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1591 MARBRISA CIR; ; CB120070; Permit
5411 COLUMBUS CR IS NOW 1591 MARBRISA CR 2/7/2013 04-09-2012 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: Building inspection Request Line (760) 602-2725 CBI20070 Job Address: Permity Type: Parcel No: Valuation: Occupancy Group: Project Title: 5411 COLUMBUS CR CBAD COMMIND Sub Type: HOTEL 2111310700 Lot#: 0 $1,422,914.00 Construction Type: 5B Reference # Status: ISSUED Applied: 01/17/2012 Entered By: JMA Plan Approved: 04/09/2012 Issued: 04/09/2012 Inspect Area Plan Check #: GRAND PACIFIC RESORT: VILLA 68 13432 SF LV//6227 DECK & WALKWAY & ST0RAGE=12 UNITS Applicant: CATHY SMITH 2398 SAN DIEGO AV SANDIEGO CA 92110 619-297-8066 X15 Owner: GRAND PACIFIC CARLSBAD L P 5900 PASTEUR CT #200 CARLSBAD CA 92008 Building Permit $4,856.72 Meter Size Add'l Building Permit Fee $0.00 Addl Reel. Water Con. Fee $0.00 Plan Check $3,399.70 Meter Fee $628.00 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 $298.81 PFF (3105540) $25,897.03 Park Fee $5,587.60 PFF (4305540) $0,00 LFM Fee $0.00 License Tax (3104193) $0.00 Bridge Fee $16,416.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $8,928.00 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $906.00 Add1 Renewal Fee $0.00 ELECTRICAL TOTAL $780.00 Other Building Fee $0.00 MECHANICAL TOTAL $332.50 Pot. Water Con. Fee $15,088.00 Master Drainage Fee $0.00 Meter Size D1.5 Sewer Fee $13,152.00 Add'l Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Reel. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (SB1473) Fee $56.00 HMP Fee $0.00 Fire Expedidted Plan Review $1,510.00 Green Bldg Standards Plan Chk TOTAL PERMIT FEES $111,312.36 Total Fees: $111,312.36 Total Payments To Date: $111,312.36 Balance Due: $0.00 Inspector FiNAL APPROVAL Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reseivations, or other exactions hereafter collectively referred to as lees/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 follov* the protest procedures set forth in Government CMe Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carisbad 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 tees/exactions of which vou have previouslv been oiven a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. 04-09-2012 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Storm Water Pollution Prevention Plan (SWPPP) Permit Permit No:SW120013 Job Address: Permit Type: Parcel No: Reference #: CB#: Project Title: 5411 COLUMBUS CR CBAD SWPPP 2111310700 Lot#: CB120070 GRAND PACIFIC RESORT; VILLA 68 Applicant: CATHY SMITH 2398 SAN DIEGO AV SAN DIEGO CA 92110 619-297-8066X15 Emergency Contact: HOUSTON ARNOLD Status: ISSUED 0 Applied: 01/17/2012 Entered By: JMA Issued: 04/09/2012 Inspect Area: Tier: 1 Priority: L Owner: GRAND PACIFIC CARLSBAD L P 5900 PASTEUR CT #200 CARLSBAD CA 92008 760 585-8829 SWPPP Plan Check SWPPP Inspections Additional Fees $45.00 $55.00 $0.00 TOTAL PERMIT FEES $100.00 Total Fees: $100.00 Total Payments To Date: $100.00 Balance Due: $0.00 FINAL APPROVAL DATE_/^^<^'/2b£ARWCE. SI6NATURE_A^js;:^ ^ 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. 0(3 IZ "TD Est-Vaiuef ( ^ Plan Ck. Deposit / SWPPP So JOB ADDRESS 5411 Columbus Circle, Carlsbad, CA 92008 SUITE*/SPACE*/UNrr« 211 -05^ CT/PROJECT# 9&12 PHASE # # OF UNITS 12 # BATHROOMS TENANT BUSINESS NAME Grand Pacific Resort, Villa 68 CONSTR. TYPE V-B sp. occ. GROUP R-2 DESCRIPTION OF WORK: /nc/ude Squan Feet of Affected Area(s) New construction of timeshare: Ground up Type V-B sprinldered 3-story R-2 occupancy. Wood framing, stucco & concrete tile roof. Interior build out for 12 timelisare units. S^^ ^ 5"^9© '0\Bci<, I-S|DKC5> EXISTING USE i ' PROPOSED USE I GARAGE/SF) Timeshare use PATIOS (SF) DECKS (SF) FIREPLACE YES[~|# NOfTI sr AIR CONDITIONING FIRE SPRINKLEI YES0NOQ YESfTlNoj | APPLICANT NAME (Primary Contact) Cathy Smith APPLICANTNAME (Secondary Contact) Russ Onufer ADDRESS 2398 San Diego Ave. ADDRESS Nogle Onufer Associates Architects, Inc. CITY San Dieao STATE CA ZIP 92110 CITY STATE ZIP PHONE 619-297-8066x15 FAX 619-297-8066x12 EMAIL cathyl(S^noaalnc.com EMAIL russo@noaainc.com PROPERTY OWNER NAME Grand Pacific Resorts, Inc. CONTRACTOR BUS. NAME Grand Pacific Resorts, Inc. ADDRESS 5900 Pasteur Court, Suite 200 ADDRESS CITY Carisbad STATE CA ZIP 92008 CITY STATE ZIP PHONE 760-431-8500 FAX PHONE FAX EMAIL BZelenl(a@gpresorts.com EMAIL ARCH/DESIGNER NAME & ADDRESS 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, aiso requires the applicant for such permit to fiie a signed statement tliat he is