 Site-built 0.564 0.407 0.700 2.92 348.89 7.89 0.540 2,548 Window W 7 56 Site-built 1.280 0.800 0.960 2.92 348.89 7.89 0.806 72,904 Wall E 7 72 0.074 75.52 402 Wall S 7 45 0.074 75.52 257 Window S 7 74 Site-built 0.564 0.407 0.700 60.43 -2069 727.79 -0.020 7,726 Window S 7 74 Site-built 0.564 0.407 0.700 60.43 -20.69 727.79 -0.020 7,726 Window s 7 23 Site-built 0.790 0.700 0.840 60.43 -20.69 727.79 -0.020 3,562 Wall w 7 770 0.074 75.52 950 Window w 7 56 Site-built 1.280 0.800 0.960 2.92 348.89 7.89 0.806 72,904 Window w 7 56 Site-built 1.280 0.800 0.960 2.92 348.89 7.89 0.806 72,904 Wall N 7 74 0.074 75.52 474 Window N 7 56 Site-built 7.280 0.800 0.960 4.97 151.32 0.67 0.896 6,463 Wall N 7 45 0.074 75.52 257 Window N 7 74 Site-built 0.564 0.407 0.700 497 151.32 0.67 0.896 878 Window N 7 74 Site-built 0.564 0.407 0.700 4.97 151.32 0.67 0.896 878 Total Proposed Design" 734,397 Proposed S Standard yes 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Enter the number in column C. 3. Indicate the Exterior Surface Area of the Assembly for that one assembly or if like assemblies then the total surface area of all assemblies in the same orientation. 4. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 5. Proposed Design U-factor are from Table 143-A, B or C for the appropriate assembly type. 6. Proposed Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 7. To calculate the fenestration proposed design VT in Column H. Multiply Column G by 1.2. 8. Coefficients for; U-factor (Cs„j), SHGC (Cs,j), and VT(Csi,i, can be found in Table NA5.2, through Table NAS.S of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 9. Calculate the Cool Roof, MCR, first by using the next page (Page S of 6). Enter the value in the Proposed Column L. 10. Calculate the Overhang MOH on the next page (Page S of 6). Enter the value in the Proposed Column M. 11. The Proposed TDV energy use for all assemblies other than roofs must be equal to or less than Standard TDV in Page 3 of 6. Therfore; TDVp = Column D x [{U factor x CSu) + (CRui x URi x MCRi) + (SHGCP X CSsi x MOH) + (VTP x CSt)] Enter the calculated value in Column N. 12. Sum up all the Proposed TDV Energy in Column N and enter value in the cell. Similariy enter the sum of all Standard TDV Energy and compare. Proposed must be a to the Standard. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID^ \ Pa.ge 60 of 738 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 4 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 TDV for the Proposed Design Building, See Reference Nonresidential Appendix NA5.3 Occupancy Type and Coefficients Tables ca Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 Climate Zone: A B C D E F G H 1 J K L M N Assembly Type' Orientation^ Number Of Uke Assembly Type^ Total Exterior Surface Area' Fenestration Type* Criteria Coefficients for Proposed TDV Energy" Assembly Type' Orientation^ Number Of Uke Assembly Type^ Total Exterior Surface Area' Fenestration Type* Criteria U-faclor° RSHGC' VT" Cool Roof' Overhang" Proposed TDV Energy" Assembly Type' Orientation^ Number Of Uke Assembly Type^ Total Exterior Surface Area' Fenestration Type* U-factor' SHGC' VT' Csu.i CssI Ct.i MCR MOH Proposed TDV Energy" Window N 23 Site-built 0.790 0.700 0.840 4.97 151.32 0.67 0.896 2285 Wall W 1 32 0.074 75.52 779 Window W 1 23 Site-built 0.790 0.700 0.840 2.92 348.89 7.89 0.806 4,675 Wall N 7 792 0.074 75.52 7,073 Window N 7 32 Site-built 0.564 0.407 0.700 4.97 757.32 0.67 7.000 2,075 Window N 7 32 Site-built 0.564 0.407 0.700 4.97 757.32 0.67 1.000 2,075 Window N 7 56 Site-built 7.280 0.800 0.960 4.97 757.32 0.67 0.780 5,680 Wall S 7 780 0.074 75.52 7,006 Door S 7 23 0.700 75.52 7,276 Wall W 7 32 0.074 75.52 779 Window W 7 23 Site-built 0.790 0.700 0.840 2.92 348.89 7.89 0.806 4,675 Wall E 7 77 0.074 75.52 430 Wall N 7 28 0.074 75.52 756 Door N 7 27 0.700 75.52 7,770 Wall N 7 759 0.074 75.52 889 Door N 7 27 0.700 75.52 7,770 Total Proposed Design" 734,397 Proposed S Standard yes 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Enter the number in column C. 3. Indicate the Exterior Surface Area of the Assembly for that one assembly or if like assemblies then the total surface area of all assemblies in the same orientation. 4. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 5. Proposed Design U-factor are from Table 143-A, B or C forthe appropriate assembly type. 6. Proposed Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 7. To calculate the fenestration proposed design VT in Column H. Multiply Column G by 1.2. 8. Coefficients for; U-factor (CSu,,), SHGC (CSjj), and VT(Csy. can be found in Table NA5.2, through Table NAS.S of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 9. Calculate the Cool Roof, MCR, first by using the next page (Page 5 of 6). Enter the value in the Proposed Column L. 10. Calculate the Overhang MQH on the next page (Page 5 of 6). Enter the value in the Proposed Column M. 11. The Proposed TDV energy use for all assemblies other than roofs must be equal to or less than Standard TDV in Page 3 of 6. Therfore; TDVp = Column D x [(U factor x CSu) + (CRui x URi x MCRi) + (SHGCP X CSsi X MOH ) + (VTP x CSt)] Enter the calculated value in Column N. 12. Sum up all the Proposed TDV Energy in Column N and enter value in the cell. Similariy enter the sum of all Standard TDV Energy and compare. Proposed must be ^ to the Standard. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 /D; Pa.qie 67 of 738 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 4 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 TDV for the Proposed Design Bui ding, See Reference Nonresidential Appendix NA5.3 Occupancy Type and Coefficients Tables 0 Nonresidential, See Table NA5-3 • 24-Hour Use, See Table Hhb-A • Retail, See Table NA5-5 Climate Zone; A B C D E F G H 1 J K L M N Assembly Type' Orientation^ Number Of Uke Assembly Type" Total Exterior Surface Area' Fenestration Type* Criteria Coefficients for Proposed TDV Energy" Assembly Type' Orientation^ Number Of Uke Assembly Type" Total Exterior Surface Area' Fenestration Type* Criteria U-factor' RSHGC' VT' Cool Roof' Overhang" Proposed TDV Energy" Assembly Type' Orientation^ Number Of Uke Assembly Type" Total Exterior Surface Area' Fenestration Type* U-factor' SHGC' VT' Csu.i Css.i Ct,i MCR MQH Proposed TDV Energy" Wall E 60 0.074 75.52 335 Roof 38 0.034 94.40 2.472 307 Roof 69 0.034 94.40 2.472 547 Wall W 44 0.074 75.52 246 Window W 23 Site-built 0.790 0.700 0.840 2.92 348.89 1.89 0.806 4,675 Wall N 734 0.074 75.52 749 Window N 32 Site-built 0.564 0.407 0.700 4.97 757.32 0.67 7.000 2,075 Wall E 67 0.074 75.52 374 Roof 728 0.034 94.40 2.472 7,075 Roof 40 0.034 9440 2.472 377 Roof 40 0.034 94.40 2.472 377 Wall W 55 0.074 75.52 307 Wall N 702 0.074 75.52 570 Window N 56 Site-built 1.280 0.800 0.960 4.97 757.32 0.67 0.896 6,463 Wall N 780 0.074 75.52 7,006 Door N 23 0.700 75.52 7,276 Total Proposed Design" 734,397 Proposed < Standard yes 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Enter the number in column C. 3. Indicate the Exterior Surface Area of the Assembly for that one assembly or if like assemblies then the total surface area of all assemblies in the same orientation. 4. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 5. Proposed Design U-factor are from Table 143-A, B or C forthe appropriate assembly type. 6. Proposed Design SHGC are from Table 143-A, B or C. Enter "0" If not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 7. To calculate the fenestration proposed design VT in Column H. Multiply Column G by 1.2. 8. Coefficients for; U-factor (CSuj). SHGC (CSsj), and VT(Cstj, can be found in Table NA5.2, through Table NA5.5 of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 9. Calculate the Cool Roof, MCR, first by using the next page (Page 5 of 6). Enter the value in the Proposed Column L. 10. Calculate the Overhang MOH on the next page (Page 5 of 6). Enter the value in the Proposed Column M. 11. The Proposed TDV energy use for all assemblies other than roofs must be equal to or less than Standard TDV in Page 3 of 6. Therfore; TDVp = Column D x [(U factor x CSu) + (CRui x URi x MCRi) + (SHGCP X CSsi X MOH ) + (VTP x CSt)] Enter the calculated value in Column N. 12. Sum up all the Proposed TDV Energy in Column N and enter value in the cell. Similarly enter the sum of all Standard TDV Energy and compare. Proposed must be < to the Standard. EnergyPro 5.7 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID^ Pa.ge 62 of 738 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 4 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 TDV for the Proposed Design Building, See Reference Nonresidential Appendix NA5.3 Occupancy Type and Coeff/cfents Tables 0 Nonresidential, See Table NA5-3 O 24-Hour Use, NA5-4 See Table O Retail, See Table NA5-5 Climate Zone: A B C D E F G H 1 J K L M N Assembly Type' Orientation^ Number Of Uke Assembly Type" Total Exterior Surface Area' Fenestration Type* Criteria Coefficients for Proposed TDV Energy" Assembly Type' Orientation^ Number Of Uke Assembly Type" Total Exterior Surface Area' Fenestration Type* Criteria U-factor' RSHGC' VT' Cool Roof' Overhang" Proposed TDV Energy" Assembly Type' Orientation^ Number Of Uke Assembly Type" Total Exterior Surface Area' Fenestration Type* U-factor' SHGC' VT' Csu.i Css.i Ct,i MCR MOH Proposed TDV Energy" Roof 7 57 0.034 9440 2.472 405 Roof 7 774 0.034 94.40 2.472 7,380 Roof 7 792 0.034 94.40 2.472 7,523 Wall N 7 702 0.074 75.52 570 Window N 7 56 Site-built 1.280 0.800 0.960 4.97 757.32 0.67 0.896 6,463 Wall N 7 774 0.074 75.52 637 Roof 7 75 0.034 9440 2.472 595 Roof 7 40 0.034 94.40 2.472 377 Wall N 7 759 0.074 75.52 889 Window N 7 4 Site-built 0.564 0.407 0.700 497 757.32 0.67 1.000 259 Wall S 7 57 0.074 75.52 285 Door S 7 23 0.700 75.52 7,276 Roof 7 755 0.034 94.40 2.472 7,230 Roof 7 52 0.034 94.40 2.472 472 Wall S 7 707 0.074 75.52 598 Roof 7 44 0.034 94.40 2.472 349 Total Proposed Design" 734,397 Proposed i Standard yes 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Enter the number in column C. 3. Indicate the Exterior Surface Area of the Assembly for that one assembly or if like assemblies then the total surface area of all assemblies in the same orientation. 4. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 5. Proposed Design U-factor are from Table 143-A, B or C for the appropriate assembly type. 6. Proposed Design SHGC are from Table 143-A, B or C. Enter "0" If not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 7. To calculate the fenestration proposed design VT in Column H. Multiply Column G by 1.2. 8. Coefficients for; U-factor (CSuj), SHGC {Cs,j), and VT(CStj, can be found in Table NA5.2, through Table NAS.S of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 9. Calculate the Cool Roof, MCR, first by using the next page (Page 5 of 6). Enter the value in the Proposed Column L. 10. Calculate the Overhang MQH on the next page (Page 5 of 6). Enter the value in the Proposed Column M. 11. The Proposed TDV energy use for all assemblies other than roofs must be equal to or less than Standard TDV in Page 3 of 6. Therfore; TDVp = Column D x [(U factor x CSu) + (CRui x URi x MCRi) + (SHGCP X CSsi X MOH ) + (VTP x CSt)] Enter the calculated value in Column N. 12. Sum up all the Proposed TDV Energy in Column N and enter value in the cell. Similariy enter the sum of all Standard TDV Energy and compare. Proposed must be g to the Standard. EnergyPro 5.1 by EnergySoft User Number 5151 RunCocfe; 2013-02-12709:17:07 ID^ Page 63 of 738 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 4 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 TDV for the Proposed Design Bui ding, See Reference Nonresidentiai Appendix NA5.3 Occupancy Type and Coefficients Tables ca Nonresidential, Table NA5-3 See • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 Climate Zone: A B C D E F G H 1 J K L M N Assembly Type' Orientation^ Humber Of Like Assembly Type" Total Exterior Surface Area' Fenestration Type* Criteria Coefficients for Proposed TDV Energy" Assembly Type' Orientation^ Humber Of Like Assembly Type" Total Exterior Surface Area' Fenestration Type* Criteria U-faclor" RSHGC' VT' Cool Roof' Overhang" Proposed TDV Energy" Assembly Type' Orientation^ Humber Of Like Assembly Type" Total Exterior Surface Area' Fenestration Type* U-factor' SHGC' VT' Csu.i Cssi Ct.i MCR MOH Proposed TDV Energy" Wall £ 7 77 0.074 75.52 430 Wall S 7 74 0.074 75.52 474 Roof 7 20 0.034 94.40 2.472 159 Roof 7 20 0.034 9440 2.472 159 Wall S 7 292 0.074 75.52 1,632 Window S 7 4 Site-built 7.280 0.800 0.960 60.43 -20.69 727.79 -0.020 799 Window S 7 4 Site-built 7.280 0.800 0.960 60.43 -20.69 727.79 -0.020 799 Window S 7 4 Site-built 7.280 0.800 0.960 60.43 -20.69 727.79 -0.020 799 Wall W 7 333 0.074 75.52 7,867 Window W 7 32 Site-built 0.564 0.407 0.700 2.92 348.89 7.89 0.540 2,548 Window W 7 32 Site-built 0.564 0.407 0.700 2.92 348.89 7.89 0.540 2,548 Window W 7 56 Site-built 7.280 0.800 0.960 2.92 348.89 7.89 0.806 72,904 Wall N 7 37 0.074 75.52 207 Wiijdow N 7 23 Site-built 0.790 0.700 0.840 4.97 757.32 0.67 0.896 2,285 Roof 7 355 0.034 9440 2.472 2,876 Roof 7 795 0.034 9440 2.472 7,547 Total Proposed Design 734,391 Proposed < Standard yes 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Enter the number in column C. 3. Indicate the Exterior Surface Area of the Assembly for that one assembly or if like assemblies then the total surface area of all assemblies in the same orientation. 4. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 5. Proposed Design U-factor are from Table 143-A, B or C for the appropriate assembly type. 6. Proposed Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 7. To calculate the fenestration proposed design VT in Column H. Multiply Column G by 1.2. 8. Coefficients for; U-factor (CSu,i), SHGC (Cs,j), and VT(Csy, can be found in Table NAS.2, through Table NA5.5 of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 9. Calculate the Cool Roof, MCR, first by using the next page (Page S of 6). Enter the value in the Proposed Column L. 10. Calculate the Overhang MQH on the next page (Page S of 6). Enter the value in the Proposed Column M. 11. The Proposed TDV energy use for all assemblies other than roofs must be equal to or less than Standard TDV in Page 3 of 6. Therfore; TDVp = Column D x [(U factor x CSu) + (CRui x URi x MCRi) + (SHGCP X CSsi X MOH) + (VTP x CSt)] Enter the calculated value in Column N. 12. Sum up all the Proposed TDV Energy in Column N and enter value in the cell. Similarly enter the sum of all Standard TDV Energy and compare. Proposed must be < to the Standard. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID^ Page 64 of 738 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 4 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 TDV for the Proposed Design Building, See Reference Nonresidential Appendix NA5.3 Occupancy Type and Coefficients Tables Ea Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 Climate Zone: A B C D E F G H 1 J K L M N Assembly Type' Orientation^ Number Of Uke Assembly Type" Total Exterior Surface Area' Fenestration Type* Criteria Coefficients for Proposed TDV Energy" Assembly Type' Orientation^ Number Of Uke Assembly Type" Total Exterior Surface Area' Fenestration Type* Criteria U-faclor' RSHGC' VT' Cool Roof' Overhang" Proposed TDV Energy" Assembly Type' Orientation^ Number Of Uke Assembly Type" Total Exterior Surface Area' Fenestration Type* U-factof^ SHGC' VT' Csu.i Cssi Ct,i MCR MOH Proposed TDV Energy" Roof 1 85 0.034 94.40 2.472 674 Roof 1 74 0.034 94.40 2.472 587 Roof 1 34 0.034 94.40 2.472 270 Wall S 1 765 0.074 75.52 922 Door s 1 27 0.700 75.52 7,770 Roof 1 7 73 0.034 94.40 2.472 896 Wall £ 1 706 0.074 75.52 592 Door £ 1 27 0.700 75.52 7,770 Roof 1 759 0.034 94.40 2.472 7,267 Wall W 7 343 0.074 75.52 7,977 Window W 7 78 Site-built 0.564 0.407 0.700 2.92 348.89 7.89 0.727 7,896 Window W 7 56 Site-built 1.280 0.800 0.960 2.92 348.89 7.89 0.806 72,904 Window W 7 56 Site-built 1.280 0.800 0.960 2.92 348.89 7.89 0.806 72,904 Window W 1 56 Site-built 1.280 0.800 0.960 2.92 348.89 7.89 0.806 72,904 Wall E 1 83 0.074 75.52 464 Window E 1 47 Site-built 0.564 0.407 0.700 7.87 279.82 5.40 0.540 2,777 Total Proposed Design"* 734397 Proposed < Standard yes 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Root, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Enter the number in column C. 3. Indicate the Exterior Surface Area of the Assembly for that one assembly or if like assemblies then the total surface area of all assemblies in the same orientation. 4. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 5. Proposed Design U-factor are from Table 143-A, B or C for the appropriate assembly type. 6. Proposed Design SHGC are from Table 143-A, B or C. Enter "0" If not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 7. To calculate the fenestration proposed design VT in Column H. Multiply Column G by 1.2. 8. Coefficients for; U-factor (CSu,i), SHGC (Cs,^), and VT(Cs,j, can be found In Table NA5.2, through Table NA5.5 of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 9. Calculate the Cool Roof, MCR, first by using the next page (Page 5 of 6). Enter the value in the Proposed Column L. 10. Calculate the Overhang MOH on the next page (Page S ot 6). Enter the value in the Proposed Column M. 11. The Proposed TDV energy use for all assemblies other than roofs must be equal to or less than Standard TDV in Page 3 of 6. Therfore; TDVp = Column D x [(U factor x CSu) + (CRui x URi x MCRi) + (SHGCP X CSsi X MOH) + (VTP x CSt)] Enter the calculated value in Column N. 12. Sum up all the Proposed TDV Energy in Column N and enter value in the cell. Similariy enter the sum of all Standard TDV Energy and compare. Proposed must be < to the Standard. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID^ Pa.ge 65 of 738 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 4 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 TDV for the Proposed Design Building, See Reference Nonresidential Appendix NA5.3 Occupancy Type and Coefficients Tables B Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 Climate Zone: A B C D E F G H 1 JKL IM N Assembly Type' Orientation^ Number Of Uke Assembly Type" Total Exterior Surface Area' Fenestration Type* Criteria Coefficients for Proposed TDV Energy" Assembly Type' Orientation^ Number Of Uke Assembly Type" Total Exterior Surface Area' Fenestration Type* Criteria U-factor' RSHGC' VT' Cool Roof' Overhang" Proposed TDV Energy" Assembly Type' Orientation^ Number Of Uke Assembly Type" Total Exterior Surface Area' Fenestration Type* U-factor' SHGC' VT' Csu.i Cssi Ct,i MCR MOH Proposed TDV Energy" Window £ 29 Site-built 0.564 0.407 0.700 7.87 279.82 5.40 0.540 7,922 Window £ 7 27 Site-built 0.790 0.700 0.840 7.87 279.82 5.40 0.540 2346 Wall s 7 33 0.074 75.52 784 Window S 7 75 Site-built 7.280 0.800 0.960 60.43 -20.69 727.79 -0.020 2,997 Roof 7 647 0.034 9440 2.472 6,732 Roof 7 28 0.034 9440 2.472 222 Roof 7 253 0.034 9440 2.472 2,007 Wall £ 7 720 0.074 75.52 677 Roof 7 740 0.034 9440 2.472 7,777 Wali W 7 343 0.074 75.52 7,977 Window W 7 78 Site-built 0.564 0.407 0.700 2.92 348.89 7.89 0.721 7,896 Window W 7 56 Site-built 7.280 0.800 0.960 2.92 348.89 7.89 0.806 72,904 Window W 7 56 Site-built 7.280 0.800 0.960 2.92 348.89 1.89 0.806 72,904 Window W 7 56 Site-built 7.280 0.800 0.960 2.92 348.89 1.89 0.806 72,904 Wall E 7 83 0.074 75.52 464 Window E 7 47 Site-built 0.564 0.407 0.700 7.87 279.82 5.40 0.540 2777 Total Proposed Design'' 734397 Proposed S Standard yes 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Enter the number in column C. 3. Indicate the Exterior Surface Area of the Assembly for that one assembly or if like assemblies then the total surface area of all assemblies in the same orientation. 4. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 5. Proposed Design U-factor are from Table 143-A, B or C forthe appropriate assembly lype. 6. Proposed Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 7. To calculate the fenestration proposed design VT in Column H. Multiply Column G by 1.2. 8. Coefficients for; U-factor (CSu,i), SHGC (Cs,j), and VT(CSy, can be found in Table NA5.2, through Table NAS.S of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 9. Calculate the Cool Roof, MCR, first by using the next page (Page 5 of 6). Enter the value in the Proposed Column L. 10. Calculate the Overhang MQH on the next page (Page 5 ot 6). Enter the value in the Proposed Column M. 11. The Proposed TDV energy use for all assemblies other than roofs must be equal to or less than Standard TDV in Page 3 of 6. Therfore; TDVp = Column D x [(U factor x CSu) -i- (CRui x URi x MCRi) + (SHGCP x CSsi x MOH) -i- (VTP x CSt)] Enter the calculated value in Column N. 12. Sum up all the Proposed TDV Energy in Column N and enter value in the cell. Similarly enter the sum of all Standard TDV Energy and compare. Proposed must be < to the Standard. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID: Page 66 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 4 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 TDV for the Proposed Design Buitding, See Reference Nonresidentiai Appendix NA5.3 Occupancy Type and Coefficients Tables Ea Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 Climate Zone: A B C D E F G H 1 J K L M N Assembly Type' Orientation^ Number Of Uke Assembly Type" Total Exterior Surface Area' Fenestration Type* Criteria Coefficients for Proposed TDV Energy" Assembly Type' Orientation^ Number Of Uke Assembly Type" Total Exterior Surface Area' Fenestration Type* Criteria U-factor° RSHGC' VT* Cool Roof' Overhang" Proposed TDV Energy" Assembly Type' Orientation^ Number Of Uke Assembly Type" Total Exterior Surface Area' Fenestration Type* U-factor' SHGC' VT' Csu.i Css.i Ct,i MCR MOH Proposed TDV Energy" Window £ 29 Site-built 0.564 0.407 0.700 7.87 279.82 5.40 0.540 7,922 Window £ 7 27 Site-built 0.790 0.700 0.840 7.87 279.82 5.40 0.540 2,346 Wall N 7 33 0.074 75.52 784 Window N 7 75 Site-built 7.280 0.800 0.960 4.97 757.32 0.67 0.780 7,527 Roof 7 647 0.034 94.40 2.472 5,732 Roof 7 28 0.034 9440 2.472 222 Roof 7 253 0.034 94.40 2.472 2,007 Wall E 7 742 0.074 75.52 794 Roof 7 762 0.034 9440 2.472 7,285 Wall N 7 200 0.074 75.52 7,7 78 Window N 7 32 Site-built 0.564 0.407 0.700 4.97 757.32 0.67 1.000 2,075 Window N 7 56 Site-built 7.280 0.800 0.960 4.97 757.32 0.67 0.780 5,680 Wall E 7 55 0.074 75.52 307 Wall £ 7 32 0.074 75.52 779 Window £ 7 23 Site-built 0.790 0.700 0.840 1.81 279.82 5.40 0.806 3,767 Roof 7 266 0.034 94.40 2.472 2,7 70 Total Proposed Design" 734397 Proposed < Standard yes 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Enter the number in column C. 3. Indicate the Exterior Surface Area of the Assembly for that one assembly or if like assemblies then the total surface area of all assemblies in the same orientation. 4. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 5. Proposed Design U-factor are from Table 143-A, B or C forthe appropriate assembly type. 6. Proposed Design SHGC are from Table 143-A, B or C. Enter "0" If not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 7. To calculate the fenestration proposed design VT in Column H. Multiply Column G by 1.2. 8. Coefficients for; U-factor (CSu,i), SHGC (Cs,,i), and VT(CSt,i, can be found in Table NAS.2, through Table NAS.S of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 9. Calculate the Cool Roof, MCR, first by using the next page (Page 5 of 6). Enter the value in the Proposed Column L. 10. Calculate the Overhang MOH on the next page (Page S of 6). Enter the value in the Proposed Column M. 11. The Proposed TDV energy use for all assemblies other than roofs must be equal to or less than Standard TDV in Page 3 of 6. Therfore; TDVp = Column D x [(U factor x CSu) + (CRui x URi x MCRi) + (SHGCP X CSsi x MOH) + (VTP x CSt)] Enter the calculated value in Column N. 12. Sum up all the Proposed TDV Energy in Column N and enter value in the cell. Similarly enter the sum of all Standard TDV Energy and compare. Proposed must be & to the Standard. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID^ Page 67 of 738 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 4 of 6) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 TDV for the Proposed Design Buiiding, See Reference Nonresidential Appendix NA5.3 Occupancy Type and Coefficients Tables 0 Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 Climate Zone: A B C D E F G H 1 J K L IVI H Assembly Type' Orientation^ Numtjer Of Uke Assembly Type" Total Exterior Surface Area' Fenestration Type* Criteria Coefficients for Proposed TDV Energy" Assembly Type' Orientation^ Numtjer Of Uke Assembly Type" Total Exterior Surface Area' Fenestration Type* Criteria U-factor' RSHGC' VT* Cool Roof' Overhang" Proposed TDV Energy" Assembly Type' Orientation^ Numtjer Of Uke Assembly Type" Total Exterior Surface Area' Fenestration Type* U-factor' SHGC' VT' Csu.i Css.i Ct.i MCR MOH Proposed TDV Energy" Roof 7 34 0.034 9440 2.472 270 Roof 7 34 0.034 94.40 2.472 270 Roof 7 74 0.034 94.40 2.472 587 Roof 7 24 0.034 9440 2.472 790 Roof 7 57 0.034 94.40 2.472 405 Wall N 7 726 0.074 75.52 704 Window N 7 32 Site-built 0.564 0.407 0.700 497 757.32 0.67 1.000 2,075 Wall E 1 228 0.074 75.52 7,274 Window E 1 4 Site-built 1.280 0.800 0.960 7,87 279.82 5.40 1.000 925 Window E 1 4 Site-built 1.280 0.800 0.960 7.87 279.82 5.40 1.000 925 Window E 1 4 Site-built 1.280 0.800 0,960 7.87 279.82 5.40 1.000 925 Roof 1 84 0.034 94.40 2.472 666 Roof 1 769 0.034 94.40 2.472 7,347 Wall E 1 706 0.074 75.52 592 Wall S 1 766 0.074 75.52 928 Roof 1 73 0.034 94.40 2.472 579 Total Proposed Design'^ 734397 Proposed S Standard yes 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate fhe orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Enter the numfcier in column C. 3. Indicate the Exterior Surface Area of the Assembly for that one assembly or if like assemblies then the total surface area of all assemblies in the same orientation. 4. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 5. Proposed Design U-factor are from Table 143-A, B or C forthe appropriate assembly type. 6. Proposed Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 7. To calculate the fenestration proposed design VT in Column H. Multiply Column G by 1.2. 8. Coefficients for; U-factor (CSu,i), SHGC (CSjj), and VT(Csy, can be found in Table NA5.2, through Table NAS.S of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 9. Calculate the Cool Roof, MCR, first by using the next page (Page S of 6). Enter the value in the Proposed Column L. 10. Calculate the Overhang MQH on the next page (Page 5 of 6). Enter the value in the Proposed Column M. 11. The Proposed TDV energy use for all assemblies other than roofs must tie equal to or less than Standard TDV in Page 3 of 6. Therfore; TDVp = Column D x [(U factor x CSu) + (CRui x URi x MCRi) + (SHGCP X CSsi X MOH ) + (VTP x CSt)] Enter the calculated value in Column N. 12. Sum up all the Proposed TDV Energy in Column N and enter value in the cell. Similariy enter the sum of all Standard TDV Energy and compare. Proposed must be < to the Standard. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID^ Page 68 of 738 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 4 of 6) ENV-3C Project Name Hilton Marbnsa Resort Sales Building TDV for the Proposed Design Bui ding, See Reference Nonresidential Appendix NA5.3 Date 2/^2/20^3 Occupancy Type and Coefficients Tables Ea Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 Climate Zone: A B c D E F G H 1 J K L IVI N Assembly Type' Orientation^ Number Of Uke Assembly Type" Total .Exterior Surface Area' Fenestration Type* Criteria Coefficients for Proposed TDV Energy" Assembly Type' Orientation^ Number Of Uke Assembly Type" Total .Exterior Surface Area' Fenestration Type* Criteria U-factor' RSHGC' VT* Cool Roof' Overhang" Proposed TDV Energy" Assembly Type' Orientation^ Number Of Uke Assembly Type" Total .Exterior Surface Area' Fenestration Type* U-factor' SHGC' VT' Csu.i Css,i Ct,i MCR MOH Proposed TDV Energy" Roof 33 0.034 94.40 2.472 262 Wall S 7 39 0.074 75.52 278 Door s 7 27 0.700 75.52 7,770 Roof 7 33 0.034 94.40 2.472 262 Wall e 7 84 0.074 75.52 469 Door e 7 23 0.700 75.52 7,276 Roof 7 73 0.034 94.40 2.472 579 Roof 7 33 0.034 94.40 2.472 262 Total Proposed Design" 734.391 Proposed S Standard yes 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Enter the number in column C. 3. Indicate the Exterior Surface Area of the Assembly for that one assembly or if like assemblies then the total surface area of all assemblies in the same orientation. 4. Enter the type of fenestration; M = Manufactured, SB = Site-built, SK = Skylight and F = Fabricated. 5. Proposed Design U-factor are from Table 143-A, B or C for the appropriate assembly type. 6. Proposed Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 7. To calculate the fenestration proposed design VT in Column H. Multiply Column G by 1.2. 8. Coefficients for; U-tactor (CSu,j), SHGC {Cs,j), and VT(Cstj, can be found in Table NAS.2, through Table NAS.S of the Reference Nonresidential Appendices NAS. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 9. Calculate the Cool Roof, MCR, first by using the next page (Page 5 of 6). Enter the value in the Proposed Column L. 10. Calculate the Overhang MQH on the next page (Page 5 of 6). Enter the value in the Proposed Column M. 11. The Proposed TDV energy use for all assemblies other than roofs must be equal to or less than Standard TDV in Page 3 of 6. Therfore; TDVp = Column D x [(U factor x CSu) + (CRui x URi x MCRi) + (SHGCP X CSsi X MOH) + (VTP x CSt)] Enter the calculated value in Column N. 12. Sum up all the Proposed TDV Energy in Column N and enter value in the cell. Similarly enter the sum of all Standard TDV Energy and compare. Proposed must be i to the Standard. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 /a Pa.ge 69 of 738 OVERALL ENVELOPE TDV ENERGY APPROACH (Part 5 of 6 ) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Cool Roof Multiplier (MCR) Occupancy Type and Coefficients 21 Nonresidential, See • 24-Hour Use, See Tables Table NA5-3 Table NA5-4 • Retail, See Table NA5-5 Climate Zone: ^ Coefficients of Calculation A B C D E F G Reflectance Emittance Proposed Aged Solar Reflectance Standard Aged Solar Reflectance' Proposed Thermal Emittance Standard Thermal Emittance Cool Roof Multiplier^ -3.270 -0.930 0.70 0.55 0.75 0.75 2.472 -3.270 -0.930 0.70 0.55 0.75 0.75 2.472 -3.270 -0.930 0.70 0.55 0.75 0.75 2.472 -3.270 -0.930 0.70 0.55 0.75 0.75 2.472 -3.270 -0.930 0.70 0.55 0 75 0.75 2.472 -3.270 -0.930 0.70 0.55 0.75 0.75 2.472 -3.270 -0.930 0.70 0.55 0.75 0.75 2.472 -3.270 -0.930 0.70 0.55 0 75 0.75 2.472 -3.270 -0.930 0.70 0.55 0.75 0.75 2.472 -3.270 -0.930 0.70 0.55 0.75 0.75 2.472 Enter multiplier in Page 4 ot 6, Column J. Where; Standard design values for Solar Reflectance and Thermal Emittance. Except from Table NAS-2 Standard Aged Solar Reflectance (Column D) Standard Thermal Emittance (Column F) Low-Rise, Low-Sloped, CZ2 through C215 O.SS 0.75 Low-Rise, Low-Sloped, C21 through CZ16 0.10 0.75 High-Rise, Low-Sloped, CZ10 through CZl 5 0.55 0.75 Hiqh-Rise, Low-Sloped, CZl-9 through CZl6 0.10 0.75 Steep-Sloped, CZ2 through CZl 5 0.25 0.7S Steep-Sloped, all other 0.10 0.75 1. Proposed Aged Design Solar Reflectance; paged prop = 0.7 X (pmit prop + 0.06). Where (pinit prop) reflectance value is found Enter results of the Cool Roof Multiplier equation in footnote 2. 2. Cool Roof Multiplier MCRJ = 1 -^ CRSI X (paged prop - Paged std) + Cemii X (£prop- £st(j) Or l-i- Col A X (Col C - Col D) -t- Col B X in the CRRC Directory. (Col E-Col F) Overhang Multiplier (MQH) Occupancy Type and Coefficients 0 Nonresidential, See Tables Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 Climate Zone: 7 Coefficients of Fenestration Overhang Calculation A B C D E F G Orientation 1" Projection Factor' Projection Factor' Horizontal Projection (ft') Vertical Distance (ft') Projection Factor^ Overhang Multiplier W -0.780 0.320 2.0 7.7 0.282 0.806 W -0.780 0.320 2.0 7.7 0.282 0.806 N -0.430 0.270 2.0 7.7 0.282 0.896 E -0.780 0.320 2.0 0.7 7.000 0.540 W -0.780 0.320 8.0 7.7 7.000 0.540 S -0.980 -0.040 2.0 7.7 0.282 0.727 s -0.980 -0.040 2.0 7.7 0.282 0.727 w -0.780 0.320 2.0 4.6 0.435 0.727 N -0.430 0.210 2.0 7.7 0.282 0.896 N -0.430 0.210 2.0 7.7 0.282 0.896 Enter multiplier in Page 4 of 6 Column K. 1. Where aj and bi are he coefficients for the overhang projection factor (see tables) and is climate zone dependent. 2. PF = HA/ (Horizontal (H) projection of the overhang from the surface of the window in feet, but no greater than V and the Vertical (V) distance from the window sill to the bottom of the overhang, in feet.) Enter results in Column F. 3. MQH.I = 1 + (a; X PFi) + bi X PFi^ Enter results in Column G. EnergyPro 5.1 by EnergySc User Number 5151 RunCode: 2013-02-12709:17:07 ID: Page 70 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Part 5 of 6 ) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Cool Roof Multiplier (MCR) Occupancy Type and Coefficients Tables Si Nonresidential, See Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NAS-S Climate Zone: Coefficients of Calculation Reflectance -3.270 -3.270 -3.270 -3.270 -3.270 -3.270 -3.270 -3.270 -3.270 Emittance -0.930 -0.930 -0.930 -0.930 -0.930 -0.930 -0.930 -0.930 -0.930 Proposed Aged Solar Reflectance 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 D Standard Aged Solar Reflectance' 0.55 0.55 0.55 0.55 0.55 0.55 055 0.55 0.55 Proposed Thermal Emittance 0 75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 Standard Thermal Emittance Cool Roof Multiplier^ 0.75 2.472 0.75 2.472 0.75 2.472 0.75 2.472 0.75 2.472 0.75 2.472 0.75 2.472 0.75 2.472 0.75 2.472 -3.270 -0.930 0.70 0.55 075 0.75 2.472 Enter multiplier in Page 4 of 6, Column J. Where: Standard design values for Solar Reflectance and Thermal Emittance. Except from Table NA5-2 Standard Aged Solar Reflectance (Column D) Standard Thermal Emittance (Column F) Low-Rise, Low-Sloped, CZ2 through CZ1S O.SS 0.75 Low-Rise, Low-Sloped, CZl through CZ16 0.10 0.75 High-Rise, Low-Sloped, CZ10 through CZ15 O.SS 0.75 High-Rise, Low-Sloped, CZl-9 through CZl 6 0.10 0.75 Steep-Sloped. CZ2 through CZl 5 0.25 0.75 Steep-Sloped, all other 0.10 0.75 1. Proposed Aged Design Solar Reflectance; paged prop = 0.7 X (pinit prop + 0.06). Where (pinit prop) reflectance value is found Enter results of the Cool Roof Multiplier equation in footnote 2. 2. Cool Roof Multiplier MQR.I = 1 + Cm X (paged prop - Paged std) + CEmit X (£prop- £std) or 1 -t- Col A X (Col C - Col D) Col B X in the CRRC Directory. (Col E - Col F) Overhang Multiplier (MQH) Occupancy Type and Coefficients S Nonresidential, See Tables Table NAS-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 Climate Zone: 7 Coefficients of Fenestration Overhang Calculation A B C D E F G Orientation 1^ Projection Factor' Projection Factor' Horizontal Projection (ft') Vertical Distance (ft') Projection Factor^ Overhang Multiplier £ -0.780 0320 2.0 8.7 0.247 0.827 £ -0.780 0.320 2.0 8.7 0.247 0.827 E -0.780 0320 2.0 8.7 0.247 0.827 £ -0.780 0.320 2.0 8.7 0.247 0.827 W -0.760 0.320 2.0 4.6 0.435 0.727 W -0.780 0.320 2.0 7.7 0.282 0.806 N -0.430 0.270 2.0 7.7 0.282 0.896 s -0.980 -0.040 8.0 5.7 7.000 -0.020 N -0.430 0.270 2.0 7.7 0.282 0896 N -0.430 0.270 2.0 7.7 0.282 0896 Enter multiplier in Page 4 of 6 Column K. 1. Where ai and b are he coefficients for the overhang projection factor (see tables) and is climate zone dependent. 2. PF = HA/ (Horizontal (H) projection of the overhang from the surface of the window in feet, but no greater than V and the Vertical (V) distance from the window sill to the txiftom of the overhang, in feet.) Enter results in Column F. 3. MoH.1 = 1 -t- (a X PFj) + bl X PFj^ Enter results in Column G. EnergyPro 5.1 by EnergySc User Number 5757 RunCode: 2013-02-12709:17:07 ID: Page 7lof 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Part 5 of 6 ) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Cool Roof Multiplier (MCR) Occupancy Type and Coefficients 13 Nonresidential, See • 24-Hour Use, See Tables Table NA5-3 Table NA5-4 • Retail, See Table NA5-5 Climate Zone: ^ Coefficients of Calculation A B C D E F G Reflectance Emittance Proposed Aged Solar Reflectance Standard Aged Solar Reflectance' Proposed Thenmal Emittance Standard Thermal Emittance Cool Roof Multiplier^ -3.270 -0.930 0.70 0.55 075 0.75 2.472 -3.270 -0.930 0.70 0.55 0.75 0.75 2.472 -3.270 -0.930 0.70 0.55 0.75 0.75 2.472 -3.270 -0.930 0.70 0.55 075 0.75 2.472 -3.270 -0.930 0.70 0.55 0 75 0.75 2.472 -3.270 -0.930 0.70 0.55 0.75 0.75 2.472 -3.270 -0.930 0.10 0.55 075 0.75 2.472 -3.270 -0.930 0.10 0.55 0.75 0.75 2.472 -3.270 -0.930 0.10 0.55 075 0 75 2.472 -3.270 -0.930 0.10 0.55 075 0.75 2.472 Enter multiplier in Page 4 of 6, Column J. Where: Standard design values for Solar Reflectance and Thermal Emittance. Except from Table NA5-2 Standard Aged Solar Reflectance (Column D) Standard Thermal Emittance (Column F) Low-Rise, Low-Sloped, CZ2 through CZl5 0.55 0.75 Low-Rise, Low-Sloped, CZl through CZl6 0.10 0.75 High-Rise, Low-Sloped, CZ10 through CZl 5 0.55 0.75 High-Rise, Low-Sloped, CZ1-9 through CZ16 0.10 0.75 Steep-Sloped, CZ2 through CZ1S 0.25 0.75 Steep-Sloped, all other 0.10 0.75 1. Proposed Aged Design Solar Reflectance; paged prop = 0.7 X (pmit prop + 0.06). Where (pmit prop) reflectance value is found Enter results of the Cool Roof Multiplier equation in footnote 2. 2. Cool Roof Multiplier MCRI = 1 + Cm X (Paged prop - Paged std) + Cemii X (Eprpp- £sid) Of 1-t- Col A X (Col C - Col D) + Co! B X in the CRRC Directory. (Col E-Col F) Overhang Multiplier (MQH) Occupancy Type and Coefficients 21 Nonresidential, See Tables Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 Climate Zone: 7 Coefficients of Fenestration Overhang Calculation A B C D E F G Orientation 1=* Projection Factor' Projection Factor' Horizontal Projection (ft') Vertical Distance (ft') Projection Factor^ Overhang Multiplier W -0.780 0.320 2.0 0.7 7.000 0.540 E -0.780 0.320 2.0 4.6 0.435 0.727 N -0.430 0.270 2.0 7.1 0.282 0.896 N -0.430 0.270 2.0 7.7 0.282 0.896 E -0.780 0.320 2.0 7.7 0.282 0.806 N -0.430 0.270 2.0 0.7 7.000 0.780 N -0.430 0.270 2.0 7.7 0.282 0.896 W -0.780 0.320 2.0 7.7 0.282 0.806 W. -0.780 0.320 6.0 0.7 7.000 0540 W -0.780 0.320 2.0 7.7 0.282 0.806 Enter multiplier in Page 4 of 6 Column K. 1. Where ai and b are he coefficients for the overhang projection factor (see tables) and is climate zone dependent. 2. PF = H/V (Horizontal (H) projection of the overhang from the surface of the window in feet, but no greater than V and the Vertical (V) distance from the window sill to the bottom of the overhang, in feet.) Enter results in Column F. 3. MoH.1 = 1 + (aj X PFj) + bi X PFjl Enter results in Column G. EnergyPro 5.1 by EnergySc User Number 5151 RunCode: 2013-02-12709:17:07 ID: Page 72 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Part 5 of 6 ) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Cool Roof Multiplier (MCR) Occupancy Type and Coefficients 12 Nonresidential, See • 24-Hour Use, See Tables Table NAS-3 Table NAS-4 • Retail, See Table NAS-5 Climate Zone: ^ Coefficients of Calculation A B C D E F G Reflectance Emittance Proposed Aged Solar Reflectance Standard Aged Solar Reflectance' Proposed Thermal Emittance Standard Thermal Emittance Cool Roof Multiplier^ -3.270 -0.930 0.70 0.55 0.75 0.75 2.472 -3.270 -0.930 0.70 0.55 0.75 0.75 2.472 -3.270 -0.930 0.70 0.55 0.75 0.75 2.472 -3.270 -0.930 0.70 0.55 0.75 0.75 2.472 -3.270 -0.930 0.70 0.55 0.75 0.75 2.472 -3.270 -0.930 0.70 0.55 0.75 0.75 2.472 -3.270 -0.930 0.70 0.55 0.75 0.75 2.472 -3.270 -0.930 0.70 0.55 0.75 0.75 2.472 -3.270 -0.930 0.70 0.55 0.75 0.75 2.472 -3.270 -0.930 0.70 0.55 0.75 0.75 2.472 Enter multiplier in Page 4 of 6, Column J. Where: Standard design values for Solar Reflectance and Thermal Emittance. Except from Table NAS-2 Standard Aged Solar Reflectance (Column D) Standard Thermal Emittance (Column F) Low-Rise, Low-Sloped, CZ2 through CZl5 0.55 0.75 Low-Rise, Low-Sloped, CZl through CZl 6 0.10 0.75 High-Rise, Low-Sloped, CZ10 through CZ15 O.SS 0.7S High-Rise, Low-Sloped, CZ1-9 through CZ16 0.10 0.7S Steep-Sloped, CZ2 through CZl 5 0.25 0.7S Steep-Sloped, all other 0.10 0.75 1. Proposed Aged Design Solar Reflectance; paged prop = 0.7 X (pmit prop -^ 0.06). Where (pinit prop) reflectance value is found Enter results of the Cool Roof Multiplier equation in footnote 2. 2. Cool Roof Multiplier MQR.I = 1 -f Cfm X (paged prop - Paged std) + Cemit X (Sprop- £std) or 1 -I- Col A X (Col C - Col D) + Col B X in the CRRC Directory. (Col E-Col F) Overhang Multiplier (MQH) Occupancy Type and Coefficients 21 Nonresidential, See Tables Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 Climate Zone: 7 Coefficients of Fenestration Overhang Calculation A B C D E F G Orientation r Projection Factor' Projection Factor' Horizontal Projection (ft') Vertical Distance (ft') Projection Factor^ Overhang Multiplier* S -0.980 -0.040 8.0 7.7 1.000 -0.020 S -0.980 -0.040 8.0 7.1 1.000 -0020 S -0.980 -0.040 8.0 7.1 1.000 -0.020 W -0.780 0.320 2.0 7.1 0.282 0.806 W -0.780 0.320 2.0 7.1 0.282 0.806 N -0.430 0.270 2.0 7.1 0.282 0.896 N -0.430 0.270 2.0 7.1 0.282 0.896 N -0.430 0.270 2.0 7.1 0.282 0.896 N -0.430 0.270 2.0 7.1 0.282 0.896 W -0.780 0.320 2.0 7.1 0.282 0806 Enter multiplier in Page 4 of 6 Column K. 1. Where ai and b are he coefficients for the overhang projection factor (see tables) and is climate zone dependent. 2. PF = H/V (Horizontal (H) projection of the overhang from the surface of the window in feet, but no greater than V and the Vertical (V) distance from the window sill to the bottom of the overhang, in feet.) Enter results in Column F. 3. MoH.1 = 1 + (ai X PFj) + bi X PFj^ Enter results in Column G. EnergyPro 5.1 by EnergySc User Numben 5757 RunCode: 2013-02-12709:17:07 ID: Pagi e 73 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Part 5 of 6 ) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Cool Roof Multiplier (MCR) Occupancy Type and Coefficients 12 Nonresidential, See O 24-Hour Use, See Tables Table NA5-3 Table NA5-4 • Retail, See Table NA5-5 Climate Zone: ^ Coefficients of Calculation A B C D E F G Reflectance Emittance Proposed Aged Solar Reflectance Standard Aged Solar Reflectance' Proposed Thermal Emittance Standard Thermal Emittance Cool Roof Multiplier^ -3.270 -0.930 0.70 0.55 0.75 0.75 2.472 -3.270 -0.930 0.70 0.55 0.75 0.75 2.472 -3.270 -0.930 0.70 0.55 0.75 0.75 2.472 -3.270 -0.930 0.70 0.55 0.75 0.75 2.472 -3.270 -0.930 0.70 0.55 0.75 0.75 2.472 -3.270 -0.930 0.70 0.55 0.75 0.75 2.472 -3.270 -0.930 0.70 0.55 0.75 0.75 2.472 -3.270 -0.930 0.70 0.55 0 75 0.75 2.472 -3.270 -0.930 0.70 0.55 0.75 0.75 2.472 -3.270 -0.930 0.70 0.55 0.75 0.75 2.472 Enter multiplier in Page 4 of 6, Column J. Where: Standard design values for Solar Reflectance and Thermal Emittance. Except from Table NA5-2 Standard Aged Solar Reflectance (Column D) Standard Thermal Emittance (Column F) Low-Rise, Low-Sloped, CZ2 through CZ1S 0.55 0.75 Low-Rise, Low-Sloped, CZ1 through CZ16 0.10 0.75 High-Rise, Low-Sloped, CZ10 through CZl 5 0.55 0.75 High-Rise, Low-Sloped, CZl-9 through CZl 6 0.10 0.75 Steep-Sloped, CZ2 through CZ1S 0.25 0.75 Steep-Sloped, all other 0.10 0.75 1. Proposed Aged Design Solar Reflectance; Paged prop = 0.7 X (pmit prop + 0.06). Where (pinit prop) reflectance value is found Enter results of the Cool Roof Multiplier equation in footnote 2. 2. Cool Roof Multiplier MCR.I = 1 + CRSI X (paged prop - Paged std) + Cemii X (£pfop- £std) Or 1-t- Col A X (Col C - Col D) + Col B X in the CRRC Directory. (Col E-Col F) Overhang Multiplier (MQH) Occupancy Type and Coefficients £3 Nonresidential, See Tables Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 Climate Zone: 7 Coefficients of Fenestration Overhang Calculation A B C D E F G Orientation 1*" Projection Factor' 2rtd Projection Factor' Horizontal Projection (ft') Vertical Distance (ft') Projection Factor^ Overhang Multiplier N -0.430 O270 2.0 0.7 7.000 0.780 W -0.780 0.320 20 7.7 0.282 0.806 W -0.780 0320 2.0 7.7 0.282 0.806 N -0.430 0.270 2.0 7.7 0.282 0.896 N -0.430 0.270 2.0 • 7.7 0.282 0.896 S -0.980 -0.040 2.0 0.7 1.000 -0.020 S -0.980 -0.040 20 0.7 1.000 -0.020 S -0.980 -0.040 20 0.7 1.000 -0.020 W -0.780 0.320 2.0 0.7 1.000 0.540 W -0.780 0.320 20 0.7 1.000 0.540 Enter multiplier in Page 4 of 6 Column K. 1. Where a and b are he coefficients for the overhang projection factor (see tables) and is climate zone dependent. 