licensed pursuantto the provisions ofthe Contractor's License Law (Chapter 9, commendingwith Section 7000 of Division 3 ofthe Business and Professions Code} or that he is exempt therefrom, and the basis for tine alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the appiicant to a civil penalty of not more than flve hundred doiiars ($500)). WORKERS' COMPENSATION Workers' Compensation Declaration: / hereby affirm under penalty of perjury one ofthe following declarations: ^ I have and wlll maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this perniit is issued. ^ I have and will maintain workers' compensation, as required by Section 3700 of Ihe Labor Code, for the perfomiance of the work for which this permit is issued. My workers' compensation insurance earner 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 iess. I I Certificate of Exemption: I certily that in the perfonnance 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 Califbrnia. 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 of the Labor code, interest and attorney's fees. JS^ CONTRACTOR SIGNATURE • AGENT DATE OWNER-BUILDER DECLARATION thereby affirm that I am exempt from Contractor's Ucense Law for the 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 7^ License Law does not apply to an owner of properly 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 constmct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply lo 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 personally plan to provide the major labor and materials for construction of the proposed property improvement. QYes I iNo 2.1 (have / have not) signed an application for a building pemiit for Ihe proposed work. 3.1 have contracted with the foilowing person (firni) to provide the proposed construction (include name address / phone / contractors' license number): 4. / plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide Ihe major work (include name / address / phone / contractors' license number): 5.1 will provide some ofthe work, but I have contracted (hired) the following persons to provide the wori< indicated (include name / address / phone / type of wori<): >girPR0PERTY9WNER SIGNATURE •AGENT DATE COMPLETE THIS SECTION FOR N O N - R E S I D E N T I A L BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plari. acutely hazardous materiais registration fomi or risk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? [[^^Yes I iNo Is the applicant or future building occupant required to obtain a permit from the air pollution conlrol district or air qualitv management district? IZjYes Q No Is the facility to be constmcted within 1,000 feet of the outer boundary of a school site? I lYes QNO 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. CONSTRUCTION LENDING AGENCY I hereby affirni that there is a construction lending agency for the performance of the work this permit is issued |Sec. 3097 (i) Civil Code). Lender's Name Lender's Address APPLICANT CERTIFICATION 1 certify that 1 have read the appllcatkm and state thatthe above inlbmiation is conect and thatthe inlbmiatian on the plans is accurate. 1 agree to complywith ali City ordinances and State iaws relating to buiiding constniction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY 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 pennit is required fbr excavafons over 5'0' deep and demolifon or construcfon of stnjctures over 3 stories in height EXPIRATION: Every pemiit issued by the Buikting Official under the provisions of this Code shaH expire by limitation and become null and vokj if the buikling or wori< authorized by such pemiit is not commenced within 180 days from the date of such pemt or if the buikling or work authorized by such pemiit is suspended or abandoned at any time after the wori< is commenced Ibr a period of 180 days (Seclion 106.4.4 Unilbmi Building Code). y^TAPPLICANT'S SIGNATURE DATE Inspection List Permit*: CBI20070 Type: COMMIND HOTEL GRAND PACIFIC RESORT: VILLA 68 13432 SF LV//6227 DECK & WALKWAY & Date Inspection Item Inspector Act Comments 12/28/2012 19 Final Structural -Rl 12/28/2012 89 Final Combo PD AP 12/18/2012 89 Final Combo PD NR 11/15/2012 34 Rough Electric PB PA 9/18/2012 39 Final Electrical PD PA 9/10/2012 17 Interior Lath/Drywall PD AP 9/6/2012 84 Rough Combo PD PA 8/28/2012 18 Exterior Lath/Drywall PD AP 8/15/2012 21 Underground/Under Floor PD AP 8/14/2012 17 Interior Lath/Drywall PD AP 8/7/2012 17 Interior Lath/Drywall PD AP 8/6/2012 17 Interior Lath/Drywall PD CO 7/26/2012 84 Rough Combo PD AP 7/20/2012 84 Rough Combo PD AP 