2. PF = H/V (Horizontal (H) projection of the overhang from the surface of the window in feet, but no greater than V and the Vertical (V) distance from the window sill to the bottom of the overhang, in feet.) Enter results in Column F. 3. MoH.1 = 1 -t- (a, X PFj) -f bl X PR^ Enter results in Column G. EnergyPro 5.1 by EnergySc User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 74 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Part 5 of 6 ) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Cool Roof Multiplier (MCR) Occupancy Type and Coefficients 12 Nonresidential, See • 24-Hour Use, See Tables Table NAS-3 Table NA5-4 • Retail, See Table NA5-5 Climate Zone: ^ Coefficients of Calculation A B C D E F G Reflectance Emittance Proposed Aged Solar Reflectance Standard Aged Solar Reflectance' Proposed Thermal Emittance Standard Thermal Emittance Cool Roof Multiplier^ -3.270 -0.930 0.70 0.55 0 75 0 75 2.472 -3.270 -0.930 0.70 0.55 0.75 075 2.472 -3.270 -0.930 0.70 0.55 0.75 0.75 2.472 Enter multiplier in Page 4 of 6, Column J. Where: Standard design values for Solar Reflectance and Thermal Emittance. Except from Table NA5-2 Standard Aged Solar Reflectance (Column D) Standard Thermal Emittance (Column F) Low-Rise, Low-Sloped, CZ2 through CZ1S 0.55 0.75 Low-Rise, Low-Sloped, CZl through CZ16 0.10 0.75 High-Rise, Low-Sloped, CZ10 through CZ15 0.55 0.75 High-Rise, Low-Sloped, CZl-9 through CZl 6 0.10 0.75 Steep-Sloped, CZ2 through CZ15 0.2S 0.7S Steep-Sloped, all other 0.10 0.7S 1. Proposed Aged Design Solar Reflectance; Paged prop = 0.7 X {pm prop + 0.06). Where (pinit prop) reflectance value is found Enter results of the Cool Roof Multiplier equation in footnote 2. 2. Cool Roof Multiplier MQR.I = 1 -^ Cflei X (Paged prop - Paged std) Cemii X (£pcop- £sld) Or 1-1- Col A X (Col C - Col D) + Col B X in the CRRC Directory. (Col E-Col F) Overhang Multiplier (MQH) Occupancy Type and Coefficients 21 Nonresidential, See Tables Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NA5-5 Climate Zone: 7 Coefficients of Fenestration Overhang Calculation A B C D E F G Orientation 1=" Projection Factor' Projection Factor' Horizontal Projection (ft') Vertical Distance (ft') Projection Factor^ Overhang Multiplier W -0.780 0.320 2.0 7.7 0.282 0.806 N -0.430 0.270 2.0 7.7 0.282 0896 W -0.780 0.320 2.0 4.6 0.435 0.727 W -0.780 0.320 2.0 7 7 0.282 0806 W -0.780 0.320 2.0 7.7 0.282 0.806 W -0.780 0.320 2.0 7 7 0.282 0.806 E -0.780 0.320 8.0 7.7 1.000 0540 E -0.780 0.320 8.0 7.1 1.000 0.540 E -0.780 0.320 8.0 7.1 1.000 0.540 s -0.980 -0.040 8.0 6.1 1.000 -0.020 Enter multiplier in Page 4 of 6 Column K. 1. Where ai and b are he coefficients for the overhang projection factor (see tables) and is climate zone dependent. 2. PF = H-'V (Horizontal (H) projection of the overhang from the surface of the window in feet, but no greater than V and the Vertical (V) distance from the window sill to the bottom of the overhang, in feet.) Enter results in Column F. 3. MQH.I = 1 -I- (ai X PF,) •<- bi X PP?. Enter results in Column G. EnergyPro 5.1 by EnergySc User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 75 of 138 OVERALL ENVELOPE TDV ENERGY APPROACH (Part 5 of 6 ) ENV-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Cool Roof Multiplier (MCR) Occupancy Type and Coefficients 12 Nonresidential, See • 24-Hour Use, See Tables Table NAS-3 Table NA5-4 • Retail. See Table NA5-5 Climate Zone: ^ Coefficients of Calculation A B C D E F G Reflectance Emittance Proposed Aged Solar Reflectance Standard Aged Solar Reflectance' Proposed Thermal Emittance Standard Thermal Emittance Cool Roof Multiplier^ Enter multiplier in Page 4 of 6, Column J. Where: Standard design values for Solar Reflectance and Thermal Emittance. Except from Table NA5-2 Standard Aged Solar Reflectance (Column D) Standard Thermal Emittance (Column F) Low-Rise, Low-Sloped, CZ2 through CZ15 O.SS 0.75 Low-Rise, Low-Sloped, CZl through CZl 6 0.10 0.75 High-Rise, Low-Sloped, CZ10 through CZl 5 0.55 0.75 High-Rise, Low-Sloped, CZl-9 through CZl 6 0.10 0.7S Steep-Sloped, CZ2 through CZl 5 0.25 0.75 Steep-Sloped, all other 0.10 0.75 1. Proposed Aged Design Solar Reflectance; paged prop = 0.7 X (pmit prop -^ 0.06). Where (pinit prop) reflectance value is found Enter results of the Cool Roof Multiplier equation in footnote 2. 2. Cool Root Multiplier MCR.I = 1 -f CR^ X (paged prop - Paged std) + Cgmit X (£pfoo- £sld) or 1 -t- Col A X (Col C - Col D) -t- Col B X in the CRRC Directory. (Col E-Col F) Overhang Multiplier (MQH) Occupancy Type and Coefficients E Nonresidential, See Tables Table NA5-3 • 24-Hour Use, See Table NA5-4 • Retail, See Table NAS-5 Climate Zone: ^ Coefficients of Fenestration Overhang Calculation A B C D E F G Orientation 1** Projection Factor' Projection Factor' Horizontal Projection (ff') Vertical Distance (ft') Projection Factor^ Overhang Multiplier* W -0.780 0.320 2.0 4.6 0.435 0.727 W -0.780 0.320 2.0 7.7 0.282 0.806 W -0.780 0.320 2.0 7.7 0.282 0.806 W -0.780 0.320 2.0 7.7 0.282 0.806 E -0.780 0.320 8.0 7.7 7.000 0.540 E -0.780 0.320 8.0 7.7 7.000 0.540 E -0.780 0.320 8.0 7.7 1.000 0.540 N -0.430 0.270 8.0 6.7 1.000 0.780 N. -0.430 0.270 8.0 7 7 1.000 0.780 E -0.780 0.320 2.0 77 0.282 0.806 Enter multiplier in Page 4 of 6 Column K. 1. Where ai and bi are he coefficients for the overhang projection factor (see tables) and is climate zone dependent. 2. PF = H/V (Horizontal (H) projection of the overhang from the surface of the window in feet, but no greater than V and the Vertical (V) distance from the window sill to the tx3ttom of the overhang, in feet.) Enter resuits in Column F. 3. MoH.1 = 1 -t- (ai X PFj) + biX PRl Enter results in Column G. EnergyPro 5.1 by EnergySc User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 76 of 138 ENVELOPE MANDATORY MEASURES: NONRESIDENTIAL ENV-MM Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 DESCRIPTION Building Envelope Measures: g , Installed insulating material shall have been certified by the manufacturer to comply with the California Quality S1 o(a}. standards for insulating material, Title 20 Chapter 4, Article 3. „ . All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of s' ^Sections 2602 and 707 of Title 24, Part 2. „ ,, The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R-value ^ ^of no less than R-13 between framing members. s,1^7l V ^" ^'^fs™'' Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, ^ weatherstripped or othenwise sealed. Manufactured fenestration products and exterior doors shall have air infiltration rates not exceeding 0.3 cfm/ft.^ of §116(a) 1: window area, 0.3 cfm/ft.^ of door area for residential doors, 0.3 cfm/ft.^ of door area for nonresidential single doors (swinging and sliding), and 1.0 cfm/ft.^ for nonresidential double doors (swinging). §118(a) 2: Fenestration U-factor shall be rated in accordance with NFRC 100, or the applicable default U-factor. Ri 1\'i Fenestration SHGC shall be rated in accordance with NFRC 200, or NFRC 100 for site-built fenestration, or the §nb(a) d. applicable default SHGC. §116(b): Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 77 of 138 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 5) MECH-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: • Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. • Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction: • New Construction • Addition • Alteration Approach of Compliance: • Component Ul Overall Envelope Energy TDV • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees; 296 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Equipment^ Inspection Criteria Meets Criteria or Requirements Equipment^ Inspection Criteria Pass Fail - Describe Reason^ Item or System Tags (i.e.AC-1,RTU-1,HP-1) Zone FC_B-1 • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity^ 34,956 Btu/hr O • Minimum Heating Efficiency^ n/a • • Max Allowed Cooling Capacity' 72,417 Btu/hr • • Cooling Efficiency' 11.0 SEER/7.3 EER • • Duct Location/ R-Value Attic, Roof Ins/4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • Equipment^ inspection Criteria FIELD INSPECTION ENERGY CHECKLIST Equipment^ inspection Criteria Pass Fail - Describe Reason^ Item or System Tags (i.e. AC'1,RTU-1,HP-1) Zone FC B-2 • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 20,237 Btu/hr • • Minimum Heating Efficiency' n/a • • Max Allowed Cooling Capacity' 64,794 Btu/hr • • Cooling Efficiency' 11.0 SEER/7.3 EER • • Duct Location/ R-Value Attic, Roof Ins/4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Requireci • • Fan Control Constant Volume • • 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 78 of 138 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 5) MECH-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: • Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. IZl Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction: • New Construction • Addition • Alteration Approach of Compliance: • Component Overall Envelope TDV Energy • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Equipment^ Inspection Criteria Meets Criteria or Requirements Equipment^ Inspection Criteria Pass Fail - Describe Reason" Item or System Tags (i.e. AC-1, RTU-1, HP-1) Zone FC_B-3 • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 31,882 Btu/hr • • Minimum Heating Efficiency' n/a • • Max Allowed Cooling Capacity' 51,065 Btu/hr • • Cooling Efficiency' 11.0 SEER/7.3 EER • • Duct Location/ R-Value Attic, Roof Ins/4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • Equipment" Inspection Criteria FIELD INSPECTION ENERGY CHECKLIST Equipment" Inspection Criteria Pass Fail - Describe Reason" Item or System Tags (i.e. AC-1, RTU-1, HP-1) Zone FC_e-4 (OS-A by SF-2) • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 20,374 Btu/hr • • Minimum Heating Efficiency' n/a • • Max Allowed Cooling Capacity' 26,429 Btu/hr • • Cooling Efficiency' 11.0 SEER/7.3 EER • • Duct Location/ R-Value Attic, Roof ins/4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 79 of 138 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 5) MECH-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: 0 Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. 13 Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction: • New Construction • Addition • Alteration Approach of Compliance: • Component m Overall Envelope TDV Energy • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Equipment" Inspection Criteria Meets Criteria or Requirements Equipment" Inspection Criteria Pass Fail - [)escribe Reason" Item or System Tags (i.e. AC-1, RTU-1, HP-1) Zone FC_B-5 (OSA by SF-3) • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 37,539 Btu/hr • • Minimum Heating Efficiency' n/a • • Max Allowed Cooling Capacity' 35,651 Btu/hr • • Cooling Efficiency' 11.0 SEER/7.3 EER • • Duct Location/ R-Value Attic, Roof Ins/4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • Equipment" Inspection Criteria FIELD INSPECTION ENERGY CHECKLIST Equipment" Inspection Criteria Pass Fail - Describe Reason" Item or System Tags (i.e. AC-1, RTU-1, HP-1) ZoneFC B-6* O • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 0 Btu/hr • • Minimum Heating Efficiency' n/a • • Max Allowed Cooling Capacity' 17,872 Btu/hr • • Cooling Efficiency' 13.0 SEER/11.4 EER • • Duct Location/ R-Value Attic, Roof Ins/4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or. Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID: Page 80 of 138 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 5) MECH-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: • Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. Bl Conditioned Spaces • Unconditioned Spaces (affidavit) Phase of Construction: Q New Construction • Addition • Alteration Approach of Compliance: • Component Overall Envelope TDV Energy • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Equipment" Inspection Criteria Meets Criteria or Requirements Equipment" Inspection Criteria Pass Fail - Describe Reason" Item or System Tags (i.e. AC-1, RTU-1, HP-1) ZoneFC B-7* • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 0 Btu/hr • • Minimum Heating Efficiency' n/a • • Max Allowed Cooling Capacity' 44,482 Btu/hr • • Cooling Efficiency' 13.0 SEER/7.3 EER • • Duct Location/ R-Value Attic, Roof Ins/4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • Equipment" Inspection Criteria FIELD INSPECTION ENERGY CHECKLIST Equipment" Inspection Criteria Pass Fail - Describe Reason" Item or System Tags (i.e. AC-1, RTU-1, HP-1) ZoneFC 1-1 • • Equipment Type^: Split DX O • Number of Systems 1 O • Max Allowed Heatinq Capacity' 51,819 Btu/hr • • Minimum Heating Efficiency' n/a • • Max Allowed Cooling Capacity' 64,087 Btu/hr • • Cooling Efficiency' 11.0 SEER/7.3 EER • • Duct Location/ R-Value Attic, Roof Ins/4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or trom the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 81 of 138 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 5) MECH-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: • Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. 12 Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction: • New Construction • Addition • Alteration Approach of Compliance: • Component _ Overall Envelope Energy TDV • Unconditioned (file affidavit) Front Orientation: N, E, 8, W or in Degrees: 296 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Equipment" Inspection Criteria Meets Criteria or Requirements Equipment" Inspection Criteria Pass Fail - Describe Reason" Item or System Tags (i.e. AC-1, RTU-1, HP-1) Zone FC_1-2 • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 22,101 Btu/hr • • Minimum Heating Efficiency' n/a • • Max Allowed Cooling Capacity' 33,868 Btu/hr • • Cooling Efficiency' 11.0 SEER/7.3 EER • • Duct Location/ R-Value Attic, Roof Ins/4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • Equipment" Inspection Criteria FIELD INSPECTION ENERGY CHECKLIST Equipment" Inspection Criteria Pass Fail - Describe Reason" Item or System Tags (i.e. AC-1, RTU-1, HP-1) ZoneFC 1-3 • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 16,622 Btu/hr • • Minimum Heating Efficiency' n/a • • Max Allowed Cooling Capacity' 30,934 Btu/hr • • Cooling Efficiency' 11.0 SEER/7.3 EER • • Duct Location/ R-Value Attic, Roof Ins/4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat *" Setback Required • • Fan Control Constant Volume • • 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 82 of 138 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 5) MECH-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Cadsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: • Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. Q Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction: • New Construction • Addition • Alteration Approach of Compliance: • Component Overall Envelope TDV Energy • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Equipment" Inspection Criteria Meets Criteria or Requirements Equipment" Inspection Criteria Pass Fail - Describe Reason" Item or System Tags (i.e. AC-1, RTU-1, HP-1) Zone FC_1-4 • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 14,606 Btu/hr • • Minimum Heating Efficiency' n/a • • Max Allowed Cooling Capacity' 32,270 Btu/hr • • Cooling Efficiency' 11.0 SEER/7.3 EER • • Duct Location/ R-Value Attic, Roof Ins/4.2 O • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • Equipment" Inspection Criteria FIELD INSPECTION ENERGY CHECKLIST Equipment" Inspection Criteria Pass Fail - Describe Reason" Item or System Tags (i.e. AC-1, RTU-1, HP-1) ZoneFC 1-5 • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 10,101 Btu/hr • • Minimum Heating Efficiency' n/a • • Max Allowed Cooling Capacity' 33,628 Btu/hr • • Cooling Efficiency' 11.0 SEER/7.3 EER • • Duct Location/ R-Value Attic, Roof Ins/4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 83 of 138 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 5) MECH-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: El Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. 13 Conditioned Spaces P, Unconditioned Spaces *-* (affidavit) Phase of Construction; • New Construction • Addition • Alteration Approach of Compliance: • Component Overall Envelope TDV Energy • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Equipment" Inspection Criteria Meets Criteria or Requirements Equipment" Inspection Criteria Pass Fail - Describe Reason" Item or System Tags (i.e. AC-1, RTU-1, HP-1) Zone FC_1-6 • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 10,101 Btu/hr • • Minimum Heating Efficiency' n/a • • Max Allowed Cooling Capacity' 29,662 Btu/hr • • Cooling Efficiency' 11.0 SEER/7.3 EER • • Duct Location/ R-Value Attic, Roof Ins/4.2 • • When duct testing is required, submit MECH-4A 8. MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • Equipment" Inspection Criteria FIELD INSPECTION ENERGY CHECKLIST Equipment" Inspection Criteria Pass Fail - Describe Reason" Item or System Tags (i.e. AC-1, RTU-1, HP-1) ZoneFC 1-7 • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 12,346 Btu/hr • • Minimum Heating Efficiency' n/a • • Max Allowed Cooling Capacity' 31,027 Btu/hr • • Cooling Efficiency' 11.0 SEER/7.3 EER • • Duct Location/ R-Value Attic, Roof Ins/4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance fo include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 84 of 138 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 5) MECH-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: • Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. 13 Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction: • New Construction • Addition O Alteration Approach of Compliance: • Component Overall Envelope TDV Energy • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Equipment" Inspection Criteria Meets Criteria or Requirements Equipment" Inspection Criteria Pass Fail - Describe Reason" Item or System Tags (i.e. AC-1, RTU-1, HP-1) Zone FC_1-8 • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 13,079 Btu/hr • • Minimum Heating Efficiency' n/a • • Max Allowed Cooling Capacity' 31,136 Btu/hr • • Cooling Efficiency' 11.0 SEER/7.3 EER • • Duct Location/ R-Vaiue Attic, Roof Ins/4.2 • • When duct testing is required, submit MECH-4A & MECH.4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • Equipment" Inspection Criteria FIELD INSPECTION ENERGY CHECKLIST Equipment" Inspection Criteria Pass Fail - Describe Reason" Item or System Tags (i.e. AC-1, RTU-1, HP-1) ZoneFC 1-9 • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 22,631 Btu/hr • • Minimum Heating Efficiency' n/a • • Max Allowed Cooling Capacity' 34,253 Btu/hr • • Cooling Efficiency' 11.0 SEER/7.3 EER • • Duct Location/ R-Value Attic, Roof Ins/4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 85 of 138 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 5) MECH-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Cadsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: • Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. • Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction: IZl New Construction • Addition • Alteration Approach of Compliance: • Component _ Overall Envelope Energv TDV • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Equipment" Inspection Criteria Meets Criteria or Requirements Equipment" Inspection Criteria Pass Fail - Describe Reason" Item or System Tags (i.e. AC-1, RTU-1, HP-1) Zone FCJ-10 • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 14,727 Btu/hr • • Minimum Heating Efficiency' n/a • • Max Allowed Cooling Capacity' 32,725 Btu/hr • • Cooling Efficiency' 11.0 SEER/7.3 EER • • Duct Location/ R-Value Attic, Roof Ins/4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • Equipment" Inspection Criteria FIELD INSPECTION ENERGY CHECKLIST Equipment" Inspection Criteria Pass Fail - Describe Reason" Item or System Tags (i.e. AC-1, RTU-1, HP-1) ZoneFC 1-11 • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 33,588 Btu/hr • • Minimum Heating Efficiency' n/a • • Max Allowed Cooling Capacity' 45,537 Btu/hr • • Cooling Efficiency' 11.0 SEER/7.3 EER • • Duct Location/ R-Value Attic, Roof Ins / 4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • D Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklisf Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or. Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5.1 by EnergySoft User Numben 5151 R«inCode: 2013-02-12709:17:07 ID: Page 86 of 138 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 5) MECH-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: • Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. 13 Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction: • New Construction • Addition • Alteration Approach of Compliance: • Component Overall Envelope TDV Energy • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Equipment" Inspection Criteria Meets Criteria or Requirements Equipment" Inspection Criteria Pass Fail - Describe Reason" Item or System Tags (i.e. AC-1, RTU-1, HP-1) Zone FC_2-1 • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 12,389 Btu/hr • • Minimum Heating Efficiency' n/a • • Max Allowed Cooling Capacity' 33,714 Btu/hr • • Cooling Efficiency' 11.0 SEER/7.3 EER O • Duct Location/ R-Value Attic, Roof Ins/4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • Equipment" Inspection Criteria FIELD INSPECTION ENERGY CHECKLIST Equipment" Inspection Criteria Pass Fail - Describe Reason" Item or System Tags (i.e. AC-1, RTU-1, HP-1) Zone FC_2-2 • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 22,155 Btu/hr • • Minimum Heating Efficiency' n/a • • Max Allowed Cooling Capacity' 40,142 Btu/hr • • Cooling Efficiency' 11.0 SEER/7.3 EER • • Duct Location/ R-Value Attic, Roof Ins/4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or. Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: 87 of 138 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 5) MECH-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Proiect Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: IZl Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. 13 Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction: IZl New Construction • Addition • Alteration Approach of Compliance: • Component 13 Overall Envelope Energy TDV • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Equipment" Inspection Criteria Meets Criteria or Requirements Equipment" Inspection Criteria Pass Fail - Describe Reason" Item or System Tags (i.e. AC-1, RTU-1, HP-1) Zone FC_2-3 • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 42,970 Btu/hr • • Minimum Heating Efficiency' n/a • • Max Allowed Cooling Capacity' 65,406 Btu/hr • • Cooling Efficiency' 11.0 SEER/7.3 EER • • Duct Location/ R-Value Attic, Roof Ins/4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • Equipment" Inspection Criteria FIELD INSPECTION ENERGY CHECKLIST Equipment" Inspection Criteria Pass Fail - Describe Reason" Item or System Tags (i.e. AC-1, RTU-1, HP-1) ZoneFC 2-4 • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 45,430 Btu/hr • • Minimum Heating Efficiency' n/a • • Max Allowed Cooling Capacity' 97,053 Btu/hr • • Cooling Efficiency' 7.3 EER • • Duct Location/ R-Value Attic, Roof Ins/4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • 1. If fhe Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or. Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5.7 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 88 of 738 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 5) MECH-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Cadsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: • Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. 13 Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction: • New Construction • Addition • Alteration Approach of Compliance: • Component Overall Envelope TDV Energy • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Equipment" Inspection Criteria Meets Criteria or Requirements Equipment" Inspection Criteria Pass Fail - Describe Reason" Item or System Tags (i.e. AC-1, RTU-1, HP-1) Zone FC_2-5 • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heatinq Capacity' 31,312 Btu/hr • • Minimum Heating Efficiency' n/a • • Max Allowed Cooling Capacity' 38,975 Btu/hr • • Cooling Efficiency' 11.0 SEER/7.3 EER • • Duct Location/ R-Value Attic, Roof Ins/4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • O Equipment" Inspection Criteria FIELD INSPECTION ENERGY CHECKLIST Equipment" Inspection Criteria Pass Fail - Describe Reason" Item or System Tags (i.e. AC-1, RTU-1, HP-1) ZoneFC 2-6 • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 12,180 Btu/hr • • Minimum Heating Efficiency' n/a • • Max Allowed Cooling Capacity' 26,576 Btu/hr • • Cooling Efficiency' 11.0 SEER/7.3 EER • • Duct Location/ R-Value Attic, Roof Ins/4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or. Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 89 of 138 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 5) MECH-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: • Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. 13 Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction: • New Construction • Addition • Alteration Approach of Compliance: • Component _ Overall Envelope Energy TDV • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Equipment" Inspection Criteria Meets Criteria or Requirements Equipment" Inspection Criteria Pass Fail - Describe Reason" Item or System Tags (i.e. AC-1, RTU-1, HP-1) Zone FC_3-1 • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 31,867 Btu/hr • • Minimum Heating Efficiency' n/a • • Max Allowed Cooling Capacity' 66,681 Btu/hr • • Cooling Efficiency' 11.0 SEER/7.3 EER • • Duct Location/ R-Value Attic, Roof Ins/4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • Equipment" Inspection Criteria FIELD INSPECTION ENERGY CHECKLIST Equipment" Inspection Criteria Pass Fail - Describe Reason" Item or System Tags (i.e. AC-1, RTU-1, HP-1) Zone FC_3-2 • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 37,718 Btu/hr • • Minimum Heating Efficiency' n/a • • Max Allowed Cooling Capacity' 67,139 Btu/hr • • Cooling Efficiency' 11.0 SEER/7.3 EER • • Duct Location/ R-Value Attic, Roof Ins/4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or. Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 90 of 738 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 5) MECH-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond. Floor Area 24,673 Addition Floor Area n/a GENERAL INFORMATION Building Type: • Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. 13 Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction: • New Construction • Addition • Alteration Approach of Compliance: • Component Overall Envelope TDV Energy • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 296 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Equipment" Inspection Criteria Meets Criteria or Requirements Equipment" Inspection Criteria Pass Fail - Describe Reason" Item or System Tags (i.e. AC-1, RTU-1, HP-1) Zone FC_3-3 • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 37,850 Btu/hr • • Minimum Heating Efficiency' n/a • • Max Allowed Cooling Capacity' 67,727 Btu/hr • • Cooling Efficiency' 11.0 SEER/7.3 EER • • Duct Location/ R-Value Attic, Roof Ins/4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • Equipment" Inspection Criteria FIELD INSPECTION ENERGY CHECKLIST Equipment" Inspection Criteria Pass Fail - Describe Reason" Item or System Tags (i.e. AC-1, RTU-1, HP-1) Zone FC 3-4 • • Equipment Type^: Sp//fDX • • Number of Systems 1 • • Max Allowed Heating Capacity' 33,838 Btu/hr O • Minimum Heating Efficiency' n/a • • Max Allowed Cooling Capacity' 66,214 Btu/hr • • Cooling Efficiency' 11.0 SEER/7.3 EER • • Duct Location/ R-Value Attic, Roof Ins/4.2 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building pians) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailfed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or. Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 91 of 138 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 2 of 5) MECH-1 C Project Name H/7fon Marbrisa Resort Sales Building Date 2/12/2013 Discrepancies: EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 92 of 138 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 3 of 5) MECH-1 C Project Name Date Hilton Madjrisa Resort Sales Building 2/12/2013 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for mechanical systems. The designer is required to check the appffcabfe boxes by all acceptance tests that apply and listed all equipment that requires an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the numbier of systems. The NA number designates the Section in the Appendix of the Nonresidential Reference Appendices Manual that describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: Systems Acceptance: Before occupancy permit is granted for a newly constructed building or space, or a new space-conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. Systems Acceptance: Before occupancy permit is granted. All newly installed HVAC equipment must be tested using the Acceptance Requirements. The MECH-1 C form is not considered a completed form and is not to be accepted by the building department unless the correct boxes are checked. The equipment requiring testing, person performing the test (Example: HVAC installer, TAB contractor, controls contractor, PE in charge of project) and what Acceptance test must be conducted. The following checked-off forms are required for ALL newly installed equipment. In addition a Certificate of Acceptance forms shall be submitted to the building department that certifies plans, specifications, installation, certificates, and operating and maintenance information meet the requirements of §10-103(b) and Title-24 Part 6. The building inspector must receive the properly filled out and signed forms before the building can receive final occupancy. TEST DESCRIPTION MECH-2A MECH-3A MECH-4A MECH-5A MECH-6A MECH-7A MECH-8A MECH-9A MECH-1 OA MECH-11A Equipment Requiring Testing or Verification Qty. Outdoor Ventilation For VAV & CAV Constant Volume & Single-Zone Unitary Air Distribution Ducts Economizer Controls Demand Control Ventilation DCV Supply Fan VAV Valve Leakage Test Supply Water Temp. Reset Hydronic System Variable Flow Control Automatic Demand Shed Control iylitsubishl_PEFY-P48NMAU 8 m • • O • • • • • • l^itSubishi_PLFY-P36NBMU 7 EZI m O O • • • • • • Mitsubishi_PLFY-P18NBfvlU 7 m EI o • • • • • • • Mitsubishi_PLFY-P24NBfi4U 7 m o • • • • • • • Mitsubishi_PKA-A 12HA4 7 m m o • • • • • • • Mitsubishi_PKA-A30KA4 7 m m • • • • • • • • Mitsubishi_PEFY-P24NMAU 6 • m • • • • • • • O ivlitsubishi PFFY-P24NRIVIU 4 m m • O • • • O • • h/litsubishi_PEFY-P36NMAU 1 m m o • • • • O • • rvlitsubishi_PEFY-P30NI^AU 2 m m • • • • • • • • IVlitsubishi_PEFY-P72NMAU 1 m EZI • • • • • • • O l^itsubishi PEFY-P18NMAU 1 m IZI • • • • • • • • o • o • • • • • • • o • • • • • • • • • EnergyPro 5.1 bv EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Paoe 93 of 138 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 4 of 5) MECH-1 C Project Name Date HiYton Marbrisa Resort Sales Building 2/12/2013 TEST DESCRIPTION MECH-12A MECH-13A MECH-14A MECH-15A Equipment Requiring Testing Qty. Fault Detection & Diagnostics for DX Units Automatic Fault Detection & Diagnostics for Air & Zone Distributed Energy Storage DXAC Systems Thermal Energy Storage (TES) Systems Test Performed By: Mitsubishi_PEFY-P48NIVlAU 8 • • • • BY THE MECHANICAL CONTRACTOR Mitsubishi_PLFY-P36NBMU 7 • • • • BYTHE MECHANICAL CONTRACTOR Mitsubishi_PLFY-P18NBMU 7 • • • • BY THE MECHANICAL CONTRACTOR r^itsubishi_PLFY-P24NBMU 7 • • • • BY THE MECHANICAL CONTRACTOR Mitsubishi_PKA-A 12HA4 7 • • • • BY THE MECHANICAL CONTRACTOR Mitsubishi_PKA-A30KA4 7 • • • • BY THE MECHANICAL CONTRACTOR rvlitsubishi_PEFY-P24NMAU 6 • • • • BY THE MECHANICAL CONTRACTOR H4itsubishi_PFFY-P24NRMU 4 • • • • BY THE MECHANICAL CONTRACTOR msubishl_PEFY-P36NMAU 7 O • • • BY THE MECHANICAL CONTRACTOR Mitsubishi_PEFY-P30NIVlAU 2 • • • • BY THE MECHANICAL CONTRACTOR fvlitsubishi_PEFY-P72NMAU 7 • • • • BY THE MECHANICAL CONTRACTOR l^itsubishi_PEFY-P18NMAU 7 • • • • BY THE MECHANICAL CONTRACTOR • • • o • • • • • • • o • • • • • • • n • • • o • • • o O • • • O • • • • • • • • • • • • • • • • • O • • • • • • • • o • • D • • • • • EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 94 of 138 CERTIFICATE OF COMPUANCE (Part 5 of 5) MECH-1 C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Documentation Author's Declaration Statement I certify that this Certificate ot Compliance documentation is accurate and complete. Name Alex Gines Signalize Company DEC Engineers, Inc. Date 2/1Z'2013 Address 7360 Carrol! Road, Ste. 100 CEA # CEPE# City/State/Zip San Dtego, CA 92121 Phone 858-678-3270 The Principal Mechanical Designer's Declaration Statement • I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the mechanical design. • This Certificate of Compliance identifies the mechanical features and performance specifications required for compliance with Titl6-24, Parts 1 and 6 of the Caiifornia Code of Regulations. • The design features represented on this Certificate of Compliance are consistent with the information provided to document this design on the other applicable compliance forms, worksheets, calculations, plans and specifigaitefis submitted to the enforcement agency for approval with this building permit application. Name CHRIS DECK Signature Company DEC Engineers Inc. Date 2/12/13 Address 7360 Can-oil Road, Suite 100 License # M30087 City/State/Zip San Dlego. CA 92121 Phone 858-578-3270 Mandatory Measures Indicate location on building plans of Note Block for Mandatory Measures_ MECHANICAL COMPLIANCE FORMS & WORKSHEETS (check box if worksheet is included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, pJease refer fo the 2008 Nonresidential ManuaL Note: The Enforcement Agency may require all forms to be incorporated onto the building pians. El MECH-1 C Certificate of Compliance. Required on plans for all submittals. SI MECH-2C Mechanical Equipment Summary is required, for al! submittals. a MECH-3C Mechanical Ventilation and Reheat is required for ali submittals with mechanical ventiiation. m MECH-4C Fan Power Consumption is required for all prescriptive submittals. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID: Page 95 of 138 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name Date Hilton Marbrisa Resort Sales Building 2/12/2013 Item or System Tags (i.e. AC-1, RTU-1, HP-1) Indicate Air Systems Type (Central, Single Zone, Package, VAV, or etc..) Item or System Tags (i.e. AC-1, RTU-1, HP-1) ZoneFC_B-1 Zone FC_B-2 \ Zone FC_B-3 Number of Systems 1 1 1 7 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value Indicate Pai 3e Reference on Pians or Schedule and indicate the applicable exception(s) MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value T-24 Sections MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) 11.0 SEER/7.3 EER 11.0 SEER/7.3 EER 11.0 SEER/7.3 EER MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(b), 112(c) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(c), 115(a) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) 315 cfm 320 cfm 203 cfm MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(c) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 12l'(c) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(e) Programmable Switch Programmable Switch Programmable Switch MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(e) Setback Reguired Setback Required Setback Required MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(f) Gravity Gravity Gravity MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(g) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 123 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 124 Attic, Roof Ins/4.2 Attic, Roof Ins/4.2 Attic, Roof Ins/4.2 PRESCRIPTIVE MEASURES Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat^Cool Economizer Heal Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) 34,956 Btu/hr 20,237 Btu/hr 31,882 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat^Cool Economizer Heal Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) 0 Btu/hr 0 Btu/hr 0 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat^Cool Economizer Heal Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144{a & b) 50,692 Btu/hr 45,356 Btu/hr 35,746 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat^Cool Economizer Heal Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) 45,487 Btu/hr 45 276 Btu/hr 34,741 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat^Cool Economizer Heal Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Constant Volume Constant Volume Constant Volume Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat^Cool Economizer Heal Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat^Cool Economizer Heal Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) No No No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat^Cool Economizer Heal Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(d) No No No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat^Cool Economizer Heal Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(e) No Economizer No Economizer No Economizer Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat^Cool Economizer Heal Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat^Cool Economizer Heal Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat^Cool Economizer Heal Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(g) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat^Cool Economizer Heal Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(1) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat^Cool Economizer Heal Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(k) No No No 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page96of138 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name Date Hilton Marbrisa Resort Sales Building 2/12/2013 Item or System Tags (i.e. AC-1, RTU-1, HP-1) Indicate Air Systems Type (Central, Single Zone, Packag e, VAV, or etc..) Item or System Tags (i.e. AC-1, RTU-1, HP-1) Zone FC_B-4 (OSA by SF-2) Zone FC_B-5 (OSA by SF-3) Zone FC_B-6' Number of Systems 1 1 1 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value Indicate Pac e Reference on Plans or Schedule and indicate the applicable exception(s) MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value T-24 Sections MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) 11.0 SEER/7.3 EER 11.0 SEER/7.3 EER 13.0 SEER/11.4 EER MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(b), 112(c) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(c), 115(a) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) 139 cfm 233 cfm Ocftn MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(c) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(c) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(e) Programmable Switch Programmable Switch Programmable Switch MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(e) Setback Required Setback Required Setback Required MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(f) Gravity Gravity Gravity MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(g) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 123 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 124 Attic, Roof Ins/4.2 Attic, Roof Ins/4.2 Attic, Roof Ins/4.2 PRESCRIPTIVE MEASURES Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) 20,374 Btu/hr 37,539 Btu/hr 0 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) 0 Btu/hr 0 Btu/hr 0 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a & b) 18,500 Btu/hr 24,956 Btu/hr 12,511 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144{a&b) 17,316 Btu/hr 23,481 Btu/hr 12,274 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Constant Volume Constant Volume Constant Volume Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) No No No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(d) No No No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(e) No Economizer No Economizer No Economizer Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(g) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(i) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(k) No No No 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID: Page 97 of 138 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name Date Hilton Marbnsa Resort Sales Building 2/12/2013 Item or System Tags (i.e. AC-1, RTU-1, HP-1) Indicate Air Systems Type (Central, Single Zone, Packag e, VAV, or etc..) Item or System Tags (i.e. AC-1, RTU-1, HP-1) Zone FC_B-7* ZoneFC_1-1 Zone FC_ 7-2 Number of Systems 1 1 7 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natura! Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value Indicate Pac ]e Reference on Pians or Schedule and indicate the applicable exception(s) MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natura! Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value T-24 Sections MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natura! Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natura! Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) 13.0 SEER/7.3 EER 11.0 SEER/7.3 EER 11.0 SEER/7.3 EER MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natura! Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(b), 112(c) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natura! Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(c), 115(a) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natura! Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natura! Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) Ocfm 460 cfm 219 cfm MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natura! Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(c) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natura! Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(c) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natura! Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(e) Programmable Switch Programmable Switch Programmable Switch MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natura! Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(e) Setback Required Setback Required Setback Required MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natura! Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(f) Gravity Gravity Gravity MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natura! Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(g) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natura! Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 123 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natura! Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 124 Attic, Roof Ins/4.2 Attic, Roof ins/4.2 Attic, Roof Ins/4.2 PRESCRIPTIVE MEASURES Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heaf Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) 0 Btu/hr 51,819 Btu/hr 22,101 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heaf Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a& b) 0 Btu/hr 0 Btu/hr 0 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heaf Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a & b) 31,137 Btu/hr 44,861 Btu/hr 23,708 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heaf Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) 29,280 Btu/hr 44,356 Btu/hr 21,903 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heaf Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Constant Volume Constant Volume Constant Volume Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heaf Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heaf Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) No No No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heaf Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(d) No No No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heaf Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(e) No Economizer No Economizer No Economizer Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heaf Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heaf Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heaf Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(g) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heaf Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(i) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heaf Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(k) No No No 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. EnergyPro 51 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page98of138 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name Date Hilton Marbrisa Resort Sales Building 2/12/2013 Item or System Tags (i.e. AC-1, RTU-1, HP-1) Indicate Air Systems Type (Central, Single Zone, Packag e, VAV, or etc..) Item or System Tags (i.e. AC-1, RTU-1, HP-1) Zone FC_1-3 Zone FC_1-4 Zone FC_1-S Number of Systems 1 1 1 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value indicate Page Reference on Plans or Schedule and indicate the applicable exception(s) MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value T-24 Sections MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) 11.0 SEER/7.3 EER 11.0 SEER/7.3 EER 11.0 SEER/7.3 EER MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(b), 112(c) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(c), 115(a) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) 240 cfm 228 cfm Ocfm MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(c) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(C) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(e) Programmable Switch Programmable Switch Programmable Switch MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(e) Setback Required Setback Required Setback Required MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(f) Gravity Gravity Gravity MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(g) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 123 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 124 Attic, Roof Ins/4.2 Attic, Roof Ins/4.2 Attic, Roof Ins/4.2 PRESCRIPTIVE MEASURES Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a & b) 16,622 Btu/hr 14,606 Btu/hr 10,101 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) 0 Btu/hr 0 Btu/hr 0 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a & b) 21,654 Btu/hr 22 589 Btu/hr 23,539 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a & b) 21,264 Btu/hr 21,381 Btu/hr 20,556 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Constant Volume Constant Volume Constant Volume Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) No No No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(d) No No No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(e) No Economizer No Economizer No Economizer Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(q) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(i) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(k) No No No 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 99 of 138 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name Date Hilton Marbrisa Resort Sales Building 2/12/2013 Item or System Tags (i.e. AC-1, RTU-1, HP-1) Indicate Air Systems Type (Central, Single Zone, Packag e, VAV, or etc..) Item or System Tags (i.e. AC-1, RTU-1, HP-1) Zone FC_7-6 ZoneFCJ-7 Zone FC_ 7-8 Number of Systems 7 1 7 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value Indicate Pai 3e Reference on Plans or Schedule and indicate the applicable exception(s) MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value T-24 Sections MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) 11.0 SEER/7.3 EER 11.0 SEER/7.3 EER 11.0 SEER/7.3 EER MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(b), 112(c) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(c), 115(a) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) Ocfm Ocfm Ocfm MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(c) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 12i(c) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(e) Programmable Switch Programmable Switch Programmable Switch MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(e) Setback Required Setback Required Setback Required MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(t) Gravity Gravity Gravity MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(g) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 123 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 124 Attic, Roof Ins/4.2 Attic, Roof Ins/4.2 Attic, Roof Ins/4.2 PRESCRIPTIVE MEASURES Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heaf Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must tie submitted 144{a&b) 10,101 Btu/hr 12,346 Btu/hr 13,079 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heaf Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must tie submitted 144(a&b) 0 Btu/hr 0 Btu/hr 0 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heaf Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must tie submitted 144(a & b) 20,764 Btu/hr 21,719 Btu/hr 21.795 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heaf Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must tie submitted 144(a&b) 20,611 Btu/hr 20,793 Btu/hr 20,633 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heaf Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must tie submitted 144(c) Constant Volume Constant Volume Constant Volume Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heaf Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must tie submitted 144(c) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heaf Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must tie submitted 144(c) No No No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heaf Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must tie submitted 144(d) No No No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heaf Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must tie submitted 144(e) No Economizer No Economizer No Economizer Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heaf Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must tie submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heaf Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must tie submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heaf Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must tie submitted 144(q) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heaf Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must tie submitted 144(1) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heaf Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must tie submitted 144(k) No No No 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID: Page 100 of 138 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name Date Hilton Marbrisa Resort Sales Building 2/12/2013 Item or System Tags (i.e. AC-1, RTU-1, HP-1) Indicate Air Systems Type (Central, Single Zone, Packag e, VAV, or etc..) Item or System Tags (i.e. AC-1, RTU-1, HP-1) Zcjne FC_7-9 Zone FC_1-10 Zone FC_1-11 Number of Systems 7 1 1 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe insulation Duct Location/ R-value indicate Pac e Reference on Plans or Schedule and indicate the applicable exception(s) MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe insulation Duct Location/ R-value T-24 Sections MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe insulation Duct Location/ R-value 112(a) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe insulation Duct Location/ R-value 112(a) 11.0 SEER/7.3 EER 11.0 SEER/7.3 EER 11.0 SEER/7.3 EER MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe insulation Duct Location/ R-value 112(b), 112(c) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe insulation Duct Location/ R-value 112(c), 115(a) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe insulation Duct Location/ R-value 121(b) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe insulation Duct Location/ R-value 121(b) 175 cfm 120 cfm 417 cfm MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe insulation Duct Location/ R-value 121(c) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe insulation Duct Location/ R-value 121(c) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe insulation Duct Location/ R-value 122(e) Programmable Switch Programmable Switch Programmable Switch MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe insulation Duct Location/ R-value 122(e) Setback Required Setback Required Setback Required MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe insulation Duct Location/ R-value 122(f) Gravity Gravity Gravity MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe insulation Duct Location/ R-value 122(g) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe insulation Duct Location/ R-value 123 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe insulation Duct Location/ R-value 124 Attic. Roof Ins/4.2 Attic, Roof Ins/4.2 Attic, Roof Ins/4.2 PRESCRIPTIVE MEASURES Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a & b) 22,631 Btu/hr 14,727 Btu/hr 33,588 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a& b) 0 Btu/hr 0 Btu/hr 0 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) 23,977 Btu/hr 22,908 Btu/hr 31,876 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) 21,765 Btu/hr 22,211 Btu/hr 30,551 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Constant Volume Constant Volume Constant Volume Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) No No No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(d) No No No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(e) No Economizer No Economizer No Economizer Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(q) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(i) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(k) No No No 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID: Page 101 of 138 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name Date Hilton Marbrisa Resort Sales Building 2/12/2013 item or System Tags (i.e. AC-1, RTU-1, HP-1) Indicate Air Systems Type (Central, Single Zone, Packag e, VAV, or etc..) item or System Tags (i.e. AC-1, RTU-1, HP-1) Zone FC_2-7 Zone FC_2-2 Zone FC_2-3 Number of Systems 7 1 1 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value indicate Pac ]e Reference on Plans or Schedule and indicate the applicable exception(s) MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value T-24 Sections MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) 11.0 SEER/7.3 EER 11.0 SEER/7.3 EER 11.0 SEER/7.3 EER MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(b), 112(c) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(c), 115(a) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) 75 cfm 143 cfm 438 cfm MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(c) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(c) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(e) Programmable Switch Programmable Switch Programmable Switch MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(e) Setback Required Setback Required Setback Required MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(f) Gravity Gravity Gravity MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(g) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 123 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 124 Attic, Roof Ins/4.2 Attic, Roof Ins/4.2 Attic, Roof Ins/4.2 PRESCRIPTIVE MEASURES Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simuttaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing, if Yes, a MECH-4-A must tie submitted 144(a&b) 12,389 Btu/hr 22,155 Btu/hr 42,970 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simuttaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing, if Yes, a MECH-4-A must tie submitted 144(a& b) 0 Btu/hr 0 Btu/hr 0 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simuttaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing, if Yes, a MECH-4-A must tie submitted 144(a & b) 23,600 Btu/hr 28,100 Btu/hr 45,784 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simuttaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing, if Yes, a MECH-4-A must tie submitted 144(a&b) 22,455 Btu/hr 27,937 Btu/hr 45,032 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simuttaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing, if Yes, a MECH-4-A must tie submitted 144(c) Constant Volume Constant Volume Constant Volume Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simuttaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing, if Yes, a MECH-4-A must tie submitted 144(c) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simuttaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing, if Yes, a MECH-4-A must tie submitted 144(c) No No No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simuttaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing, if Yes, a MECH-4-A must tie submitted 144(d) No No No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simuttaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing, if Yes, a MECH-4-A must tie submitted 144(e) No Economizer No Economizer No Economizer Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simuttaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing, if Yes, a MECH-4-A must tie submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simuttaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing, if Yes, a MECH-4-A must tie submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simuttaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing, if Yes, a MECH-4-A must tie submitted 144(g) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simuttaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing, if Yes, a MECH-4-A must tie submitted 144(i) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simuttaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing, if Yes, a MECH-4-A must tie submitted 144(k) No No No 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 102 of 138 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name Date Hilton Marbrisa Resort Sales Building 2/12/2013 Item or System Tags (i.e. AC-1, RTU-1, HP-1) Indicate Air Systems Type (Central, Single Zone, Packag e, VAV, or etc..) Item or System Tags (i.e. AC-1, RTU-1, HP-1) Zone FC_2-4 Zone FC_2-S Zone FC_2-6 Number of Systems 7 1 1 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value Indicate Pai 36 Reference on Plans or Schedule and indicate the applicable exception(s) MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value T-24 Sections MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) 7.3 EER 11.0 SEER/7.3 EER 11.0 SEER/7.3 EER MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(b), 112(C) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(c), 115(a) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) 295 cfm 372 cfm 63 cfm MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(c) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(c) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(e) Programmable Switch Programmable Switch Programmable Switch MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(e) Setback Required Setback Required Setback Required MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(f) Gravity Gravity Gravity MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(g) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 123 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 124 Attic, Roof Ins/4.2 Attic, Roof Ins/4.2 Attic, Roof Ins/4.2 PRESCRIPTIVE MEASURES Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) 45,430 Btu/hr 31,312 Btu/hr 12,180 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) 0 Btu/hr 0 Btu/hr 0 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a & b) 67,937 Btu/hr 27,282 Btu/hr 18,603 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) 66,710 Btu/hr 26,619 Btu/hr 16,780 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Constant Volume Constant Volume Constant Volume Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) No No No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(d) No No No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(e) No Economizer No Economizer No Economizer Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(g) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(1) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(k) No No No 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to § 144(g) apply. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 103 of 138 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name Date Hilton Marbrisa Resort Sales Building 2/12/2013 Item or System Tags (i.e. AC-1, RTU-1, HP-1) indicate Air Systems Type (Central, Single Zone, Packag e, VAV, or etc..) Item or System Tags (i.e. AC-1, RTU-1, HP-1) Zone FC_3-1 Zone FC_3-2 Zone FC_3-3 Number of Systems 1 1 1 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value Indicate Pac ]e Reference on Plans or Schedule and indicate the applicable exception(s) MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value T-24 Sections MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) 11.0 SEER/7.3 EER 11.0 SEER/7.3 EER 11.0 SEER/7.3 EER MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(b), 112(c) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(c), 115(a) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) 297 cfm 296 cfm 296 cfm MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(c) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(c) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(e) Programmable Switch Programmable Switch Programmable Switch MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(e) Setback Required Setback Required Setback Required MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(f) Gravity Gravity Gravity MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(g) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 123 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 124 Attic, Roof Ins/4.2 Attic, Roof Ins/4.2 Attic, Roof Ins/4.2 PRESCRIPTIVE MEASURES Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) 31,867 Btu/hr 37,718 Btu/hr 37,850 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted I44(a&b) 0 Btu/hr 0 Btu/hr 0 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a & b) 46,677 Btu/hr 46,998 Btu/hr 47,409 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) 45,198 Btu/hr 45,315 Btu/hr 45,318 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Constant Volume Constant Volume Constant Volume Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) No No No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(d) No No No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(e) No Economizer No Economizer No Economizer Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(g) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(i) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(k) No No No 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 104 of 138 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name Date Hilton Marbrisa Resort Sales Building 2/12/2013 Item or System Tags (i.e. AC-1, RTU-1, HP-1) Indicate Air Systems Type (Central, Single Zone, Packag e, VAV, or etc..) Item or System Tags (i.e. AC-1, RTU-1, HP-1) Zone FC_3-4 Number of Systems 1 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value Indicate Pat je Reference on Plans or Schedule and indicate the applicable exception(s) MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value T-24 Sections MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) 11.0 SEER/7.3 EER MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(b), 112(c) n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(c), 115(a) n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) 325 cfm MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(c) No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(c) No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(e) Programmable Switch MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(e) Setback Required MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(f) Gravity MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(g) n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 123 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 124 Attic, Roof Ins/4.2 PRESCRIPTIVE MEASURES Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a & b) 33,838 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) 0 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144{a&b) 46,350 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a & b) 45,438 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Constant Volume Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(d) No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(e) No Economizer Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(g) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(i) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeafCool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(k) No 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which•exception(s) to §144(g) apply. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 105 of 138 MECHANICAL VENTILATION AND REHEAT MECH-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 MECHANICAL VENTILATION (§121(b)2) REHEAT LIMITATION (§144(d)) AREA BASIS OCCUPANCY BASIS VAV MINIMUM A B C D E F G H 1 J K L M N Zone/System Condition Area (ft^) CFM per ft^ Min CFM By Area BXC Number Of People CFM per Person Min CFM by Occupant EXF REQ'D V.A. Max of DorG Design Ventilation Air CFM 50% of Design Zone Supply CFM BX0.4 CFM/ft" Max. of Columns H, J, K, 300 CFM Design Minimum Air Setpoint Transfer Air Zone FC_e-7 7,097 0.75 765 27.0 75.0 375 375 375 Zone FC_e-7 Total 375 375 Zone FC_B-2 7,262 0.15 789 27.3 75.0 320 320 320 Zone FC_B-2 Total 320 320 Zone FC_e-3 (OS-4 by SF-1) 7,232 0.15 785 723 76.5 203 203 203 Zone FC_B-3 Total 203 203 Zone FC_B-4 925 0.15 739 2.7 675 139 139 739 Zone FC_B-4 (OSA by SF-2) Total 139 739 Zone FCJS-5 7,555 0.15 233 4.0 58.5 233 233 233 Zone FC_B-5 (OSA by SF-3) Total 233 233 Zone FC_B-6 753 0.15 23 0.0 0.0 0 23 0 23 ZoneFC B-6' Total 23 0 Zone FC_B-7 792 0.15 29 0.0 0.0 0 29 0 29 Zone FC_B-7* Total 29 0 Zone FC_1-1 7,533 0.15 230 302 75.2 460 460 460 Totals Column 1 Total Design Ventilation Air Totals C Minimum ventilation rate per Section §121, Table 121-A. E Based on fixed seat or the greater of the expected number of occupants and 50% of the CBC occupant load for egress purposes for spaces without fixed seating. H Required Ventilation Air (REQ'D V.A.) is the larger of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column D or G). 1 Must be greater than or equal lo H, or use Transfer Air (column N) to make up the difference. J Design fan supply CFM (Fan CFM) x 50%; or the design zone outdoor airflow rate per §121. K Condition area (ft^) x 0.4 CFM / ft^; or L Maximum of Columns H, J, K, or 300 CFM M This must be less than or egual to Column L and greater than or equal to the sum of Columns H plus N. N Transfer Air must be provided where the Required Ventilation Air (Column H) is greater than the Design Minimum Air (Column M). Where required, transfer air must be greater than or equal to the difference between the Required Ventilation Air (Column H) and the Design Minimum Air (Column M), Column H minus M. EnergyPro 5.1 by Enemy Soft User Number 5151 RunCode: 2013-02-12709:34:05 ID: Page 106 of 138 MECHANICAL VENTILATION AND REHEAT MECH-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 MECHANICAL VENTILATION (§121(b)2) REHEAT LIMITATION (§144(d)) AREA BASIS OCCUPANCY BASIS VAV IVIINIMUM A B C D E F G H 1 J K L M N Zone/System Condition Area (ff^) CFM per ft= Min CFM By Area BXC Number Of People CFM per Person Min CFM by Occupant EXF REQ'D V.A. Max of DorG Design Ventilation Air CFM 50% of Design Zone Supply CFM BX0.4 CFM ltf Max. of Columns H, J, K, 300 CFM Design Minimum Air Setpoint Transfer Air ZoneFC_7-7 Total 460 460 Zone FC_1-2 7,729 0.75 769 73 30.0 219 279 279 Zone FC_ 7-2 Total 279 279 Zone FC_7-3 7,205 0.75 787 8.0 30.0 240 240 240 Zone FC_7-3 Total 240 240 Zone FC_7-4 7,708 0.75 766 76 30.0 228 228 228 Zone FC_ 7-4 Total 228 228 ZoneFC 1-5 245 0.75 37 7.0 0.0 0 37 0 37 Zone FC_ 1-5 (OSA by FC 1-3) Total 37 0 Zone FC_1-6 245 0.75 37 7.0 0.0 0 37 0 37 Zone FC_1-6 (OSA by FC 1-4) Total 37 0 ZoneFC 1-7 276 0.75 32 7.0 0.0 0 32 0 32 Zone FCJ-7 (OSA by FC 1-3) Total 32 0 Zone FC_1-8 276 0.75 32 7.0 0.0 0 32 0 32 Zone FC_1-8 (OSA by FC 1-4) Total 32 0 Totals Column 1 Total Design Ventilation Air C Minimum ventilation rate per Section §121, Table 121-A. E Based on fixed seat or the greater of the expected number of occupants and 50% of the CBC occupant load for egress purposes for spaces without fixed seating. H Required Ventilation Air (REQ'D V.A.) is the larger of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column D or G). 1 Must be greater than or equal to H, or use Transfer Air (column N) to make up the difference. J Design fan supply CFM (Fan CFM) x 50%; or the design zone outdoor airflow rate per § 121. K Condition area (ft^) x 0.4 CFM / ft^ or L Maximum of Columns H, J, K, or 300 CFM M This must be less than or equal to Column L and greater than or equal to the sum of Columns H plus N. N Transfer Air must be provided where the Required Ventilation Air (Column H) is greater than the Design Minimum Air (Column M). Where required, transfer air must be greater than or equal to the difference between the Required Ventilation Air (Column H) and the Design Minimum Air (Column M), Column H minus M. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:34:05 ID: Pape 707 of 138 MECHANICAL VENTILATION AND REHEAT MECH-3C Project Name Hilton Marbnsa Resort Sales Building Date 2/12/2013 MECHANICAL VENTILATION (§121(b)2) REHEAT LIMITATION (§144(d)) AREA BASIS OCCUPANCY BASIS VAV MINIMUM A B C D E F G H 1 J K L M N Zone/System Condition Area (ft^) CFM per ft= Min CFM By Area BXC Number Of People CFM per Person Min CFM by Occupant EXF REQ'D V.A. Max of DorG Design Ventilation Air CFM 50% of Design Zone Supply CFM BX0.4 CFM ltf Max. of Columns H, J, K, 300 CFM Design Minimum Air Setpoint Transfer Air Zone FC_7-9 760 0.75 774 7.6 23.0 775 775 775 Zone FC_ 7-9 Total 775 775 Zone FCJ-10 776 0.75 707 7.8 75.4 120 720 720 ZoneFC_1-10 Total 720 720 Zone FC_1-11 845 0.75 727 274 75.3 417 477 477 ZoneFC_7-77 Total 477 477 Zone FC_2-7 365 0.75 55 5.0 75.0 75 75 75 ZoneFC_2-7 Total 75 75 Zone FC_2-2 946 0.75 742 8.4 77.0 143 743 743 Zone FC_2-2 Total 743 743 Zone FC_2-3 7,407 0.75 270 29.2 75.0 438 438 438 Zone FC_2-3 Total 438 438 Zone FC_2-4 7,986 0.75 298 78.3 76.7 295 298 295 3 Zone FC_2-4 Total 298 295 Zone FC_2-5 732 0.75 770 248 75.0 372 372 372 Totals Column 1 Total Design Ventilation Air C Minimum ventilation rate per Section §121, Table 121-A. E Based on fixed seat or the greater of the expected number of occupants and 50% ot the CBC occupant load for egress purposes for spaces without fixed seating. H Required Ventilation Air (REQ'D V.A.) is the larger of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column D or G). 1 Must be greater than or equal to H, or use Transfer Air (column N) to make up the difference. J Design fan supply CFM (Fan CFM) x 50%: or the design zone outdoor airflow rate per §121. K Condition area (ft^) x 0.4 CFM / ft^ or L Maximum of Columns H, J, K, or 300 CFM M This must be less than or equal to Column L and greater than or equal to the sum of Columns H plus N. N Transfer Air must be provided where the Required Ventilation Air (Column H) is greater than the Design Minimum Air (Column M). Where required, transfer air must be greater than or equal to the difference between the Required Ventilation Air (Column H) and the Design Minimum Air (Column M), Column H minus M. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:34:05 ID: Page 108 of 138 MECHANICAL VENTILATION AND REHEAT MECH-3C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 MECHANICAL VENTILATION (§121(b)2) AREA BASIS OCCUPANCY BASIS VAV MINIMUM A B C D E F G H 1 J K L M N Zone/System Condition Area (ft=) CFM per ft' Min CFM By Area BXC Number Of People CFM per Person Min CFM by Occupant EXF REQ'D V.A. Max of DorG Design Ventilation Air CFM 50% of Design Zone Supply CFM BX0.4 CFM/ft' Max. of Columns H, J, K, 300 CFM Design Minimum Air Setpoint Transfer Air Zone FC_2-5 Total 372 372 Zone FC_2-6 406 0.75 67 3.4 78.3 63 63 63 Zone FC_2-6 Total 63 63 Zone FC_3-7 7.075 0.75 752 78.4 76.7 297 297 297 Zone FC_3-7 Total 297 297 Zone FC_3-2 7,068 0.75 760 79.7 75.0 296 296 296 Zone FC_3-2 Total 296 296 Zone FC_3-3 7,090 0.75 764 79.7 75.0 296 296 296 Zone FC_3-3 Total 296 296 Zone FC_3-4 7,030 0.75 755 27.5 75.7 325 325 325 Zone FC_3-4 Total 325 325 Totals Column 1 Total Design Ventilation Air REHEAT LIMITATION (§144(d)) Minimum ventilation rate per Section §121, Table 121-A. Based on fixed seat or the greater of the expected number of occupants and 50% of the CBC occupant load for egress purposes for spaces without fixed seating. Required Ventilation Air (REQ'D V.A.) is the larger of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column D or G). Must tie greater than or equal to H, or use Transfer Air (column N) to make up the difference. Design fan supply CFM (Fan CFM) x 50%; or the design zone outdoor airflow rate per §121. Condition area (ft') x 0.4 CFM / ft'; or Maximum of Columns H, J, K, or 300 CFM M This must be less than or equal to Column L and greater than or equal to the sum of Columns H plus N. N Transfer Air must be provided where the Required Ventilation Air (Column H) is greater than the Design Minimum Air (Column M). Where required, transfer air must be greater than or equal to the difference between the Required Ventilation Air (Column H) and the Design Minimum Air (Column M), Column H minus M. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:34:05 ID: Page 109 of 138 FAN POWER CONSUMPTION MECH-4C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fan §144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Zone FC_B-1 - Supply Fan 0.450 66.0% 700.0 % 7.0 509 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 509 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 7,400 A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SPt) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SPt) on Line 5. 4) SPa A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SPt) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1 -(SPa- 1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Une 6)' 0.363 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID: Pagi a 110 of 138 FAN POWER CONSUMPTION MECH-4C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of (an §144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Zone FC_B-2 - Supply Fan 0.450 66.0% 100.0% 1.0 509 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 509 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 7,400 A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SPa A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1 -(SPa-1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Line 3 x Une 6)' 0.363 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.1 by EnergySoft User Number 5757 RunCode: 2013-02-12709:17:07 ID: Page 111 of 138 FAN POWER CONSUMPTION MECH-4C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fan §144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 745 / (CXD) Zone FC_B-3 - Supply Fan 0.320 64.0% 100.0% 1.0 373 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 373 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 7.700 A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SPa A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1 -( SPa- 1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Une 3 x Une 6)' 0339 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 112 of 138 FAN POWER CONSUMPTION MECH-4C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of tan §144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Zone FC_B-4 fOSA by SF-2) - Supply Fan 0.100 49.0%, 100.0 % 1.0 152 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 752 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 600 A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SPa A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SR, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1 -{SPa-1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Une 3 x Une 6)' 0.254 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 113 of 138 FAN POWER CONSUMPTION MECH-4C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fan §144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Zone FC_6-5 (OSA by SF-3} - Supply Fan 0.230 60.0 % 100.0% 1.0 286 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of fhe Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 286 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of fhe Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 700 A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SPa A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1 -(SPa- 1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Une 3 x Une 6)' 0409 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. gnergyPro 5.7 by EnergySoft User Numtier 5151 RunCode: 2013-02-12709:17:07 ID: Page 114 of 138 FAN POWER CONSUMPTION MECH-4C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fan §144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Zone FC_B-6* - Supply Fan 0.440 66.0% 100.0% 1.0 497 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 497 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 425 A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SPa A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1-( SPa-1)/SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Une 3 x Une 6)' 1.170 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 115 of 138 FAN POWER CONSUMPTION MECH-4C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fan §144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Zone FC_e-7* - Supply Fan 0.480 66.0% 100.0% 1.0 543 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 543 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 775 A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SPa A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1 -(SP, -1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Une 3 x Une 6)' 0.700 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 116 of 138 FAN POWER CONSUMPTION MECH-4C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) A B c D E F Fan Description Design Brake HP Efficiency Number of Fans Peak Watts B X E X 746 / (CXD) Fan Description Design Brake HP Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Zone FC_7-7 - Supply Fan 0.450 66.0% 100.0% 7.0 509 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 509 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 7,400 A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SPa A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1 -( SPa-1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Une 3 x Une 6)' 0363 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 117 of 138 FAN POWER CONSUMPTION MECH-4C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) A B C D E F Fan Description Design Brake HP Efficiency Number of Fans Peak Watts B X E X 746 / (CXD) Fan Description Design Brake HP Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Zone FC_1-2 - Supply Fan 0.230 60.0 % 700.0 % 7.0 286 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 2) SUPPLY DESIGN AIRFLOW (CFM) 286 800 A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM 4) SPa 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1 -(SPa- 1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Une 3 x Une 6)' 0.357 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 118 of 138 FAN POWER CONSUMPTION MECH-4C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horse|X)wer greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fan §144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Zone FC_ 7-3 - Supply Fan 0.230 60.0% 100.0 % 1.0 286 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 286 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 800 A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SPa A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1 -(SPa-1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Une 3 x Une 6)' 0.357 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 119 of 138 FAN POWER CONSUMPTION MECH-4C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fan §144(c). B D Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Zone FC_ 7-4 - Supply Fan 0.230 60.0% 100.0% 1.0 286 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 286 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 800 A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SPa A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1 -(SPa- 1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Une 3 x Une 6)' 0.357 W/CFM TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 120 of 138 FAN POWER CONSUMPTION MECH-4C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fan §144(c). B D Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Zone FC_7-5 - Supply Fan 0.230 60.0% 100.0% 1.0 286 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 286 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 500 A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SPa A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1 -(SPa- 1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Une 3 x Une 6)' 0.572 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID: Page 121 of 138 FAN POWER CONSUMPTION MECH-4C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fan §144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Zone FC_1-6 - Supply Fan 0.230 60.0% 100.0 % 1.0 286 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 286 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 500 A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SPa A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1 -(SPa- 1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Une 3 x Une 6)' 0572 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID: Page 122 of 138 FAN POWER CONSUMPTION MECH-4C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fan §144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Zone FC_1-7 - Supply Fan 0.230 60.0% 100.0% 1.0 286 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 286 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 500 A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SPa A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1 -(SPa- 1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Une 3 x Une 6)' 0.572 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID: Page 123 of 138 FAN POWER CONSUMPTION MECH-4C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive /^proach. See Power Consumption of tan §144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Zone FC_7-8 - Supply Fan 0.230 60.0% 100.0% 1.0 286 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 286 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 500 A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SPa A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1 -(SPa - 1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Une 3 x Une 6)' 0.572 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID: Page 124 of 138 FAN POWER CONSUMPTION MECH-4C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 NOTE; Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption ot tan §144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Zone FC_ 7-9 - Supply Fan 0.230 60.0% 100.0% 1.0 286 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 286 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 800 A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SPa A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment =1-(SPa-1)/SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Une 3 x Une 6)' 0357 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID: Page 125 of 138 FAN POWER CONSUMPTION MECH-4C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fan §144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Zone FC_7-70 - Supply Fan 0.230 60.0% 100.0% 1.0 286 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 286 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 800 A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SPa A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1 -(SPa- 1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Une 3 x Une 6)' 0.357 W/CFM \. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.7 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID: Page 126 of 138 FAN POWER CONSUMPTION MECH-4C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fan §144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Zone FC_7-7 7 - Supply Fan 0.320 64.0% 100.0% 1.0 373 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 373 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 7,200 A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SPa A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1 -(SPa- 1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Une 3 x Une 6)' 0.377 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.7 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID: Page 127 of 138 FAN POWER CONSUMPTION MECH-4C Project Name Hilton Marbnsa Resort Sales Building Date 2/12/2013 NOTE: Provide one copy of this worksheet for each tan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fan §144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Zone FC_2-7 - Supply Fan 0.230 60.0% 100.0% 1.0 286 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 286 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 800 A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SPa A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1 -(SPa - 1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Une 3 x Une 6)' 0.357 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID: Page 128 of 138 FAN POWER CONSUMPTION MECH-4C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fan §144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Zone FC_2-2 - Supply Fan 0.230 60.0% 100.0% 1.0 286 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 286 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 900 A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SPa A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1 -{ SPa- 1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Une 3 x Une 6)' 0378 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID: Page 129 of 138 FAN POWER CONSUMPTION MECH-4C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fan §144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Zone FC_2-3 - Supply Fan 0.450 66.0% 100.0 % 1.0 509 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 509 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 7,400 A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SPa A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1 -(SPa- 1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Une 3 x Une 6)' 0.363 W/CFM TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 130 of 138 FAN POWER CONSUMPTION MECH-4C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fan §144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Zone FC_2-4 - Supply Fan 0.870 77.0% 100.0 % 1.0 843 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 843 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 2,000 A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SPa A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1-( SPa-1)/SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Une 3 x Une 6)' 0427 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 131 of 138 FAN POWER CONSUMPTION MECH-4C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fan §144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Zone FC_2-5 - Supply Fan 0.230 60.0% 100.0 % 1.0 286 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 286 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 900 A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SPa A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1 -(SPa-1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Une 3 x Une 6)' 0.378 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.1 by EnergySoft User Numben 5757 RunCode: 2013-02-12709:17:07 ID: Page 132 of 138 FAN POWER CONSUMPTION MECH-4C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fan §144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Zone FC_2-6 - Supply Fan 0.150 55.0% 100.0% 1.0 203 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) ot the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 203 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) ot the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 600 A) It filler pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) It filler pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SPa A) It filler pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1-{ SPa-1)/SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Une 3 x Une 6)' 0.339 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.1 by EnergySoft User Numben 5757 RunCode: 2013-02-12709:17:07 ID: Page 133 of 138 FAN POWER CONSUMPTION MECH-4C Project Name Hilton Marbnsa Resort Sales Building Date 2/12/2013 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fan §144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Zone FC_3-7 - Supply Fan 0.450 66.0% 100.0% 1.0 509 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards, 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 509 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards, 2) SUPPLY DESIGN AIRFLOW (CFM) 7.400 A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SPa A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1 -( SPa-1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Une 3 x Une 6)' 0363 W/CFM 1.. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.7 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 134 of 138 FAN POWER CONSUMPTION MECH-4C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fan §144(c). A B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Zone FC_3-2 - Supply Fan 0.450 66.0% 100.0% 1.0 509 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 509 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 7,400 A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SPa A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1 -( SPa-1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Une 3 x Une 6)' 0.363 W/CFM TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 135 of 138 FAN POWER CONSUMPTION MECH-4C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fan §144(c). B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Zone FC_3-3 - Supply Fan 0.450 66.0% 100.0% 1.0 509 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 509 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 7.400 A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SPa A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1 -(SPa-1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Une 3 x Une 6)' 0.363 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.1 by EnergySoft User Numben 5151 RunCode: 2013-02-12709:17:07 ID: Page 136 of 138 FAN POWER CONSUMPTION MECH-4C Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 NOTE: Provide one copy of this worksheet for each fan system with a total fan system horsepower greater than 25 hp for Constant Air Volume (CAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. See Power Consumption of fan §144(c). A B Fan Description Design Brake HP Efficiency Motor Drive Number of Fans Peak Watts B X E X 746 / (CXD) Zone FC_3-4 - Supply Fan 0.450 66.0% 100.0% 1.0 509 TOTALS AND ADJUSTMENTS FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 1) TOTAL FAN SYSTEM POWER (WATTS, SUM COLUM F) 509 FILTER PRESSURE ADJUSTMENT Equation 144-A in §144(c) of the Energy Standards. 2) SUPPLY DESIGN AIRFLOW (CFM) 7,400 A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1 / Row 2) W/CFM A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 4) SPa A) If filter pressure drop (SPa) is greater than 1 inch W. C. or 245 Pascal then enter SPa on line 4. Enter Total Fan pressure drop across the fan (SP,) on Line 5. 5) SP, B) Calculate Fan Adjustment and enter on line 6. 6) Fan Adjustment = 1 -( SPa - 1) / SP, C) Calculate Adjusted Fan Power Index and enter on Row 7 7) ADJUSTED FAN POWER INDEX (Une 3 x Une 6)' 0.363 W/CFM .1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not exceed 0.8 W/CFM for Constant Volume systems or 1.25 W/CFM for VAV systems. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID: Page 137 of 138 MECHANICAL MANDATORY MEASURES: NONRESIDENTIAL MECH-MM Project Name Hilton Marbrisa Resort Sales Building Date 2/12/2013 Equipment and System Efficiencies §iii-. Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. §115(a): Fan type central furnaces shall not have a pilot light. §123: Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123. §124: Air handling duct systems shall be installed and insulated in compliance with Sections 601, 602, 603, 604, and 605 of the CMC Standards. Controls §122(e): Each space conditioning system shall be installed with one of the foilowing: 1A. Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off-hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends and have program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted; or IB. An occupancy sensor to control the operating period of the system; or 1C. A 4-hour timer that can be manually operated to control the operating period of the system. 2. Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint. §122(g): Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall be controlled by a time control device as described above. §122(0): Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. §122(b): Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone §122(a&b): Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reciuced to a minimum. Ventilation §121 (e); Controis shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. §122(f): All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. §121(f): Ventilation System Acceptance. Before an occupancy permit is granted for a newly constructed building or space, or a new ventilating system serving a building or space is operated for normal use, all ventilation systems serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance Service Water Heating Systems §113(0) Installation 3. Temperature controls for public lavatories. The controls shall limit the outlet Temperature to 110" F. 2. Circulating service water-heating systems shall have a control capable of automatically turning off the circulating pump when hot water is not required. EnergyPro 5.1 by EnergySoft User Number 5151 RunCode: 2013-02-12709:17:07 ID: Page 138 of 138 Tumble Dryers 11,3 Kilogram (25 Pound) Capacity 13,6 Kilogram (30 Pound) Capacity 16 Kilogram (35 Pound) Capacity Stacked 13,6 Kilogram (30 Pound) Capacity Stacked 20,4 Kilogram (45 Pound) Capacity 25 Kilogram (55 Pound) Capacity starting Serial No. 0602004144 Refer to Page 6 for Model Identification C€ Original Instructions Keep These Instructions for Future Reference. (If this machine changes ownership, this manual must accompany machine.) RECEIVED FEB 25 ^0^3 CITY OF CARLSBAD BUILDING DIVISION o s O o p ft p s o Laundry Systems www.alliancelaundry.com PartNo. 7045830IENR3 January 2013 Installation must conform with local codes or, in the absence of local codes, with: In the U.S.A., installation must conform to the latest edition ofthe American National Standard Z223.1/ NFPA 54 "National Fuel Gas Code" and Standard ANSI/NFFA 70 "National Electric Code." In Canada, installation must comply with Standards CAN/CSA-B 149.1 or Natural Gas and Propane Installation Code and CSA C22.1, latest edition, Canadian Electric Code, Part I. In Australia and New Zealand, installation must comply with the Gas Installations Standard AS/NZS 5601 Part 1: General Installations. A WARNING FOR YOUR SAFETY, the information in this manual must be followed to minimize the risk of fire or explosion or to prevent property damage, personal injury or death. • Do not store or use gasoline or other flammable vapors and liquids in the vicinity of this or any other appliance. • WHAT TO DO IF YOU SMELL GAS: - Do not try to light any appliance. - Do not touch any eiectrical switch; do not use any phone in your building. - Clear the room, building or area of all occupants. - Immediately call your gas supplier from a neighbor's phone. Follow the gas supplier's instructions. - If you cannot reach your gas supplier, call the fire department. • Installation and service must be performed by a qualified installer, service agency or the gas supplier. W052 IMPORTANT: Information must be obtained from a local gas supplier on instructions to be followed if the user smeUs gas. These instructions must be posted in a prominent location. Step-by-step instructions of the above safety information must be posted in a prominent location near the tumble dr>'er for customer use. 70458301 (EN) ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT WARNING To reduce the risk of electric shock, fire, explosion, serious injury or death: • Disconnect electric power to the tumble dryer before servicing. • Close gas shut-off valve to gas tumble dryer before servicing. • Close steam valve to steam tumble dryer before servicing. • Never start the tumble dryer with any guards/panels removed. • Whenever ground wires are removed during servicing, these ground wires must be reconnected to ensure that the tumble dryer is properly grounded. WQ02R1 A WARNING • installation of unit must be performed by a qualified installer. • Install tumble dryer according to manufacturer's instructions and local codes. • DO NOT install a tumble dryer with flexible plastic venting materials. If flexible metal (foil type) duct is installed, it must be of a specific type identified by the appliance manufacturer as suitable for use with tumble dryer. Refer to section on connecting exhaust system. Flexible venting materials are known to collapse, be easily crushed, and trap lint. These conditions will obstruct tumble dryer airflow and increase the risk of fire. The foliowing information applies to the state of Massachusetts, USA. • This appliance can only be installed by a Massachusetts licensed plumber or gas fitter. • This appliance must be installed with a 91 cm (36 inch) long flexible gas connector. • A "T-Handle" type gas shut-off valve must be installed in the gas supply line to this apphance. • This appliance must not be installed in a bedroom or bathroom. ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Table of Contents Introduction 6 Model Identification 6 • Contact Information 9 Safety Information 10 Important Safety Instructions 11 Speciflcations and Dimensions 13 Cabinet Dunensions - 025, 030, 035 and 055 Series 15 Cabinet Dimensions - T30 and T45 Series 16 Exhaust Outlet Locations - 025, 030, 035 and 055 Series 17 Exhaust Outlet Locations - T30 and T45 Series 18 Gas Connection Locations - 025, 030, 035 and 055 Series 19 Gas Connection Locations - T30 and T45 Series 20 Electrical Connection Locations - 025, 030, 035 and 055 Series 21 Electrical Cormection Locations - T30 and T45 Series 22 Steam Connection Locations - 025, 030 and 035 Series 23 Steam Connection Locations - T30 Series 24 Installation 25 Pre-Installation Inspection 25 Location Requirements 25 Position and Level the Tumble Dryer 27 Fire Suppression System 28 Check Local Codes and Permits 28 Water Requirements 28 Water Connections 28 Electrical Requirements 29 Auxiliary Alann 30 To Reverse the Loading Door - 025, 030, 035 and 055 Series 30 Before Placing Tumble Dryer into Service 33 Required for CE Models Only 34 Installing CE Gas Tumble Dryer 34 General Information 34 Orifices 35 Properties of CE Gases 36 Basic Configuration 37 Specific Conversion Procedures 37 Exhaust Requirements 40 Layout 40 Make-UpAir 40 Venting 40 Individual Venting 41 Manifold Venting 43 Gas Requirements 46 Gas Supply Pipe Sizing and Looping 48 High Altitude Bmner Orifice Sizing 50 Electrical Requirements 52 © Copyright 2013, Alhance Laundry Systems LLC All rights reserved. No part ofthe contents of this book may be reproduced or transmitted in any fomi or by any means without the expressed woitten consent of the publisher. 70458301 (EN) ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT Wiring Diagram 52 Grounding Instructions 53 For CE Models Only 53 Service/Ground Location 54 To Coimect Electrical Service To The Tumble Dryer 57 Configuring Your Tumble Dryer for Other Service Voltages 57 Electrical Connections for T30 and T45 Only 57 Conversion Instructions 58 Ferrite Ring Installation (025, 030, 035 and 055 Series Only) 60 Electrical Specifications 61 Steam Requirements 66 Piping Recommendations 66 Installing Steam Trap and Making Condensate Return Connections 67 Single Drop Timer 69 Power-Up Mode 69 Ready Mode 69 Start Mode 69 Run Mode 69 Setting Dry Time Dipswitches 69 Resetting Cycle Time to Zero 69 Dipswitch Settings 70 Operating Instructions 72 Emergency Stop Button on CE Models 72 Operating Instructions 73 Control Instructions 74 Dual Digital Timer Control 74 Electronic OPL Micro Control 76 Single Drop Control 77 MDC Coin and Card Control 79 Quantum Control 80 Galaxy 600 Control 81 LED OPL Control 82 UniLinc Control 83 DX4 Coin Control 84 DX4 OPL Control 84 Diagnostic Microprocessor Control 85 DMP OPL Models 86 DMPCom 88 Ignition Control Operation for Non-CE Models 92 Ignition Control Operation for CE Models 93 Adjustments 95 Airflow Switch 95 Loading Door Switch 95 Door Strike 96 Maintenance 97 Daily 97 Monthly 98 Quarterly 98 Bi-Annually 98 ) Copyr-ight, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Annually 98 Fire Suppression System Maintenance Test 99 Before You CaU for Service 101 Removing Tumble Dryer from Service 101 Disposal of Unit 102 70458301 (EN) © Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT Introduction Model Identification Information in this manual is applicable to these models; Gas Steam Electric CHD25G2-CA025L HA025L ST025N CHD25S2-CT025S IT025S CHD25E2-CT025E IT025E CHD25G2-CA025N HA025N SU025L CHD25S2-CU025S ST025S CHD25E2-CU025E ST025E CHD25G2-CT025L HK025N SU025N DR25S2-BT025S SU025S DR25E2-BT025E SU025E CHD25G2-CT025N HT025L UA025L DR25S2-BU025S UT025S DR25E2-BU025E UT025E CHD25G2-CU025L HT025N UA025N HT025S UU025S HT025E UU025E CHD25G2-CU()25N HU025L UK025N HU025S YT025S HU025E YT025E 025 CK025N HU025N UT025L IPD25S2 YU025S IPD25E2 YU()25E Series DR25G2-BA025L IPD25G2 UT025N DR25G2-BA025N IT025L UU025L DR25G2-BK025N IT025N UU025N DR25G2-BT025L SA025L YT025L DR25G2-BT025N SA()25N YT025N DR25G2-BU025L SK025N YU025L DR25G2-BU025N ST025L YU025N CHD-30G2-CA030L HA030L ST030L CHD30S2-CT030S IT030S CHD30E2-CT030E IT030E CHD30G2-CA030N HA030N ST030N CHD30S2-CU030S ST030S CHD30E2-CU030E ST030E CHD30G2-CT030L HK030N SU030L DR30S2-BT030S SU030S DR30E2-BT030E SU030E CHD30G2-CT030N HT030D SU030N DR30S2-BU030S UT030S DR30E2-BU030E UT030E CHD30G2-CU030L HT030L UA030L HT030S UU030S HT030E LTJ030E CHD30G2-CU030N HT030N UA030N HU030S YT030S HU030E YT030E CK030N HU030L UK030N IPD30S2 YU030S IPD30E2 YU030E 030 DR30G2-BA030L HU030N UT030L DR30G2-BA030N IPD30G2 UT030N DR30G2-BK030N IT030L UU030L DR30G2-BT030D IT030N UU030N DR30G2-BT030L SA030L YT030L DR30G2-BT030N SA030N YT030N DR30G2-BU030L SK030N YU030L DR30G2-BU030N ST030D YU030N CHD30STG2-CAT30L HAT30L SKT30N CHD30STS2-CTT30S ITT30S CHD30STE2-CTT30E ITT30E CHD30STG2-CAT30N HAT30N STT30D CHD30STS2-CUT30S STT30S CHD30STE2-CUT30E STT30E CHD30STG2-CTT30L HKT30N STT3()L DRST30S2-BTT30S SUT30S DRST30E2-BTT30E SUT30E CHD30STG2-CTT30N HTT30D STT30N DRST30S2-BUT30S UTT30S DRST30E2-BUT30E UTT30E CHD30STG2-CUT30L HTT30L SUT30L HTT30S UUT30S HTT30E UUT30E CHD30STG2-CUT30N HTT30N SUT30N HUT30S HUT30E CKT30N HUT30L UAT30L IPD30STS2 IPD30STE2 130 DR335 HUT30N UAT30N Series DR335G2-BKT30N IPD3()STG2 UKT30N DRST30G2-BAT30L ITT30L UTT30L DRST30G2-BAT30N ITT30N UTT30N DRST30G2-BTT30D MTT30N UUT30L DRST30G2-B1T30L NTT30N UUT30N DRST30G2-BTT30N SAT30L DRST30G2-BUT30L SAT30N DRST30G2-BUT30N (Continued) »Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Introduction (Continued) Gas Steam Electric 035 Series AT035L AT035N CHD35G2-CA035L CHD35G2-CA035N CHD35G2-CT035L CHD35G2-CT035N CHD35G2-CU035L CHD35G2-CU035N CK035N DR35G2-BA035L DR35G2-BA035N DR35G2-BK035N DR35G2-BT035L DR35G2-BT035N DR35G2-BU035L DR35G2-BU035N HA035L HA035N HK035N HT035L HT035N HU035L HU()35N IPD35G2 IT035L IT035N SA035L SA035N SK035N ST035L ST035N SU035L SU035N UA035L UA035N UK035N UT035L UT035N UU035L UU035N YT035L YT035N YU035L Y'U035N AT035S IT035S CHD35S2-CT035S ST035S CHD35S2-CU035S SU035S DR35S2-BT035S UT035S DR35S2-BU035S UU035S HT035S YT035S HU035S YU035S IPD35S2 AT035E IT035E CHD35E2-CT035E ST035E CHD35E2-CU035E SU035E DR35E2-BT035E UT035E DR35E2-BU035E UU035E HT035E YT035E HU035E YU035E IPD35E2 T45 Series CKT45N CTT45L CTT45N DR445G2-BAT45L DR445G2-BAT45N DR445G2-BKT45N DR445G2-BTT45D DR445G2-BTT45L DR445G2-BTT45N DR445G2-BUT45L DR445G2-BUT45N DRST45G2-BAT45L DRST45G2-BAT45N DRST45G2-BTT45D DRST45G2-BTT45L DRST45G2-BTT45N DRST45G2-BUT45L DRST45G2-BUT45N HAT45L HAT45N HKT45N HTT45D HTT45L HTT45N HUT45L HUT45N IPD45STG2 1TT45L ITT45N MTT45N NTT45N SAT45L SAT45N SKT45N STT45D STT45L STT45N SUT45L SUT45N UAT45L UAT45N UKT45N UTT45L UTT45N UUT45L UUT45N Not Applicable Not Applicable 055 Series CA055L CA055N CK055N CT055L CT055N CU055L CU055N DR55SG2- DR55SG2- DR55SG2- DR55SG2- DR55SG2- DR55SG2- DR55SG2- DR55SG2- BA055L BA055N BK055N BT055D BT055L BT055N BU055L BU055N HA055L HA055N HK055N HT055D HT055L HT055N HU055L HU055N IPD55G2 IT055L IT055N SA055L SA055N SK055N ST055D ST055L ST055N SU055L SU055N UA055L UA055N UK055N UT055L UT055N UU055L UU055N CT055E IPD55E2 CU055E IT055E DR55SE2-BT055E ST055E DR55SE2-BU055E SU055E HT055E UT055E HU055E UU055E Not Applicable (see next page for suffixes) 70458301 (EN) © Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT Introduction Includes models with the following control suffixes: 3B-reversing DX4 vended KW-reversing prep for coin R3-reversing DX4 OPL 30-DX4 OPL KX-prep for coin RE-reversing LED OPL 3V-DX4 vended KY-prep for card RQ-reversing dual digital timer 3W-reversing DX4 prep for coin KZ-reversing prep for card RU-reversing UniLinc OPL 3X-DX4 prep for coin LB-reversing network adaptable SD-single drop BB-reversing basic electronic, coin coin sx-single drop, prep for coin BC-basic electronic, coin LC-network adaptable coin uo-UniLinc OPL BG-basic electronic, OPL mode LW-reversing network adaptable. WB-reversing network ready coin BL-basic electronic, central pay prep for coin WC-network ready coin BW-reversing basic electronic, prep LX-network adaptable, prep for w--reversing network ready, prep for coin coin for coin BX-basic electronic, prep for coin LY-network adaptable, prep for wx-network ready, prep for coin BY-basic electronic, prep for card card network ready, prep for card BZ-reversing basic electronic, prep LZ-reversing network adaptable. wz-reversing network ready, prep for card prep for card for card DO-DMP OPL NC-NetMaster coin zc-NetMaster network coin DV-DMP vended NR-NetMaster card ZR-NetMaster network card DX-DMP prep for coin NX-NetMaster, prep for coin ZX-NetMaster network, prep for EO-LED OPL NY-NetMaster, prep for card coin KB-reversing single coin OM-OPL micro ZY-NetMaster network, prep for KC-single coin QT-dual digital timer card © Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Introduction Contact Information If sendee is required, contact the nearest Factory Authorized Service Center. If you are unable to locate an authorized service center or are unsatisfied with the serv ice perfonned on your unit, contact: Alliance Laundry Systems Shepard Street P.O. Box 990 Ripon, WI 54971-0990 U.S.A. www.alliancelaundry.com Phone: +1 (920) 748-3121 Ripon, Wisconsin +32 56 41 20 54 Wevelgem, Belgium When calling or writing about your unit, PLEASE GIVE THE MODEL AND SERIAL NUMBERS. The model and serial numbers are located on the nameplate. The nameplate will be in the location shown in Figure 1. Date Purchased Model Number Serial Number Please include a copy of your bill of sale and any service receipts you have. A WARNING To reduce the risk of serious injury or death, DO NOT repair or replace any part ofthe unit or attempt any servicing unless specifically recommended in the user-maintenance instructions or in published user-repair instructions that you understand and have the skills to carry out. If replacement parts are required, contact the source from where you purchased your tumble drver or call +1 (920) 748-3950 or +32 56 41 20 54 for'the name and address of the nearest authorized parts distributor. M iji TMB2098N Serial Plate TMB1974N Figure 1 70458301 (EN) > Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT Safety Information Precautionary statements ("DANGER," "WARNING," and "CAUTION"), followed by specific instructions, are found in this manual and on machine decals. These precautions are intended for the personal safety of the operator, user, servicer, and those maintaining the machine. DANGER Indicates an imminently hazardous situation that. If not avoided, will cause severe personal Injury or death. WARNING Indicates a hazardous situation that, if not avoided, could cause severe personal Injury or death. CAUTION Indicates a hazardous situation that, if not avoided, may cause minor or moderate personal injury or property damage. Additional precautionary statements ("IMPORTANT" and "NOTE") are followed by specific instructions. IMPORTANT: The word "IMPORTANT" is used to inform the reader of specific procedures where minor machine damage will occur if the procedure is not followed. NOTE: The word "NOTE" is used to communicate installation, operation, maintenance or servicing information that is important but not hazard related. A WARNING Failure to install, maintain, and/or operate this machine according to manufacturer's instructions may result in conditions which can produce serious injury, death and/or property damage. W051R1 NOTE: The WARNING and IMPORTANT instructions appearing in this manual are not meant to cover all possible conditions and situations that may occur. It must be understood that common sense, caution and carefulness are factors which CANNOT be built into this tumble dryer. These factors MUST BE supplied by the person(s) instaUing, maintaining or operating the tumble dryer. Always contact your dealer, distributor, service agent or the manufacturer on any problems or conditions you do not understand. 10 ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Safety information Save These Instructions Important Safety Instructions A WARNING To reduce the risk of fire, electric shock, serious injury or death to persons when using your tumbler, follow these basic precautions. 1. Read all instructions before using the tumble dryer. 2. Install the tumble dryer according to the INSTALLATION instructions. Refer to the EARTHING (groimding) instructions for the proper earthing (grounding) of the tumble dryer. All coimections for electrical power, earthing (grounding) and gas supply must comply with local codes and be made by licensed personnel when required. It is recommended that the machine be installed by qualified technicians. 3. Do not install or store the tumble dryer where it will be exposed to water and/or weather. The tumble dryer cannot be used in a closed room where the air supply is insufficient. If necessary, ventilation grids must be installed in the doors or the windows. 4. This apphance must not be activated w'ithout lint' foam filter. 5. When you perceive a gas odor, immediately switch off the gas supply and ventilate the room. Do not switch on electricai appliances and do not pull electrical switches. Do not use matches or lighters. Do not use a phone in the building. Warn the fitter, and if so desired, the gas company, as soon as possible. 6. To avoid fire and explosion, keep surrounding areas fi^ee of flammable and combustible products. Regularly clean the dryer dnun and exhaust tube should be cleaned periodically by competent maintenance personnel. Daily remove piled up dust from filter and inside of filter compartment. 7. Do not use or store flammable materials near this appliance. 8. Do not dry articles that have been previously cleaned in, washed in, soaked in or spotted with gasoline or machine oils, vegetable or cooking oils, cleaning waxes or chemicals, dry-cleaning solvents, thinner or other flammable or explosive substances as they give off vapors that could ignite, explode or cause fabric to catch on fire by itself 9. Do not spray aerosols in the vicinity of this appliance while it is in operation. 10. Items such as foam rubber (latex foam), shower caps, waterproof textiles, rubber backed articles and clothes or pillows filled with foam rubber pads should not be dried in the tumble dryer. Do not use the appliance to dry materials with a low melting temperature (PVC, rubber, etc.). 11. Do not tumble fiberglass curtains and draperies unless the label says it can be done. If they are dried, wipe out the cylinder with a damp cloth to remove particles of fiberglass. 12. Do not allow children on or in the tumble dryer. This appliance is not intended for use by young children or infirm persons without supervision. Young children should be supervised to ensure that they do not play with the appliance. 13. Do not reach into the tumble dryer if the cylinder is revolving. 14. Use tumble dryer only for its intended purpose, drying fabrics. Always follow the fabric care instructions supplied by the textile manufacturer and only use the dryer drum to dry textiles that have been washed in water. Only insert spin- dried linen in the dryer. 15. Always read and follow manufacturer's instructions on packages of laundry and cleaning aids. Heed all wamings or precautions. To reduce the risk of poisoning or chemical bums, keep them out of the reach of children at all times (preferably in a locked cabinet). 16. Do not use fabric softeners or products to eliminate static unless recommended by the manufacturer of the fabric softener or product. 17. Remove laundry immediately after tumble dryer stops. 70458301 (EN) ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 11 Safety Information 18. DO NOT operate the tumble dryer if it is smoking, grinding or has missing or broken parts or removed guards or panels. DO NOT tamper with the controls or bypass any safety devices. 19. Tumble dryer will not operate with the loading door open. DO NOT bypass the door safety switch to pennit the tumble dryer to operate with the door open. The tumble dryer will stop tumbling when the door is opened. Do not use the tumble dryer if it does not stop tumbling when the door is opened or starts tumbling without pressing or tuming the START mechanism. Remove the tumble dryer fi-om use and call for service. 20. Tumble dryer(s) will not operate with lint panel open. DO NOT bypass lint panel safety switch to permit the tumble dryer to operate with the lint panel open. 21. Do not modify this appliance. 22. Always clean the lint filter daily. Keep area aroimd the exhaust opening and adjacent surrounding area free fi-om the accumulation of lint, dust and dirt. The interior of the tumble dryer and the exhaust duct should be cleaned periodically by quahfied service personnel. 23. Solvent vapors fi-om dry-cleaning machines create acids when drawn tiirough the heater of the drying unit. These acids are corrosive to the tumble dryer as well as the laundry load being dried. Be sure make-up air is fi-ee of solvent vapors. 24. At the end of each working day, close off all main supplies of gas, steam and current. 25. Do not repair or replace any part of the tumble dryer, or attempt any servicing unless specifically recommended in the user-maintenance instmctions or in published user-repair instructions that the user understands and has the skills to carry out. ALWAYS discoimect and lockout the electrical power to the tiunble dryer before servicing. Disconnect power by shutting off appropriate breaker or ftise. 26. Before the tumble dryer is removed from ser\'ice or discarded, remove the door to the drying compartment and the door to the lint compartment. 27. Failure to install, maintain, and/or operate this timible dryer according to the manufacturer's instructions may result in conditions which can produce bodily injury and/or property damage. NOTE: The WARNINGS and IMPORTANT SAFETY INSTRUCTIONS appearing in this manual are not meant to cover all possible conditions and situations that may occur. Common sense, caution and care must be exercised when instaUing, maintaining, or operatiag the tumble dryer. Always contact your dealer, distributor, service agent or tlie manufacturer on any problems or conditions you do not understand. 12 ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301(EN) Specifications and Dimensions Specifications 025 Series 030 Series 035 Series 055 Series Noise level measured during operation at operator position of 1 meter (3.3 feet) in front of machine and 1.6 meters (5.2 feet) from floor 60 dBA 61 dBA 63 dBA 63 dBA Net Weight (approximate): kg (Pounds) 137 (300) 150 (330) 163 (360) 197 (435) Standard Packaging Weight: kg (Pounds) 151 (332) 165 (364) 179 (394) 216 (476) Standard Packaging Shipping Dimensions: mm (inch) 762X1092X 1753 (30 X 43 X 69) 762 X 1245 X 1753 (30 X 49 X 69) 838 X 1245 X 1753 (33 X 49 X 69) 902 X 1499 X 1829 (35.5 X 59 X 72) Siat Crate Packaging Weight: kg(Pounds) 184 (406) 202 (446) 218 (480) 2.30 . (506) Slat Crate Shipping Dimensions: mm (Inch) 876 X 1168X 2229 (.34.5 X 46 X 87.75) 876X1321X 2229 (34.5 X 52 X 87.75) 953 X1321X 2229 (37.5 X 52 X 87.75) 1016 X 1524 X . 2216 (40 X 60 X 87.25) Cylinder Size: mm (Inch) 673x610 (26.5 X 24) 673 X 762 (26.5 X 30) 762 X 762 (30 X 30) 838 X 889 (33 X 35) Cylinder Capacity (dry weight): kg (Pounds) 11.3 (25) 13.6 (30) 15.9 (35) 24.9 (55) Drive Motor: kW (IHorsepovtrer) 0.1865 (1/4) 0.1865 (1/4) 0.1865 (1/4) Nonreversing 0..373 (l/'2) Reversing 0.1865(1/4) Fan Motor: kW (Horsepower) 0.1865 (1/4) 0.1865 (1/4) 0.1865 (1/4) 0.373 (1/2) • Maximum Airflow per Pocket: I/sec (C.F.M.) 50 Hertz 203 (430) 203 (430) 260 (550) 283 (600) Maximum Airflow per Pocket: I/sec (C.F.M.) 60 Hertz 236 (500) 236 (500) 307 (650) 330 (700) Maximum Static Back Pressure: mbar (Inch W.C.) 50 Hertz 1.5 (0.6) 1.5 (0.6) 1.3 (0.5) 1.3 (0.5) Maximum Static Back Pressure: mbar (Inch W.C.) 60 Hertz 2.0 (0.8) 2.0 (0.8) 1.5 (0.6) 1.5 (0.6) Gas Models Gas Connection 1/2 in. NPT 1/2 in. NPT 1/2 in. NPT 1/2 in. NPT Gas Burner Rating: kW, Mj/hr. (Btu/hr.) 50 Hertz 18.7, 67.5 (64,000) 21.4, 77 (73.000) 26.4, 95 (90,000) 29.9, 107.6 (102,000) Gas Burner Rating: kW, Mj/hr. (Btu/hr.) 60 Hertz 18.7, 67.5 (64,000) 21.4, 77 (73,000) 26.4, 95 (90.000) 32.8, 118.2 (112,000) Electric Models Heating Element Rating: 400,/50/3 10 kW 21 kW 24 kW 27 kW Heating Element Rating: Standard 12kW 21 kW 24 kW 27 kW Steam Models Steam Connection 3/4 in. NPT 3/4 in. NPT 3/4 in. NPT N/A Steam Coil Rating at 100 psig: Btu/hr. (Boiler Horsepower) (recommended operating pressure 80-100 psig) 134.700 (3.9) 134.700 (3.9) 166.000 (4.8) N/A N/A = Not Applicable NOTE: All machines are shipped with extra nipple to convert to metric thread (from Standard). 70458301 (EN) © Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 13 Specifications and Dimensions Specifications TSO Series T45 Series Noise level measured during operation at operator position of 1 meter (3.3 feet) in front of machine and 1.6 meters (5.2 feet) from floor 66 dBA 67 dBA Net Weight (approximate): kg (Pounds) 247 (544) 305 (673) Standard Packaging Weight: kg (Pounds) 264 (582) 326 (718) Standard Packaging Shipping Dimensions: mm (Inch) 826 X 1194x2057 (32.5x47 x81) 902 X 1372x2159 (35.5 X 54 x 85) Slat Crate Packaging Weight: kg(Pounds) 300 (661) 3.39 (748) Slat Crate Shipping Dimensions: mm (Inch) 940 x 1270 x 2229 (37 x 50 X 87.75) 1016 X 1448x2216 (40 X 57 X 87.25) Cylinder Size: mm (Inch) 762 X 660 (30 X 26) 838 X 762 (33 X 30) Cylinder Capacity (dry weight): kg (Pounds) 2x 13.6 (2 X 30) 2 X 20.5 (2 X 45) Drive Motor**: kW (Horsepower) 0.1865 (1/4) 0.373 (1/2) Fan Motor**: kW (Horsepower) 0.1865 (1./4) 0.373 (1/2) Maximum Airflow per Pocket**: I/sec (CRM.) 50 Hertz 160 (340) • 236 (500) Maximum Airflow per Pocket**: I/sec (CRM.) 60 Hertz 189 (400) 283 (600) Maximum Static Back Pressure*: mbar (Inch W.C.) 50 Hertz 2.0 (0.8) 2.0 (0.8) Maximum Static Back Pressure*: mbar (Inch W.C.) 60 Hertz 2.3 (0.9) 2.3 (0.9) Gas Mod els Gas Connection 1/2 in. NPT 1/2 in. NPT Gas Burner Rating**: kW, Mj/hr. (Btu/hr.) 50 Hertz 21.4, 77 (73,000) 25.5,91.8 (87,000) Gas Burner Rating**: kW, Mj/hr. (Btu/hr.) 60 Hertz 21.4, 77 (73,000) 27.8,100.2 (95,000) Electric Models Heating Element Rating**: 21 kW N/A Steam Models Steam Connection 3,'4 in. NPT N,A Steam Coil Rating at 100 psig**: Btu/hr. (Boiler Horsepower) (recommended operating pressure 80-100 psig) 111,000 (3.2) N/A * with both pockets running ** for each pocket N/A = Not Applicable NOTE: All machines are shipped with extra to convert to metric thread (from Standard). nipple 14 © Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Specifications and Dimensions Cabinet Dimensions - 025, 030, 035 and 055 Series B C D 14 ^ .A; jULun3 D i TMB2292N Models A B C D E F* 025 Series 667 mm (26.25 in.) 669 mm (27.5 in.) 593 mm (23.35 in.) 654 nun (25.75 in.) 1038 mm (40.875 in.) 166 mm (6.53 in.) 030 Series 667 mm (26.25 in.) 669 mm (27.5 in.) 720 mm (28.35 in.) 806 nun (31.75 in.) 1191 mm (46.875 in.) 166 mm (6.53 in.) 035 Series 711 mm (28 in.) 669 mm (27.5 in.) 720 mm (28.35 ill.) 806 mm (31.75 in.) 1191 mm (46.875 in.) 166 mm (6.53 in.) 055 Series 810 mm (31.88 in.) 682.5 mm (26.87 in.) 857.25 mm (33.75 ill.) 971.5 nun (38.25 in.) 1365 mm (53.62 in.) 166 mm (6.53 in.) Models G H* 1* J* K L 025 Series 1622 mm (63.875 in.) 419 mm (16.48 in.) 391 mm (15.41 in.) 40 mm (1.59 in.) 626 mm (24.64 in.) 711 mm (28 in.) 030 Series 1622 mm (63.875 in.) 419 mm (16.48 in.) 391 mm (15.41 in.) 40 mm (1.59 in.) 626 mm (24.64 in) 711 mm (28 in.) 035 Series 1622 nun (63.875 in.) 419 mm (16.48 in.) 497,5 mm (19.59 in.) 40 mm (1.59 in.) 695 mm (27.38 in.) 800 mm (31.5 ill.) 055 Series 1694.7 mm (66.72 in.) 451 mm (17.75 in.) 474 mm (18.65 in.) 40 mm (1.59 in.) 774.7 mm (30.5 in.) 876 mm (34.5 in.) * Fire suppression system optional - may not be on machine. NOTE: Facia panels available to increase height of models to 1835 mm (72.25 inches) and 1938 mm (76.25 inches). 70458301 (EN) © Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 15 Specifications and Dimensions Cabinet Dimensions - T30 and T45 Series B a. I i n I H i Models A B C D E T30 Series 711 mm (28 in.) 1245 mm (49 in.) 1226 mm (48.25 in.) 290 mm (11.4 in.) 272 mm (10.7 in.) T45 Series 810mm (31.88 in.) 1280 mm (50.4 in.) 1252 mm (49.3 in.) 262 mm (10.3 in.) 236 mm (9.3 in.) Models F G H 1 J T30 Series 636 mm (25.02 in.) 1086 mm (42.76 in.) 695 mm (27.38 in.) 800 mm (31.5 in.) 1937 mm (76.25 in.) T45 Series 746 mm (29.37 in.) 1235 mm (48.62 in.) 775 mm (30.50 in.) 876 mm (34.5 in.) 2063.75 mm (81.25 in.) NOTE: To meet ADA compliance, install a 102 mm (4 inch) riser on T30 models only. 16 ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301(EN) Specifications and Dimensions Exhaust Outlet Locations - 025, 030, 035 and 055 Series Models Rear Exhaust Models Diameter A B 025/030 Series 152 nma (6 in.) 99 mm (3.875 in.) 117 mm (4.625 in.) 035 Series 203 mm 124 mm 143 mm 035 Series (8 in.) (4.875 in.) (5.625 in.) 055 Series 203 mm (8 in.) 122 mm (4.808 in.) 156.3 nnn (6.156 in.) 70458301 (EN) > Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 17 Specifications and Dimensions Exhaust Outlet Locations - T30 and T45 Series Models Rear Exhaust Models Diameter A B C T30 Series Elliptical Fits 203 mm (8 in.) 928 mm (36.54 in.) 108 mm (4.25 in.) 1585 mm (62.42 in.) T45 Series Elliptical Fits 254 mm (10 in.) 1038 mm (40.88 in.) 121 mm (4.75 in.) 1676 mm (66.00 in.) 18 © Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Specifications and Dimensions Gas Connection Locations - 025, 030, 035 and 055 Series 1/2 in. NPT TMB2106N Models Gas Connection - CE and Australian Units Models A B C 25 Series 1500 nun (59 in.) 38.1 mm (1.5 in.) 737 mm (29 in.) 30 Series 1500 nun (59 in.) 38.1 mm (1.5 in.) 889 mm (35 in.) 35 Series 1500 mm 64 mm 889 nun 35 Series (59 in.) (2.5 in.) (35 in.) 55 Series 1500 mm 64 mm 889 mm 55 Series (59 in.) (2.5 in.) (35 in.) Models Gas Connection - Non-CE and Non-Australian Units Models A B C 25 Series 1450 nun 64 mm 927 mm 25 Series (57 in.) (2.5 in.) (35.5 in.) 30 Series 1450 mm (57 in.) 64 mm (2.5 in.) 1092 nun (43 in.) 35 Series 1450 nun (57 in.) 101.6 nun (4 in.) 1092 nun (43 in.) 55 Series 1404 mm 41.17 mm 1187.45 mm 55 Series (55.285 in.) (1.621 in.) (46.75 in.) 70458301 (EN) ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 19 Specifications and Dimensions Gas Connection Locations - T30 and T45 Series 1/2 in. NPT B I I M I I I TMB1970N Models Gas Connection Models A B C T30 Series Non-CE and Non- Australian 1910 mm (75.20 in.) 44 mm (1.74 in.) 936 mm (36.84 in.) CEand 1912 nun 64 mm 777 mm Australian (75.28 in.) (2.5 in.) (30.60 in.) T45 Series 2000 nun 105 nun 1089 nun T45 Series (78.75 in.) (4.12 in.) (42.88 in.) 20 © Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Specifications and Dimensions Electrical Connection Locations - 025, 030, 035 and 055 Series O GAS AND STEAM ELECTRIC Electricai Service Models Gas and Steam Models Electric Models A B C D 025/030 Series 1581 nun 51 nun 711 nun 83 mm 025/030 Series (62.25 in.) (2 in.) (28 in.) (3.25 in.) 035 Series 1581 nun 76 nun 711 nun 108 mm 035 Series (62.25 in.) (3 in.) (28 in.) (4.25 in.) 055 Series 1655.75 mm 44.83 nun 826.16 mm 166.3 mm 055 Series (65.187 in.) (1.765 in.) (32.526 in.) (6,547 ill.) 70458301 (EN) ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 21 Specifications and Dimensions Electrical Connection Locations - T30 and T45 Series B GAS AND STEAM jifiiN'iiim ELECTRIC TMB1971N Models Electric Service Models Gas and Steam Models Electric Models Models A B C D E T30 Series 1498 mm (59 in.) 44 mm (1.75 in.) 905 mm (35.63 in.) 1859 mm (73.21 in.) 58 nmi (2.28 in.) T45 Series 1588 mm (62.5 in.) 44 mm (1.75 in.) N/A N/A N/A N/A = Not Applicable 22 I Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Specifications and Dimensions Steam Connection Locations - 025, 030 and 035 Series t D 1 a" B TMB2108N Models Inlet Outlet Models A C B D 025/030/035 Series 1365 mm (53.75 in.) 160 mm (6.29 in.) 1080 nun (42.5 in.) 61 mm (2.39 in.) NOTE: All connections use 3/4 in. NPT pipe. 70458301 (EN) ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 23 Specifications and Dimensions Steam Connection Locations - T30 Series Models Inlet Outlet Models A C B D T30 Series 1877 mm 160 nun 1592 nun 61 mm (Upper) (73.93 in.) (6.29 in.) (62.71 in.) (2.39 in.) T30 Series 923 mm 160 mm 638 nun 61 mm (Lower) (36.35 in.) (6.29 in.) (25.13 in.) (2.39 in.) NOTE: All connections use 3/4 in. NPT pipe. 24 > Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Installation Pre-instailation Inspection Upon delivery, visually inspect the crate, carton and parts for any visible shipping damage. If the crate, carton, or cover is damaged or signs of possible damage are evident, have the carrier note the condition on the shipping papers before the shipping receipt is signed, or advise the carrier of the condition as soon as it is discovered. Remove the crate and protective cover as soon as possible and check the items listed on the packing list. Advise the carrier of any damaged or missing articles as soon as possible. A written claim should be filed with the carrier immediately if articles are damaged or missing. IMPORTANT: Remove the shipping tape from the two back draft dampers located in the exhaust outlet. IMPORTANT: Warranty is void unless tumble dryer is installed according to instructions in this manual. Installation should comply with minimum specifications and requirements detailed in this manual and applicable local gas fitting regulations, municipal building codes, water supply regulations, electrical wiring regulations, and any other relevant statutory' regulations. Due to varied requirements, applicable local codes should be thoroughly understood and all pre-installation work arranged for accordingly. Materials Required (Obtain Locally) All Models Gas Models Steam Models One Single Pole fused disconnect switch or circuit breaker on 1 Phase models. Circuit breaker on 3 Phase models. One gas shut-off valve for gas serv ice line to each tumble dr>'er One steam shut-off valve for steam service line to be connected upstream of solenoid steam valve. Two steam shut-off valves for each condensate return line. Flexible steam hoses with a 8.79 kg/sq. cm (125 psig [pounds per square inch gaug]) working pressure for connecting steam coils. Refer to Figure 27 for sizing and comiection configurations. Two steam traps for steam coil outlets to condensate retum line. Optional - Two vacuum breakers for condensate return lines. NOTE: 3 Phase Only - Each tumble dryer must be connected to its own individual branch circuit breaker, not fuses, to avoid the possibility of "single phasing"' and causing premature failure of the motor(s). Location Requirements The tumble dryer must be installed on a level floor Floor covering materials such as carpeting or tile should be removed. To assure compliance, consult local building code requirements. The tumble dryer must not be installed or stored in area where it will be exposed to water and' or weather IMPORTANT: DO NOT block the airflow at the rear ofthe tumble dryer with laundry or other articles. Doing so would prevent adequate air supply to the combustion chamber ofthe tumble dryer. A typical tumble dryer enclosure is shown in Figure 2. IMPORTANT: Install tumble dryers with sufficient clearance for servicing and operation, refer to Figure 2. 70458301 (EN) > Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 25 Installation A WARNING To reduce the risk of severe injury, clearance of tumbler cabinet from combustible construction must conform to the minimum clearances, and/or local codes and ordinances. W770 TMB2021IM NOTE: Shaded areas indicate adjacent structure. 1 13 mm (0.5 In.) recommended between machines for removal or installations. 2 Allow 51-102 mm (2-4 in.) opening at top of machine to aid in removal or installation. A removable trim piece may be used to conceal the opening; zero clearance allowed for trim. 3 102 mm (4 In.) Maximum Header Thickness 4 305 mm (12 in.) Minimum Clearance 5 610 mm (24 in.) minimum, 914 mm (36 in.) recommended for maintenance purposes. 6 Provision for make-up air. 7 6 mm (0.25 in.) recommended for removal or installation purposes, zero clearance allowed. Figure 2 26 ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Position and Level the Tumble Dryer Remove lint panel door, and unscrew the four shipping bohs (one at each comer). Remove tumble dryer from skid. NOTE: Do not throw bolts away - they are the leveling legs. Remove four nuts from the literature package, and screw one fiilly on to each leveling leg. Screw the four leveling legs (bolts) back into the level adjusting fittings from the bottom. Slide tumble dryer to its pennanent location. Adjust the leveling legs until the unit is level, or no more than 3.18 mm (0.125 inch) higher in tlie front. Refer to Figure 3. Tiunble Dryer must not rock. Lock leveling legs with nuts previously installed. NOTE: The front of the tumble dryer should be slightly higher than the rear (approximately 3.18 mm [0.125 inch]). This will prevent the clothes, while tumbling, from wearing on the door glass gasket. IMPORTANT: Keep tumble dryer as close to floor as possible. The unit must rest firmly on floor so weight of tumble dryer is evenly distributed. Instaiiation The stacked tumble dryer has a fifth leveling leg which is shipped in the up position. The fifth leveling leg MUST BE installed properly on the lower left side of the blower housing to stabilize the tumble dryer. Refer to Figure 4. After leveling with the four cabinet leveling legs, lower the fifth leveluig leg so it contacts the floor, and then secure the screws. A CAUTION The stacked tumble dryer has a Sth leveling leg on the blower housing. It is very important to properiy adjust this leg. Unit is back heavy and could rock or tip. Figure 4 Figure 3 70458301 (EN) ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 27 Installation Fire Suppression System Check Local Codes and Permits Call your local water company or the proper municipal authority for information regarding local codes. IMPORTANT: It is your responsibilit\' to have ALL plumbing connections made by a qualified professional to assure that the plumbing is adequate and conforms to local, state, and federal regulations or codes. IMPORTANT: It is the installation or owner's responsibility' to see that the necessary or required water, water pressure, pipe size, or connections are provided. Manufacturer assumes no responsibility if the fire suppression system is not connected, installed, or maintained properly. Water Requirements IMPORTANT: Water must be supplied to the fire suppression system, or the fire suppression system will not operate as intended. Connection point to the electric water solenoid valve is a 19 mm (3/4 inch) hose. The fire suppression system equipped tumble dryer must be supplied with a minimum water pipe size of 12.7 mm (1/2 inch) and be provided with a minimum of 138 kPa (20 psi) and a maximum of 827 kPa (120 psi) of pressure at all times. Flowrate must be no less than, but approximately 57 liters (15 gallons) per minute. NOTE: Water pressure under 138 kPa (20 psi) wiU cause low flow and water leakage at water solenoid valve. If the rear of the tumble dryer or the water supply is located in an area where it will be exposed to cold/ freezing temperatures, provisions must be made to isrotect these water lines from freezing. IMPORTANT: Temperature ofthe water supply must be kept between 4.4°C and 48.9°C (40°F and 120°F). If water in the supply line or water solenoid valve freezes, the fire suppression system will not operate. IMPORTANT: If temperature sensors inside the tumble dryer register a temperature below 4.4°C (40°F), the fire suppression system control wUl lock out. This feature protects against operation of the tumble dryer with a possible frozen water supply. Only when the temperature sensors register a temperature above 4.4°C (40°F) will the machine reset for operation. IMPORTANT: Flexible supply line/coupling must be used. Solenoid valve failure due to hard plumbing connections will void the warranty. It is recommended that a filter or strainer be installed in the water supply Une. Water Connections Two hoses and a Y-valve are provided with the tumble dryer to allow for connection of v»'ater supply to tumble dryer The water connections are made to the bushings of the water solenoid valve, located on the rear of the tumble dryer The Y-valve provides a single female hose connection (Standard US 3/4-11 1/2 NH thread). Refer to Figure 5 and Figure 6. TMB2248N 1 Fire Suppression System Control Box 2 Water Solenoid Valve Figure 5 To connect the two hoses (supphed with tumble dryer), insert rubber washers (from literature pack) in water inlet hose couplings. Refer to Figure 6. 