7/19/2012 84 Rough Combo PD NR 7/18/2012 17 Interior Lath/Drywall MC NR 7/16/2012 14 Frame/Steel/BoltingA/Veldin PD PA 7/11/2012 17 Interior Lath/Drywall PD PA 7/10/2012 14 Frame/Steel/Bolting/Weldin PD AP 7/4/2012 15 Roof/Reroof PD AP 7/3/2012 15 Roof/Reroof PD CA 6/29/2012 14 Frame/Steel/Bolting/Weldin PD AP 6/28/2012 13 Shear Panels/HD's PD AP 6/26/2012 13 Shear Panels/HD's PD AP 6/13/2012 23 Gas/Test/Repairs PD AP 6/12/2012 31 Underground/Conduit-Wirin PD AP 6/11/2012 31 Underground/Conduit-Wirin PD NR 6/5/2012 13 Shear Panels/HD's PD PA 5/30/2012 14 Frame/Steel/Bolting/Weldin PD PA 5/4/2012 11 Ftg/Foundation/Piers PD PA 5/2/2012 31 Underground/Conduit-Wirin PD AP 4/27/2012 11 Ftg/Foundation/Piers PD PA 4/18/2012 31 Underground/Conduit-Wirin PD PA 4/17/2012 11 Ftg/Foundation/Piers PD PA 4/17/2012 21 Underground/Under Floor PD PA 4/10/2012 11 Ftg/Foundation/Piers PD PA 4/10/2012 21 Underground/Under Floor PD AP AM PLEASE PER CONTRACTOR AFTER STOP SWITCHGEAR ELEVATOR Thursciay, January 10, 2013 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 www.mtglinc.com MTGL Proiect#: ( ^ I ((P ^ D ^ San Dlego/lmperial County 6295 Ferris Square, Suite C SanDiego, 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! Report ii PG. OF. 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. " TRAVE IME ARRIVED S - €>0 /1M TIME DEPARTED LUNCHTIME . SUB CfmTRACTOR ADDRESS OF PROJECT TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION C BACKFILL • BATCH SLANT • PT CONCRETE n SHOTCRETE S CONCRETE n MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD • FIREPROOFING n ANCHOR/DOWEL • NDE FIELD • NDE SHOP • CEILING WIRE DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PLANS Y[ SOIL REPORT YEN! ND SPECS: YD ND APPROVED SHOP DRAWING Y[ MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): ERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT ^ CONTRACTORS EQUIPMENT/MANPOWER USED: AREA, GRID LINES, PIECES INSPECTED: STRUCTURAL NOTES, DETAIL, OR RFIS USED: REMARKS. INCLUDINE MEETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERpE, vz WAJ PERCENT PROJECT COMPLETE rucAcy B^DNO THE WORK WASZT WAS NOTO Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WASa^WASNOTC N/AO 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 B^ID NOT MEET The requirementsiiMhe DSA/OSHPD/Pf^CT/iEn I taken: I 7/ Samples taki Weathfirt 6^^/\,^ SignatuM ot Special Inspector crw? ItuM Of Special Inspector prf ^(mi/\ifDA7s Print Name Certification #: \/orifipH h\l- 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 Ste. C San Diego, CA92121 Tel: 858,537.3999 Fax: 858,537,3990 Dispatch: 888.844.5060 Inland Empire 14467 Meridian Pkwy.. Bldg 2A Rlversida.CA92518 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/CITY File #. MTGL PROJECT* 1916C09 Pemriit« CB-120070 Report *. Page 1 of 1 Special Inspection Reports must be distnbuted to the parties listed bekwr within 14 days ofthe inspection. Reports of non-compliant conditions must be distributed immediately. Sepaiate reports shall be prepared fbr each type of special inspection on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. DSA/OSHPD Appl.«. DSA/LEA # PROJECT NAME: Marbrisa Resort Oate: 4-30-12 ARCHITECT Nogel Onufer TIME ARRIVED 0700 TIME DEPARTED 1400 ENGINEER Burkett & Wong TRAVEL TIME 2.0 LUNCH TIME n/a CONTRACTOR Grant Pacifk: SUB CONTRACTOR INSPECTION ADDRESS 5500 Grand Pacifk: • MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD ADDRESS OF PROJECT same • FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • NDE SHOP • CEIUNG WIRE • _ • TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL DSA/OSHPD PROJECT APPROVED DOCUMENTS • BATCH PLANT • PT CONCRETE •SHOTCRETE S CONCRETE AVAILABLE APPROVED PLANS Y H N • SOIL REPORT Y BND n SPECS: Y H N • APPROVED SHOP DRAWING Y B N • MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): 4000PSI concrete mbt »865P, dellverd by Superior Ready Mix CONTRACTORS EQUIPMENT/MANPOWER USED: Boom-pump, mechanksal vibrator AREA, GRID LINES, PIECES INSPECTED: A to M and 1 to 12 lines inclusive, foundation footings page S2.1 of plans STRUCTURAL NOTES, DETAiL OR RFIS USED: general notes/ concrete submittals REIMARKS, INCLUDING MEETINGS; observed placement of 218.5 yards of concrete at above locations/ concrete placed vMth boom-pump, consolidated by mechank:al vibration/ two sets of five each samples made at 47.5 and 400.5 yards/ amt>iant temp. mid 60's. concrete temp.mkl 7Cfs, slump 4* -t-M all trucks unloaded in a timely manner/ checked in with City of Carisbad aftar placement for this Job// REWORK AS PERCENT OF ALL