28 ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) 1 2 3 4 5 Lock Hose Couplings Y Valve Inlet Hoses Opening for Auxiliary Alarm Cable Figure 6 Connect inlet hoses to water supply. Flush the lines for approximately two minutes to remove any foreign materials that could clog the screens in the water mixing valve. This is especially important when installing a tumble dryer in a newly constructed or renovated building. Then connect the hoses to the Y-valve; connect the Y-valve to the connections at the rear of the tumble dryer IMPORTANT: Thread hose couplings onto valve connections finger tight, then turn 1/4 turn with pliers. Do not cross thread or overtighten couplings. IMPORTANT: Hoses and other natural rubber parts deteriorate after extended use. Hoses may develop cracks, blisters or material wear from the temperature and constant high pressure they are subjected to. Installation All hoses should be checked on a yearly basis for any visible signs of deterioration. Any hose showing the signs of deterioration listed above should be replaced immediately. All hoses should be replaced every five years. NOTE: Longer inlet hoses are available (as optional equipment at extra cost) if the hoses supplied with the tumble dryer are not long enough for installation. Order hoses as follows: Part No. 20617 Inlet hose 2.44 m (8 feet) Part No. 20618 Inlet hose 3.05 m (10 feet) NOTE: Replacement outlet hoses are available (at extra cost). Order 44073304 Hose, 36 cm (14 in.). Electrical Requirements A WARNING Electrical power must be provided to tumbler at all times. The fire suppression system will be inoperative if the main electrical power supply is disconnected. W690 No independent external power source or supply comiection is necessary. Power to operate the 24 Volt fire suppression system is from the rear jimction/ contactor box. 70458301 (EN) I Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 29 installation Auxiliary Alarm The fire suppression system provides an auxiliary output signal when the system is activated. During tumble dryer installation, you have the option to connect a separate alarm system to this auxiliary output. Potential uses of the auxiliary output include, but are not Hmited to: (1) sounds an alarm, (2) activates a building sprinkler system, (3) notifies a fue department, etc. Use of the auxihary ou tput is not required for the fire suppression system to operate, but may be used for additional protection. The connection to the auxiliary output is made through the FS-1 and FS-2 fast-on connections inside the fire suppression control box. Refer to Figure 7. The relay is rated for 24 VAC, 5.2 Amp, sealed current. 5 4 TMB1999N 1 Opening for Auxiliary Alarm Cable 2 Fuse 3 Auxiliary Alarm Fast-On Connection 4 Test Button 5 Light 6 Reset Button 7 Auxiliary Alarm Fast-On Connection Figure 7 To Reverse the Loading Door - 025, 030, 035 and 055 Series The tumble dryer is delivered with a right hinged door, but the door can be changed to a left hinged position. 1. Disconnect power supply to tumble dryer 2. Unlock and remove control panel. Remove two control assembly mounting screws from right side. Swing open control. Refer to Figure 8. 3. Remove lint panel. IMPORTANT: Support door and hinge assembly securely to prevent it from dropping once side screws are removed from door hinge lug. ."^1 1 Front Panel Screw 2 Front Panel 3 Control Panel 4 Control Assembly Screw 5 Control Assembly 6 Lint Panel Figure 8 30 ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Remove foiu front panel screws. Refer to Figure 8. Keep door hinge cams in place on door hinge lug. Pull lug and door assembly off as one piece. Refer to Figure 9. Remove remaining front panel screws. Refer to Figure 8. Discoimect door switch harness from switch. Take off front panel. Refer to Figure 9. Exchange switch and plug locations. Depress tabs with an adjustable pliers to remove plug and switch from front panel. Reinstall switch, orienting button toward center of inachine. Reinstall plug in switch's previous location. Refer to Figure 9. 4 1 Plug 2 Switch 3 Door Hinge Lug 4 Door Assembly 5 Side Screw Figure 9 Installation 7. Cut wire ties to remove door switch harness bundle. Be careful not to damage harness wires. Refer to Figure 10. 8. Reroute door switch harness up through the hole in the right side of the top panel. Use the panel cutout opening to then put harness dovm through the hole in the left side ofthe top panel and into the upper left comer of the cylinder enclosure. TMB2109N 1 Beginning Location of Door Switch Harness 2 Wire Ties 3 Original Switch Location 4 Panel Cutout 5 Top Panel 6 Original Plug Location Figure 10 70458301 (EN) © Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 31 installation 9. Place front panel on machine, loosely attach four bottom screws. Coimect door switch harness to switch in new location. 10. Remove opposite door hinge cam. DO NOT DISCARD CAM .AND NUT Reattach door hinge cam to door hinge assembly securing with screw. Install door assembly and foiff door hinge side screws loosely. Refer to Figure 11. 11. Check lint panel fit, adjusting front panel up or down as required. Tighten four front panel side screws to maintain position of front panel for proper lint panel clearance. 12. Remove lint panel. Fully tighten bottom screws on front panel. 13. Reinstall top screws. 14. Adjust door catch if necessary to allow 0.48 - 1.03 bar (7-15 pounds) pull at center of handle. 15. Reinstall control assembly using mountmg screws. 16. Reinstall control panel and lint panel. IMPORTANT: Restore power to tumble dryer and test for proper operation of loading door switch. Tumble Dryer should not start with door open; an operating tumble dryer should stop when door is opened. NOTE: If machine is converted back to right hand hinge operation, the door switch harness must be rerouted and rebundled with the lint panel switch harness. Wire ties must be used to secure harnesses. Wire ties (Part No. 55881) can be ordered from Genuine Parts. TMB2102N 1 Switch (New location) 2 Plug (New location) 3 Door Assembly 4 Side Screw Figure 11 32 I Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Installation Before Placing Tumble Dryer into Service 1. Remove or open all panels and check accessible bolts, nuts, screws, terminals and fittings for tightness. 2. Replace all panels and guards. 3. Remove and discard wire tie from the airflow switch so it can swing freely. Refer to Figure 12. Wire Tie Figure 12 4. Tum on electrical supply to tumble dryer 5. Open the supply valve for gas or steam heated tiunble dryers. 6. After performing tlie previous checks, start the tumble dryer by pressing START. (Refer to the Operating Manual for detailed instructions.) Release the start button and open the loading door The cylinder should stop rotating within seven seconds after the door is opened a maximum of 51 mm (2 inches). If it does not, adjust the loading door switch. Refer to Adjustments section. 7. Gas Tumble Dryers: Start the tumble dryer and check the burner flame. Adjust the air inlet shutter as required. Refer to Adjustments section. IMPORTANT: The electronic ignition system will attempt to light the gas by sparking for the ''trial for ignition" period. If gas does not ignite within this period, the ignition control will go into a safety lockout and the valve will no longer open until the control is reset. It may be necessary to retry several times to bleed air from the gas lines. To reset, open and close the loading door and restart tumble dryer. Models Prepurge Time (seconds) Trial for Ignition (seconds) Reset Lockout Condition By: CE and Australia 18 10 025,030,035, 055; Press reset button on rear of inachine T30, T45; Press lighted reset button in rear contactor box All others 1-3 10 Open loading door If lockout condition persists, check that the manual gas shut-off valve is in the ON position and that the gas service is properly connected. If condition still persists, remove tumble dryer from service. 8. Load the cylinder with a fiill load of clean rags and run to remove oil or dirt from cylinder 9. Check the airflow switch operation refer to Adjustments section. The heating systems should shut off when the lint panel is opened a maximum of 38 mm (1.5 inches). The airflow switch operation may be affected by shipping tape still in place, clogged lint screen, failure to remove wire tie, lack of make-up air, or an obstruction in the exhaust duct. These should be checked and the required corrective action taken before attempting to adjust the airflow switch. To adjust the airflow switch, refer to Adjustments section. A WARNING Do not operate tumble dryer If airflow switch Is faulty. An explosive gas mixture could collect in tumble dryer If airflow switch does not operate properly. 70458301 (EN) ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 33 Installation 10. Wipe out the cylinder using an all-purpose cleaner or detergent and water solution. Refer to Figure 13. IMPORTANT: The use of chlorine bleach for removing any discoloration should be avoided because bleach could damage the finish. Figure 13 If the tumble dryer does not meet ANY of the listed requirements, remove mmble dryer from use. Refer to Removing Tumble Dryer from Service section. Required for CE Modeis Only Once machine is installed, please be sure to complete the following items; • Review and verify machine operation with customer • Leave all hterature and a signed Declaration of Conformity with customer • Review machine warranty information with customer • Apply waming sticker on front panel of machine, in language appropriate to country of sale (included in literature packet). Installing CE Gas Tumble Dryer General Information This information is to be used when installing gas tumble dryers in countries and/or on gases different than the machine's factory configuration. Tumble Dryers are supplied from the factory for operation on Natural Gas 8914 kcal/m3 (1000 Btu/cu. ft.), or 22,250 kcal/m? (L.P. Gas 2500 Btu/cu. ft.), in the countries of GB/IE/PT/ES/IT/GR/LU/CH,'BE. To install machines in any other country, or on any other gas, requires some level of modification. Machines are built in two different configurations; • Natural Gas - regulated'governor • Liquefied Petroleum (L.P.) Gas - not regulated' no governor Serial plates supplied from the factory are configured for GB/IE/PT,/ES/IT/GR/LU/CH/BE. These instmctions pertain to the situations when the country of use or gas supply is different than that on the serial plate. These instructions are only valid if the following country code is on the appliance: GB/IE/PT/ES/IT/ GR/LU/CH/BE. If this code is not present on the apphance, it is necessary to refer to the technical instructions which will pro\ade the necessary infomiation conceming the modification of the apphance to the condition of use for the country. Before installation, check that the local distribution conditions, nature of gas and pressure, and the adjustment of the apphance are compatible. Table 1 describes the different gases that are available in different CE countries, and how the machines need to be configured to operate with those gases. In the CE, there are Natural Gas configurations that do not allow for machine regulation and L.P. Gas configurations that must be regulated. For L.P. Gas, third family B/P at 50 mbar, order Regulated Natural Gas machines and convert according to Table 1. 34 ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Installation Orifices Gas Type Gas Family Gas Group Gas Designation Supply Pressure Manifold Pressure Capacity Model Orifice Diameter Orifice Part No. Quantity Gas Type Gas Family Gas Group Gas Designation mbar mbar in. wc Capacity Model (mm) Orifice Part No. Quantity 25 3.9 JM401020 1 30 4.0 M402996 1 hmE) G20 20/'2."; 8 3.21 130 4.0 M402996 •> hmE) G20 20/'2."; 8 3.21 35 4.6 M411371 1 T45 4.6 M4U371 2 55 5.2 M402993 1 25 3.9 M401020 1 30 4.0 M402996 1 Natural Second G25 25 11.0 4.42 T30 4.0 M402996 2 Gas Second G25 25 11.0 4.42 35 4.6 .M4I137] 1 T45 4.6 M411371 55 5.2 M402993 1 25 3.1 70070903 1 30 3.3 44253801 1 G20 20 Un-Un-T30 3.3 44253801 7 G20 20 regulated regulated 35 3.7 M400998 1 145 3.7 M400998 2 55 4.3 M40298S 1 25 2.1 M401027 1 30 2.2 70070906 1 G.W 28/'.30 Un- regulated Un- regulated 130 2 2 70070906 2 G.W 28/'.30 Un- regulated Un- regulated 35 2.5 M406361 1 T45 2.4 M403017 2 55 3.0 M401017 1 25 2.1 M401027 1 30 2.2 70070906 1 LP Third G30 37 /' 50 30 12.05 130 2.2 70070906 2 LP Third G30 37 /' 50 30 12.05 35 2.5 M406361 1 145 2.4 M403017 2 55 3.0 M401017 1 25 2.1 M401027 1 30 2.2 70070906 1 I3+/3P G.SO / 2837 Un-Un-T30 2 2 70070906 2 I3+/3P G31 2837 regulated regulated 35 2.5 M406361 1 T45 2.4 M403017 2 55 3.0 M401017 1 Table 1 70458301 (EN) © Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 35 Installation Properties of CE Gases Wi Hi Ws Hs d Gas Type Gas Family Group Gas Descrlpion Gas Designation Wobbe Index (net) Heating Value (net) Wobbe Index (gross) Hea Value ting gross) Density Gas Type Gas Family Group Gas Descrlpion Gas Designation MJ/ Btu/ ft^ MJ/ m^ Btu/ MJ/ m^ Btu/ MJ/ Btu/ Density Natural Gas Second l2H,E Not .Applicable G20 45.67 1226 34.02 913 50.72 1362 37.78 1014 0.555 Natural Gas Second I2E^ 2H G20 45.67 1226 34.02 913 50.72 1362 37.78 1014 0.555 Natural Gas Second hL Not Applicable G25 37.38 1004 29.25 785 41.52 1115 32.49 872 0.612 Natural Gas Second hE* 2L G25 37.38 1004 29.25 785 41.52 1115 32.49 872 0.612 LP Third IjB/P Not .Applicable G30 80.58 2164 116.09 3117 87.33 2345 125.81 3378 2.075 LP Third Pure Butane G30 80.58 2164 116.09 3117 87.33 2345 125.81 3378 2.075 LP Third Pure Propane G3I 70.69 1898 88 2363 76.83 2063 95.65 2568 1.55 LP Third LPG with Propane G3I 70.69 1898 88 2363 76.83 2063 95.65 2568 1.55 Table 2 36 © Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Installation Basic Configuration 1. Determine the necessary conversion operations to convert from the factory-supplied configuration to the desired configuration. 2. Perform the conversions required so the machine is properly configured for the desired country and gas (refer to Specific Conversion Procedures section); • How to Convert Gas Valve from Regulated to Unregulated • How to Change Burner Orifice Size • How to Adjust Gas Valve Governor/Regulator 3. If applicable, peel off the appropriate country sticker (included with machine) and apply it to the serial plate over the existing country information. 4. If applicable, peel off the appropriate conversion sticker (included with machine) and apply it to the serial plate over the "ADJUSTED FOR GAS; " information. 5. Commission tumble dryer for use. A WARNING When converting the tumble dryer to a different gas or pressure, first verify that the supply inlet pressure Is equipped with a pressure regulator (located ahead ofthe tumble dryer) that will maintain the gas supply at the Inlet pressure specified. W430R1 1 iGas Shut-Off Valve (Ahead of pressure tap) (Not Supplied) 2 Pressure Tap 3 Gas Shut-Off Valve (Shown in closed position) (Not Supplied) Figure 14 Specific Conversion Procedures How to Convert Gas Valve from Regulated to Unregulated NOTE: Conversion from regulated to unregulated is only needed when regulated tumble dryers were ordered, but unregulated tumble dryers were needed. 1. Discoimect electrical power from tumble dryer Close gas shut-off valve to tumble dryer Refer to Figure 14. 2. Follow instmctions in Conversion Kit, Part No. 431485 (Johnson Part No. GM-70 CBP). NOTE: This kit does not contain any burner orifices. 3. Replace burner orifice(s) as per Table 1. 4. For 025 Series Natural Gas models, L.P. Gas only. Install 025 Series L.P. orifice plate (Part No. 70201901) onto gas valve bracket. Refer to Figure 15. 5. Commission tumble dryer for use. 70458301 (EN) ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 37 Installation 2 3 4 Gas Shut-Off Valve (Shown in closed position) (Not Supplied) Gas Valve Bumer Orifice Regulator Adjusting Housing and Gasket (Regulated version shown) Gas Valve Bracket TMB2252N 6 Part No. 70201901 025 Series Natural Gas L.P Orifice Plate (For use on 025 Series Natura! Gas Models L.P. only) 7 Required Bumer Manifold Pressure 8 Manometer 9 Connect Over Loosened Slotted Pressure Tap Screw in Bottom of Gas Valve 10 Spud Holder Figure 15 38 ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) How to Ctiange Burner Orifice Size 1. Disconnect electrical power from tumble dryer Close gas shut-off valve to tumble dryer Refer to Figure 14. 2. Remove the burner orifice(s) from spud holder Refer to Figure 15. 3. Install the new, correct burner orifice(s). Refer to Figure 16 and Table 1. Torque each to 9 - 10 Nm. 4. Make certain burner orifice(s) are in line with burner tube opening. Refer to Figure 16. 5. Commission tumble dryer for use. NOTE: Blank burner orifices are Part No. M400995. Installation How to Adjust Gas Valve Governor/Regulator 1. Check gas burner orifice (manifold) pressure as follows. Refer to Figure 15. 2. Loosen screw plug inside pressure tap located on underside of valve. Refer to Figure 15. 3. Connect a "U"-tube manometer (or similar pressure gauge) to the tap. 4. Start tumble dryer and note pressure once flame is burning. Remove regulator cap and adjust regulator screw until the bumer orifice pressure per applicable table is achieved. Replace regulator cap. Refer to Figure 15. 5. Commission tumble dryer for use. •F_L_TD I BURNER ORIFICE Size Stamped on Orifice Figure 16 70458301 (EN) ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 39 Exhaust Requirements WARNING A drying tumble dryer produces combustible lint. To reduce the risk of fire, the tumble dryer must be exhausted to the outdoors. W057R1 To reduce the risk of fire, DO NOT use plastic or thin foil ducting to exhaust the tumbler. W7?3 To reduce the risk of fire and accumulation of combustible gases, DO NOT exhaust tumble dryer air into a window well, gas vent, chimney or enclosed, unventilated area such as an attic wall, ceiling, crawl space under a building, or concealed space of a buiiding. W059R1 Layout Whenever possible, install tumble dryers along an outside wall where duct length can be kept to a minimum, and make-up air can be easily accessed. Constmction must not block the airflow at the rear of the tumble dryer Doing so would prevent adequate air supply to the tumble dryer combustion chamber Make-Up Air A tumble dryer is forced air exhausted and requires provisions for make-up air to replace air exhausted by mmble dryer. IMPORTANT: Do not obstruct flow of combustion and ventilation air. Required Make-Up Air Opening (to the outside) for Each Tumble Dryer Model Opening 025/030 Series 7090mm2(110in.^) 035/055 Series 9280 ixmi^ (144 in.^) TSO Series 14180 mm^ (220 in.2) T45 Series 18560 mm^ (288 in.^) Make-up air openings with louvers will restrict airflow. The opening must be increased to compensate for area taken up by louvers. Make-up air openings in rooms containing tumble dryer(s) and/or gas fired hot water heater or other gravity vented appliances must be increased sufficiently to prevent downdrafts in any of the vents when all tumble dryers are in operation. Do not locate gravity vented appliances between tumble dryer(s) and make-up air openings. If it is necessary to duct make- up air to mmble dryer(s), increase area of duct work by 25% to compensate for restrictions in air movement. Venting A WARNING To reduce the risk of fire due to increased static pressure, we do not recommend installation of In-line secondary lint filters or lint collectors. If secondary systems are mandated, frequently clean the system to assure safe operation. W749 IMPORTANT: Installing in-line filters or lint collectors will cause increased static pressure. Failure to maintain the secondary lint system will decrease tumble dryer efficiency and may void machine warrantj'. For maximum efficiency and minimum lint accumulation, tumble dryer air must be exhausted to the outdoors by the shortest possible route. Proper sized exhaust ducts are essential for proper operation. All elbows should be sweep type. Exhaust ducts must be assembled so the interior surfaces are smooth, so the joints do not permit the accumulation of lint. DO NOT use plastic, thin foil or Type B flexible ducts - rigid metal ducts are recommended. Use exhaust ducts made of sheet metal or other noncombustible material. DO NOT use sheet metal screws or fasteners on exhaust pipe joints which extend into the duct and catch lint. Use of duct tape or pop-rivets on all seams and joints is recommended, if allowed by local codes. Verify that old ducts are thoroughly cleaned out before installing new tumble dryer(s). 40 © Copyrigtit, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) A WARNING improperly sized or assembled ductwork causes excess back pressure which results in slow drying, lint collecting in the duct, lint blowing back into the room, and increased fire hazard. W355 NOTE: Exhaust ducts must be constructed of sheet metal or other noncombustible material. Such ducts must be equivalent in strength and corrosion resistance to ducts made of galvanized sheet steel not less than 0.495 mm (0.0195 inches) thick. Where the exhaust duct pierces a combustible wall or ceiling, the opening must be sized per local codes. The space aroimd die duct may be sealed with noncombustible material. Refer to Figure 17. IMPORTANT: For best performance provide an individual exhaust duct for each tumble dryer. Do not install a hot water heater in a room containing tumble dryers. It is better to have the water heater in a separate room with a separate air inlet. Individual Venting For maximum efficiency and performance, it is preferred to exhaust tumble dryer(s) individually to the outdoors. IMPORTANT: At no point may the cross sectional area of instaUed venting be less than the cross sectional area ofthe exhaust outlet ofthe tumble dryer. The exhaust duct must be designed so the static back pressure measured 305 mm (12 inches) from the exhaust outlet does not exceed the maximum allowable pressure specified on the installation sticker on the rear of the tumble dryer NOTE: Static back pressure must be measured with the tumble dryer running. The maximum allowable length venting is 4.3 m (14 feet) and two 90° elbows or equivalent. If the equivalent length of a duct required for an installation exceeds the maximum allowable equivalent length, the diameter of a round duct must be increased by 10% for each additional 6.1 m (20 feet). Cross section area of a rectangular duct must be increased by 20% for each additional 6.1 m (20 feet). Refer to Table 3 to determine equivalent venting. Exhaust Requirements NOTE: The maximum length of a flexible metal duct must not exceed 2.4 m (7.87 ft.) as required to meet UL2158, clause 7.3.2A. Duct Diameter Equivalent Length of Rigid Straight Duct 203 mm (8 in.) 254 mm (10 in.) .^05 mm (12 in.) 356 mm (14 in.) 406 mm (16 in.) 457 mm (18 in.) One 90° elbow = 2.83 m (9.3 ft.) One 90° elbow = 3.5 m (11.6 ft.) One 90° elbow = 4.3 m (14 ft.) One 90° elbow = 4.9 m (16 ft.) One 90° elbow = 5.7 m (18.7 ft.) One 90° elbow = 6.4 m (21 ft.) Equivalent Length (meter) = 1.17 x Duct Diiimeter (mm) Table 3 Example: A 305 mm (12 inch) diameter duct's equivalent length of 4.3 m (14 feet) of duct and two 90° elbows is: Equivalent Length = 4.3 m (14 ft.) + (2) 90° elbows = 4.3 m (14 ft.) + 4.3 m (14 ft.) + 4.3 m (14 ft.) = 12.8 m (42 ft.) With the timible dryer in operation, airflow at any point in the duct should be at least 366 m/min. (1200 feet'min.) to ensure that lint remains airbome. If 366 m/min. (1200 feet/min.) per minute cannot be maintained, schedule monthly inspections and cleaning of the ductv/ork. 70458301 (EN) ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 41 Exhaust Requirements 1 2 3 4 5 TMB2361N . TMB2362N TMB2360N Removable strip of panel in framing wall to pennit removal of tumble dryer from framing wall Partition or bulkhead Minimum distance between exhaust opening and roof, ground or other obstmction; 914 mm (36 in.) 51 mm (2 in.) minimum clearance on both sides of duct Exhaust airflow - maximum length of rigid duct 4.3 m (14 ft.) or 2.4 m (7.87 ft.) of flexible metal duct Figure 17 NOTE: Do not install wire mesh or screen in exhaust duct opening to avoid lint build-up or impacting proper discharge of air from tumble dryers. NOTE: Where exhaust duct pierces a combustible wall or ceiling, the opening must be sized per local codes. NOTE: Inside of duct must be smooth. Do not use sheet metal screws to join sections. Consult your local building code for regulations which may also apply. 42 ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Manifold Venting While it is preferable to exhaust tumble dryers individually to the outdoors, a main collector duct may be used if it is sized according to Figure 19 and Figure 20. This illustration indicates minimum diameters, and should be increased if the collector length exceeds 4.3 m (14 feet) and two 90° elbows. The diameter of a round duct must be increased by 10% for each additional 6.1 m (20 feet). Cross sectional area of a rectangular or square duct must be increased 20% for each additional 6.1 m (20 feet). Refer to Table 4 and Table 5 to determine equivalent ducting sizing. The collector duct may be rectangular or square in cross section, as long as the area is not reduced. Provisions MUST be made for lint removal and cleaning ofthe collector duct. The vent collector system must be designed so the static back pressure measured 305 mm (12 inches) from the exhaust outlet does not exceed the maximum allowable pressure of 1.3 bar (0.5 W.C.I.) as specified on the installation sticker on the rear of tumble dryer. Static back pressure must be measured with all tumble dryers vented into the collector operating. Exhaust Requirements NOTE: Never connect a tumble dryer duct at a 90° angle to the collector duct. Refer to Figure 18. Doing so will cause excessive back pressure, resulting in poor performance. Never connect t>vo tumble dryer exhaust ducts directly across from each other at the point of entrj' to the collector duct. With the tiunble dryer in operation, airflow at any point in the duct should be at least 366 m/min. (1200 feet'min.) to ensure tliat lint remains airbome. 366 m/min. (1200 feet/min.) cannot be maintained, schedule monthly inspections and cleaning of the ductwork. If Figure 18 70458301 (EN) © Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 43 Exhaust Requirements 1 ,L K J I H G F E D C ,B A ONE MANIFOLD ASSEMBLY Outlet duct diameter 2 45° typical TMB2019N Figure 19 Duct Station 025 and 030 Series 035, 055 and TSO Series T45 Series A 152 mm (6 in.) 203 mm (8 in.) 254 mm (10 in.) B 254 mm (10 in.) 305 mm (12 in.) 381 mm (15 in.) C 305 mm (12 in.) 381 mm (15 in.) 457 mm (18 in.) D 356 mm (14 in.) 432 mm (17 in) 533 mm (21 in.) E 406 mm (16 in.) 483 mm (19 in.) 610 mm (24 in.) F 457 mm (18 in.) 533 mm (21 in.) 660 mm (26 in.) G 483 mm (19 in.) 584 mm (23 in.) 711 mm (28 in.) H 508 mm (20 in.) 610 mm (24 in.) 762 mm (30 in.) 1 559 mm (22 in.) 660 mm (26 in.) 813 mm (32 in.) J 584 mm (23 in.) 686 mm (27 in.) 838 mm (33 in.) K 610 mm (24 in.) 711 mm (28 in.) 889 mm (35 in.) L 635 mm (25 in.) 762 mm (30 in.) 914 mm (36 in.) Table 4 44 © Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Exhaust Requirements CONTINUE TOA Outlet duct diameter TWO MANIFOLD ASSEMBLIES 2 45° typical TMB2018N Figure 20 Duct Station 025 and 030 Series 035, 055 and TSO Series T45 Series A 254 mm (10 in.) 305 mm (12 in.) 381 mm (15 in.) B 381 mm (15 in.) 432 mm (17 in.) 559 mm (22 in.) C 457 mm (18 in.) 559 mm (22 in.) 660 mm (26 in.) D 508 nun (20 in.) 635 nun (25 in.) 762 nun (30 in.) E 584 mm (23 in.) 686 ram (27 in.) 864 mm (34 in.) F 660 mm (26 in.) 762 nun (30 in.) 940 nun (37 in.) G 686 mm (27 in.) 838 nun (33 in.) 1016 mm (40 in.) H 737 mm (29 in) 864 mm (.34 in.) 1092 nun (43 in.) 1 813 mm (.32 in.) 940 mm (37 in.) 1168 mm (46 in.) J 838 nun (33 in.) 991 mm (39 in.) 1194 mm (47 m.) K 864 nun (34 in.) 1016 mm (40 in.) 1270 mm (50 in.) L 914 nun (36 in.) 1092 ram (43 in.) 1295 mm (51 in.) Table 5 70458301 (EN) ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 45 Gas Requirements A WARNING To reduce the risk of fire or explosion, DO NOT CONNECT THE GAS LINE TO THE TUMBLE DRYER IF THE GAS SERVICE IS NOT THE SAME AS THAT SPECIFIED ON THE TUMBLE DRYER SERIAL PLATE! It will first be necessary to convert the gas burner orifice and gas valve. Appropriate conversion kits are available. W060R1 To reduce the risk of gas leaks, fire or explosion, use a new flexible stainless steel connector. IMPORTANT: Any product re\'isions or conversions must be made by the Manufacturer's Authorized Dealers, Distributors or local service personnel. IMPORTANT: The tumble dryer must be isolated from the gas supply piping system by closing its individual manual shut-off valve during any pressure testing ofthe gas supply piping system at test pressure equal to or less than 3.45 kPa, 34.5 mbar (0.5 psig). NOTE: For gas valves with a manual shut-off switch on the gas valve, the shut-off switch does not protect the valve from this pressure test. Use the individual manual shut-off valve from the gas supply piping system to protect the gas valve. IMPORTANT: The tumble dryer and its manually operated appliance gas valve must be disconnected from the gas supply piping system during any pressure testing of that system at test pressures in excess of 3.45 kPa, 34.5 mbar (0.5 psig). IMPORTANT: The installation must comply with local codes or, in the absence of local codes: • with the latest edition of the "National Fuel Gas Code," ANSI Z223.1/NFPA 54 in the U.S.A. • with CAN/CSA-B149.1 or Natural Gas and Propane Installation Code in Canada • In Australia and New Zealand, installation must comply with the Gas Installations Standard AS/NZS 5601 Part 1: General Installations. Obtain specific gas service pipe size from the gas supplier Refer to Table 6 for general pipe size. The following must be furnished and installed by the customer for the gas service line to each tumble dryer Refer to Figure 21. • Sediment traps • Shut-off valves • Supply pressure taps It is important that equal pressure be mamtained at all tumble dryer gas connections. This can be done by installing a 25.4 mm (1 inch) pipe gas loop to maintain equal pressure at all gas comiections. Refer to Figure 22. A WARNING To reduce the risk of fire or explosion, if the tumble dryer is to be connected to Liquefied Petroleum (L.P.) gas, a vent to the outdoors must be provided in the room where the tumble dryer Is Installed. W062R1 46 ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) NATURAL GAS pressures with all gas appliances miming (tumble dryers, water heaters, space heaters, fumace, etc.); Maximum gas pressure - 26.1 mbar (10.5 water column inches) Recommended gas pressure - 16.2 mbar (6.5 water column inches) Minimum gas pressure - 12.4 mbar (5 water column inches) An in-line pressure regulator may be required if the line pressure exceeds 26.1 mbar (10.5 water column inches) witli all gas appliances mnning. LIQUID PETROLEUM GAS (L.R) pressures with all gas appliances nmning (tumble dryers, water heaters, space heaters, fumace, etc.); Maximum gas pressure - 32.3 mbar (13 water column inches) Recommended gas pressure - 27.4 mbar (11 water column inches) Minimum gas pressure - 24.9 mbar (10 water column inches) For converting Non-CE models from Natural Gas to L.P Gas; 025 Series - M6699P3 030 Series - M4703P3 T30 Series - M4707P3 035 Series-M4711P3 T45 Series - M4880P3 055 Series - M4924P3 CE GASES refer to Installing CE Gas Drying Tumble Dryers section, the above data does not apply to the CE. Gas Requirements Tum on gas and check all pipe connections (internal and extemal) for gas leaks with a non-corrosive leak detection fluid. Purge air m gas service line by operating the tumble dryers in the drying mode. If burner does not light and unit goes into lockout, open and close the door and restart. Repeat these steps until burner ignites. Use pipe compound, resistant to actions of L.P. gas, on all pipe threads. A WARNING Check all pipe connections. Internal and external, for gas leaks using a non- corrosive leak detection fluid. To reduce the risk of explosion or fire, DO NOT USE AN OPEN FLAME TO CHECK FOR GAS LEAKSI Gas connections should be checked twice a year for leakage. TMB2329N 1 2 3 4 5 6 Gas Line to Tumble Dryer Controls Gas "T" Fitting Gas Supply Piping System 152 mm (6 in.) Minimum Gas Pipe Gas Pipe Cap Sediment Trap Figure 21 70458301 (EN) ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 47 Gas Requirements Gas Supply Pipe Sizing and Looping 9 10 1 2 3 •1 5 6 7 8 9 TMB212eN 1 Gas fumace (35.2 kW [120,000 Btu/hr]) 2 Gas water heaters (117.2 kW [400,000 Btu/hr] each) 3 Gas space heaters (20.5 kW [70,000 Btu/hr.] each) 4 Sediment traps, supply pressure taps and shut-off valves. Refer to Figure 21. 5 25.4 mm (1 in.) gas pipe loop 6 5.8 m (19 ft.) 7 Minimum Pipe Size is 12.7 mm (0.5 in.) 8 7.6 m (25 ft.) 9 Main regulator 10 Gas meter 11 Pressure regulator (if required) SAMPLE CALCULATIONS: Equivalent length 12 025 Series tumble dryer (18.7 kW [64,000 Btu/hr.] each) 030 Series tumble dryer (21.4 kW [73,000 Btu/hr] each) 035 Series tumble dryer (26.4 kW [90,000 Btu/hr] each) Stacked 30 Series tumble dryer (21.4 kW [73,000 Btu/hr] per pocket; 42.8 kW [146,000 total Btu/hr] for machine) Stacked 45 Series tumble dryer (27.8 kW [95,000 Btu/hr] per pocket; 55.6 kW [190,000 total Btu/hr.] for machine) 055 Series tumble dryer (32.8 kW [112,000 Btu/hr.] each) Total length of main gas supply pipe to the far end ofthe tumble dryers. = 7.6 m + 5.8 m (25 ft. + 19 ft.) gas supply pipe = 13.4 m (44 ft.) Total Gas Line Totai Btu/hr = The sum of the Btu/hr of all 030 Series tumble dryers being fed by the main gas supply pipe. = 9 x 21.4(73,000) = 192.6 kW (657,000 Btu/hr) Using Table 6, the main supply pipe diameter should be 51 mm (2 in.). IMPORTANT: Gas loop piping must be installed as illustrated to equalize gas pressure for all tumble dryers connected to single gas service. Other gas using appliances should be connected upstream from loop. Figure 22 48 I Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Gas Requirements Gas Pipe Size Required for 1000 Btu Natural Gas — 17.4 ± 4 mbar, 1.74 ± 0.37 kPa (0.64 Specific Gravity at 7 ± 1.5 inches) Water Column Pressure Equivalent Length Gas Appliances Total Btu/hr. 7.63 m (25 feet) 15.25 m (50 feet) 22.88 m (75 feet) 30.50 m (100 feet) 38.13 m (125 feet) 45.75 m (150 feet) Gas Appliances Total Btu/hr. Based on 7.62 mm (O.S in.) Water Column Pressure Drop for Length Given Sizes shown in mm (inches) 100,000 19.05 (0.75) 19.05 (0.75) 25.40(1) 25.40(1) 25.40(1) 25.40 (1) 120,000 19.05 (0.75) 25.40(1) 25.40(1) 25.40 (1) 25.40(1) 25.40(1) 140,000 19.05 (0.75) 25.40(1) 25.40(1) 25.40(1) 25.40(1) 31.75 (1.25) 160,000 19.05 (0.75) 25.40(1) 25.40(1) 31.75 (1.25) 31.75 (1.25) 31.75(1.25) 180,000 25.40(1) 25.40 (1) 25.40(1) 31.75 (1.25) 31.75 (1.25) 31.75 (1.25) 200,000 25.40(1) 25.40(1) 31.75 (1.25) 31.75 (1.25) 31.75 (1.25) 38.10(1.5) 300,000 25.40(1) 31.75 (1.25) 31.75(1.25) 38.10(1.5) 38.10(1.5) 38.10(1.5) 400,000 31.75(1.25) 31.75 (1.25) 38.10(1.5) 38.10(1.5) 38.10(1.5) 50.80 (2) 500,000 31.75 (1.25) 38.10(1.5) 38.10(1.5) 50.80 (2) 50.80(2) 50.80 (2) 600,000 38.10(1.5) 38.10(1.5) 50.80 (2) 50.80 (2) 50.80 (2) 50.80 (2) 700.000 38.10(1.5) 50.80 (2) 50.80 (2) 50.80 (2) 50.80 (2) 63.50 (2.5) 800,000 38.10(1.5) 50.80 (2) 50.80 (2) 50.80 (2) 63.50 (2.5) 63.50(2.5) 900,000 50.80 (2) 50.80 (2) 50.80 (2) 63.50 (2.5) 63.50 (2.5) 63.50 (2.5) 1,000,000 50.80 (2) 50.80 (2) 50.80 (2) 63.50 (2.5) 63.50 (2.5) 63.50 (2.5) 1,100,000 50.80 (2) 50.80 (2) 63.50 (2.5) 63.50 (2.5) 63.50 (2.5) 63.50 (2.5) 1,200,000 50.80 (2) 50.80 (2) 63.50 (2.5) 63.50 (2.5) 63.50 (2.5) 63.50 (2.5) 1,300,000 50.80 (2) 63.50 (2.5) 63.50 (2.5) 63.50 (2.5) 63.50 (2.5) 76.20 (3) 1,400,000 50.80 (2) 63.50 (2.5) 63.50 (2.5) 63.50 (2.5) 76.20 (3) 76.20 (3) 1,500,000 50.80 (2) 63.50 (2.5) 63.50 (2.5) 63.50 (2.5) 76.20 (3) 76.20 (3) 1,600,000 50.80 (2) 63.50 (2.5) 63.50 (2.5) 76.20 (3) 76.20 (3) 76.20 (3) 1,700,000 50.80 (2) 63.50 (2.5) 63.50 (2.5) 76.20 (3) 76.20 (3) 76.20 (3) 1,800,000 63.50 (2.5) 63.50 (2.5) 76.20 (3) 76.20 (3) 76.20 (.3) 76.20 (3) 1,900,000 63.50 (2.5) 63.50 (2.5) 76.20 (3) 76.20 (3) 76.20 (3) 76.20 (3) 2,000,000 63.50 (2.5) 63.50 (2.5) 76.20 (3) 76.20 (3) 76.20 (3) 88.90 (3.5) 2,200,000 63.50 (2.5) 76.20 (3) 76.20 (3) 76.20 (3) 88.90 (3.5) 88.90 (3.5) 2,400,000 63.50 (2.5) 76.20 (3) 76.20 (3) 76.20 (3) 88.90 (3.5) 88.90 (3.5) 2,600,000 63.50 (2.5) 76.20 (3) 76.20 (3) 88.90 (3.5) 88.90 (3.5) 88.90 (3.5) 2,800,000 63.50 (2.5) 76.20 (3) 76.20 (3) 88.90 (3.5) 88.90 (3.5) 88.90 (3.5) 3,000,000 63.50 (2.5) 76.20 (3) 88.90(3.5) 88.90 (3.5) 88.90 (3.5) 101.60(4) For L.P. Gas, correct the total Btu/hr by multiplying it by 0.6. The answer is the equivalent Btu on the above chart. Table 6 70458301 (EN) »Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 49 Gas Requirements l-ligli Altitude Bumer Orifice Sizing For proper operation at altitudes above 610 m (2000 feet), the gas bumer orifice size must be reduced to ensure complete combustion. Refer to Table 7. For CE models, consult local gas supplier Model Gas Altitude Burner Orifice New Rate Model Gas meters feet # mm inches Quantity Part No. (Btu/hr.)* Namral Gas 610-1220 2001-4000 26 3.7 0.1470 M401000 58,880 1221-1830 4001-6000 27 3.7 0.1440 M400998 53,760 025 Series 1831-2440 6001-8000 28 3.6 0.1405 M401014 48,640 025 Series 2441-3050 8001-10,000 29 3.4 0.1.360 1 M400997 43,520 025 Series L.P. Gas 610-1830 2001-6000 43 2.3 0.0890 M406184 58,880 1831-2440 6001-8000 44 2.2 0.0860 M401011 48,640 2441-3050 8001-10,000 46 2.1 0.0810 M401003 43,520 Natural Gas 610-1220 2001-4000 22 4.0 0.1570 M402996 67,160 1221-1830 4001-6000 24 3.9 0.1520 M402980 61..320 030 1831-2440 6001-8000 26 3.7 0.1470 M401000 55,480 Series 2441-3050 8001-10,000 28 3.6 0.1405 1 M401014 49,640 L.P. Gas 610-1830 2001-6000 42 2.4 0.0935 M403017 67,160 1831-2440 6001-8000 43 2.3 0.0890 M406184 55,480 2441-3050 8001-10,000 44 2.2 0.0860 M401011 49,640 Natural Gas 610-1220 2001 -4000 ?? 4.0 0.1570 M402996 134,320 1221 - 18.30 4001 - 6000 24 3.9 0.1520 M402980 122.640 TSO 1831-2440 6001 - 8000 26 3.7 0.1470 M401000 110,960 Series 2441 - 3050 8001 - 10,000 28 3.6 0.1405 2 M401014 99,280 L.R Gas 610-1830 2001 -6000 42 2.4 0.0935 M403017 134,320 1831-2440 6001 - 8000 43 2.3 0.0890 M406184 110,960 2441 - 3050 8001 - 10,000 44 2.2 0.0860 M401011 99,280 Nauiral Gas 610-1220 2001-4000 17 4.4 0.1730 M411374 82,800 1221-18.30 4001-6000 18 4.3 0.1695 M402988 75,600 035 Series 1831-2440 6001-8000 20 4.1 0.1610 M401002 68,400 035 Series 2441-.3050 8001-10,000 22 4.0 0.1570 1 M402996 61,200 035 Series L.P. Gas 610-1220 2001-4000 38 2.6 0.1015 1 M411376 82,800 1221-1830 4001-6000 39 2.5 0.0995 M401007 75,600 1831-2440 6001-8000 41 2.4 0.0960 M401015 68,400 2441-.3050 8001-10,000 42 2.4 0.0935 M403017 61,200 Namral Gas 610-1220 2001 -4000 15 4.6 0.1800 M411511 183,000 1221 - 1830 4001 -6000 17 4.4 0.17.30 M411374 168,400 T45 Series 1831-2440 6001 - 8000 18 4.3 0.1695 M402988 155,000 T45 Series 2441 -3050 8001 - 10,000 20 4.1 0.1610 M401002 142,600 T45 Series L.F Gas 610-1220 2001 -4000 36 2.7 0.1065 M402487 183,000 1221 - 18.30 4001 -6000 37 2.6 0.1040 M411375 168,400 1831 -2440 6001 - 8000 38 2.6 0.1015 M411376 155,000 2441-3050 8001 - 10,000 40 2.5 0.0980 M406361 142,600 *Btu,'hr. derate of 4% per 1000 feet (305 meters) of altitude. Table 6 (continued) 50 ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Gas Requirements Table 6 (continued) Model Gas Altitude Burner Orifice New Rate Model Gas meters feet # mm inches Quantity Part No. (Btu/hr.)* Namral Gas 610-1220 2001-4000 10 4.9 0.1929 M402994 104,360 1221-1830 4001-6000 12 4.8 0.1890 M411372 99,562 055 Series 1831-2440 6001-8000 14 4.6 0.1811 M411371 92,324 055 Series 2441-3050 8001-10,000 16 4.5 0.1772 1 M411373 87,321 055 Series L.R Gas 610-1220 2001-4000 32 2.9 0.1142 1 M402444 104,354 1221-1830 4001-6000 33 2.9 0.1142 M401022 99,027 1831-2440 6001-8000 35 2.8 0.1102 M402487 93,838 2441-3050 8001-10,000 36 2.7 0.1063 M411375 87,630 *Btu/hr derate of 4% per 1000 feet (305 meters) of altitude. Table 7 70458301 (EN) © Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 51 Electrical Requirements A WARNING To reduce the risk of electric shock, fire, explosion, serious injury or death: • Disconnect electric power to the tumble dryer before servicing. • Close gas shut-off valve to gas tumble dryer before servicing. • Close steam valve to steam tumble dryer before servicing. • Never start the tumble dryer with any guards/panels removed. • Whenever ground wires are removed during servicing, these ground wires must be reconnected to ensure that the tumble dryer is properly grounded. W002R1 To reduce the risk of fire and electric shock, check with a qualified serviceman for proper grounding procedures. Improper connection of the equipment grounding conductor may result In a risk of electric shock. W068 To reduce the risk of fire and electric shock, if electrical supply is coming from a three phase service, DO NOT connect a "High Leg" or "Stinger Leg" to a single phase machine. On a three phase machine. If there is a "High Leg" or "Stinger Leg" it should be connected to L3. IMPORTANT: Electrical connections must be made by a qualilled electrician using data on serial plate, installation manuals and wiring diagram provided with machine and according to local codes. Install a circuit breaker as close to the tumble dryer as possible. If more than one tumble dryer is being instaUed, a circuit breaker must be provided for each. NOTE: Connect machine to an individual branch circuit not shared with lighting or other equipment. NOTE: 3 Phase Machines Only - Do not use fuses to avoid the possibility of "single phasing" and causing premature failure of the motors. A WARNING In case of servicing (or putting the tumble dryer out of order), disconnect the tumble dryer from the main supply by switching off the circuit breaker. Wiring Diagram The wiring diagram is located in the junction or contactor box. The wiring diagram part number is in the lower portion of the electrical data on the serial plate. 52 © Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Electrical Requirements Grounding instructions NOTE: To ensure protection against shock, this tumble dryer MUST be electrically grounded in accordance with the local codes, or in the absence of local codes, with the latest edition ofthe National Electrical Code ANSI/NFPA No. 70. In Canada the electrical connections are to be made in accordance with CSA C22.1 latest edition Canadian Electrical Code, or local codes. Electrical work should be done by a qualified electrician. This tumble dryer must be grounded. In the event of maiflinction or breakdown, grounding wiii reduce tlie risk of electric shock by providing a path of least resistance for electric current. This tumble dryer must be connected to a groimded metal, permanent wiring system; or an equipment grounding conductor must be run with the circuit conductors and connected to the appropriate ground location. • Metal conduit and/or BX cable is not considered gromid. • Coimecting the Neutral from the electrical service box to the tumble dryer ground screw does not constitute a ground. • A dedicated ground conduit (wire) must be connected between the electrical service box ground bar and tumble dryer ground screw. A WARNING To reduce the risk of electrical shock, de-energize the electrical circuit being connected to the tumble dryer before making any eiectrical connections. All electrical connections should be made by a qualified electrician. Never attempt to connect a live circuit. A CAUTION Label all wires prior to disconnection when servicing controls. Wiring errors can cause improper and dangerous operation. Verify proper operation after servicing. W071 For CE Models Only All OPL (non-vend) models are factory-equipped with an emergency stop button on the front panel. If the emergency stop function is desired on coin-operated models, an extemal emergency stop button may be installed. NOTE: Activation ofthe emergency stop switch stops all machine control circuit functions, but DOES NOT remove all electrical power from machine. 