WORK TODAY: THE WORK WAS la WAS NOT • Inspected in accordance with the requirements ofthe DSA/OSPHD Project approved documents. MATERIAL SAMPLING WASH WAS NOT • N/A • Performed In accordance with DSA/OSPHD Project approved documents. CO Project Architect Contractor Structural Engineer Buikling Department DSA Regional Office Owner School District PERCENT PROJECT COMPLETE: THE WORK INSPECTED MET la DIO NOT MEET • The requirements ofthe DSA/OSPHD Project approved documents. Samples taken: 10 concrete Weather cloudy Temp: mkl 60s Signature of Special Inspector Mike Kingery Pfiw Nanfife Certification #:SD1001/ICC 5258871 Verified by "-CALIFORNIA — OOMMERCiA^ DriiVER '-jCt-NoE CLASS". H'. - ;|.|DOr'S:N MICHftEL DEAN KINGERY SEX:M HfllRrBRN EYES:HZL HT:6-04 WT: 180 3' 'i RSTR: CORR LENS 91/12/2010 672 08 FD/15 :; n J. Tl -t » —. s' l» o o 3 3 o < re ro n > n b CO n X > m cn m < > n n o 3 n o -I Q. CfQ re o 3" 3 3 fil O o o :2 o O 0) S ^ , S 5 I i£ o o -g . -a Q. <5 0) p ^ o S o OJ O O O MEMO A ... •• * # BURKETT&WONG ENGIN E ERS Structural & Civil Engineers & Surveyors 3434 Fourth Ave. San Diego, CA 92103-4941 Phone (619) 299-5550 • Fax (619) 299-9934 DATE: April 27, 2012 TO: Houston Arnold BY: Charlie Colvin PROJECT: Marbrisa Villa 68 WITH: Grand Pacific Resorts Job Number: 11132A.2.00 SUBJECT: Anchor Bolt Embed This memo is to confirm that washers are not required at the ends ofthe hold-down anchors embedded in the concrete. Double nuts are all that is required. The concrete can also be poured in multiple lifts, as desired for constructability. U Charlie Colvin SE 5544 ww.mtglinc.com MTGL Project t_ Corporats: 2992 E. La Palma Ave. Ste. A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Dlsgo/lmperia! County 6295 Ferris Square, Suite C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empirs: 14467 IVIeridian 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 # i:^-:. ..-'^y V Report #_ DAILY INSPECTiON REPORT DSA/CIP/RlBift. PG. OF. OSA/OSHPO APPL*. DSA/LEA #: Special Inspection Reports must be distributed to the parties listed below within 14 days ofthe inspection. Reports of non-compliant conditions m'ust 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 IWME .'•l ••• •i^Cv-.i DATE ^ "1-1 ^ ARCHITECT ; /f"T • ; niME ARRIVED J TIME DEPARTED EMGINEERK y iTM , .r. / , 4' VK.; -ij t- r- r TRAVELTIME •;'<ri^i •,::" ^ f LUNCHTIME f • CONTHACTOR SUB CONTRACTOR f t" i ;" •:<. lc i£ INSPECTION AOORESS ADDRESS OF PROJECT I' •r a > -'^ -I'.St- 1 r rr L f \ w'i, . i' /-s P TYPEOFIMSPECnOM • ENGINEERED FILL 0 FOUNDATION • BACK RLL • BATCH PLANT • PT CONCRETE • SHOTCRETE • CONCRETE • MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD • FIREPROOFING CEILING WIRE n AwnHnR/DowEL n n MDF FIELD • n MDF SHOP n DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PLANS YQ SOIL REPORT YQ N^ ND SPECS: YD N^ APPROVED SHOP DRAWING YO ND IMATEHIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR IMATERIAL TEST REPORTS): """" i !•- / t. /If" i 7 - >l,wN ''J 1 f. •'NTRACTORS EQUIPMENT/ MANPOWER USED: AREA, SRID UNES, PIECES INSPECTED: >• 'I. y/ .A tf' .1*'"' i'^^: 1 V STHUgaiflAlr>l8TESi-aETAII.i OR RlilS USED: / ••t'?/jt.'.^,.fi , • J> ,^ f REMARKS, INCLUDINamnnNSS: • REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORX WASH" WAS NOT• Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. IVIATERIAL SAMPLING WASD WAS NOT • N/AS >rmed in accordance with DSA/OSHPD/PROJECT approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORX INSPECTED IWET|3 DIDNOTMEETG The requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: Weather: ^ Temo: - • Signature of Special Inspector Print Name Certification #: \/arifiaH k,,. f ; 1,1.-\ :> i . -I., i-l c. /-.-I / j MEMO # BURKETT&WONG ENGINEERS Structural & Civil Engineers & Surveyors 3434 Fourth Ave. San Diego, CA 92103-4941 Phone (619) 299-5550 • Fax (619) 299-9934 DATE: April 30, 2012 TO: Houston Arnold BY: Charlie Colvin PROJECT: Marbrisa Villa 68 WITH: Grand Pacific Resorts Job Number: 11132A.2.00 SUBJECT: Anchor Bolt Embed This memo is to confirm that washers are not required at the ends ofthe hold-down anchors embedded in the concrete. Double nuts are all that is required. The anchorbolt embedment does not change based on monolithic or two step pour. 7 Charlie Colvin SE 5544 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: 4/25/2012 CITY OF C/>LRLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIHC CARLSBAD, L P. Set No.: 12-0261 File No.: Permit No.: Project No.: Project Name: CB-120070 19I6C09 MARBRISA RESORT - VILLA 68 - CARLSBAD 5500 GRAND PACIFIC DRIVE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 4/25/2012 4X8 12.57 53,270 4,240 Cone 28 5/16/2012 4X8 12.57 28 5/16/2012 4X8 12.57 28 5/16/2012 4X8 12.57 Specified Strength: 4,500 PSI Sampled By: BRYAN DUMAS Location: VILLA 68 - ELEVATOR PIT ASTMC172 Date Sampled: 4/18/2012 Date Received: 4/20/2012 Concrete Supplier: SUPERIOR READY MIX Mix No.: 37P-45 Ticket No.: 98025 Water added at Site: 5.00 gal. By CONTRACTOR Cement Type: Mix Time: 30 Concrete Temp: 71 Ambient Temp: 70 °F ASTM C1064 °F ASTM C1064 Slump: 450 in. ASTM C143 Tested at: San Diego Remarks: Distribution: GRAND PACinC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. 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 7313 Carroll Rd. Ste. G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Dispatch: 888.844.5060 Inland Empire: 14467 IVIeridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 MTGL Project # /'^/S c3 fzoo -Jd Permit # Report* DAILY INSPECTION REPORT DSA/CITY File#: DF DSA/OSHPD APPL DSA/LEA#: Special Inspection Reports must be distributed to ttie 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. PROJECT NAIVIE DATE ^'7 2-171 ARCHITECT TIIVIE ARRIVED, 9/^ TIME DEPARTED ENGINEER TRAVEL TIME LUWCH CONTRACTOR SUBCONTRACTOR INSPECTION ADDRESS TYPE OF INSPECTION i ENGIMEERED FILL i FOUNDATION r\ BACK FILL • BATCH PLANT • PT CONCRETE L]^HOTCRETE )<CONCRETE • IVIASONRY r HiGH STRENGTH BOLTING • WELDING n SHOP WELD • FIREPROOFING • ANCHOR/DOWEL U NDE FIELD L! NDE SHOP CEILING WIRE OSA/OSHPD/PROJECT AVAILABLE; SOIL REPORT Y; . N APPROVED DOCUMENTS: APPROVED PLANS N .1 SPECS: Y:: NT; APPROVED SHOP DRAWING Y :\ N .i MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH RBPORT NO OR MATERIAL TEST/«9P0RTS): ^ . / t _//- v CONTRACrrORS EOUIPMENT / MANTOWEB USED: ^ . . / RS EOUIPMENT / MANP0\OT£ USCD: ' . / ~ ~j ~j y \ ^ AREA, GRID LINES. PIECES INSPECTED: , * / ~, '7, 7 .—r- , 7 ^ 7^ H TT' / 7^ KMm^ INCLUDINO MEETINGS: , I . V^ . ^ /? •• _/ A •~ e qftfmH ^-^^ /^^- / ., / ^ Ukijs / V/Ajtt^^ /in sk Pf4t7£ V- ^ "S/oA4l> Ccn/^. REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WAS^ WAS NOT 1^ Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. IVIATERIAL SAMPLING WAS^ 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 IVIET^ DID NOT MEET THE requirements of the DSA/OSHPD/PROJECT apprpved documents. Samples taken: QN Weather:„ Temp:_ 7Ai Signature of Special Inspector Print Name . Certification; 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: 5/16/2012 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIRC CARLSBAD, L P. Set No.: 12-0261 File No.: Permit No.: Project No.: Project Name: CB-120070 1916C09 MARBRISA RESORT - VILLA 68 - CARLSBAD 5500 GRAND PACIFIC DRIVE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 4/25/2012 4X8 12.57 53,270 4,240 Cone 28 5/16/2012 4X8 12.57 71,930 5,720 Cone & Split 28 5/16/2012 4X8 12.57 69,460 5,530 Shear 28 5/16/2012 4X8 12.57 72,780 5,790 Cone & Shear Specified Strength: 4,500 PSI Sampled By: BRYAN DUMAS Location: VILLA 68 - ELEVATOR PIT ASTMC172 Date Sampled: 4/18/2012 Date Received: 4/20/2012 Concrete Supplier: SUPERIOR READY MIX Mix No.: 37P-45 Ticket No.: 98025 Water added at Site: 5.00 gaL By CONTRACTOR Cement Type: Mix Time: 30 Concrete Temp: 71 Ambient Temp: 70 "F ASTM C1064 °F ASTM C1064 Slump: 4.50 in. ASTM C143 Tested at: San Diego Remarks: Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. 5680 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: 5/15/2012 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L P. Set No.: 12-0320 File No.: Permit No.: Project No.: Project Name: CB-120070 1916C09 MARBRISA RESORT - VILLA 68 - CARLSBAD 5500 GRAND PACIFIC DRIVE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 5/14/2012 4X8 12.57 49,780 3,960 Cone 7 5/14/2012 4X8 12.57 49,990 3,980 Cone 28 6/4/2012 4X8 12.57 28 6/4/2012 4X8 12.57 28 6/4/2012 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: DAN WEBB Location: SLAB ON GRADE - VILLA 68 ASTMC172 Date Sampled: 5/7/2012 Date Received: 5/8/2012 Concrete Supplier: SUPERIOR READY MIX Mix No.: 837P Ticket No.: 98603 Water added at Site: gal. By Cement Type: II/V Mix Time: 85 Concrete Temp: 72 Ambient Temp: 68 "F ASTM C1064 "F ASTM C1064 Slump: 6.00 in. ASTM C143 Tested at: San Diego Remarks: SOUTH SIDE Distribution: GRAND PACIFIC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. Construction inspections Subsidiary of BSL Testing, Inspection & Engineering REGISTERED INSPECTORS' DAILY REPORT 2525 South Port Way, Suite E National City, CA 91950 Phona: (619)843-1119 Fax: (619) 474-2234 TYPEOF MSPECnON REOUmEO • Reinforced Concrete a Post Tensioned Conciete • Retnfoiced Mssonry a Structual Steel Assembly • Fire Proofing • Asphalt • OyeKty Control Utff:* i-C^fA-7 77-J-.) Job Address City Type o( Structuie Material Description (type. gmde. soun:e) Permit No. Plan Hie Arctiitect Contractoi lnspectoi(s)Nam« If^f Subcontractor 7f7 7^r /f/^'f-^/ /yJ^.