70458301 (EN) ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 53 Electrical Requirements Service/Ground Location Models Through 7/9/12 Model Heat Source Ground and Terminal Block Locations Non-CE 025 030 035 055 Series Gas or Steam Terminal Block Control Tray TMB2127N Ground Lug Non-CE 025 030 035 055 Series Power Distribution Block Electric 3 § o / 3 0 n «I9 lli Accessory Box (located below control tray) NOTE: Do not make service connections in control trav. TMB2128N CE 025 030 035 055 Series Gas or Steam Models Through 7/31/11 Ground Screw Terminal Block TMB2129N CE 025 OSO 035 055 Series Ground Lug Electric Modeis Through 7/31/11 Power Distribution Block TMB2130N Figure 23 54 I Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Models Starting 7/10/12 Electrical Requirements Model Ground and Terminal Block Locations Non-CE 025 030 035 055 Series Ground Control Tray Power Distribution Block CE 025 OSO 035 055 Series I r oo oOO H m oo oQO o Ground Power Distribution Control Tray Block TMB2379N Figure 24 70458301 (EN) ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 55 Electrical Requirements Model Heat Source Ground and Terminal Block Locations Non-CE TS0/T45 Series T30: Gas or Steam T45; Gas Power Distribution Block Ground TMB2041N Non-CE TSO Series Ground Power Distribution Block Electric TMB2113N CE TS0/T45 Series T30: Gas or Steam T45: Gas Terminal Block Power Disconnect Models Through 7/31/11 Ground Screw TMB2114N CE TSO Series Electric Ground Lug Power Disconnect Models Through 7/31/11 Power Distribution Block TMB2115N Figure 25 56 ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) To Connect Electrical Service To The Tumble Dryer The following steps outline the procedure for connecting electrical service to the tumble dryer • 3 Phase Models - Each tumble dryer must be connected to its own individual branch circuit breaker, not fuses, to avoid the possibility of "single phasing" and causing premature failure of the motor(s). • Electrical service must be connected using the appropriate permanent rigid metal conduit system. • Service conductors must.be copper only. For an existing service, determine your service voltage and conductor amperage. Carefully review the tumble dryer serial plate ratings and Electrical Requirements section of this manual. If service is inadequate it must be upgraded by a qualified electrical contractor Never connect an improper or inadequate service to any machine. Configuring Your Tumble Dryer for Other Service Voltages Several gas and steam tumble dryer models have been designed to be field convertible to other service voltages. Refer to Table 8 for these models: Models If your Serial Plate voltage is: Your tumble dryer can be converted to the following voltages: 025.030, 035.055, T30 120 Volt''60 Hertz/ 1 Pliase 208-240 Volt/60 Hertz./ 1 Phase 025,030, 035, 055, 130 200-220 Volt/60 Hertz,' 1 Phase 100 Volt,'60 Hertz/ 1 Phase 025.030, 035.055, T30 200 Volt/'50 Hertz,' 1 Phase 100 Volt/50 Hertz/' 1 Phase 025,030, 035,055, 130, T45 240 Volt/60 Hertz,' 3 Phase 200-208 Volt''60 Hertz/ 3 Phase 025.030, 035.055, T30 380 Volt/50 Hertz,' 3 Phase 400-415 Volt/50 Hertz/ 3 Phase Table 8 NOTE: Electric models are not field convertible and must be connected to service specified on serial plate. Electrical Requirements If tiunble dryer requires conversion for use on another service voltage, complete the steps detailed in the Conversion Instructions section prior to connecting service to machine. If tumble dryer does not require conversion or has been converted according to the Conversion Instructions section of this manual, continue with step I. NOTE: The wiring diagram is located inside the junction or contactor box. 1. For new service, install a circuit breaker of proper voltage and current rating as close to each tumble dryer as possible. 2. Route service conduit from service breaker panel to tumble dryer ser\'ice connection box. Conduit routing should not obstruct access for maintenance or serv icing. Refer to Service/ Ground Location. 3. Pull conductors through conduit and attach to circuit breaker and groimd connection. Secure service groimd wire to the grounding screw or lug. Attach service conductors to appropriately labeled positions on the tenninal block. Make sure all coimections are secure. 4. Complete ferrite installation instmctions for all gas and steam models with OM control suffix. 5. Check electrical service phase sequence (3 Phase models only) as follows: a. Energize the electrical service and momentarily start the tumble dryer Check the direction of cylinder rotation. If the cylinder rotates clockwise as viewed fi'om the front, the phase sequence is correct. If the cylinder rotates counterclockwise, proceed with step b. b. Disconnect power to machine, discomiect and reverse the Ll and L2 connections on the terminal block. Electrical Connections for TSO and T45 Only All gas and steam tumble dryers require a single service coimection to TBI of the upper unit junction box only. The serial plate reflects current draw, breaker/fiise size and conductor amperage required for the entire machine. All electric tumble dryers require separate service coimections for each upper and lower imit. Serial Plate ratings reflect current draw, breaker/fuse size and conductor amperage required per unit. 70458301 (EN) ! Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 57 Electricai Requirements Conversion Instructions If serial plate voltage is: Tumble Dryer can be converted to the following voltages: 120 VoIt/60 Hertz/ 1 Phase 2W&G (All models except T45) 208-240 \'olt/60 Hertz/1 Phase Models: 3W&G 1. Prior to connecting service, locate the red or black with red stripe wire which runs between tenninal block and the fan motor relay or contactor. Refer to figure below. 120 V- LOCATION (AS RECEIVED) -L1- 208 OR 240 V- 120 ± 120 I 120 1 I V- -L3-c: 208 or 240 V- LOCATION (AS CONVERTED) RED OR BLK POWER DISTRIBUTION BLOCK '"i™,^!'' STRIPE TO FAN MOTOR RELAY OR CONTACTOR 2. Disconnect the red or black with red stripe wire firom L1 of the terminal block and connect to L2 of the terminal block. 3. Sign and date conversion sticker located on back of tiunble dryer 4. Follow the instructions covered in Connecting Electrical Service section. NOTE: Motors operate on 120 Volt power regardless of input voltage configuration. 240 Volt/60 Hertz/ 3 Phase 3W&G 200-208 Volt/60 Hertz/3 Phase Models: 3W&G 1. Prior to coimecting electric service, locate transformer configuration jumper in junction box area. 2. Remove the 240 Volt jumper and replace it with the 208 Volt jumper located in the hterature packet in cylinder 3. Sign and date conversion sticker located on back of tumble dryer 4. Follow the instructions covered in Connecting Electrical Service section. 58 ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Electrical Requirements If serial plate voltage is: Tumble Dr^er can be converted to the following voltages: 200-220 Voh/60 Hertz/ 1 Phase 200 Volt/50 Hertz/ 1 Phase 2W&G (All models except T45) 100 Volt/60 Hertz/1 Phase INTERN.4TI0NAL Models: 2W&G 100 Volt/50 Hertz/1 Phase INTERNATIONAL Models: 2W&G 1. Prior to connecting electric service, locate transfonner configuration jumper in junction box area. 2. Remove the 208 Volt jumper and replace it with the 100 Volt jumper located in the literature packet from cylinder 3. Remove small access cover from back of the fan motor Locate the two internal jumper wires, brown and blue connected to motor terminals #6 and #2. Move brovk'n wire from terminal #6 to terminal #2 and blue wire from terminal #2 to tenninal #4. Be carefiil not to confuse light blue motor harness wire with the dark blue internal jumper 4. Carefiilly check motor wire connections with wiring diagram and verify that the motors are configured for low voltage operation before replacing covers. 5. Sign and date conversion sticker located on back of tumble dryer. 6. Follow the instructions covered in Connecting Electrical Service section. 380 Volt/50 Hertz/ 3 Phase 3W&G (All models except T45) 400-415 Volt/50 Hertz/3 Phase Models: 3W&G 1. Prior to connecting electric service, locate transformer configuration jmnper in jimction box area. 2. Remove tiie 380 Volt jiunper and replace it with the 415 Volt jumper located in the literauue packet from cylinder 3. Sign and date conversion sticker located on back of tumble dryer 4. Follow the instmctions covered in Connecting Electrical Senice section. 70458301 (EN) ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 59 Electrical Requirements Ferrite Ring Installation (025, 030, 035 and 055 Series Only) Gas and Steam Models with OM Control Suffix Only (Models Through 7/31/11) The ferrite ring provided in the literature packet must be installed over the power leads during connection of electrical sen'ice. The fenite protects the sensitive electronic controls from destmctive electrical disturbances which may be present on power lines to the machine. Failure to properly install the ferrite ring may result in damage to the electronic controls and will void control warranty. To install: 1. Inmiediately after connection of power leads and before applying power to macliine, locate each of the incoming service leads including groimd. 2. Snap the ferrite ring closed over all the service leads inside of the contactor box as shown. Il is unportant that the fenite ring be installed inside the contactor box. Refer to Figure 26. Do not install the ferrite outside of the box or other area. Make sure that service leads are in the center of the ferrite before closing the ring so as not to pinch or damage leads. OO o OD oOO o TMB2096N 1 Ferrite Ring 2 Electrical Connections V.A.C. 3 Ground Wire Figure 26 60 ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Electrical Specifications NOTE: Electrical specifications below are subject to change without notice. Always refer to product serial plate for most current specifications of product being installed. NOTE: Use copper conductors only. NOTE: Connect to individual branch circuit. 025, 030 and 035 Series Gas and Steam Models Electrical Requirements NOTE: 3 Phase Only - Each tumble dryer must be connected to its own individual branch circuit breaker, not fuses, to avoid the possibility of "single phasing" and causing premature failure of tbe motor(s). Serial Plate Voltage Terminal Block Connections Required Serial Plate Amps Recommended Circuit Serial Plate Voltage Terminal Block Connections Required Nonreversing Reversing Breaker Rating Wire Size mm^ (AWG) 120V/60Hz/1ph L1, Neutral, and ground 12.0 N/A 15A- 1 pole 2.5(14) 208-240V/60Hz/1ph Ll, L2, Neutral, and ground 6.7 N/A 1 OA-2 pole 2.5(14) 120V/60Hz/1ph L1, Neutral, and ground N/A lOA- 1 pole 2.5(14) 208-240V/60Hz/1ph Ll, L2, Neutral, and ground 4.5** N/A 10A-2pole 2.5 (14) 100V/60Hz/1ph L1, Neutral, and ground 11.0 N/A 15A- 1 pole 2.5(14) 200-220V/60Hz/1ph Ll, Neutral, and ground 5.8 N/A lOA- 1 pole 2.5(14) 100V/50Hz/1ph L1, Neutral, and ground 12.1 N/A 20A - 1 pole 4(12) 200V/50Hz/1ph Ll, Neutral, and ground 7.5 N/A lOA-1 pole 2.5(14) 230.240V/50Hz/1ph Ll, Neutral, and ground 7.5 N/A lOA- 1 pole 2.5(14) 200-208V/60Hz/3ph Ll, L2, L3, and ground 3.2 4.0 lOA* - 3 pole 2.5(14) 240V/60Hz/Sph L1, L2, L3. and groimd 3.2 4.0 lOA* - 3 pole 2.5 (14) 200V/50Hz/Sph Ll, L2, L3, and ground 2.9 3.5 lOA* - 3 pole 2.5(14) 230-240V/50Hz/Sph Ll, L2, L3. and ground 3.5 N/A lOA* - 3 pole 2.5(14) S80V/50 or 60Hz/Sph Ll. L2, L3, and ground 1.5 2.0 lOA* - 3 pole 2.5 (14) 400-415V/50Hz/Sph L1, L2, L3. and ground 1.6 2.0 lOA* - 3 pole 2.5(14) 440V/60Hz/3ph Ll, L2, L3, and ground 1.6 N/A 10A*-3pole 2.5(14) 460^80V/60Hz/Sph L1, L2, L3. and ground 1.6 2.0 lOA* - 3 pole 2.5(14) * 3 Phase machines should not have fuses, breakers only. ** Special low Amp blower model, 025 Series only. N/A = Not Applicable Table 9 70458301 (EN) ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 61 Electrical Requirements 055 Series Gas Models Serial Plate Voltage Terminal Block Connections Required Serial Plate Amps Recommended Circuit Serial Plate Voltage Terminal Block Connections Required Nonreversing Reversing Breaker Rating Wire Size mm^ (AWG) 120V/60Hz/1ph Ll, Neutral, and ground 9.2 N/A 15A-1 pole 2.5 (14) 208-240V/60Hz/1ph Ll, L2, Neutral, and ground 6.5 N,'A 10A-2pole 2.5 (14) 100V/60Hz/1ph Ll. Neutral, and ground 9.8 N/A 15A-lpole 2.5 (14) 100V/50Hz/1ph Ll, Neumil, and ground 10 N,'A 15A-1 pole 2.5(14) 200V/50Hz/1ph Ll. Neutral, and ground 6.2 N/A 15A-lpole 2.5 (14) 2S0-240V/50Hz/1ph Ll, Neutral, and ground 5.5 N,'A lOA- 1 pole 2.5(14) 200-208V/60Hz/3ph Ll, L2, L3, and ground 4.0 4.0 10A*-3pole 2.5 (14) 240V/60Hz/3ph Ll, L2, L3, and ground 4.0 4.5 lOA* - 3 pole 2.5(14) 380V/50Hz/3ph Ll, L2, L3, and ground 2.0 2.5 lOA* - 3 pole 2.5 (14) 400-415V/50Hz/Sph Ll, L2, L3, and ground 2.0 2.5 lOA* - 3 pole 2.5(14) * 3 Phase machines should not have fuses, breakers only. N/A = Not Applicable Table 10 TSO Series Gas and Steam Models (Total Machine) Serial Plate Voltage Terminal Block Connections Required Serial Plate Amps Recommended Circuit Serial Plate Voltage Terminal Block Connections Required Serial Plate Amps Breaker Rating Wire Size mm^ (AWG) 120V/60Hz/1ph Ll, Neuual, and ground 16.0 20A - 1 pole 4(12) 208-240V/60Hz/1ph Ll, L2, Neutral, and ground 8.0 lOA - 2 pole 2.5 (14) 100V/60Hz/1ph L1, Neutral, and ground 22.0 30A -1 pole 6(10) 200-220V/60Hz/1ph Ll, Neutral, and ground 11.6 15A- 1 pole 2.5 (14) 100V/50Hz/1ph L1, Neuual, and ground 24.2 35A - 1 pole 10(8) 200/50Hz/1ph Ll, Neutral, and ground 15.0 20A - I pole 4(12) 230-240V/50Hz/1ph L1, Neutral, and ground 9.0 15A - 1 pole 2.5(14) 200-208V/60Hz/3ph Ll, L2, L3, and ground 6.4 10A*-3pole 2.5 (14) 240V/60Hz/3ph L1, L2, L3, and ground 6.4 10A*-3pole 2.5 (14) 200V/50Hz/3ph Ll, L2, L3, and ground 5.8 lOA* - 3 pole 2.5 (14) 230-240V/50Hz/Sph L1, L2, L3, and ground 7.0 10A*-3pole 2.5 (14) 380V/50 or 60Hz/3ph Ll, L2, L3, and ground 3.0 10A*-3pole 2.5 (14) 400-415V/50Hz/3ph L1, L2, L3, and ground 3.2 10A*-3pole 2.5 (14) 440V/60Hz/Sph Ll, L2, L3, and ground 3.3 lOA* - 3 pole 2.5 (14) 460-480V/60Hz/Sph Ll, L2, L3, and ground 3.3 10A*-3pole 2.5 (14) 3 Phase machines should not have ftises, breakers only. Table 11 62 ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301(EN) Electrical Requirements T45 Series Gas Models (Total Machine) Serial Plate Voltage Terminal Block Connections Required Serial Plate Amps Recommended Circuit Serial Plate Voltage Terminal Block Connections Required Serial Plate Amps Breaker Rating Wire Size mm^ (AWG) 208-240V/60Hz/1ph Ll, L2. Neutral, and ground 12.0 15A-2pole 2.5 (14) 230V/50Hz/1ph Ll, Neutral and ground 10.2 15A - 1 pole 2.5 (14) 200V/50HZ or 60Hz/1ph Ll, Neutral and ground 11.2 15A- 1 pole 2.5(14) 230-240V/50Hz/1ph Ll, Neutral and ground 10.8 15A-lpole 2.5 (14) 200-208V/60Hz/3ph Ll, L2, L3, and ground 9.6 15A*-3pole 2.5(14) 240V/60Hz/3ph Ll, L2, L3, and ground 9.6 15A*-3pole 2.5 (14) 3 Phase macliines should not have fuses, breakers onlv. 9 kW 025 Series Electric Models Table 12 Serial Plate Voltage Terminal Block Connections Required Serial Plate Amps Recommended Circuit Serial Plate Voltage Terminal Block Connections Required Nonreversing Reversing Breaker Rating Wire Size mm^ (AWG) 400V/50Hz/3ph Ll, L2, L3, and ground 16 N/A 20A* - 3 pole 4(12) * 3 Phase machines should not have fuses, breakers only. N/A = Not Applicable 12 kW 025 Series Electric Models Table 13 Serial Plate Voltage Terminal Block Connections Required Serial Plate Amps Recommended Circuit Serial Plate Voltage Terminal Block Connections Required Nonreversing Reversing Breaker Rating Wire Size mm^ (AWG) 208V/60Hz/1ph Ll, L2, Neutral, and ground 64 N,'A 80A - 2 pole 25 (4) 240V/60Hz/1ph Ll, L2, Neutral, and groimd 57 N/A 80A-2pole 25 (4) 200V/50Hz/1ph Ll, Neutral, and ground 63 NVA 80A - 1 pole 25 (4) 200V/60Hz/1ph Ll, L2 and ground 64 N/A 80A-2pole 25 (4) 2S0-240V/50Hz/1ph Ll, Neutral, and ground 58 NVA 80A - 1 pole 25 (4) 200-208V/60Hz/3ph Ll, L2, L3, and ground 37 37 50A* - 3 pole 16(6) 200V/50Hz/3ph Ll, L2, L3, and ground 36 36 50A* - 3 pole 16(6) 230-240V/50Hz/Sph Ll, L2, L3. and ground 33 N/A 50A* - 3 pole 16(6) 240V/60Hz/3ph Ll, L2, L3, and ground 33 33 50A* - 3 pole 16 (6) 380V/50 or 60Hz/3ph Ll. L2, L3. and ground 20 20 25A* - 3 pole 6 (10) 400<415V/50Hz/3ph Ll, L2. L3, and ground 18 18 25A* - 3 pole 6(10) 440V/eOHz/3ph L1. L2, L3, and ground 17 N/A 25 A* - 3 pole 6 (10) 460-480V/60Hz/Sph Ll, L2, L3, and ground 16 16 25A* - 3 pole 6(10) * 3 Phase machines should not have fuses, breakers only. N/A = Not Applicable Table 14 70458301 (EN) ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 63 Electrical Requirements 21 kW 030 Series Electric Models Serial Plate Voltage Terminal Block Connections Required Serial Plate Amps Recommended Circuit Serial Plate Voltage Terminal Block Connections Required Nonreversing Reversing Breaker Rating Wire Size mm2 (AWG) 208V/60Hz/1ph Ll, L2. Neutral, and ground 108 N.'A 150A-2pole 50(1,'0) 240V/60Hz/1ph Ll, L2, Neutral, and ground 94 N/A 125A - 2 pole 35 (1) 200V/60Hz/1ph Ll, Neutral, and ground 108 N.'A 150A- 1 pole 50(l,/0) 200V/50Hz/1ph Ll, Neutral, and ground 105 N/A 150A-lpole 50(1/0) 230-240V/50Hz/1ph Ll, Neutral, and ground 95 N,'A 125A-2pole 35 (1) 200-208V/60Hz/3ph** Ll, L2, L3, and ground 62 62 80A* - 3 pole 25 (4) 200V/50Hz/3ph** Ll, L2, L3, and ground 60 60 80A* - 3 pole 25 (4) 230-240V/50Hz/3ph** Ll, L2, L3, and ground 55 N/A 70A* - 3 pole 25 (4) 240V/60Hz/Sph** Ll, L2, L3, and ground 54 54 70A* - 3 pole 25(4) 380V/50 or 60Hz/Sph** Ll, L2, L3. and ground 33 33 45A* - 3 pole 10(8) 400-415V/50Hz/3ph** Ll, L2, L3, and groimd 31 31 40A* - 3 pole 10(8) 440V/60Hz/Sph Ll, L2, L3. and ground 29 N/A 40A* - 3 pole 10(8) 460-480V/60Hz/Sph** Ll, L2. L3, and ground 27 27 35A* - 3 pole 10(8) 3 Phase machines should not have fuses, breakers only. These serial plate voltages are only options available on the 30 series electric models. N/A = Not .Applicable * ** Table 15 21 kW T30 Series Electric Models Serial Plate Voltage Terminal Block Connections Required Serial Plate Amps Recommended Circuit Serial Plate Voltage Terminal Block Connections Required Serial Plate Amps Breaker Rating Wire Size mm^ (AWG) 200-208V/60Hz/Sph* Ll, L2, L3, and ground 62** 80A - 3 pole 25 (14) 200V/50Hz/Sph* Ll, L2, L3, and ground 60** 80A - 3 pole 25(14) 230-240V/50Hz/3ph* L1, L2, L3, and ground 70A - 3 pole 25 (14) 240V/60Hz/3ph* Ll, L2, L3, and ground 54** 70A - 3 pole 25 (14) 380V/50 or 60Hz/3ph* Ll, L2, L3, and ground 45A - 3 pole 10(8) 400-415V/50Hz/Sph* Ll, L2, L3. and ground 31** 40A - 3 pole 10(8) 440V/60Hz/3ph Ll, L2, L3, and ground 29** 40A - 3 pole 10(8) 460-480V/60Hz/Sph Ll, L2, L3, and ground 27** 35A-3pole 10(8) * These serial plate voltages are only options available on the T30 electric models. Current (Amp) is for one pocket ** Per heater on T30 electric models, each has two heaters. Table 16 only. 64 I Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Electrical Requirements 24 kW 035 Series Electric Models Serial Plate Voltage Terminal Block Connections Required Serial Plate Amps Recommended Circuit Serial Plate Voltage Terminal Block Connections Required Nonreversing Reversing Breaker Rating Wire Size mm2 (AWG) 208V/60Hz/1ph Ll, L2, Neutral, and ground 122 N/A 175A-2pole 70 (2/0) 240V/60Hz/1ph Ll, L2, Neutral, and ground 107 N,/A 150A-2pole .50(1/0) 200V/60Hz/1ph Ll, Neutral, and ground 122 N/A 175A- 1 pole 70 (2/0) 200V/50Hz/1ph Ll, Neutral, and ground 119 N,'A 150A-lpole 50(1/0) 230-240V/50Hz/1ph Ll, Neutral, and ground 108 N/A 150A- 1 pole 50 (1/0) 200-208V/60Hz/3ph Ll, L2, L3. and ground 71 71 90A* - 3 pole 26.7 (3) 200V/50Hz/3ph Ll, L2, L3, and ground 65 65 90A* - 3 pole 26.7 (3) 2S0-240V/50Hz/3ph Ll. L2, L3. and ground 62 N,'A 80A* - 3 pole 25 (4) 240V/60Hz/3ph Ll, L2', L3, and ground 62 62 80A* - 3 pole 25 (4) 380V/50 or 60Hz/3ph Ll, L2, L3, and ground 38 38 50A* - 3 pole 16(6) 400-415V/50Hz/3ph Ll, L2, L3, and ground 35 35 45A* - 3 pole 10(8) 440V/60Hz/3ph Ll, L2, L3. and ground 33 N/'A 45 A* - 3 pole 10(8) 460-480V/60Hz/3ph Ll, L2, L3, and ground 31 31 40A* - 3 pole 10(8) * 3 Phase macliines should not have fiises, breakers only, N/A = Not Api^licable 27 kW 055 Series Electric Models Table 17 Serial Plate Voltage Terminal Block Connections Required Serial Plate Amps Recommended Circuit Serial Plate Voltage Terminal Block Connections Required Nonreversing Reversing Breaker Rating Wire Size mm^ (AWG) 208V/60Hz/1ph Ll, L2, Neutral, and ground 129 N/A 175A-2pole 70 (2/0) 240V/60Hz/1ph Ll. L2, Neutral, and ground 115 N/A 150A-2pole 50 (1/0) 200V/60Hz/1ph Ll, Neutral, and ground 122 N.'A 175A-lpole 70 (2/0) 200V/50Hz/1ph Ll, Neutral, and ground 131 N/A 175A- 1 pole 70 (2,'0) 230-240V/50Hz/1ph L1, Neutral, and ground 119 N/A 150A- 1 pole 50(1/0) 200-208V/60Hz/3ph Ll, L2, L3. and ground 79 79 100A*-3pole 26.7 (3) 240V/60Hz/Sph Ll, L2, L3, and ground 65 65 80A* - 3 pole 25 (4) S80V/50Hz/Sph L1. L2, L3. and ground 43 43 60A* - 3 pole 10(8) 400-415V/50Hz/3ph Ll, L2, L3, and ground 38 38 50A* - 3 pole 10 (8) * 3 Phase machines should not have tuses, breakers only. N/A = Not Apphcable Table 18 70458301(EN) ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 65 steam Requirements NOTE: Machines require a constant 5.3 to 6.9 bar (80 to 100 psig) steam service for optimum operation. The maximum allowable steam pressure for use with 50 Hertz tumble dryers is 8.6 bar (125 psig). In no case may the pressure exceed the above value. Obtain specific steam service pipe sizes fi'om steam system supplier or a qualified steam fitter • Refer to Figure 27 for proper steam pipe configurations. • To prevent condensate draining from headers to tumble dryer, piping should have a minimum 305 mm (12 inch) rise above respective header Do not make steam connection to header with a horizontal or downward facing tee or elbow. • Whenever possible, horizontal mns of steam lines must drain, by gravit>', to respective steam header Water pockets, or an improperly drained steam header will provide wel steam, causing improper operation of tumble dryer If pockets or improper drainage caimot be eliminated, install a bypass trap to drain condensate from the low point in the steam header to the retum. • In both steam supply and steam retum hne, it is recommended that each have a pipe union and shut-off valve. This will enable you to discomiect the steam connections and service the tumble dryer while your laundry facility is in operation. • Connect the steam solenoid valve to the related steam coil inlet connection with nipples, flex hoses, unions and tees. • Strainers may require cleaning due to materials fi-om hoses or pipes. • Install vacuum breaker (optional), bucket trap with built-in strainer and check valve. For successful operation of tumble dryer, install trap 457 mm (18 inches) below coil and as near to the tumble dryer as possible. Inspect trap carefully for inlet and outlet markings and install according to trap manufacturer's instmctions. If steam is gravity retumed to boiler, omit trap but install vacuum breaker and check valve in retum line near tumble dryer Gravity retum requires entire retum plumbing be below steam coil outlets. • Install union and shut-ofif valve in retum line and make final pipe connections to retum header NOTE: To prevent water hammering, route return lines below outlets of steam coils. Piping Recommendations • Trap each steam coil individually. Always keep the trap clean and in good working condition. • When tumble dryer is on the end of a line of equipment, extend header at least 1.2 m (4 feet) beyond tumble dryer Install shut-off valve, union, check valve and b>pass trap at end of line. If gravity retum to boiler, omit trap. • Insulate steam supply and return lines for safety of operator and safety while servicing tumble dryer A WARNING All system components must have a 8,6 bar (125 psig) working pressure. Shut-off valves must be installed upstream of the steam solenoid valve and downstream of each steam trap so components can be isolated for maintenance or emergency purposes. All components (solenoid valve, traps) must be supported to minimize loads on the tumbler steam coll connections. 66 © Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Steam Requirements Installing Steam Trap and l\/lal<ing Condensate Return Connections The steam trap must be installed and the coil outlet connections must be connected to the condensate return lines. The following steps outline the procedure for installing the steam trap and coimecting the condensate retum lines. Refer to Figure 27 for typical installations. 1. Use flexible lines between steam inlet solenoid and steam coils, as well as outlet between steam coil and traps. 2. If necessary, install a strainer at the end of each flexible hose. 3. Install a steam trap to each strainer IMPORTANT: Steam trap must be instaUed a minimum of 457 mm (18 inches) below the steam coil outlet connections. 4. Install a shut-off valve to each steam trap. 5. Connect to the condensate retum lines. 6. For steam solenoid valve wiring cotmections, refer to Wiring Diagram supplied with tumble dr>'er 70458301 (EN) © Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 67 Steam Requirements Note: Refer to Table 19 for sizing of steam lines. Piping must also be sized accordingly for length of runs, and number of elbows. 1 Steam Coil 2 305 mm (12 in.) Riser 3 Condensate Return Line from Supply Une 4 Shut-Off Valve 5 Check Valve 6 Trap with Built-in Strainer 7 Vacuum Breaker (Optional) 8 457 mm (18 in.) Drop 9 Solenoid Valve (Supplied with machine) 10 Union Figure 27 Model Steam Pressure PSI (bar) Minimum Supply Pipe Diameter Steam Trap Size * Kilograms Condensate/Hour (Pounds Condensate/Hour) 025/030 Series 5.3-6.9 (80-100) 3/4 in. NPT 60.8(1.34) 035 Series 5.3-6.9 (80-100) 3/4 in. NPT 75.3 (166) TSO Series 5.3-6.9 (80-100) 3/4 in. NPT 49.9(110) Based on 100 psi. Table 19 68 © Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301(EN) Single Drop Timer NOTE: The following information is for models with an SD control suffix only. Power-Up Mode When power is apphed to the tumble dryer, the IN USE light flashes factory status infonnation. Following this, the control goes into READY Mode (light off) or RUN Mode if power was interrupted during a cycle (light on, time remaining unchanged). Ready Mode In READY Mode (light off), the control waits for the vend to be satisfied. When vend is satisfied the control goes into START Mode. Start Mode hi START Mode (light on), the vend has been satisfied but the start button has not been pressed. Time remaining in the cycle will not change until the start button is pressed. When the start button is pressed the inachine goes into RUN Mode. Run Mode In RUN Mode (light on), the machine is mnning a cycle and the time remaining is counting down. When time remaining counts down to zero, the control goes into READY Mode. Setting Dry Time Dipswitches To change the dry time on the mmble dryer, combinations of dipswitches can be set on the control. There are eight dipswitches on the tumble dryer control. The first six switches are used to program the amoimt of additional heat time given for each coin pulse. The additional drying time is added to the factory default minimiun heat time of one minute. A valve of I to 64 minutes of additional drying time is available for each coin drop pulse. Models Through Serial No. 0908xxxxx The last two switches are used to program the amount of additional cool down time. The additional cool down time is added to the factory default minimum cool down time of 1 minute. A value of 1 to 3 additional minutes is available. The control is shipped from the factory programmed with I minute of minimum heat time, preset with 7 additional minutes of drying time (dipswitches 1, 2 and 3 in ON position) and I minute of minimum cool down time for a total time of 9 minutes for a coin pulse. For dipswitch settings refer to Table 20. Models Starting Serial No. 0909xxxxx The seventh switch is used to program the amount of additional cool down time. The additional cool down time is added to the factory default minimum cool down time of 1 minute. A value of 3 additional minutes is available. The control is shipped from the factory programmed with 1 minute of minimum heat time, preset with 7 additional minutes of drying time (dipswitches 1, 2 and 3 in ON position) and 1 minute of minimum cool down time for a total time of 9 minutes for a coin pulse. For dipswitch settings refer to Table 20. The eight switch is used for the cycle reset. If the switch is OFF (default), the control will save the time left on a cycle in case of a power failure. If the switch is ON, the control will clear the cycle and go back to Ready Mode if there is a power failure. The control reads the dipswitch settings at power-up. The control must be powered down to change the dipswitch settings. To change the time for a com pulse, the desired dry time dipswitches must be set to ON position. All other dipswitches must be in OFF position. NOTE: The control must be powered down for 10 seconds before the dipswitches can be changed. Resetting Cycle Time to Zero (Models Starting Serial No. 0909xxxxx) To remove any cycle time that may have accumulated on the control during setup, the cycle time on the control can be reset to zero. To reset the time, unplug the tumble dryer and set dipswitch 8 to ON position. Restore power to the tumble dryer for 10 seconds and once again unplug tumble dryer. Set dipswitch 8 to OFF position and restore power to the tumble dryer. 70458301 (EN) I Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 69 Single Drop Timer Dipswitch Settings Heat Time Per Coin Pulse (in minutes) Heat Switch Number Heat Time Per Coin Pulse (in minutes) 1 2 3 4 5 6 1 OFF OFF OFF OFF OFF OFF 2 ON OFF OFF OFF OFF OFF 3 OFF ON OFF OFF OFF OFF 4 ON ON OFF OFF OFF OFF 5 OFF OFF ON OFF OFF OFF 6 ON OFF ON OFF OFF OFF 7 OFF ON ON OFF OFF OFF 8 (factory default) ON ON ON OFF OFF OFF 9 OFF OFF OFF ON OFF OFF 10 ON OFF OFF ON OFF OFF 11 OFF ON OFF ON OFF OFF 12 ON ON OFF ON OFF OFF 13 OFF OFF ON ON OFF OFF 14 ON OFF ON ON OFF OFF 15 OFF ON ON ON OFF OFF 16 ON ON ON ON OFF OFF 17 OFF OFF OFF OFF ON OFF 18 ON OFF OFF OFF ON OFF 19 OFF ON OFF OFF ON OFF 20 ON ON OFF OFF ON OFF 21 OFF OFF ON OFF ON OFF 22 ON OFF ON OFF ON OFF 23 OFF ON ON OFF ON OFF 24 ON ON ON OFF ON OFF 25 OFF OFF OFF ON ON OFF 26 ON OFF OFF ON ON OFF 27 OFF ON OFF ON ON OFF 28 ON ON OFF ON ON OFF 29 OFF OFF ON ON ON OFF 30 ON OFF ON ON ON OFF 31 OFF ON ON ON ON OFF 32 ON ON ON ON ON OFF 33 OFF OFF OFF OFF OFF ON 34 ON OFF OFF OFF OFF ON 35 OFF ON OFF OFF OFF ON 36 ON ON OFF OFF OFF ON 37 OFF OFF ON OFF OFF ON Table 19 (continued) 70 © Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Single Drop Timer Table 19 (continued) Heat Time Per Coin Pulse (in minutes) Heat Switch Number Heat Time Per Coin Pulse (in minutes) 1 2 3 4 5 6 38 ON OFF ON OFF OFF ON 39 OFF ON ON OFF OFF ON 40 ON ON ON OFF OFF ON 41 OFF OFF OFF ON OFF ON 42 ON OFF OFF ON OFF ON 43 OFF ON OFF ON OFF ON 44 ON ON OFF ON OFF ON 45 OFF OFF ON ON OFF ON 46 ON OFF ON ON OFF ON 47 OFF ON ON ON OFF ON 48 ON ON ON ON OFF ON 49 OFF OFF OFF OFF ON ON 50 ON OFF OFF OFF ON ON 51 OFF ON OFF OFF ON ON 52 ON ON OFF OFF ON ON 53 OFF OFF ON OFF ON ON 54 ON OFF ON OFF ON ON 55 OFF ON ON OFF ON ON 56 ON ON ON OFF ON ON 57 OFF OFF OFF ON ON ON 58 ON OFF OFF ON ON ON 59 OFF ON OFF ON ON ON 60 ON ON OFF ON ON ON 61 OFF OFF ON ON ON ON 62 ON OFF ON ON ON ON 63 OFF ON ON ON ON ON 64 ON ON ON ON ON ON Models Through Serial No. 0908xxxxx Models starting Serial No. OSOSxxxxx Cool Down Per Cycle (in minutes) Cool Down Switch Number Cool Down Per Cycle (in minutes) 7 8 1 (factory default) OFF OFF 2 ON OFF 3 OFF ON 4 ON ON Cool Down Per Cycle (in minutes) Cool Down Switch Number Cool Down Per Cycle (in minutes) 7 1 (factory default) OFF 3 ON Cycle Reset Switch Number 8 OFF ON Total Cycle Time = Heat Time -i- Cool Down Time Table 20 70458301 (EN) ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 71 Operating Instructions A WARNING To reduce the risk of fire: • PO NOT DRY articles containing foam rubber or similarly textured rubberlike materials. • DO NOT DRY plastics, anything containing wax or chemicals such as mops and cleaning cloths, or anything dry-cleaned at home with a dry-cleaning solvent. • DO NOT TUMBLE fiberglass curtains and draperies unless the label says it can be done. If they are dried, wipe out the cylinder with a damp cloth to remove particles of fiberglass. wore To reduce the risk of serious injury, allow cylinder to stop before cleaning lint screen. Emergency Stop Button on CE Models All CE approved tumble dryers are factory equipped with an emergency stop button located on the fi-ont panel. Refer to Figure 28 and Figure 29. 025, 030, 035 AND 055 SERIES TMB1664N 1 Emergency Stop Button Figure 28 T30 AND T45 SERIES 1 Emergency Stop Button To operate emergency stop button: a. Press red emergency stop button to stop all action. b. To restart machine, pull red emergency stop button out and press START pad or button. NOTE: Activation of the emergency stop button stops all machine control circuit functions, but DOES NOT remove all electrical power from machine. A WARNING To reduce the risk of fire, electric shock, or injury to persons, read the IMPORTANT SAFETY INSTRUCTIONS before operating this appliance. W727 IMPORTANT: This appliance shall not be used to dry off solvents or dry cleaning fluids. Figure 29 72 > Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Operating Instructions Step 1: Clean Lint Screen/Compartment Remove any accumulated lint from the lint screen and compartment. Close panel tightly against tumble dryer frame and lock panel securely, if applicable. IMPORTANT: Clean lint screen and lint compartment daily. FaUure to clean the lint screen daily will result in higher than normal temperatures that may damage laundry. A WARNING To reduce the risk of fire and risk of lint collecting in exhaust duct, do not operate tumbler without lint filter In place. Step 2: Load Laundry Open loading door and load cylinder with laundry. Maximum drying load is: Model kg pound 025 11.3 25 030 13.6 30 T30 (per cylinder) 13.6 30 035 15.9 35 T45 (per cylinder) 20.5 45 055 24.9 55 DO NOT OVERLOAD. NOTE: Overloading causes slow drying and wrinkling. Close loading door Tumble dryer will not operate with the door open. Operating Instructions Step 3: Determine Control Type and Temperature Setting Refer to the various control pages and follow instmctions for the appropriate control type. The type of fabric being dried will detemiine the temperature setting. Consult the fabric care label or fabric manufacturer to determine proper temperatiue setting. IMPORTANT: Always follow the fabric care instructions supplied by the garment manufacturer. Step 4: Remove Laundry When the cycle is complete, open door and remove the laundry. 70458301 (EN) ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 73 operating Instructions Control instructions Dual Digital Timer Control QT and RQ Control Suffixes 1. Select HIGH, MED, LOW or NO HEAT by tuming tlie temperature knob. HIGH Temperature 88°C (190°F) MED Temperature 77°C (170°F) LOW Temperature 49°C (120°F) Figure 30 2. Set the HEAT TIME for the number of minutes (from 0 - 60) desired. & © •HEAT TIME- a a TMB2148N Figure 31 3. Set the COOL DOWN TIME for the number of minutes (from 0-15) desired. I COOL DOWN nME 1 aa V TMB2149N Figure 32 4. Select reversing or nonreversing cylinder rotation setting, ifappllcable. 5. Press and release START button to start tumble dryer Display will show minutes remaining before end of cycle. Figure 34 NOTE: One touch drjing is available for repetitive loads. If the START button is pressed while the machine is in Idle Mode, when the display is dark, the tumble dryer will repeat the last drying cycle. If the cycle time is adjusted before the cycle is started, the time displayed when the START button was pressed will be used for future cycles. IMPORTANT: To stop the tumble dry er at any time during the cycle, OPEN DOOR. If the loading door or lint panel door is opened during the cycle, the heating system will shut off and the motor wUl stop. To restart the cycle, both doors must be closed and the START button must be pressed in. If the load cools to 32°C (90°F) before cool down time expires, the control will flash "Lr" (load ready) in the heat time display. If the door is not opened, the tumble dryer completes the selected cool down time. If the door is opened after reaching "Lr" temperature, the cycle will be terminated. NOTE: If display shows an error code, refer to Error Codes section. 6. When the cycle is complete, open door and remove the laundry. A WARNING To prevent the risk of fire, remove laundry immediately in case of power failure. NOTE: This machine includes an anti-wrinkle/ extended tumble feature. After the drying cycle is complete, the cylinder will tumble without heat every few minutes. The intermittent tumbling will continue for one hour or until the door is opened. Anti-wrinkle feature will tumble the load without heat for 30 seconds every 2 minutes for 1 hour OR until the loading door is opened. Figure 33 74 ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Error Codes Operating Instructions Display Definition Corrective Action OP Open themiistor error • Check thermistor Replace if inoperative. • Check wiring diagram between control and thermistor Refer to wiring diagram for proper wiring. • Check control. Replace if inoperative. SH Shorted themiistor error • Check themiistor Replace if inoperative. • Check wiring between control and themiistor Refer to wiring diagram for proper wiring. • Check control. Replace if inoperative. AF-1 Airflow switch closed when cycle started • Check airflow switch. Replace if inoperative. AF-2 Airflow switch failed to close after cycle started • Check airflow switch. Replace if inoperative. AF (Flashing) Bouncing Airflow Switch • Check airflow switch to ensure diat it is properly aligned and securely mounted in the mounting bracket. • Make sure airflow switch can open and close freely. • Check installation and make sure tliere is adequate airflow. • Make sure exhaust is not blocked. • Clean the lint screen. • Replace airflow switch if inoperative. AF (Solid) Airflow Switch Closed when Resuming Cycle • Allow up to 20 seconds for this condition to clear. • Check if airflow switch opens at end of cycle. • Replace airflow switch if inoperative. 70458301 (EN) I Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 75 Operating Instructions Electronic OPL Micro Control OM Control Suffix 1. To use an Automatic Cycle, press an ON/ SELECT pad. Select HIGH. MEDIUM, MED LOW, LOW or NO HEAT for items that should not be dried with heat. A light to the left of the selected pad fights up. HIGH temperature* 85°C (I85°F) HIGH temperature** 88°C (190°F) MED temperature* 7l°C (160°F) MED temperature** 74°C (165°F) MED LOW temperature* 63°C (145°F) MED LOW temperature** 68T (155T) LOW temperature (025-055) 49°C (120°F) * =(025,030) **=(035.055) To use a Time Dry or Custom Cycle, refer to the Programming Manual. ON/SELECT- TMB1483N Figure 35 NOTE: Do not press directly on lights or the center of pad. For proper selection, press on pad slightly to the right of center. Refer to Figure 36. 2. Press START pad to start tumble dryer /STARTS TMB1485N Figure 37 NOTE: All pads can be pressed in any sequence without damaging control or tumble dryer. To stop the tumble dryer at any time, open the door or press STOP/RESET. (STORRSETN . © J TMB1484N Figure 38 NOTE: The window display will flash. Press STOP/ RESET twice (within three seconds) to end the cycle and reset the control to idle status. To restart the tumble dryer, CLOSE door and press START pad. IMPORTANT: If the loading door or lint panel door is opened during the cycle, the heating system will shut off and the motor will stop. To restart the cycle, both doors must be closed and START pad must be pressed. 3. When the cycle is complete, open door and remove the laundry. WARNING To prevent the risk of fire, remove laundry immediately in case of power faiiure. NOTE: This machine includes an anti-wrinkle/ extended tumble feature. After the drying cycle is complete, the cylinder will tumble without heat every few minutes. The intermittent tumbling will continue for one hour or until the door is opened. Figure 36 76 I Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Operating Instructions Single Drop Control SD and SX Control Suffixes 1. Select HIGH, MED, LOW or NO HEAT by turning the temperature knob. HIGH Temperature 88°C (190°F) MED Temperature 71°C (160°F) LOW Temperature 54°C (BOT) i LOW mo V-—... • • 1 1 • MO > // HIOH HEAT TMB2147N Figure 39 2. Insert the coin(s) in the coin slot. Figure 40 3. Press START button to start tumble drver Figure 41 IMPORTANT: To stop the tumble dryer at any time during the cycle, OPEN DOOR. To restart the tumble dryer, CLOSE door and press START button. NOTE: If display shows an error code, refer to Error Codes section. 4. When the cycle is complete, open door and remove the laundry. A WARNING To prevent the risk of fire, remove laundry immediately in case of power faiiure. W779 NOTE: This machine includes an extended tumble feature. Starting 20 minutes after a cycle ends, the cylinder will tumble for two minutes every hour without heat, up to 18 hours or until door is opened. Power-Up Mode When power is applied to the tumble dryer the control will enter Ready Mode, unless a cycle was in process prior to a disruption of power If a power disruption is less than 5 seconds, with a cycle in process, the control will enter Run Mode once power is restored and continue the cycle. If a power disruption is more than 5 seconds, with a cycle in process, the control will enter START Mode once power is restored. If the dry time dipswitch settings have not changed from the factory default, the IN USE LED will flash two to five times, depending on model. Ready Mode In Ready Mode, the control waits for the vend to be satisfied before entering START Mode. start Mode In Start Mode, the vend has been satisfied, but the Start button has not been pressed. The IN USE LED will be lit. The timer will not count down until the START button is pressed. Run Mode In Run Mode, the control is running a cycle. The IN USE LED is lit. Door Open Mode In Door Open Mode, the control turns off the heater and motor when the door is opened during a run cycle. The timer will continue to count down time and the IN USE LED is lit. End of Cycle Mode In End of Cycle Mode, a cycle is complete and the IN USE LED is off. The control remains in this mode until the door is opened or additional vend has been satisfied. 70458301 (EN) ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 77 Operating Instructions Topoffs Any time the control receives a coin drop pulse during a cycle it will add the prograimned dry time to the time currently remaining in the cycle. The maximum cycle time is 99 minutes, the control will not add time beyond 99 minutes. The cool down time will not change. If the control receives a coin drop pulse during cool down the IN USE LED will flash briefly to indicate the coin input, the machine will exit cool down and it will start heating. The cycle time will be equal to tlie programmed dry time. Temperature Selector Switch For five minutes after the control is powered up, there is a diagnostic feature that allows the temperature selector switches to be tested. When the temperature selector is changed, the new setting is displayed by flashing the IN USE LED as follows: High/Normal: 4 flashes Medium/'PP: 3 flashes Low/Delicate: 2 flashes No Heat: 1 flash NOTE: To change dipswitch settings refer to Single Drop Timer Section. Error Codes To Program a Short Test Cycle: 1. Unplug machine power cord. 2. Write down machine control dip switch settings, then set them all to the off position. Refer to Figure 42. 