^j(^ TESTS PERFORMED TYPEOFSAMPUS OUAinnYINSET ADOmOMAL REMARKS OH SAMPLES INSPECTION SUMMARY — LOCATIONS OP WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED. JOB PR06UMS. PROGRESS. REMARKS. ETC. MaUOES INfORMATKM ABOUT - AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED, NUMBER, TYPE & IDENT, NO'S OF TEST SAMPLES TAKEN: STRUCT. CONNECTIONS (WEID MADE H.T, BOLTS TORQUED) CHECKED, ETC. —"C-.r A"7^".-a- .^7/-/-i CERTIf ICATION Of COMPLIANCE I HEREBY CERTIFY THAT I HAVE OBSEflVED TO THE BEST OF MY KWWW.EOGE AU OF THE ABOVE REPORTED WORK UW.ESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WnH THE APTOOVED PIANS. SPECIFICATIONS. ANO APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS COKTMUEO ON NEXT PAGE • PAGE OF SIGNATURE & REGISTERED INSPECTOR DATE CERT NO ' CITY/SAN OIEGO # TIMEM TIMEOUT REG HOURS O.T HOURS CYLINDERS 9 M inspecMns Dased on i nMwiwn ol 4 hows aM over 4 timrs - 8 hour nwHnnifli stnwiip innmuni lor iob cancetttions Asonniill K lo iddiPoa. ? Door Projea Siiperinnidcin DaUy Fidd Rqport Supplemental AUiJU^unent I UT'1, UHmsonto BaunbmHon Rspon Paae of Report No: PCMaric/a -/^ TwtMBftod Standani: 7fULf/?/,7 flaqaawyr 7^.,;2^Af7/'' PC. Mar* Otf \ • Oscfeals — ImSoBBon Remarks PC. Mar* Otf \ A B c D — • X y Remarks 7o'/\ To' >< 7^^ F/f -S~ O.U/ (3 K X • • / /A'it- • • -- • - • - • 1 - - www.mtglinc.com MTGL Project #: Corporate: 2992 E. La Palma Ave. Ste. Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 Permit# 06) PG_ X DF 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 DAILY INSPECTION REPORT Inland Empire: 14467 Meridian Pkwy., Bldg. 2-A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Dispatch: 800.491.2990 DSA/CITY File i. DSA/OSHPD APPL; DSA/LEA #: Report #_ 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. PROJECT NAME A / , . /rz/i/tf^m/^ /(9<>o/Lf - N/11/^ /o9, DATE 1— . ARCHITECT , • - • /i)7)(^/£ Ofs7/)r£rt TIME ARRIVED ' ' TIME DEPARTED TRAVEL TIME ' " LUNCH TIME f ' ' CONTRACTOR _ Q,RZ SUBCONTRACTOR ' / « , NIKE /^/7Tn6 u7<^4J7< INSPECTION ADDRESS /\ - . ADDRESS OF PROJECT TYPE OF INSPECTION • BATCH PLA1\IT rj ENGINEERED FILL GPT CONCRETE [1 FOUNDATION • SHOTCRETE • BACK FILL 11 CONCRETE • MASONRY • FIREPROOFING U CEILING WIRE • HiGH STRENGTH BOLTING • ANCHOR/DOWEL Li >^ WELDING • NDE FIELD • •f SHOP WELD • NDE SHOP LJ DSA/OSHPD/PROJECT: AVAILABLE: APPROVED DOCUMENTS: APPROVED PLANS ¥• N t. SOIL REPORT YD NG SPECS: YQ ND APPROVED SHOP DRAWING Y • N • MATERWLS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): /• ^ I j /•/<;<? -n; A'6d7) r.^ /\ PL d Auz-.^J. J 7l/4A,^/i^/ -dri/r. n/f^ Mn £77^/^ S/^/U^ 4 /f~//T'^ /=n/^J CONTRACTORS^EQUIPMENT/MANPOWER USED: . / / OM UlfJrTkeC 4lV.*? ^/>/ 3 714 1^ CK£U] /f^i Lf'r AREA GRIDLINES. PIECES INSPECTED: ' , •.- / , ' Fti-'U/) . 7^/2./l?,r.tiCf^ d •-77)/AX'/^ f^((j^.f c^nr/ ^ r^/lr/' F/ <^SA//^W d^v Grid G ^/)j.t'<^ STRUCTURAL NOTES, DETAIL, OR RFIS USED:/- /^.^ , , i ~y /\, _ 7^ , //T//- T>^cr - 9 ^ /67o^ ^ /^toTt-'s Si.i^ PL/ S^ Z . KFl ^nl 4 ys^P- ?!['HliMSNCLUdl^G MEETINGS: 1 f ' I ^ A ' f /)/^ 9 / 0 1 i 1 P^\/ie:ff^ \/i^(j/U- /A«y?5^/^rr/w Only^ pr.-^ -piiJ^ uJ^4 'TLcji^n. 7^ /^/Sfj S/>rt/j /JfiJj^f fuli 0F/J /V ^^/y ivj/ Gt^f^l/.T. -7>/^., fmt -rt^T TZzJk^Jr^^ iJtl^l^ (J{/^i4 (l^f^\^t/. Ul FI4JJ '4 did /'/f^S HT ^^.cr^J (/7T, ^ Sff. 9ftf=£ 2--rtt\<. e?fl2v4^ 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 NOT • N/A'sf Performed in accordance with OSA/OSHPD/PROJECTapproved documents. THE WORK INSPECTED METjK, DIO NOT MEET C THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: ather: CTiiX}^ Temp:_ cc Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner ignature of Special Inspector Print Name Certification # Verified by: Corporate San Diego/Imperial Cour Inland Empire jJ^H^ 2992 E. La Palma Ave. Ste. A 7313 Carroll Rd. Ste. G 14467 Meridian Pkwy., Bldg. 2-A jJBi|||k Anaheim, CA 92806 San Diego, CA 92121 Riverside, CA 92518 Mm I11 k Tel: 714.632.2999 Tel: 858.537.3999 Tel: 951.653.4999 .^liilLQW Fax: 714.632.2974 Fax: 858.537.3990 Fax: 951.653.4666 ililiiiilimillllM Dispatch: 800.491.2990 Dispatch: 888.844.5060 Dispatch: 800.491.2990 DAILY INSPECTION REPORT CONTINUED REPORT NO: PAGE ^ OF ^ ADDRESS OF PROJECT t /) . /7/> j^<7Y^ Ga4nd fy^mc MTGL PRJ¥0: _ PERMIT NO. _ • _ DSA7t:iTYFILE# . -DSA/OSHPD APPL# Sm/cT SIL. /c^iJdih^ 7/[/s/>^ 77^e fug. Pe/^ u^iH 6^^% ^f/^ Spiict %2l(D^y^" 7i97? h/^, />/gr^/^/^V (i)7^<> 0^cpu//Ze<:/ bU (^fl/tnf^ 16-A) of S///^^ i^7hf> /^fi?/^i^&^[ ^_A.....^JXc>^ 5 15" /12. 61:? ^—^ V Signature Date ot Report Certificatii I Drlnt M^mJ ion Number Request For Information 1439 N. Magnolia Ave. Suite A & B El Cajon, CA 92020 Project Name: Villa 68 Attn: Houston Business: 6.P.R. Phone: Fax: Phone: (619)440-8804 Fax (619)440-3687 iolsonPmiicesmetalworks.net Date: RFI Number: 01 Regarding: Sent Via: email Please Respond By: A.S.A.P Rquested Infonnation: Please approve column splice detail, see attached Reply: Column splice is acceptable as drawn. C.Colvin 5/14/2012 TtiankYou, REMOVE BASEPLATE AND REWELD AS SHOWN PL^4X 12x1-0 (BASE PLATE) COLUMN SPLICE DETAIL MIKE METAL WORKS, INC. 1439 N. nAQULIA AVE. STE AU PH: (619 ) 440.8804 EL CAJON CA. 92020 FAX: (619) 440.3687 NMORISA RESORT VILLA 68 «' AC 9CTII.: SKI MIKE METAL WORKS, INC. 1439 N. nAQULIA AVE. STE AU PH: (619 ) 440.8804 EL CAJON CA. 92020 FAX: (619) 440.3687 CARUBAD, CA. 05-14-12 9CTII.: SKI MIKE METAL WORKS, INC. 1439 N. nAQULIA AVE. STE AU PH: (619 ) 440.8804 EL CAJON CA. 92020 FAX: (619) 440.3687 GRAM) PACinC RESORTS OBKl: Hi.: 3427C MIKE METAL WORKS, INC. 1439 N. nAQULIA AVE. STE AU PH: (619 ) 440.8804 EL CAJON CA. 92020 FAX: (619) 440.3687 MUt: Hi.: 3427C 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 # 77f^ 77710010 Report #_ PG. JLDFIZC 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 TIME ARRLVED MH- TJME DEPARTED ENGINEER CONTRACTOR INSPECTION ADDRESS SUB CONTRACTOR .ESS OF PROJEC TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL • BATCH PLANT • PTCONCRETE [J SHOTCRETE • CONCRETE MASONRY • HIGH STRENGTH BOLTING K WELDING • SHOP WELD L FIREPROOFING ANCHOR/DOWEL • NDE FIELD ] NDESHOP • CEILING WIRE • DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PLANS N • SOIL REPORT YH Nt SPECS: YQ NG APPROVED SHOP DRAWING Nf MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO, OR MATERIALIEST REPORTS): , j j CONTRACTORS EOUIPMENT/MANPOWER USED: 1 v i / Cf/f (ikhkl A(^7f> p i i, T^H'^ (1^ /^yi^^ AREA, GRID LINES, PIECK INSPECTED:' ', / ~, ~. ~P\ _ * / 7 f/>P^jz^,c^ ^ nt 'U^ d 7?cn4i4 (<d £7.e[//T^T072_ p r pB^'^^r^^ OA/ SLA^ STRUCLURAL NOTESJETAJL, OR RFIS USH):^ T \ -r> / _ _ Ifl/ 7' ~i ^ ^^'^ z7.n4 f%H PL ^^-^ / ^7li/<T- sh- ^<^S 5/./7^f/^oL REMARKS. INCLUDING MEETINGS . - , ' n — -// .//• ^ , n i ( ( ^Shcf cJf^y Cal. 2ffi^/\r (jT'l 7y)//c£:^ /)^/ /^/^n/ ^ iJ^iHin^ Q^/?^fiyf (.Ji'iSr 4 /^f^ \/fbna-I(i^ 7)^tpt/^ REWORK AS PERCENT OF ALL' -9- PERCENT PROJECT COMPLETE: THE WORK WAS1</"WAS NOT Ll Inspected in accordance with the requirements ofthe DSA/OSHPD/PROJECT approved documents. IVIATERIAL SAMPLING WAS' ' WAS NOTN/Ah 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 DID NOT MEETJ THE requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: Weather: CrrfA^ Temp: V "yjiyiidiuic ut o Signature of Special Inspector Print Name Certification #: Verified by:. 52> ^ K20 i<0 Corporate 2992 E. La Palma Ave. Ste. Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Dispatch: 800.491.2990 San Diego/Imperial Couri 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 DAILY INSPECTION REPORT CONTINUED REPORT NO: PkGE^J^ oOZl MTGL ADDRESS OFPR,OJECT DSA/CITY FILE # h^j^id fi^cj/^/o /nAiZLb/>,f^} DSA/OSHPD APPL iltd /h Shn/)^ /^/}cd /€g-/r//g/7<^/ (JOBS'//-^ MK^ of 7y}/^Tf,^)/^L c/f) 4(j5Dld Cn(?<f . /^ Cgpif of Ifl'^TM fr^ Cni. r.y/^ Signature Date OT Report Certification l\lumber Print Name 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: 5/18/2012 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACMC CARLSBAD, L P. Set No.: 12-0319 File No.: Permit No.: Project No.: Project Name: CB-120070 1916C09 MARBRISA RESORT - VILLA 68 - CARLSBAD 5500 GRAND PACIFIC DRIVE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 5/14/2012 4X8 12.57 47,010 3,740 Cone 7 5/14/2012 4X8 12.57 48,830 3,890 Cone 28 6/4/2012 4X8 12.57 28 6/4/2012 4X8 12.57 28 6/4/2012 48 X 1,809.56 Specified Strength: 4,000 PSI Sampled By: DAN WEBB Location: SLAB ON GRADE - VILLA 68 Concrete Suppher: SUPERIOR READY MIX Mix No.: 837P Ticket No.: 216622 Water added at Site: gal. By Cement Type: II/V Mix Time: 40 ASTM €172 Date Sampled: 5/7/2012 Date Received: 5/8/2012 Concrete Temp: 70 Ambient Temp: 55 "F ASTM C1064 "F ASTM C1064 Slump: 5.00 in. ASTM C143 Tested at: San Diego Remarks: SOUTH WEST CORNER Distribution: GRAND PACIFIC CARLSBAD, L.P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. ^9 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 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 MTGL Project # Permit # Report*^ PG_/_ DF. t 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 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 /va^t (pA/u/^e/P TIME ARRIVED TIME DEPARTED ENGINEER LUNCHTIME 1 ; 1^. 