3. Plug machine in and start a cycle. NOTE: With all control dip switches off, the total cycle time wUl be 2 minutes long (1 minute of heat and 1 minute of cool down). 4. Once all testing is complete, unplug machine and re-set dip switches to their original settings. 5. Plug machine in. Figure 42 Display Definition Corrective Action AF (flashing) Airflow switch opened/closed 5 or more times in a miming cycle. • Check airflow switch. Replace if inoperative. 78 ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301(EN) MDC Coin and Card Control BB, BC, BG, BL, BW, BX, BY and BI Control Suffixes 1. Select temperature by pressing the appropriate temperature pad. HIGH Temperatiu-e 88°C (190°F) MED Temperature 82°C (180°F) LOW Temperatiu-e 72°C (160°F) DELICATES Temperatiue 54°C (130°F) •X""'*) TMB2338N Figure 43 2. Insert the coin(s) in the coin slot, or the card into the opening. 9i 1 TMB1492N TMB1963N Figure 44 Operating Instructions 3. Press START pad to start tumble dryer ^ STAIST , Figure 45 IMPORTANT: To stop the tumble dryer at any time during the cycle, OPEN DOOR. To restart the tumble dryer, CLOSE door and press START pad. 4. When the cycle is complete, open door and remove the laundry. WARNING To prevent the risk of fire, remove laundry immediately in case of power failure. 70458301 (EN) I Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 79 Operating Instructions r f "\ r ?^ i : f J f f J J INSERT DRYING COOL COINS/CARD DOWN ^(jirE^^ ^(^TO^ ^(^HEST fe)(lg))^^gl^ START^ Figure 46 Quantum Control LB, LC, LW, LX, LY, LZ, WB, WC, WW, WX, WYand WZ Control Suffixes 1. Select HIGH, MED, LOW, NO HEAT or DELICATES by pressing the appropriate temperature pad. HIGH Temperature 88°C (190°F) MED Temperature 82°C (180°F) LOW Temperahire 72°C (160T) DELICATES Temperatiire 54°C (130°F) 2. Insert the coin(s) in the coin slot or card into the card opening. 3. Press START pad to start tumble dryer IMPORTANT: To stop the tumble dryer at any time during a cycle, OPEN DOOR. To restart the tumble dryer, CLOSE door and press START pad. 4. When the cycle is complete, open door and remove the laundry. WARNING To prevent the risk of fire, remove laundry immediately in case of power failure. W779 NOTE: This machine includes an extended tumble feature. Starting 20 minutes after a cycle ends, the cylinder will tumble for two minutes every hour without heat, up to 18 hours or until door is opened. 80 © Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Operating Instructions Powered by el ooo Insert Drying Cool CoinyCard Down • High I 111—1 low Temp • ll'—' Temp • Temp l<||DDelicalesl-START TMB1438R Figure 47 Galaxy 600 Control KB, KC, KW, KX, KYand KZ Control Suffixes 1. Select HIGH, MED, LOW or DELICATES by pressing the appropriate temperature pad. HIGH Temperature 88°C (190°F) MED Temperature 82°C (180°F) LOW Temperature 72°C (160°F) DELICATES Temperature 54°C (130°F) 2. Insert the coin(s) in the coin slot or card into the card opening. 3. Press START pad to start tumble dryer IMPORTANT: To stop the tumble dryer at any time duruig a cycle, OPEN DOOR. To restart the tumble dryer, CLOSE door and press START pad. 4. When the cycle is complete, open door and remove the laundry. A WARNING To prevent the risk of fire, remove laundry Immediately in case of power failure. W779 NOTE: This machine includes an extended tumble feature. Starting 20 minutes after a cycle ends, the cyUnder will tumble for two minutes every hour without heat, up to 18 hours or until door is opened. 70458301 (EN) © Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 81 Operating Instructions S MODELS H MODELS • • • m BACK STOP® START<J>.J TMB1345R U MODELS Y MODELS TMB1346R C, D, AND I MODELS o o o o PROGRAD! REVERSING ENERGY HEATING SAVER '2 V_ BACK i /STARTSi r" STOPA V® J • a • • —•* ECO • • • • • TMB2370N TMB1375R Figure 48 LED OPL Control EO and RE Control Suffixes 1. Press the Up (i) or Down (0 keypad to change cycles. To customize a cycle, refer to tlie Programming Manual. 2. Press START i<$>M) to Start selected cycle. IMPORTANT: If the loading door or lint panel door is opened during the cycle, the heating system will shut off and the motor will stop. To restart the cycle, both doors must be closed and the START «!>/•-') pad must be pressed. 3. When the cycle is complete, open door and remove laundry. WARNING To prevent the risk of fire, remove laundry immediately In case of power failure. NOTE: This machine includes an anti-wrinkle/ extended tumble feature. After the drying cycle is complete, the cylinder will tumble without heat every few minutes. The intermittent tumbling will continue for one hour or until the door is opened. After an hour the machine enters delayed tumble and will tumble for two minutes everj' hour for up to 18 hours or until the door is opened. 82 I Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Operating Instructions START 1 ENTER STOP ON/OFF 13 [3 TMB1276C Figure 49 UniLinc Control UO and RU Control Suffixes 1. Press the (-) or (-) keypad to change cycles. The center liighMglited position is the selected cycle. To customize a cycle, refer to the Programming Manual. 2. Press START Hirl to Start selected cvcle. IMPORTANT: If the loading door or lint panel door is opened during the cycle, the heating system will shut off and the motor will stop. To restart the cycle, both doors must be closed and the START Iwmk} pad must be pressed. 3. When the cycle is complete, open door and remove laundry. A WARNING To prevent the risk of fire, remove laundry immediately In case of power failure. W779 NOTE: This machine includes an anti-wrinkle/ extended tumble feature. After the drying cycle is complete, the cylinder will tumble without heat every few minutes. The intermittent tumbling will continue for one hour or until the door is opened. After an hour the machine enters delayed tumble and will tumble for two minutes every hour for up to 18 hours or until the door is opened. 70458301 (EN) > Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 83 Operating Instructions DX4 Coin Control 3B, 3V, 3Wand 3X Control Suffixes 1. Open door and fill drum with clothes. 2. Close door 3. Insert the coin(s) in the coin slot. 4. Press and release one of the cycle buttons to select a cycle and start the tumble dryer Refer to Table 2T To use a custom cycle, refer to the Programming Manual. Figure 50 Temperature Drying Time Cool Down Time Left Button 40°C (104°F) Varies 2 min. Middle Button 60°C(140°F) Varies 2 min. Right Button 80''C(176°F) Varies 2 min. Table 21 NOTE: Drying times will be dependent on the number of coins that are inserted in the coin slot. IMPORTANT: To stop the tumble dryer at any time during the cycle, OPEN DOOR. To restart the tumble dryer, CLOSE door and press START button. 5. When the cycle is complete, open door and remove the laundry. A WARNING To prevent the risk of fire, remove laundry immediately in case of power failure. DX4 OPL Control 30 and R3 Control Suffixes 1. Open door and fill drum with clothes. 2. Press and release one of the cycle buttons to select a cycle and start the tumble dryer Refer to Table 22. To use a custom cycle, refer to the Programming Manual. Figure 51 Temperature Drying Time Cool Down Time Left Button 40T(104°F) 30 min. 2 min. Middle Button 60°C (140°F) .^0 min. 2 min. Riglit Button 80°C(176°F) 35 min. 2 min. Table 22 IMPORTANT: To stop the tumble dryer at any time during the cycle, OPEN DOOR. To restart the tumble drj'er, CLOSE door and press START button. 3. When the cycle is complete, open door and remove the laundry. WARNING To prevent the risk of fire, remove laundry immediately in case of power failure. W779 84 ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301(EN) Operating Instructions Diagnostic Microprocessor Control General Operation The Diagnostic Microprocessor Control (DMP) is designed to manage the drying and cooling cycles of the tumble dryer The controller is also programmed from the factory witli five different default programs as described below. The operator has the flexibility to select the time for the drying and the cool down cycles and the drying teniperaUue. The operator may also select either reversing or nonreversing basket action only if the tumble dryer is equipped for reversing. The operator may also reprogram the default programs. See Programming. Default Programs Programs Dry Time (Min.) Cool Time (Min.) Temp. Set Point Reversing 1 - Towels 40 5 85"/9rC (185'-V195T) No 2 - Sheets 30 5 74°C(165T) Yes 3 - Misc-1 30 5 66T(150T) No 4 - Misc-2 25 5 57T(135T) Yes 5 - Extra Dry 5 2 66''C(150<'F) No NOTE: If an altered program is determined to be corrupted, the default program settings will be used. Table 23 Features • Drying time: 0-60 minutes • Cooling time: 2-60 minutes • LED display of cycle time, set temperature, and actual temperature • Thermistor controlled temperature • Safety tumble cycle • Buzzer for end of cycle, audible alarm • Reversing/Nonreversing selection • Five user programmable programs • RPM display - when equipped with rotational sensor only • Monitors the lint door switch operation • Monitors the thermistor for operation The minimum drying time is 0 minutes, and the minimum coohng time is 2 minutes. The maximum drying or cooling time is 60 minutes. The drying temperature maybe set firom 3 ST (100°F) to 85791"C (1857195T). The drying rime, coohng time, or temperature may be modified diuing an operating cycle. If it is necessary to reset the drying and cooling times for the current cycle, press STOP once to stop the tumble dryer Press STOP again to cancel the cycle. If it is necessary to change programs during a current cycle, press STOP once to stop the tmnble dryer and press STOP again to cancel the current cycle. 70458301 (EN) ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 85 Operating Instructions DMP OPL Models DO Control Suffix Description of the OPL Control Panel Refer to Figure 52. 1 2 3 4 5 6 7 8 9 10 11 12 •A V BRYING ^ O COaiNG O TEMPERATURE | O TMB195eN START. Starts or resumes the current program or cycle. STOP. Temporarily halts the current cycle or cancels the current program. Reversing/Nonreversing (REV). Changes the selection between reversing and nonreversing cylinder action. Reversing LED. Illuminated when set for reversing. Up/Down An-ows. Increases or decreases the value In the display. In conjunction with the DISPLAY button, these buttons are used to adjust the drying time, cooling time, temperature, clockwise time, dwell time, counter- clod^wise time, and minutes per coin (Coin only). Display. Displays the drying time, cooling time, drying temperature and diagnostic codes. Program Select. This button toggles through the five user programmable programs. Holding this button will save a program, as indicated in Programming. User Program LEDs. Illumination shows which user program is currently being displayed. Display Select. Toggles the display between the drying time, cooling time, and temperature settings. Pressing the Display button for 3 seconds allows the user to display the drying cycle temperature. DRYING LED. Illuminated when in the drying cycle. COOLING LED. Illuminated when in the cooling cycle, or when the display is currently showing the time for the cooling cycle. TEMPERATURE LED. Illuminated when the display is showing the temperature setting. Figure 52 86 ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Operating Instructions DMP OPL Features DIP Switch Settings The DMP has an 8 position DIP switch bank that is accessible from the back of the control board. By switching these DIP switches, it is possible for the operator to customize the display and some of the operating features of the tumble dryer Function OPL Coin 1 Tumble dryer Type OFF ON OPL=Off; CoinOn 2 Temperature Units OFF OFF ''F=Off; T=On 3 Local'Tlemote Reversing ON ON Local=On; Remote=Off 4 Empt>' ON ON Always ON 5 Empty ON ON Always ON 6 Buzzer Timer ON ON 5 Sec=Off; Continuous=On 7 Safetv Tumble (OPL) or Coin Count'Pay (Coin) ON OFF #1 #7 DIP SWTTCH 7 Safetv Tumble (OPL) or Coin Count'Pay (Coin) ON OFF OFF ON SAFETY TUMBLE 7 Safetv Tumble (OPL) or Coin Count'Pay (Coin) ON OFF OFF OFF NO S.AFETY TUMBLE 7 Safetv Tumble (OPL) or Coin Count'Pay (Coin) ON OFF ON ON COIN COUNT 7 Safetv Tumble (OPL) or Coin Count'Pay (Coin) ON OFF ON OFF PAY 8 Programming OFF OFF Disable=Otr; Enable=On Table 24 DIP Switch Functions Explained 1. Tumble dryer Type: This DIP switch selects the type of tumble dryer, i.e., OPL or Coin. 2. Temperature Units: Selects T or "C for the temperature display. Factory setting is for °F. 3. Local/Remote Reversing: Preset at tlie factory; usually for local reversing. Remote reversing for use with Reversing Timer Board only. 4. Empty: Preset at the factory; always ON. 5. Enipt>': Preset at the factory; always ON. 6. Buzzer Timer: This DIP switch detennines the lengtli of time that the end of cycle buzzer will remain on. "OFF" indicates that the buzzer will sound for 5 seconds when the drying cycle is completed. "ON" indicates that the buzzer will sound continuously until the STOP button is pressed or tlie loading door is opened. Safety Tumble (OPL) or Coin count/Pay (Coin): If DIP switch #1 is set for OPL, then DIP switch #7 in the ON position enables the safety tumble. If DIP switch #1 is set for Coin, then DIP switch #7 in the ON position enables the display of the coin count. DIP switch #7 in the OFF position enables the display of "PAy", to indicate that coins are needed to run the tumble dryer Programming: This switch enables or disables the prograimning feature and should normally be in the OFF position. 70458301 (EN) ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 87 Operating Instructions DMP Coin DV and DX Control Suffixes Description of The Coin Control Panel Refer to Figure 53. 4 5 6 7 8 9 Clock Symbol. This symbol of a clock indicates that the time in the display is counting down to zero. Display. Displays the drying time, cooling time, drying temperature, and diagnostics. Hidden Keys. Used for programming in the coin mode - increases or decreases the value in the display In conjunction with the START button, these buttons are used to adjust the drying time, cooling time, temperature, clockwise time, dwell time, counterclockwise time, and minutes per coin. Temperature LEDs. Indicate temperature setting. DRYING LED. Illuminated when in the drying cycle. INSTRUCTIONS. Instructions to start a drying cycle. COOLING LED. Illuminated when in the cooling cycle or when the display is currently showing the time for the cooling cycle. START. Starts or resumes the current program or cycle Temperature Select. This button toggles through the three temperature selections. Figure 53 88 © Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) DMP Coin Features Coin Keypad Interface - START button to start or resume a cycle. - TEMP button to select HIGH, MEDIUIVI, or LOW temperature. - Two hidden buttons to increment or decrement the programmable time and temperature options. Power-Up Upon applying power to the tumble dryer, the display will show "PAy" and the DRYING and COOLING ' LEDs will be off until coins are deposited to increase the tumble dryer run time. When time is displayed, the defauh (LOW) temperature setting LED will be on until a different temperature setting is selected. Power Failure If a power loss occurs during operation, a cycle will not resume until the START button is pressed. To cancel the remaining cycle, press the internal CLEAR button. Coin Operation The tumble dryer run time is determined by the pre- programmed run time per coin and the number of coins deposited into the tumble dryer. The maximum time that can be accumulated and displayed is 99 minutes. The drying time is the difference between the run time and the cooling time. The cooling time is pre- programmed to be 2 to 5 minutes. The drying temperature can be selected fi-om LOW, MEDIUM, or HIGH temperature settings by pressing the TEMP button. Coin Programming The Coin board programming mode can only be entered when "PAy" is displayed. DIP switch #7 must be in the OFF position. Programming is enabled by setting DIP switch #8 to the ON position. The programming mode is entered by pressing and holding the CLEAR button for three seconds. The programming follows the following parameter order: 1. Tumble dryer run tune per coin (DRYING), C00LIN(3 time, HIGH temperature setpoint, MEDIUM temperaUire setpoint, LOW temperature setpoint. 2. An LED will be on to indicate which parameter is flashing on the display. Operating Instructions 3. The hidden fi^ont panel increment and decrement keys are used to change the value. 4. The CLE.AR button is used to recall the default value. 5. The START button is used to step to the next parameter 6. After the last parameter, "End" will be flashing. 7. Press the START button one last time to store the settings and exit the program mode. 8. "PAy" will be displayed. 9. If it is detennined that the data did not program conectly, the error message "E2F" will flash for 4 seconds, and then the default coin parameters will be used. The tumble dryer nm time per coin is programmable for 1 to 20 minutes with the default preset to 10 minutes. The cooling run time is prograimnable from 2 to 5 minutes with the default preset to 2 minutes. The three temperatures setpoints are programmable for 38°C (lOO-'F) to 85790T (1857195T) with the following default settings: - HIGH equal to 85T (185T) - MEDIUM equal to 66T (150T) - LOW equal to 57°C (135T) Stop When in the Coin mode, the tumble dryer will stop if the timible dryer door is opened while the tmnble dryer is rumiing. If the CLEAR button, located behind the board, is pressed, the timible dryer will stop, the tumble dryer time will be zeroed and the display will show "PAy". Coin Count The unit will count the number of coins deposited. Setting DIP switch #7 to the ON position will display the coin count since it was the last reset. To reset the count, press the CLEAR button and "00" will be displayed. If the coin count is greater than "999", the display will flash "999". Setting DIP switch #7 to the OFF position will retum the display to "PAy". 70458301 (EN) ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 89 Operating Instructions Programming 1. Set DIP switch #8 to the ON position. 2. Select the desired program number to change. The LED should be flashing. 3. Select DRY TIME. Set the time with the Up/ Down anows. 4. Select COOL TIME. Set the time with the Up/ Down arrows. 5. Select TEMPERATURE. Set the temperature with the Up/Down arrows. 6. Select reversing REV (illuminated) or nomeversing REV (not illuminated). To change basket direction and dwell time, see Reversing Operation. 7. Press and hold the ProgrEun Select button about 3 seconds until the LED stops flashing. The selected program number is now programmed. If the Program button is pressed for less than 3 seconds, the controller will cancel the program and display the next program's settings. If not programmed correctly, the display will flash "E2F" for 4 seconds, and the default settings will be used. Follow steps 4 through 7 to reprogram any program number. \Mien finished, set DIP switch #8 to OFF. The programs are now stored. 8. During the Program Mode, if the Up/Down arrows, REV, or Display button is not pressed within 10 seconds, the default program settings will be used. 9. Temporarv Reprogranmiing of Current Programs (OPL ONLY). 10. The Drying Time, Cooling Time, Temperature, and Reversing Mode of a program currently in use may be modified simply by adjustmg any or all ofthe program parameters for that program, as needed. Once a modification has been made, the current program LED will flash indicating that it has been modified. 11. Use the Up/Down arrows to adjust program time. 12. Use the Display Select button to choose between Drying Time, (Tooling Time, and Temperature. Then use the Up/Down arrows to adjust the times and temperature. 13. Toggle between reversing REV (illuminated) or nomeversing REV (not illuminated). (Only for tumble dryers with the reversing option.) 14. To cancel this temporary programming mode push the STOP button once to stop the current cycle and once more to cancel the modified program settings. The program will revert back to its original settings. Reversing Operation 1. When the LOCAL reversing operation is selected, the reversing times are stored in the EEPROM which is located on the controller board. If the values stored are detemiined to be invalid, the clockwise and counterclockwise times will default to 60 seconds, and the dwell time will default to 4 seconds. 2. The reversing time program has the following sequence: (1) clockwise time, (2) dwell time and (3) counterclockwise time. 3. To program new reversing times DIP switches #3 and #8 must be on. 4. Press and hold the reverse button (REV) for 3 seconds to display the clockwise time. 5. Use the Up/Down arrows to set the clockwise time within the range of 30-120 seconds. 6. Press REV to display the dwell time. 7. Use the Up/T)own arrows to change the dwell time within the range of 3-10 seconds. 8. Press the REV button to display the counterclockwise time. 9. Use the Up/Down arrows to change the counterclockwise time within the range of 30- 120 seconds. 10. Press the REV button to save these settings and leave DIP switch #3 in the ON position and flip DIP switch #8 to the OFF position. When the DMP controller is retrofitted to an existing tumble dryer with the reversing feature, off" board reversing will be required and DIP switch #3 on the DMP must be in the OFF position and the DMP must be connected to the Reversing Timer Board for proper operation. The DMP settings for clockwise, dwell, and counterclockwise times are no longer valid when used with the Reversing Board. Instead these settings are made on the Reversing Timer Board. 90 © Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301(EN) Rotation Sensor The rotation sensor must "read" the key on the basket shaft or pulley. The sensor must be set approximately 1/4 inch from the key or pulley. Look for the light on the sensor to come on as the key passes the sensor; this is a correctly operating sensor If no light appears, either the sensor is out of range or the key/pulley or the sensor is bad. In addition, if the light stays on continuously, then the sensor is too close to the component or the sensor is bad. Safefy Tumble/Anti-Wrinkle At the end of the cool down cycle, the tumble dryer will stop and display "END." The DMP control will automatically rotate the basket for 5 seconds every 2 minutes for a total of 20 minutes, until some function of the tumble dryer is activated/'deactivated by the user Operating Instructions Operational Check for the Board Diagnostics 1. "dor" indicates that the loading or lint door is open. 2. Cycle the tumble drj'er to check if the buzzer activates. 3. "P-F" indicates that the thermistor is short circuited or open circuited. 4. "bbf indicates a broken belt condition or a faulty rotation sensor (Only available on tumble dryers with the rotation sensor) 5. Hold the START button to display the drum RPM's; the display will read "r##" where ## are the RPM's. (Only available on tumble dryers with the rotation sensor) 70458301 (EN) ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 91 Operating Instructions Ignition Control Operation for Non-CE Models Power Up When power is applied to the ignition control, the control will begin the ignition sequence within 1-3 seconds prepurge waiting time. Ignition Sequence The control begins the ignition sequence after prepurge by powering the ignitor and opening the gas valve. The ignitor will remain on either until a flame is sensed or until a maximum of ten (10) seconds (10 -t-0/-4 sec) has elapsed. If a flame is established and lost during the 10 second period, the ignitor will be powered up again in an attempt to re-ignite the gas. If no flame is detected within the ten (10) second ignition sequence, the control will terminate power to the gas valves, ignitor, and enter lockout within 5 seconds. Normal Operation Once a flame has been established, the spark ignitor will stop sparking and the control will continually monitor all inputs. If the controller senses a loss of flame after flame is established, the gas valve will remain energized and sparking will commence within one second of the flame loss. If flame reattempt fails, lockout will occur within 11 seconds of initial flame loss. Termination of Flame Normal flame termination occurs when the thermostat has been satisfied, meaning there is no iimnediate need for more heat. The tiiermostat will disconnect power fi-om the ignition control, which will cause the gas valve to close and the flame to go out. After a short period of time, not less than I second, the thermostat will cool dowm and close causing power to be reapphed to the ignition control. When this occurs, the control must complete the same prepurge and ignition sequence specified above. Control Lockout WTien the control locks out, the gas valve will be closed and all requests for heat will be ignored. The lockout mode may only be discontinued by interrupting power to the control or cycling the thermostat. After this occurs, the control will restart with its normal power up and ignition sequence. Low Voltage Detection The control will have capability for detection of a low voltage input condition. If input voltage on power up is below 19.0VAC +0.8VAC/-0.5VAC, the control will disable output to gas valve control relay. If input voltage rises above 19.8VAC for at least three (3) seconds, the control will then re-enable fimction of the gas valve control relay and ignition sequence may begin. On powerup, the control fimction must always be disabled if greater than 19.8VAC. 92 ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Operating Instructions Ignition Control Operation for CE IVIodels Power Up After 24VAC is applied to the ignition control pins 24V and GND, the Diagnostic LED on the ignition control will tum orangcyellow. If a fault is detected the ignition control will enter Lockout Mode. If no faults are detected, the Diagnostic LED will tiun Green and the ignition control will enter Standby Mode. standby Mode While in Standby Mode, the ignition control will continually monitor the system for faults. Once 24VAC is applied to terminals TH and GND on the control, the ignition conti-ol will enter Start Up Mode. start Up Mode During Start Up Mode, the ignition control will inonitor the system for faults and begin the ignition sequence. If no faults are present, the ignition control will begin the ignition sequence by entering an 18 second waiting period. During this time the Green LED on the ignition control will switch between Red and Green, before maintaining a Green color After the waiting period, the ignition control will tum on the igniter and gas valve. The igniter will remain on until a flame is sensed, or up to 10 seconds. Once a flame has been sensed the ignition control will stop sparking, the gas valve will remain on and ignition control will enter Run Mode. If a flame is not sensed, the ignition control will then begin two additional retrials for ignition. The ignition control will re-enter the 18 seconds waiting period before the ignition control makes another attempt at ignition. If the three attempts at ignition fail, the ignition control will enter Lockout Mode. Run Mode While in Run Mode the ignition control leaves the gas valve on, monitors the flame signal, and leaves the igniter off. If a flame signal is lost during Rim Mode, one additional retrial for ignition will take place within one second. The ignition control will restore the spark for approximately 10 seconds. If the ignition re-attempt fails, the ignition control will enter Lockout Mode. The ignition control will remain in Rim Mode until 24VAC is removed fi-om tenninals TH and GND on the control. Termination of Flame The flame will go out when power is removed from ignition control. The ignition control will turn off the gas valve and enter Standby Mode. Lockout Mode When Lockout Mode is entered, the ignition control will remove power to the gas valve, the igniter will tum off, the Lockout/Reset Light will tum on, and the Diagnostic LED will display the appropriate Error Code. Lockout Manual Reset Lockout Mode is cleared by pressing an external reset switch for three seconds. The ignition control will clear all error codes and enter Standby Mode. During Lockout Manual Reset, the Diagnostic LED on the ignition control flashes red and orange, and the Reset Light remains on until the ignition control is reset. After the Reset Light turns off, stop pressing the switch. Holding the reset for three seconds after lockout has been cleared will cause a fault and result in entering Lockout Mode again. System Tests The following system tests are performed during normal operation. System tests are performed at a minimum of every 24 hours. Low Voltage Detection If the voltage between tenninals TH and GND on the control is below 18,75 VAC +/- 0,75VAC for more than 3 seconds the ignition control will tiun off the gas valve and will not attempt to spark. The Diagnostic LED will display Enor Code 5. The ignition control will not enter Lockout Mode if a low voltage condition is detected, but will enter Standby Mode and wait for the low voltage condition to be cleared. If the voltage between terminals TH and GND on the control rises above 19.75VAC +1- 0.1 VAC for at least 3 seconds, the ignition control will then enter Start Up Mode. Low Voltage Detection test is disabled diuing Run Mode. Gas Valve The ignition control verifies that the gas valve is connected. Failure of this test results in the ignition control entering Lockout Mode with the Diagnostic LED displaying Enor Code 2. 70458301 (EN) © Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 93 Operating Instructions Flame Probe Tests Unexpected Presence of Flame The Unexpected Presence of Flame test is perfomied when no flame is expected. Failure of this test results in the ignition control entering Lockout Mode with the Diagnostic LED displaying Error Code 3. Flame Monitoring During the Flame Monitoring test, the flame is checked to ensure the gas is being bumed when the gas valve is on. Failure of this test will result in tlie ignition control entering Lockout Mode with the Diagnostic LED displaying Enor Code 3. Diagnostic LED (DGN LED)/Error Codes The Diagnostic LED or DGN LED is located by the power connector on the ignition control. Refer to Figure 54. The Diagnostic LED will indicate the status of the ignition control. Refer to Table 25. LED Color Description Orange-Yellow Initialization Green Standby/Normal Operation Red Fault Indication Code Table 25 The Diagnostic LED will flash enor codes one half second on and one half second off Enor codes are separated by a one second pause before the code is repeated. Error Code DGN LED status Fault Type 1 Red Ignition Control Intemal Failure 2 2 Red Flashes Gas Valve Not Connected 3 3 Red Flashes Ignition/Flame Sense Failure 4 4 Red Flashes Reset Switch is Shorted 5 Slow Red and Green Flashes Low Voltage Detection 6 Fast Red and Orange Flashes Ignition Control is in Reset Delay Diagnostic (DGN) LED TMB2176N Figure 54 94 © Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Adjustments Airflow Switch The airflow switch is set at the factory for proper operation. No adjustinent necessary. The airflow switch operation may be affected by shipping tape still in place, lack of make-up air, or an obstmction in the exhaust duct. These should be checked and the required corrective action taken. WARNING The tumble dryer must not be operated If the airflow switch does not operate properly. Faulty airflow switch operation may cause an explosive gas mixture to collect in the tumble dryer. W072R1 IMPORTANT: Airflow switch vane must remain closed during operation. If it opens and closes during the drying cycle, this indicates insufficient airflow through the tumble dryer. If switch remains open, or pops open and closed during the cycle, the heating system will shut off. The cylinder and fan will continue to operate even though the airflow switch is indicating insufficient airflow. NOTE: To properly mount the airflow switch bracket, or in case of a load not drying, the airflow switch bracket may need to be checked for proper alignment. Be sure the locator pins are securely in their respective holes before tightening the bracket mounting screws. This will assure proper alignment of the airflow switch arm in the channel of the airflow switch bracket and prevent binding of the arm. Loading Door Switch The door switch should be adjusted so the cylinder stops when door is opened 51 nmi (2 inches) plus or minus 6 mm (0.25 inch). This switch is a normally open switch and is closed by the hinge cam when the door is closed. If adjustment is required, refer to Figure 55 and proceed as follows: 1. Close door and start tumble dryer, slowly open loading door Cylinder and heat system should shut off when door is open 51 mm (2 inches) plus or minus 6 mm (0.25 inch). 2. Slowly close the loading door When door is 51 mm (2 inches) from being fully closed, the door switch acmating bracket (located on the door) should depress the button and the switch arm with an audible "click." 3. If the actuating bracket does not operate the switch at the appropriate door closure, bend the actuating switch arm in or out to achieve proper actuation. TMB2105N Switch Actuator Figure 55 70458301 (EN) ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 95 Adjustments Door Strike The door strike must be adjusted to have sufficient tension to hold loading door closed against force of the load tumbling against it. There is proper adjustment of pull force when 35.6 N - 66.7 N (8 to 15 pounds) is required to open door If adjustment is required, refer to Figure 56 and proceed as follows: To adjust, open door, loosen aconi nut, and tum door strike screw in or out as required. Retigliten acorn nut. TMB997N 1 Door Strike Screw 2 Acorn Nut Figure 56 96 ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Maintenance Daily 1. Inspect the area smxounding tumble dryers, remove all combustible materials, including lint, before operating the machines. 2. Check cylinder for foreign objects to avoid damage to clothing and equipment. 3. Clean lint from lint compartment and screen to maintain proper airflow and avoid overheating. A WARNING To reduce the risk of serious injury, do not open the lint panel while the tumble dryer is in operation. Before cleaning the lint screen, open tumble dryer door and allow cylinder to completely stop. a. Open the lint panel/lint drawer b. Remove all accumulated lint in the lint compartment area. Lightly bmsh any lint that may be lefl; on the lint screen. c. Be sure the lint screen is not toni. d. The lint screen is designed to completely cover the entire opening in the lint screen panel. Be sure that it does so. e. Wipe lint off of the cabinet high hmit thennostat and thermistor Refer to Figure 57. £ Replace the lint compartment panel on the tumble dryer ensuring a tight fit, and lock if applicable. At end of day, clean the machine's top, front and side panels with mild detergent. Rinse with clean water DO NOT use products that contain alcohol on the control panel. 025, 030, 035, 055 Series TMB2253N 1 Cabinet High Limit Thermostat 2 Thermistor Figure 57 T30, T45 Series 4/ 1 Blower Housing 2 Thermistor 3 Cabinet Thermostat 4 Guard Figure 58 70458301 (EN) ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 97 Maintenance Monthly 1. Remove lint and debris from inside exhaust duct to maintain proper airflow and avoid overheating. a. Remove extemal duct and duct access covers, if present. b. Clean inside of duct with a vacuimi. c. Clean dampers and make sure they operate freely. d. Replace duct and all access covers before retuming tumble dryer to operation. 2. Ensure even lint distribution over lint screen. 3. Carefully wipe any accumulated lint off the cabinet high limit thennostat and thermistor, including perforated cover 4. Clean lint and debris buildup from blower to maintain proper airflow. Quarterly 1. Use a vacuum to clean air vents on drive motors. 2. Use a vacuum to clean lint from rear limit thennostat cover 3. Check and clean steam coils, if applicable. 4. Check flow of combustion and ventilation air. 5. Check belt tension and condition. Replace worn or cracked belts. Bi-Annually 1. Check mounting hardware for any loose nuts, bolts or screws. 2. 3. 4. Check gas connections for leakage. Check for loose electrical connections. Check steam coimections for looseness and leakage. 5. Remove all front panels and vacuum, including coin drop mechanisms. 6. Check cylinder and front panel seals. 7. Inspect cabinet and iimer panels for any damage, replace or repair as needed. 8. Clean bumer tubes and orifice area of any lint buildup. Annually 1. Remove cyhnder Use a vacuum to clean lint from area around rear seal and idler assembly and check for wear 2. Remove burner tubes and clean using water and a brash. 98 ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301(EN) Maintenance Fire Suppression System Mamtenance Test To ensure proper operation, the fire suppression system must be tested ever>' three months. If the system test does not perfonn as indicated: 1. Discontinue use of the tumble drj'er. 2. Refer to Troubleshooting Manual or contact a qualified service person. 3. Restore the fire suppression system to proper working order before using tumble dryer Create a maintenance record with a check box for pass, the date and a signature. Store this record in an area where it will not be damaged, but is easily accessible to person performing tests. NOTE: Failure to maintain the fire suppression system will void the tumble dryer warranty. NOTE: The auxiliary output is activated during the fire suppression system maintenance test sequence. Consider this fact prior to testing the system everj' three months. (Example - If the external system uses the auxiliary output to call the fire department, inform the fire department before and after the fire suppression system maintenance test.) IMPORTANT: For Electric Models only - Whenever the machine has been internally sprayed with water, the heating elements must be completely dry before you run the machine with heat. To fully dry the heating elements, run the machine WITHOUT HEAT for a minimum of sixty (60) minutes before resuming normal operation. A CAUTION Clean up any water spilled during testing to avoid personal Injury. TMB1999N 1 Opening for Auxiliary Alarm Cable 2 Test Button 3 Light 4 Reset Button Figure 59 To perform the fire suppression system maintenance test: 1. If the auxiliary alarm output is connected to a separate alarm system, disconnect prior to performing the fire suppression system maintenance test. 2. Remove any lint from the lint compartment. 3. Ensure temperature sensors are free of lint. 4. Place a load of dry towels in the tumble dryer Refer to Table 26 for proper load size. Ensure the cyhnder baffles are to the left and right ofthe spray manifold located at the center top ofthe cylinder. 5. Unlock the fire suppression system control box. 6. Press and hold the test button, verify the light is on, this should take approximately five seconds. Refer to Figure 59. After a one-second pause water should begin to spray into the cylinder 7. After 15 seconds of water spray, press and hold the reset button until water spray is off and light is off This should take approximately one second. Refer to Figure 59 and Figure 60. 70458301 (EN) > Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 99 Maintenance 8. Immediately remove and weigh the load. Refer to Table 26 for acceptable weight range. If less than minimum pounds indicated in Table 26, the fire suppression system has failed the maintenance test. Refer to the Troubleshooting section. IMPORTANT: If the fire suppression system failed the maintenance test, DO NOT operate the tumble dryer. Dry Weight Wet Weight Minimum Weight kg lbs. kg lbs. kg lbs. 25 9 15 9-11 20-24 8 18 30 9 \5 9-11 20-24 8 18 35 11 25 14-15 30-34 13 28 55 11 25 15-17 3-3-37 14 31 Table 26 9. Clean up any water on the floor 10. Electric Models Only: Run machine WTTHOUT HEAT for a minimum of 60 minutes before continuing with steps 11-14. 11. Lock the fire suppression system control box. 12. If the separate alann option is being used, reconnect the auxiliary alarm output. 13. Start the tumble dryer to dry the test load. 14. On maintenance record, check box if fire suppression system passed the test, date and sign record. a 1 Spray Manifold 2 Water Spray Figure 60 100 > Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) Before You Call for Service Won't Start Won't Heat Clothes Not Dry Possible Reason - Corrective Actions • Insert conect coin(s) or valid card if applicable. • Close the loading door tightly. • Close lint panel tightly. • Press tlie PUSH-TO-START or START pad'biitton. • Be sure power cord is plugged all the way into the electrical outlet. • Drying timer is in OFF position. • Check the main fiise and circuit breaker • Check fuses located in the machine. • Insufficient airflow. • Gas shut-off valve in OFF position. • Are controls properly set? • Broken drive belt. Call the service person. • • Tumble Dryer is in Cool Dowi Mode. • • Lint screen clogged. Clean lint screen. • • Exhaust duct to outside is blocked. Clean out. Removing Tumble Dryer from Service If the tumble dryer is to be removed from service, perform the following steps where applicable: Turn off electrical supply extemal to machine. Tum off electrical disconnect on machine. Turn off gas supply extemal to machine. Turn off manual gas shut-off valve on machine. Tum off steam supply extemal to machine. Remove all electric, gas and steam connections. 70458301 (EN) I Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 101 Disposal of Unit This appliance is marked according to the European directive 2002/96/EC on Waste Electrical and Electronic Equipment (WEEE). This symbol on the product or on its packaging indicates that this product shall not be treated as household waste. Refer to Figure 61. Instead it shall be handed over to the applicable collection point for the recycling of electrical and electronic equipment. Ensuring this product is disposed of conectiy will help prevent potential negative consequences for the environment and human health which could otherwise be caused by inappropriate waste handling of this product. The recycling of materials will help to conserve natural resources. For more detailed information about recychng of this product, please contact the local city office, household waste disposal service, or the source from which the product was purchased. Figure 61 102 ) Copyright, Alliance Laundry Systems LLC - DO NOT COPY or TRANSMIT 70458301 (EN) VENDED Spee(j Queen Stack Tumble Dryers 30 Ib rumble Drysr 45 Ib Tumble Dryer Speed Oueeii RECEIVI FEB 25 2013 VENDEDISTACK TTJMBTE DRYERISPECIFICATIONS Control Option Dry Capacity - Ib (kg) Filling Ratio - Ib (kg) WMtti - in (mm) Depth - In (mm) iieigtit - In (mm) Cylinder Diameter - in (mm) Cylinder Depth - in (mm) Cylinder Volume - cu. ft. (liters) Door Opening Size - in (mm) Airflow - cfm (ilter/sec) Air Outiet Diameter - in (mm) Energy Data Electrical Specifications Motor Size - HP (W) Plumbing Connections Shipping Dimensions Approx. - in (mm) Net Weight-ib (kg) Shipping Weight - Ib (kg) Agency Approvals Fan Cylinder Width Depth Height STT30 Gold, MDC 2 @ 30 (13.6) 20:1 = 33(15.1) 31 1/2" (800) 42 7/8" (1086) 76 1/4" (1937) 30" (762) 26" (660) 10.6(301) 22 5/8" (576) 60 Hz; 400 (189) 50 Hz: 340 (160) 1 X 8" (203) Gas Models: 146,000 Btu/hr (42.8 kW) total Steam Models: At 100 psi (6.9 baO: 3 2 BHR 111,000 Btu/hr (32.5 kW) Electric Models: 21 kW Gas and Steam Models: 120/208-240/60/1; 2W/3W-I-G 100/200-220/60/1; 2W-hG 100/200/50/1; 2W-I-G 230-240/50/1; 2W-(-G 200-208/240/60/3; 3W-hG 380/60/3; 3W-t-G 200/50/3; 3W+G 230-240/50/3; 3W+G 380/400-415/50/3; 3W4-G 460-480/60/3; 3W-HG Electric Models: 200-208/60/3; 3W-t-G 200/50/3; 3W+G 230-240/50/3; 3W-1-G* 240/60/3; 3W-I-G 380/60/3; 3W-I-G 380/50/3; 3W+G 400-415/50/3; 3W-I-G 460^80/60/3; 3W-hG 1/4(187) 1/4(187) Gas Models: 1/2" - NPT One manifold gas connection. Steam Models: 3/4" - NPT 32 1/2" (825) 47" (1194) 81" (2057) 544 (247) 582 (264) Gas Models: CSA Star, CSA Flame, cCSAus, CE, Australia Gas Electrical & Sleam Models: cCSAus, CE STT45 Gold, MDC 2 @ 45 (20.4) 20:1 = 46(21.1) 34 1/2" (876) 48 5/8" (1235) 81 1/16" (2059) 33" (838) 30" (762) 14.8(421) 26 7/8" (683) 60 Hz: 600 (283) 50 Hz: 500 (236) 1 X 10" (254) Gas Models: 190,000 Btu/hr (55.6 kW) total - 60Hz 174,000 Btu/hr (51.0 kW) total - 50 Hz Gas Models Only: 200/60/1; 2W+G 208-240/60/1; SW-HG 200-208/240/60/3; 3W4-G 200/50/1; 2W+G 230-240/50/1; 2W+G 1/2(375) 1/2 (375) Gas Models: 1/2" - NPT One manifold gas connection. 35 1/2" (902) 54" (1372) 85" (2159) 673 (305) 718(326) Gas Models: CSA Star, CSA Flame, cCSAus, CE, Australia Gas *Not available In EU Himble dryer models are mode to suit a variety of electrical service ctiaracterlstlcs. See your Speed Queen dlstitt)utar for specifications. For further details on Installation, refer to Installatbn, Operation and Maintenance Instructions supplied with ttie tumble dryer. Amperage ratings available h Installation Manual. For the iTtost accurate mfotmatlon. the Installation guide should be used for all design and construction purposes. Due to continuous product Improvements, design and specifications subject to change without notice. The quainy management system ot Allkince Laundry Systems' Ripon facility has been teglsteted to ISO 9001:2000. speedqueen.com DEDICATED LARGE DOOR OPENINGS DUAL CONTROLS DUAL COIN VAULTS INDUSTRY S LARGEST LINT DRAWER PATENTED CYUNDER HOLES AXIAL ARFLOW TWO 30 LB OR 45 LB CAPACITY CYLINDERS DOOR HINGES SINGLE 10" VENT ELECTRONIC IGNITION SEPARATE FAN MOTORS SINOLE GAS AND ELECTRICAL CONNECTIONS INDMDUAL DRIVE MOTORS INSTALLATION DEPTH OF 45 LB TUMBLE DF'YERS RELIABLE 'iA|\|( 100 years. It's a long time for any company to be at the forefront of an industry And you'd think that a company that's been able to lead for that long must have a finely honed craft — a premier product. Well, you'd be right. For more than a century. Speed Queen has built a legacy on providing equipment that stands up t o any commercial laundry challenge. We make no compromises in performance. We refuse to be outdone in reliability and efficiency. Our commitment to quality is only matched by our commitment to your success. The result? The most profitable machines in the industry — bar none. Some of our competitors may think that a r esidential machine wrapped in a rugged ext erior passes for commercial grade. We believe that strength comes from within. Speed Queen machines are built specifically for the commercial environment. We use metal where others use plastic. Our world-class Test Lab rigorously pushes our products far beyond the conditions they'll face in the field. We believe in being there when our customers need us most. And w e go the extra mile at every point of our manufacturing process to ensure that our machines reflect that belief. Speed Queen. As the world's largest commercial laundry company, we help you achieve profitability with more laundry services than anyone else in the industry. LAUNDRY DESIGN From selecting the right location to choosing a layout, and everything in between. GLOBAL NETWORK OF DISTRIBUTORS Our global network is stocked with true laundry experts, partnering with y ou to offer comprehensive guidance, service and support. CUSTOMER ONE We're committed to delighting our customers at every point of interaction. GENUINE PARTS Same design. Same reliability. The perfect maintenance solution. FINANCING Experience. Knowledge. Guidance. Speed Queen Financial Services has the tools to define a viable financial strategy, whether you're a first time investor or sophisticated entrepreneur. See for yourself how our progressive programs, successful track record and unbeatable laundry expertise can help you succeed. Visit SpeedQueen.com/finance to learn more. QUANTUM™ GOLD ) Picture a world in which you actually run your business, rather than your business running you. Imagine the freedom of controlling your laundry facility from home, on the road or wherever you want to be. Such a world does exist. And it's powered by Quantum™ Gold. This revolutionary technology unites equipment controls, programming and store management into one versatile system, giving you total control over your business from any remote location. With Quantum Gold, you can adjust your cost structure, reduce your utility costs and maximize your revenue — from any computer, anywhere in the world. INCREASE REVENUE With at least 25 percent of the average vendeo laundry's profit coming from tumble dryers, it's important to maximize this revenue stream. Quantum Gold's Advanced Monitoring Capabilities mean that you can track performance up to the minute, and get daily profit reports on your mobile device or computer. Time of Day Pricing can optimize profits during peak hours or increase traffic on slow days with variable pricing options. ^Ucintum DECREASE COSTS Quantum Gold doesn't just help make you money — it helps save you money. Reduce your utility costs with the ability to adjust your dry cycle times right down to the second for maximum efficiency and profitability. Quantum Gold Networking and Remote Programming significantly reduce labor hours spent manually programming machines. You can also monitor pocket usage and motivate your customers to use the lower cylinder, with more dry time or lower vend prices to encourage even wear on both pockets. DELIVER THE ULTIMATE CUSTOMER SERVICE Quantum Gold doesn't stop at making your life easier. An intuitive design and User-Friendly Controls allow customers to seamlessly select the ideal wash setting, while the Lucky Cycle adds fun and an incentive to return. MOVE FORWARD WITH CONFIDENCE Quantum Gold Networking gives you the freedom to program and manage your stores from any computer, while keeping you updated on any potential service issues with Email Notification. These features, like all of Quantum Gold's revolutionary offerings, give you the freedom to run your facility on your terms — anytime and from anywhere. Speed Oueen Q Speed Queen. © 2011 Alliance Laundry Systems LLC ACll-0121 RECEIVED ,]AN 0 8 zo:3 CITY OF CARLSBAD BUILDING DIVISION SPARK Fire Ribbon Direct Vent 6 ft Long and lean, an extended ribbon of fire perfect for any large space The extended Fire Ribbon makes a dramatic statement''*^ high-impact, while still sophisticated in design. A fixed ceramic glass window complements its sleek dimensions. This is the ultimate choice for a large, open space. SPARK modern fires •.vWW,'>pdri'"fires,i;ori' SPARK Fire Ribbon Direct Vent 6 ft Vent through the roof or exterior wall Up to 80% efficient Heating capacity enhanced with two integrated fans Accepted by all major building and mechanical codes in the U.S. including the IMC and the UMC Approved in all 50 states and Canada No draft concerns Right Side view Front view Electric access both sides 16" 39" Gas line access both sides 72.25" 81.25" 14.5" f 17" 7.5" Model No. Glass viewing area Outer dimensions Gas type* On/off* Efficiency Venting Options Vent Type** Fan Electric BTU input Doors/glass Interior color Certification Options "Must be spe)cified al of ordering. "Must source l()r:ally. 18 Vust verdcally vent 3' first belore any oorizontal vetiting, 72.25"Wx 16"H 8L25"Wx39"Hx22.5"D Natural or LP/propane Remote control Up to 80% Through roof or exterior wall 2 Simpson Duravent Pro GS 6 %" diameter Must source locally, not included Thermostat activated 160 c.f.m. 110 V. 52,000—77,000 {75.000Lp)BTU/h Fixed ceramic glass panel Satin Black Omni-Test Laboratories ANSI Z21.88-2009 CSA 2.33-2009 Safety Screen* (Safety Screen is recommended for public installations) Fire Objects and Media Tray* (Tray required when using fire objects) Add even more design to your fire—visit www.sparkfires.com to view our custom fire objects Please consult manual for surround installation. Note: The Fire Ribbon R" is ideally suited for spaces c;f at least 1.000 sciuare feet. SPARK Spark Modern Fires 99B Greenwood Avenue | Bettiel, CT 06801 modern fires www.sparkfires.com p. 866.938.3846 Gastt Uncferground Gas Polyethylene (PE) Piping Installation Guide February, 2011 RECEIVE JAN 0 8 ?0;3 CiTY Or CARLSf BUILDING DiV ii mm STEP 1 Verify the polyethylene (P.E.) pipe being assembled is the correct size. STEP 2 Cut pipe ends square. STEPS Clean piping thoroughly to assure there is no dirt, grease or oil in assembly area. STEP 4 Chamfer end of pipe using Continental's chamfering tool with I.D. gauge. STEPS Mark the stab depth by inserting the pipe into the chamfer tool and marking the pipe at the entrance as shown. STEP 6 If using chamfer tool with ID gouge, check for proper chamfer by inserting pipe over gauge. STEP? Stab pipe completely into fitting entrance. STEPS Stab pipe completely into fitting so that the mark on the pipe is within 1/8" from the fitting entrance. STEPS Repeat steps 1 though 4 tor all Con-Stab joints. STEP 10 To assure proper assembly and to comply with 49 CFR 192 Subpart J-Test requirements, the Joint shall be leak tested. See Technical Bulletins 34-6448-00 & 34-6448-01 for further information regarding I.D. Seal Con-Stab Fittings. IMPOR7AN7 Patent #s 5,366,260,5,692,785 & 5,853,272 • Two internal seals • Fixed stiffener • Self-locking gripper • Moisture lip • Uni-body construction Gastite Division • 1116 Vaughn Parkway • Portland, TN 37148 1) Polyethylene (PE) gas piping shall be installed outside, underground only. PE is not approved for indoor use or for encasement in concrete. 2) Underground gas piping shall be installed with sufficient clearance from any other underground structure to avoid contact, to allow maintenance, and to protect against damage from proximity to other structures. In addition, underground plastic piping shall be installed with sufficient clearance, or shall be insulated from any source of heat so as to prevent heat from impairing the serviceability and reliability of the pipe. 3) Careful attention should be paid to layout and routing to prevent excessive stressing of the piping where there is heavy vehicular traffic, or soil conditions are unstable and setting of piping could occur. ABS or PVC piping may be used for additional protection. 4) Piping shall be protected from physical damage where it passes through flowerbeds, shrub beds, and any other cultivated areas where damage is reasonably expected. 5) Polyethylene piping shall be installed so as to minimize thrust forces caused by expansion and contraction of the piping. Typical polyethylene piping will expand or contract 1 inch for every 10° F temperature change for every 100 feet of pipe. 6) Piping shall be buried or covered in a manner so as to protect the piping from physical damage and in accordance with the following guidelines. a) Cover Requirements - Underground piping systems shall be installed with at least 18 inches of coverage. The cover may be reduced to 12 inches if external damage to the pipe is not likely to result. If a minimum of 12 inches of cover cannot be maintained, the pipe shall be installed in a conduit or otherwise protected or shielded. b) Trenches - The trench shall be graded so that the pipe has a firm, substantially continuous bearing on the bottom of the trench. It should also be free of rocks and debris that would abrade the PE piping. This may require additional material such as loom, topsoil or sand to create a level surface. c) Backfilling - Where flooding of the trench is done to consolidate the backfill, care should be exercised to see that the pipe is not floated from its firm bearing on the trench bottom. 7) An electrically continuous corrosion-resistant tracer wire (minimum AWG 14) or magnetic tape shall be buried with the polyethylene pipe to facilitate locating. One end shall be brought above the ground at a building wall or riser. The wire or tape shall not be in direct contact with the polyethylene pipe. 8) The maximum allowable pressure test shall be 150 psi and the maximum continuous pressure shall be 60 psi. Note: The techniques outlines in this bulletin are recommended practice for generic applications. These practices must be reviewed for compliance with all local fuel gas and building codes. Where a conflict exists between these techniques and local requirements, local requirements wiU take precedence. Con-Stab I.D. Seal® System Specifications Meets of Exceeds: • NFPA-58 and NFPAo4 • ASTM D^2513, Category 1 : J1SBB?5 IMP0R7AN7 • Listed with CSA CHAMFER THE • Listed with lAMPO/UPC ID OF PIPE • US DOT Part 192.283 • ISO 4437 Ph: 1.800.662.0208 • Fax: 615.325.9407 • Web: www.gastlte.com NATURAL GAS SIZING TABLES FOR PE PIPE Maximum Capacity of PE Pipe in Cubic Feet per Hour with a Gas Pressure of 6.0 in. WC and a Pressure Drop of 0.5 in. WC (based on a 0.60 specific gravity gas) f 5 10 15 20 25 30 40 50 60 70 80 90 100 125 150 f 1/2"CTS 110 74 59 50 44 39 33 29 26 24 22 21 20 17 16 if 3/4" IPS 635 426 338 286 252 227 192 169 152 139 129 120 113 100 90 1" CTS 823 553 438 371 326 294 249 219 197 180 167 156 147 129 116 1-IPS 1173 787 624 529 465 419 355 312 281 257 238 223 209 184 166 . 1-1/4"IPS 2108 1415 1121 950 835 752 638 561 505 462 428 400 376 331 298 1-1/2"IPS 2765 1900 1526 1306 1158 1049 898 796 721 663 617 579 547 485 439 • 2" IPS 5954 3997 3166 2683 2360 2125 1801 1584 1426 1305 1209 1130 1063 935 842 1/2"CTS 3/4" IPS 1" CTS 1" IPS 1-1/4"IPS 1-1/2"IPS 2" IPS 13 76 99 141 253 376 714 12 67 87 124 222 333 628 10 60 78 111 200 302 565 9 51 66 94 170 258 479 500 KB 800 900 1000 1100 1200 1300 1400 1500 8 7 6 6 6 5 5 5 5 4 4 45 40 37 34 32 30 29 27 26 25 24 58 52 48 44 42 39 37 35 34 32 31 83 75 68 63 59 56 53 50 48 46 44 149 134 123 114 106 100 95 90 86 83 79 229 207 191 178 167 157 149 143 137 131 126 421 380 347 322 301 283 268 255 243 233 224 1000BTUh=lCFH IVlaximum Capacity of PE Pipe in Cubic Feet per Hour witti a Gas Pressure of 6.0 to 7.0 in. WC (1/4 psig) and a Pressure Drop of 1.0 in. WC (based on a 0.60 specific gravity gas) 5 10 15 20 25 30 40 50 60 70 80 90 100 125 150 1/2"CTS 165 111 88 74 65 59 50 44 39 36 33 31 29 26 23 3/4" IPS 947 636 503 427 375 338 286 252 227 208 192 180 169 149 134 r'CTS 1228 824 653 553 487 438 371 327 294 269 249 233 219 193 174 1" IPS 1749 1174 930 788 693 624 529 465 419 384 355 332 312 275 247 -1/4"IPS 3143 2110 1671 1416 1246 1122 951 836 753 689 638 596 561 494 445 -1/2"IPS 4023 2765 2221 1900 1684 1526 1306 1158 1049 965 898 842 796 705 639 2" IPS 8878 5960 4720 4001 3519 3169 2686 2362 2127 1947 1803 1685 1586 1395 1256 200 250 300 20 17 16 114 100 90 147 129 117 210 184 166 377 331 298 547 485 439 1065 936 843 13 76 99 141 253 376 715 12 67 87 124 223 333 629 10 60 78 112 200 302 566 10 55 72 102 183 278 518 800 900 1000 1100 1200 1300 1400 1500 9 8 8 7 7 7 6 6 51 48 45 43 41 39 37 36 66 62 58 55 53 50 48 46 95 88 83 79 75 71 69 66 170 159 149 141 135 128 123 118 258 242 229 217 207 199 191 184 480 448 422 399 380 363 348 334 1000BTUh=lCFH Gastite Division • 1116 Vaughn Parkway • Portland, TN 37148 NATURAL GAS SIZING TABLES FOR PE PIPE Maximum Capacity of PE Pipe in Cubic Feet per Hour witti a Gas Pressure of 8.0 in. WC and a Pressure Drop of 3.0 in. WC (based on a 0.60 specific gravity gas) 5 10 15 20 25 30 40 50 60 70 80 90 100 125 150 1 1/2" CTS j 308 210 166 141 124 111 94 83 75 68 63 59 56 49 44 3/4" IPS 1 1773 1205 955 809 712 641 543 478 430 394 365 341 321 282 254 1" CTS j 2298 1561 1236 1048 921 830 703 619 557 510 472 441 415 365 329 ( 1" IPS 1 3275 2198 1741 1476 1298 1169 991 871 785 718 665 621 585 514 463 -1/4"IPS I 5885 4002 3170 2686 2363 2128 1803 1586 1428 1307 1211 1131 1065 937 843 -1/2"IPS j 7290 5010 4023 3443 3052 2765 2367 2097 1900 1748 1627 1526 1442 1278 1158 2" IPS 16623 10940 8665 7344 6459 5816 4930 4336 3904 3573 3309 3093 2911 2560 2305 1/2"CTS 3/4" IPS 1" CTS 1" IPS 11/4"IPS 11/2"IPS 2" IPS 200 250 300 400 37 33 30 25 215 189 171 145 279 245 221 187 393 345 311 264 715 629 566 480 991 878 796 681 1954 1719 1548 1312 22 127 165 232 422 604 1154 20 113 147 209 375 547 1060 18 103 134 191 343 503 970 17 96 124 177 318 468 898 900 1000 1100 1200 1300 16 15 14 13 13 90 84 80 76 72 116 109 103 98 94 165 156 147 140 134 297 280 265 252 241 439 415 394 376 360 839 790 748 711 679 12 69 90 128 230 346 651 12 67 87 123 222 333 626 1000BTUh=lCFH Maximum Capacity of PE Pipe in Cubic Feet per Hour witti a Gas Pressure of 12.0 to 14 in. WC (1/2 psig or less) and a Pressure Drop of 6.0 in. WC (based on a 0.60 specific gravity gas) 1/2" CTS 3/4" IPS 1" CTS 1" IPS 1-1/4 'IPS M/2"IPS 2" IPS 55 319 413 589 1058 1442 2988 250 300 400 500 600 700 800 900 1000 1100 1200 49 44 37 33 29 27 25 23 22 21 20 19 18 280 252 214 188 169 155 144 134 126 120 114 109 104 363 327 277 244 220 201 186 174 164 155 147 141 135 518 466 395 348 313 286 265 248 233 221 210 201 192 930 838 710 625 562 515 477 445 419 397 377 361 345 1278 1158 991 878 796 732 681 639 604 573 547 524 503 2628 2366 2006 1764 1589 1454 1346 1258 1184 1121 1066 1018 976 17 100 130 185 332 485 938 1000BTUh=lCFH 5 10 15 20 25 30 40 50 60 70 80 90 100 125 150 1 1/2"CTS 462 310 246 208 183 165 140 123 111 101 94 88 83 73 65 3/4"IPS 2657 1784 1413 1197 1053 948 804 707 637 583 540 504 475 417 376 1" CTS 3445 2313 1832 1553 1366 1230 1042 917 825 755 700 654 615 541 487 ' 1" IPS 4909 3295 2610 2212 1946 1752 1485 1306 1176 1076 997 932 877 771 694 -1/4"IPS 8821 5922 4690 3975 3496 3148 2668 2347 2114 1934 1791 1674 1576 1386 1248 i '•• -1/2"IPS 10606 7290 5854 5010 4440 4023 3443 3062 2765 2544 2367 2221 2097 1859 1684 i 2' IPS 24918 16727 13249 11229 9877 8894 7538 6630 5970 5464 5060 4729 4451 3915 3525 Ph: 1.800.662.0208 • Fax: 615.325.9407 • Web: www.gastite.com NATURAL GAS SIZING TABLES FOR PE PIPE - ELEVATED PRESSURE Maximum Capacity of PE Pipe in Cubic Feet per Hour with a Gas Pressure of 2.0 psi and a Pressure Drop of 1.0 psi (based on a 0.60 specific gravity gas) 5 10 15 20 25 30 40 50 60 70 80 90 100 125 150 1/2"CTS 1167 783 621 526 463 417 353 311 280 256 237 221 208 183 165 3/4" IPS 6710 4504 3568 3024 2660 2395 2030 1785 1608 1471 1363 1273 1198 1054 949 1" CTS 8687 5832 4619 3915 3443 3101 2628 2311 2081 1905 1764 1649 1552 1365 1229 1"IPS 12396 8321 6591 5586 4913 4424 3750 3298 2970 2718 2517 2352 2214 1947 1754 -1/4"IPS 22276 14953 11844 10038 8829 7950 6738 5927 5337 4884 4523 4227 3979 3500 3151 -1/2"IPS 25532 17548 14092 12061 10689 9685 8289 7347 6657 6124 5697 5345 5049 4475 4055 2" IPS 62923 42239 33455 28355 24940 22458 19034 16742 15076 13797 12777 11941 11239 9885 8902 1/2"CTS 3/4" IPS 1" CTS 1" IPS 1-1/4"IPS M/2-IPS 2" IPS 140 805 1042 1486 2671 3470 7544 250 300 400 500 600 700 800 900 1 1000 1100 1200 1400 1500 123 111 94 83 74 68 63 59 55 53 50 48 46 44 708 637 540 475 428 391 363 339 319 302 287 274 263 253 916 825 699 615 554 507 469 439 413 391 372 355 340 327 1307 1177 998 878 790 723 670 626 589 558 530 507 485 467 2349 2115 1793 1577 1420 1300 1204 1125 1059 1002 953 910 872 838 3076 2787 2385 2114 1915 1762 1639 1538 1453 1380 1316 1261 1211 1167 6636 5975 5064 4455 4011 3671 3400 3177 2990 2831 2693 2572 2464 2368 1000BTUh=lCFH Maximum Capacity of PE Pipe In Cubic Feet per Hour with a Gas Pressure of 5.0 psi and a Pressure Drop of 3.5 psi (based on a 0.60 specific gravity gas) 5 10 15 20 25 30 40 50 60 70 80 90 100 125 150 1/2"CTS j 2544 1708 1353 1147 1008 908 770 677 610 558 517 483 454 400 360 3/4" IPS 14628 9819 7777 6592 5798 5221 4425 3892 3505 3207 2970 2776 2613 2298 2069 1" CTS 18966 12731 10084 8546 7517 6769 5737 5046 4544 4159 3851 3599 3387 2980 2683 1" IPS 27024 18141 14368 12178 10711 9645 8175 7190 6475 5925 5488 5128 4827 4246 3823 -1/4"IPS 48561 32598 25819 21883 19248 17332 14689 12921 11635 10648 9861 9215 8673 7629 6870 -1/2"IPS 1 53153 36532 29336 25108 22253 20163 17257 15294 13858 12749 11860 11128 10512 9316 8441 2" IPS 137172 92082 72933 61813 54370 48959 41494 36498 32865 30078 27855 26031 24500 21550 19405 305 268 1754 1543 2274 2000 250 I 300" 242 1389 1801 2566 glilil 205 1177 1526 2175 500 1 6 180 162 1036 932 1343 1209 -3248 2858 2566 iWd W« 1723" 5822 5121 4612 3908 3438 3096 7225 6403 5802 4965 4401 3987 16447 14466 13027 11041 9711 8745 148 853 1106 2833 3668 8003 137 790 1025 1460 2624 3413 7411 128 739 958 1364 2452 3202 6926 m 121 695 901 1284 2308 3025 6519 •KHIJI 114 109 104 100 96 658 626 598 573 551 853 812 775 743 714 1216 1156 1104 1058 1017 2185 2078 1985 1902 1828 2873 2741 2624 2521 2429 6171 5870 5606 5372 5163 Maximum Capacity of PE Pipe In Cubic Feet per Hour with a Gas Pressure of 10.0 psi and o Pressure Drop of 5.0 psi (based on a 0.60 specific gravity gas) 10 I 15 1/2"CTS 3529 2369 1877 1590 3/4" IPS 20291 13621 10789 9144 1" CTS 26309 17661 13988 11856 1" IPS 37487 25164 19931 16893 -1/4"IPS 67362 45220 35816 30355 -1/2" IPS 72320 49705 39915 34162 2" IPS 190283 127734 101171 85746 1399 8043 1260 7242 9390 1068 6138 7958 14858 13380 11340 939 5399 7000 9974 1-1/4" IPS 1-1/2"IPS 2" IPS 200 250 300 400 423 372 335 284 2433 2140 1927 1633 3154 2775 2498 2118 4495 3953 3560 3017 8077 7104 6397 5422 9830 8712 7894 6756 250 1437 1863 2654 4769 225 1294 1677 2390 4294 206 1184 1535 2187 3930 191 1096 1421 2025 3640 60 70 80 90 100 125 150 846 774 717 670 630 554 499 4862 4449 4120 3851 3624 3188 2871 6303 5769 5342 4993 4699 4133 3722 8982 8220 7612 7114 6696 5889 5303 16139 14770 13679 12783 12032 10583 9530 18855 17346 16137 15141 14302 12676 11485 45590 41723 38639 36109 33987 29894 26919 900 1000 1100 1200 1300 1400 1500 178 168 159 151 144 138 133 1025 964 913 868 829 795 764 1328 1250 1184 1126 1075 1030 990 1893 1782 1686 1604 1532 1468 1411 3401 3201 3031 2883 2753 2638 2536 4357 4115 3908 3729 3571 3430 3305 9608 9043 8561 8143 7777 7452 7162 1000BTUh=lCFH Gastite Division • 1116 Vaughn Parkway • Portland, TN 37148 LP GAS SIZING TABLES FOR PE PIPE Maximum Capacity of PE Pipe in Thousands of BTU per Hour of Liquefied Petroleum Gas with a Gas Pressure of 11.0 in. WC and a Pressure Drop of 0.5 in. WC (based on a 1.52 specific gravify gas) 1-1/4"IPS M/2"IPS 2" IPS 10 15 20 25 30 40 50 60 70 80 90 100 125 150 187 125 99 84 74 67 56 50 45 41 38 35 33 29 26 1073 720 571 484 425 383 325 286 257 235 218 204 192 169 152 1391 934 740 627 551 497 421 370 333 305 283 264 249 219 197 1983 1331 1054 893 786 708 600 528 475 435 403 376 354 311 280 1 3563 2391 1894 1605 1412 1272 1078 948 854 781 723 676 636 560 504 4724 3247 2608 2232 1978 1792 1534 1359 1232 1133 1054 989 934 828 750 10063 6755 5351 4535 3989 3592 3044 2678 2411 2207 2044 1910 1797 1581 1424 Hi 200 250 300 400 500 600 700 800 900 1000 1 1100 1200 1300 1 1400 1500 22 20 18 15 13 12 11 10 9 9 8 8 8 7 7 129 113 102 86 76 68 63 58 54 51 48 46 44 42 40 167 147 132 112 99 89 81 75 70 66 63 60 57 54 52 238 209 188 160 140 126 116 107 100 94 89 85 81 78 75 427 376 338 287 252 227 208 192 180 169 160 152 146 140 134 642 569 516 441 391 354 326 303 285 269 255 244 233 224 216 1207 1061 956 810 712 642 587 544 508 478 453 431 411 394 379 2516BTUh=lCFH Maximum Capacity of PE Pipe in Thousands of BTU per Hour of Liquefied Petroleum Gas with a Gas Pressure of 2.0 psi and a Pressure Drop of 1.0 psi (based on a 1.52 specific gravity gas) 1/2"CTS 3/4" IPS~ 1" CIS^ VTPS 1-1/4"IPS 1-1/2" IPS 2" IPS 10 15 20 25 30 40 50 60 70 80 90 100 125 150 I ! 1966 1319 1045 886 779 702 595 523 471 431 399 373 351 309 278 1 11300 7586 6008 5092 4479 4033 3418 3007 2707 2478 2295 2144 2018 1775 1599 1 14652 9835 7790 6602 5807 5229 4432 3898 3510 3213 2975 2780 2617 2302 2073 20877 14014 11100 9408 8275 7451 6315 5555 5002 4578 4239 3962 3729 3280 2953 ; 37514 25183 19946 16905 14869 13389 11348 9982 8988 8226 7618 7119 6700 5894 5307 43429 29848 23969 20515 18182 16474 14100 12496 11322 10417 9691 9092 8589 7612 6897 105963 71131 56339 47750 42000 37820 32054 28194 25388 23234 21517 20108 18926 16647 14990 ; 1/2" CTS 3/4" IPS 1" CTS 1" IPS 1-1/4" IPS 1-1/2" IPS 2" IPS 236 1355 1757 2503 4498 5903 12705 250 300 400 500 600 700 800 900 1000 UOO 1200 1 1300 1400 1500 207 187 158 139 125 115 106 99 93 88 84 80 77 74 1192 1073 910 800 720 659 611 571 537 508 484 462 443 425 1545 1391 1179 1037 934 855 792 740 696 659 627 599 574 551 2202 1983 1680 1478 1331 1218 1128 1054 992 939 893 853 818 786 3956 3563 3019 2656 2391 2189 2027 1894 1783 1688 1605 1533 1469 1412 5232 4740 4057 3596 3258 2997 2788 2616 2471 2347 2239 2144 2060 1985 11175 10063 8529 7502 6755 6182 5725 5350 5036 4767 4535 4331 4150 3988 2516BTUh=lCFH Maximum Capacity of PE Pipe in Thousands of BTU per Hour of Liquefied Petroleum Gas with a Gas Pressure of 10.0 psi and a Pressure Drop of 1.0 psi (based on a 1.52 specific gravity gas) 5 10 15 20 25 30 40 50 60 70 80 90 100 125 150 1/2"CTS 2476 1662 1316 1116 981 884 749 659 593 543 503 470 442 389 350 3/4"IPS 1 14234 9555 7568 6414 5642 5080 4306 3787 3410 3121 2890 2701 2542 2236 2014 1" CTS 1 18455 12388 9812 8316 7315 6587 5583 4910 4422 4047 3747 3502 3296 2899 2611 1" IPS 26296 17652 13981 11849 10423 9385 7954 6997 6300 5766 5340 4990 4697 4131 3720 -1/4"IPS 47252 31720 25123 21293 18729 16865 14294 12572 11321 10361 9595 8967 8440 7423 6685 -1/2"IPS 53960 37087 29782 25489 22591 20469 17519 15527 14068 12943 12041 11297 10671 9458 8569 2" IPS 133476 89601 70967 60148 52905 47640 40376 35514 31980 29267 27104 25329 23840 20970 18882 1-1/4"IPS 1-1/2"IPS 2" IPS 200 250 300 1 400 297 261 235 199 1707 1501 1352 1146 2213 1946 1753 1485 3153 2773 2497 2116 5665 4983 4487 3803 7334 6500 5890 5041 16004 14077 12676 10743 500 600 700 800 900 1000 1100 1200 1300 1400 175 158 144 134 125 118 111 106 101 97 1008 907 830 769 719 676 640 609 582 557 1306 1176 1077 997 932 877 830 790 754 723 1862 1676 1534 1421 1328 1250 1183 1125 1075 1030 3345 3012 2757 2553 2386 2246 2126 2022 1931 1851 4468 4048 3724 3465 3251 3071 2916 2782 2664 2560 9449 8509 7787 7212 6739 6343 6005 5712 5455 5227 93 536 695 990 1779 2466 5024 2516BTUh=lCFH Ph: 1.800.662.0208 • Fax: 615.325.9407 • Web: www.gastite.com TECHNIOAL DATA Normal Pipe Size and SDR must be used to match fittings and IPS PE pipe. Nominal Pipe Size and Min. Wall must be used to match fittings and CTS PE pipe. Gastite Ttie System is tiie Solution <<!•> COMMUNITY Development Services Building Division <<!•> FACILITIES Development Services Building Division CITY OF DISTRICT NO. 1 1635 Faraday Avenue CARLSBAD NON-RESIDENTIAL B-32 760-602-2719 www.carlsbadca.gov NON-RESIDENTIAL CERTIFICATE: Non-Residential land owner, please read this option carefully and be sure you ttiorougtily understand before signing. The option you chose will affect your payment of the developed Special Tax assessed on your property. This option is available only at the time of the first building permit issuance. Property owner signature is required before signing. Your signature is confirming the accuracy of all information shown. Grand Pacific Resorts 760-431-8500 Name of Owner Telephone 5900 Pasteur Ct, Ste. 200 1594 Marbrisa Cr. Address Project Address Carlsbad, CA 92008 Carlsbad, CA 92008 City, State Zip City, State Zip 211-130-05-00 Assessor Parcel Number(s) or APN(s) and Lot Numbers(s) if not yet subdivided by County Assessor CB122166 Building Permit Number(s) As cited by Ordinance No. NS-155 and adopted by the City of Carlsbad, California, the City is authorized to levy a Special Tax in Community Facilities District No. 1. All non-residential property, upon the issuance of a building permit, shall have the option to (1) pay the SPECIAL DEVELOPMENT TAX ONE TIME or (2) assume the ANNUAL SPECIAL TAX - DEVELOPED PROPERTY for a period not to exceed twenty-five (25) years. Please indicate your choice by initializing the appropriate line below: OPTION (1): I elect to pay the SPECIAL TAX - ONE TIME now, as a one-time payment. Amount of One-Time Special Tax: $ 12,332.69 Owner's Initials . OPTION (2): I elect to pay the SPECIAL DEVELOPMENT TAX ANNUALLY for a period not to exceed twenty-five (25) years. Maximum annual Special Tax: $ 1,703.14 Owner s initials -p^^ ' . I DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT THE UNDERSIGNED IS THE PROPERTY OWNER OF THE SUBJECT PROPERTY AND THAT I UNDERSTAND AND WILL COMPLY WITH THE PROVISION AS STATED ABOVE. Signature of Property Owrer TitI Print Name Date The City of Carlsbad has not independently verified the information shown above. Therefore, we accept no responsibility as to the accuracy or completeness ofthis information. Land Use ALL OTHER COMM. Imp.Area ll FY 12/13 Annex date 12/9 Factor $.4851 X Square Ft. 25,423 = $12,332.69 B-32 Page 1 of 1 Rev. 07/09 CERTIFICATION OF Development Services ^ CITY OF SCHOOL FEES PAID Building Department 1635 Faraday Avenue CARLSBAD B-34 760-602-2719 www.carlsbadca.gov This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Name: Grand Pacific Resorts Project ID: CT/MS: CT 03-02 Building Permit Plan Check Number: CB122166 Project Address: A.P.N Project Applicant (Owner Name): Project Description: Building Type: Residential: Second Dwelling Unit: Residential Additions: 1594 MARBRISA CR. 211-130-05-00 GRAND PACIFIC RESORTS SALES BUILDING COMMERCIAL NEW DWELLING UNIT(S) Square Feet of Living Area in New Dwelling/s Square Feet of Living Area in SDL) Net Square Feet New Area Commercial/Industrial: 25,423 SF OFFICES w/7,115 SF BASEMENT City Certification of Applicant Information.- JavuvtAltixjr Datft 03/2Q/2Q13 SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD 1^ Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 (760-331-5000) O Vista Unified School District 1234 Arcadia Drive Vista CA 92063 (760-726-2170) 1 1 San Marcos Unified School District 255 Pico Ave Ste. 100 San Marcos, CA 92069 (760-290-2649) Contact: Nancy Dolce (By Appt. Only) 1 1 Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (760-944-4300 x1166) 1 1 San Dieguito Union High School District-By Appointment Only 684 Requeza Dr. Encinitas, CA 92024 Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incon-ect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. Signature: Date: ^ "Z^ B-34 Page 1 of 2 Rev. 03/09 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) ****************************************************^ THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE j)b'bp6f $L)^^r(/l-fMyW^ NAME OF SCHOOL DISTRICT v^AHLSBAD UNIFIED SCHOOL DISTRICT DATE 6225 EL CAMINO REAL CARLSBAD. CAggnno PHONE NUMBER B-34 Page 2 of 2 Rev. 03/09 Grand Pacific Carlsbad, L.P. MarBnsaResprtoom (95) Developm^rit Account POB 4068,' Carlsbad, CA 92018 760/431-8500 ines Bank teway Road . CA 92009 3087 90-4363 1222 PAY TO ^SMeen Thomarid Five Hundred Ninety-Four & 38/10 i I. 'Date: 04/26/13 CARLSBAD UNIFIED SCHOOL DISTRICT*** 622"5 EL CAlSMl^^(VL "I^^^M . . '..^'m. CARLSBAD.Wsm U.S. Dollars: $16,594.38 ii'oooooo Ida 711' i: I a E E i. a & 3 51: I. I 10 5 5 EE&aii' I INCLUDES *N ORIGINAL TO UGHT TO VIEW. ORIGINAL DOCUMENT COWTrtlNS HEAT SENSITIVE INK-HUa HEO IMAGE-mSAPPeAnS WTH HEAT fi andor No: CBUNF / Name: CARLSBAD UNIFIED SCHOOL DISTRICT voice Ref Inv Date 122166 SALES BLDN 04/26/13 Inv Amt 16594.38 Discount 0.00 Adj Amt 0.00 J 3087 Amt Paid 16594.38 and P< :ct: 00 n,<!TB/Cr nPAC/RCn/MELEMENMny RgCeipt NO. riCARLSBAD UNIFIED SCHOOL DISTRICT I^ ^^^^^^^^^PY AVIARA OAKS MIDDLE u_. aEMENTARV r=n BUENA VISTA ELEMENTAAV ^ ^ ELEMENTAfly McAUVERA HIUS ELEMENTARV 0^^^^^aEMENTARV HcALAVEfMHIUSM/DDLE MMAGNOUA ELEMENTARY Q CARLSSAD HIGH XI V i/^ » iL" RECEIVED FROM: uf^^'^'^Jihrj^^^.-^ („ Applicable) PARENT Of ^J^X^^^^j-^^ff^Zj^ (fD • ACCOUNT NUMBER PAYMENTFOR: r—[PRESCHOOL QSAGE CREEK HIGH QVALLEVM/DDLE • OTHER.^- DATE: 2iZ^^^-i-^ AMOUNT RECEIVED BY; CASH. CHECK 16594.38 INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY Date Business Name_ Street Address_ Email Address PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TfPE OF BUSINESS) Check all below that are present at your facitily: Acid Cleaning Assembly Automotive Repair Battery Manufacturing Biofuel Manufacturing Biotech Laboratory Bulk Chemical Storage Car Wash Chemical Manufacluring Chemical Purification Dry Cleaning Electrical Component Manufacluring Fertilizer Manufacturing Film/X-ray Processing Food Processing Glass Manufacluring Industrial Laundry Ink Manufacturing Laboratory Machining/Milling Manufacturing Membrane Manufacturing (i.e. water filter membranes) Metal Casting / Forming Metal Fabrication Melal Finishing Electroplating Eleclroless plating Anodizing Coating (l.e, phosphat/ng) Chemical Etching / Milling Printed Circuit Board Manufacturing Melal Powders Forming Nutritional Supplement/ Vitamin Manufacturing Painting/Finishing Paint Manufacturing Personal Care Products Manufacturing Pesticide Manufacturing / Packaging Pharmaceutical Manufacturing (including precursors) Porcelain Enameling Power Generalion Print Shop Research and Development Rubber Manufacturing Semiconductor Manufacturing Soap/Detergent Manufacturing Waste Treatment / Storage SIC Code(s) (if known):. Brief de^aription of business activities (Production / Manufacluring Operations):. Description of operations generating wastewater (discharged to sewer, hauled or evaporated); Estimated volume of industrial wastewater to be discharged (gal / day): _ List hazardous wastes generated (type/volume): Date operation began/or will begin at this location: Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes No If yes, when: . ^ Site Contact Title Signature^-—'- _ ENCINA VTOSTEWATER AUTH Phone No. "/iO S^S-^fiRl^ , 6200 Avenida encinas Carlsbad, CA 92011 (760)438-3941 FAX; (760)476-9852 ^ CITY OF CARLSBAD PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET B-18 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Rroject Address: Permit No.: Information provided below refers to worfe being done on the above mentioned permit only. This form wwsf be completed and relurned to the BuiWing Ptvlsion before the permit ctm be issaed. Building Dept Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains 99••••••••»••••*••••••••••••»•••••••»••••*#•••••«•••••»••••••••••«•••••••••••••••••••I New buildir^ sewer line? Number of new roof drains? Install/alt^ wrater line? Number of new water heaters?. Nunfcer of new, relocated or r^iaced gas outlets? Number of new hose bibs? Ves g( No. Residentifri Permits: New/expanded service: Number of new amps: Minor Remodel onfy: Yes No Commercial/industrial: Tenant Imprwemenfc Numi>er of existing amps involved in this proiecb Number of new amps invotved in this project: New Construction: Amps per Panel: Single Pha^ Three Whose. Three FKiase 480 Number of new amperes. Number of new amperes^ Number of new amperes Number of new furnaces, A/C, or heat pumps? .. New or relocated duct worb?„—.... •••••••• •••••»••<» *i Number of new fireplaces? Number of new exhcust fans? Relocate/install went?.., Number of new exhaust hoods? Numbar of new boilers or compressw? .Ve5_^ No 2 (4? 3 in I W" ... Numba- of HP B-18 Page 1 of 1 Rev. 03/09 SAN DiEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# HV# . BP DATE. Business Name Business Contact Telephone P (%o \ Piftleot Address Zip Code Walling Address Cityr state Zip Coda P(anFi!e# Profect Contact Tetephone * f \ Tlie following questions ropresent the fttcility's acfivities, NOT the specific project description. 1. Explosive or Blasting Agents 2. Compressed Oases 3. Flammable/Coimbustlble Uquids 4. Flammable Solids 5. Organic Peroxides $, Oridtears 7, Pyrophorics 8. Unstabfe Reaclives 9. 10. 11. 12. Water Reactlves Cryogenics Highly Toxic or Toxic Materials Radloactives 13. Corrosives (4. Ottier Heallt) Hazards 15. None of Ttiese. PART li: SAN DIEGO COUNTV DEPARTIVIENT OF ENVIRONMENTAl. HEALTH - HAZARDOUS MATERI<ayLS OIVISIONS <HMDl: If Ihe answer to any of the questions is yes, applicant must contact the County of San Dlego Hazardous Materials Division, 5S0Q Overland Ave., Suits 110, Ssn Diego, CA 92123, Call (858) 505-6700 prior to Ihe issuance of a building pemiit FEES ARE REQUIREO. Projecl Completioft Oate; 'Z^ I \ 1Expected Dale of Occupancy: "Z- l\ /V^ YES N9 (for new constmction or nemodelhg projects) Is your business listed on the reverse side of this form? (check all that apply). Will your business dispose of Hazardous Substances or Medical Waste In any amount? Will your business store or hendia (hazardous Substances in quantities equal to or greater llian 55 gallons, 500 pounds 200 cubic feet, or carcinogens/reproductive toxins In any quantity? Wili your business use an existing or (nstalf an underground storage tank? Will your business store or handle Regulated Substances (CalARP)? Will your business uso or install a Hazardous Waste Tank System (Title 22, Aflicle 10)7 Will your business store petroleum in tanks or containets at your fadlity witti a tolal storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). • CalARP Exempt I Date Initials • CalARP Required I Dale Initials • CalARP Complete I Dale Initials PART 111: S/^N DIEGO COtJNTY AIR POtLOTION CONTROL DISTRICT: If the answer to any of the questions below is yas, applicant must contact the Air Pollution Control District (APCD), 10124 Old Grove Road, Sen Dlego, CA 92131-1649, telephone (858) 586-2600 piior to the issuance of a building or demolition permit. I*ite: if Ihe answer to questions 4 or 5 is yes, applicant rnust also submit an asbestos notification dorm to the APCD at least 10 wortdng days prior to commencing demolition or renovation, except denriolition pr renoyation of residential structures of four units or less. Contact the APCD fbr more informalioft. YES NO 1. • will (he subject facility or conslniction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See ttio N APCD factsheet alhlto:/ywwv)r.sdapcd.orq/info/facts/D8miHs.pdf. and the list of typical eqinprnenl requiring an Af'CD permil on the reverse side of this from. Contact AF^D if you have any questions), a. • C (ANSWER ONLY IF QUESTION 1 IS YES) Willthe subject facility be located within 1,000 feetof the oulerhoundary of a sctiool (K through 12)7 (Search the California School Directory at hllo.7/www.ede.ca.qov/r^/sd/ for public and private schools or contact the appropriate school district). D Has a survey been performed lo determine the presei^ce of Asbestos Containing Inaterials? M_ Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? Will there be demolition Involving tha removal of a load supporting structural member? 3. 4. 5. • • • Briefly describe business activities: Briefly describe proposed project: I declaro under penaltvAf nerjory lhatjo ttte best of my knowledgo and belief the responses madehMtflGfiirueMd-eeneer ^ . yo , . ^ Name of Owner or Aullwized Agent ' Signature of Qi"»flBrWi(llf^ Date t Agent FIRE OEPARTH^ENT OCCUPANCY CLASSIFICATION:. BY: , Signature of^^nrf^g^iWiTOrizi FOR OFFICIAL (fSEONLy: DATE; EXEMPT OR NO FURTHER IHf ORHAnoH REQUmeo RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD* APCD COUNTY-HMO APCD COUfJTY-HMD APCD • City of Carlsbaci Permit No: VALUATION WORKSHEET BuiWing Division Address Assessor Parcel No. 'Date Type of Woric Area of Work IMultiplier -VAU7E SFD and Duplexes $110.17 $0.00 Residential Additions $131.73 $0.00 Remodels / Lofts $57.48 $0.00 Apartments & Multi-family $98.20 $0.00 Garages/Sunrooms/Solariums $28.74 $0.00 Patio/Porch/Carport $9.58 $0.00 Enclosed Patio $15.51 $0.00 Decks/Balconies/Stairs $15.57 $0.00 Retaining Walls, concrete,masonry $19.16 $0.00 Pools/Spas-Gunite $40.72 $0.00 Tl/Stores, Offices $37.12 $0.00 Tl/Medical, restaurant, H occupancies $50.30 $0.00 Photovoltaic Systems/ # of panels $400.00 $0.00 PUBLIC BUILDINGS VA 32538 $113.76 $3,701,522.88 $0.00 $0.00 $0.00 Fire Sprinkler System 32538 $3.11 $101,193.18 Air Conditioning - commercial 25423 $5.03 $127,877.69 Air Conditioning - residential $4.19 $0.00 Fireplace/ concrete, masonry $3,855.98 $0.00 Fireplace/ prefabricated Metal $2,621.34 $0.00 $0.00 $0.00 TOTAL $3,930,593.75 Valuation: Comm/Res {CIR): Building Fee Plan Check Fee Strong Motion Fee Green Bldg. Stand. Fee Green Bldg PC Fee License Tax/PFF License Tax/PFF (in CFD) CFD 1st hour Of Plan checkFire Expedite Plumbing Mechanical Electrical $3,930,594 C $10,374.32 $7,262.02 $825.00 $156.00 $150.00 $137,570.78 $71,536.81 $115.00 TBD TBD TBD CFD 0 Yes (PFF= 1.82%) 0 No (PFF = 3.5%) Land Use: Density: Improve. Area: Fiscal Year: Annex. Year: Factor: CREDITS PFF and/or CFD Explanation: CB122166 1594 MARBRISA CR GRAND PACIFIC RESORTS; 25,423 SF SALES BUILDING W/OFFICES//?,115 SF /o /ULJ"JLj-. ''I''-'"' ^''^f"—^(-^^li^ /0/2<llZ- c^-*—- r 7 mid. r/yvJl^ IL o,^^ (a.^"- • cv L/ Final Insp. Approved Date BUILDING PLANNING ENGINEERING FIRE Expedite? AFS Ctieckedb' HazMat APCD Health Forms/Fees Sent Encina Fire HazHealthAPCD PE&M School CA- Sewer Stormwater Special Inspection /d/,z-zl/ Due? *l It By CFD;iC) N \3(/'^l\3> I W^/Z^/f3( LandUse:flOC^ DoniHyi - ImpArear'JlFY: B^i|y^nnex. yzjl^^actor-^ PFF: Comments Date Date Oate Date Building Planning Engineering Fire Need? t^ \3 "lig^ \ SLOPPF itW-f/^ a.Wr:A- V> C>LMa«r lone )ne • Done • Done • Issued 05-16-2013 City of Carlsbad 1635 Faraday Av Carlsbaci, CA 92008 Plan Check Revision Permit No:PCR13064 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC #: Project Title: 1594 MARBRISA CR CBAD PCR 2111310500 Lot#: $0.00 Construction Type: CB122166 0 NEW GRAND PAC SALES BLD- REVISE IVIECHANICAL SYSTEM FROM VARIABLE Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 05/03/2013 LSM 05/16/2013 05/16/2013 Applicant: DAN TALANT STE 201 4990 HARBOR DR SAN DIEGO CA 92106 619-297-8066 X25 Owner: GRAND PACIFIC CARLSBAD L P 5900 PASTEUR CT #200 CARLSBAD CA 92008 Plan Check Revision Fee Fire Expedited Plan Review Additional Fees $187.50 $0.00 $0.00 Total Fees: $187.50 Total Payments To Date: $187.50 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previouslv been given a NOTICE similar to this, or as to which the statute of limitations has previouslv otherwise expired. CITY OF CARLSBAD PLAN CHECK REVISION APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No. PdRf^ptg*-^ Original Plan Check No. 122166 Project Address 1594 Marbrisa Circle n^tP 05-02-13 Contact Talant ph 619-297-8066 x 25 pax 619-297-8066 Email dant@noaainc.com Contact Address 4990 Harbor Dr, Suite 201 ^jfy San Diego y^p 92106 General Scope of Work Changing the mechanical system, providing utilities in basement for potential future laundry- Original plans prepared by an arcliitect or engineer, revisions must be signed & stamped by that person. 1 • Elements revised: 13 Plans • Calculations • Soils • Energy • Otfier 2. Describe revisions in detail 3. List page(s) where each revision is shown 4. List revised sheets that replace existing sheets The mechanical system has been changed from a variable refrigerant flow system to a split system due to estimated costs for HVAC. The client wishes to have utilities stubbed out to the basement for potential future laundry equipment. 5 • Does this revision, in any way, alter the exterior of the project? • Yes 6. Does this revision add ANY new floor area(s)? Q Yes 0 No T • Does this revision affect any fire related issues? Q Yes [x| No 8. Is this a complete set? Q Yes • No ^Signature- g No 1635 Faraday Avenue, Carlsbad, CA 92008 Et 760-602- 2719 £gx: 760-602-8558 £mait building@carlsbadca.gov www.carlsbadca.gov EsGil Corporation In <Partnersllip with government for (BuiCdtng Safety DATE: 5/14/2013 • APPLICANT ar JURIS. JURISDICTION: City of Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 12-2166 rev(PCR13064) SET: I PROJECT ADDRESS: 1594 Marbrisa Circle PROJECT NAME: Marbrisa Resort Sales Building The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. • The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: EsGil Corporation staff did not advise the applicant that the plan check has been completed. I I EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person XI REMARKS: Sheets A5, A24, A26, M2.3 and E4.3 were not include in the revision set. By: David Yao Enclosures: original approved set EsGil Corporation • GA • EJ • PC 5/6 9320 Chesapealce Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 City OfCarlsbad 12-2166 rev(PCR13064) 5/14/2013 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 12-2166 rev(PCR13064) PREPARED BY: David Yao DATE: 5/14/2013 BUILDING ADDRESS: 1594 Marbrisa Circle BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) revisions Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance • Type of Review: rn Repetitive Fee g Repeats • Complete Review • Other Q-| Hourly EsGil Fee • Structural Only Hrs. @ * 1.5 $100.00 $150.00 Based on hourly rate Cominents: Sheet 1 of 1 macvalue.doc + PCR13064 1594 MARBRISA CR GRAND PAC SALES BLD- REVISE MECHANICAL SYSTEM FROM VARIABLE -TO e^.c c^/cB.^-^i<^<. sw QlSSUED •cv Approved Date Bv BUIUJING ti/^nt-wa^ PLANNING ENGINEERING FIRE Expedite? Y N AFS Ctieclcedby: HazMat APCD Healtti Forms/Fees sent Rec'd Due? By Encina Y N Fire V N HazHealttiAPCD V N PES.M y N School Y N Sewer Y N Stonnwater Y N Special Inspection Y N CFD: Y N LandUse: Density: ImpArea; FY; Annex: Factor: PFF: Y N Comments Date Date Date Date Building Planning Engineering Fire Need? ( ^/^rr-£_ /^SS.(^,'AJA QDone / • Done • Done • Done • Done