7 CONTRACTOR SUB CONTRACTOR INSPECTION ADDRESS S ^ A ^ . ADDRESS OFPROJECT ITION n BATCH PLANT / ! ] IVIASONRY TYPE OF INSPECTION n ENGINEERED FILL f j FOUNDATION LJ BACKFILL BATCH PLANT • PT CONCRETE Li SHOTCRETE n CONCRETE ! ] IVIASONRY I J HIGH STRENGTH BOLTING >i;^WELDING T.] SHOP WELD [J FIREPROOFING n ANCHOR/DOWEL • NOE FIELD • NDE SHOP • CEILING WIRE DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PLANS N \. SOIL REPORT Y^ N[ SPECS: YCi nv:\ APPROVED SHOP DRAWING ^ N: MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO, OR MATERIAIJEST REPORTS): . ^ COI^TR^CTORS EQUIPMENT/taPOWER USED: 1 ~ ~ 11 nrtu I uno cuuiriviciu 1 1 ivmiMruvvcn uocu. ' v * ^ I / / C^^T. iA.)u<dti/^ /\iAjfi(7^d / FC/HJ^ 5/yi/kuJ A, GRID LINES, PIECES INSjifCTED: / \REA,GRli5 LINES PIECES INS^CTED: / , _ . TTTJj 77^ A JT/ V ST/ CV /~ S\ / STRUCTURAL NOTES "RUcfuRAL NOTES, DETAILOR RFIS USED: / _ / 1 ~ Z, ~, T" mAmS. INCLUDING MEETINGS: ' . / ' m77m7^INCLUDING MEETINGS: ' 7 ' ( - O REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WASr WAS NOT i : inspected in accaraahce with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS l WAS NOT L: N/A^ Performed in accordance with DSA/OSHPD/PROJE^approved documenls. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Oftice Owner School District THE WORK INSPECTEO IVIElV DID NOT MEETi THE requirements of the DSA/OSffPD/PROJECT approved documents. Samples taken: ^ Weather: ^jJCfJ^^ Temp: "JS^ ignature of Speciai Inspector Certification) Print Name Verified by:- JZt^^^/L/ 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: 5/29/2012 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L P. Set No.: 12-0298 File No.: Permit No.: Project No.: Project Name: CB-120070 1916C09 MARBRISA RESORT - VILLA 68 - CARLSBAD 5500 GRAND PACIFIC DRIVE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 5/7/2012 4X8 12.57 58,640 4,670 Cone & Split 28 5/28/2012 4X8 12.57 79,820 6,350 Cone & Split 28 5/28/2012 4X8 12.57 80,360 6,390 Cone & Shear 28 5/28/2012 4X8 12.57 79,110 6,300 Cone & Split 28 H 5/28/2012 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: MIKE KINGERY Location: FOOTING - GRID LINE K / 5 ASTMC172 Date Sampled: 4/30/2012 Date Received: 5/2/2012 Concrete Supplier: SUPERIOR READY MIX Mix No.: 365P Ticket No.: 216137 Water added at Site: gal. By Cement Type: Mix Time: 50 Concrete Temp: 74 Ambient Temp: 65 °F ASTM C1064 °F ASTM C1064 Slump: 4.00 in. ASTM C143 Tested at: San Diego Remarks: Distribution: GRAND PACIRC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. 6350 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: 5/29/2012 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACMC CARLSBAD, L P. Set No.: 12-0297 File No.: Perniit No.: Project No.: Project Name: CB-120070 1916C09 MARBRISA RESORT - VILLA 68 - CARLSBAD 5500 GRAND PACIFIC DRIVE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 5/7/2012 4X8 12.57 51,810 4,120 Cone & Split 28 5/28/2012 4X8 12.57 77,250 6,150 Cone & Split 28 5/28/2012 4X8 12.57 77,890 6,200 Cone & Split 28 5/28/2012 4X8 12.57 73,980 5,890 Shear 28 H 5/28/2012 4X8 12.57 Specified Strength: 4,000 PSI Sampled By: MIKE KINGERY Location: FOOTING - GRID LINE F / 8 ASTMC172 Date Sampled: 4/30/2012 Date Received: 5/2/2012 Concrete SuppUer: SUPERIOR READY MIX Mix No.: 865P Ticket No.: 983337 Water added at Site: gal. By Cement Type: Mix Time: 45 Concrete Temp: 75 Ambient Temp: 65 °F ASTM C1064 °F ASTM C1064 Slump: 4 25 in. ASTM C143 Tested at: San Diego Remarks: Distribution: GRAND PACIRC CARLSBAD, L P. CITY OF CARLSBAD-BLDG INSPECTION DEPT. **LAB COPY** Respectfully Submitted, MTGL, Inc. Sam Valdez, R.C.E. 6080 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: 6/4/2012 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client: GRAND PACIFIC CARLSBAD, L P. Set No.: 12-0320 File No.: Permit No.: Project No.: Project Name: CB-120070 1916C09 MARBRISA RESORT - VILLA 68 - CARLSBAD 5500 GRAND PACIFIC DRIVE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 5/14/2012 4X8 12.57 49,780 3,960 Cone 7 5/14/2012 4X8 12.57 49,990 3,980 Cone 28 6/4/2012 4X8 12.57 75,940 6,040 Cone 28 6/4/2012 4X8 12.57 76,390 6,080 Cone 28 6/4/2012 4X8 12.57 76,380 6,080 Cone Specified Strength: 4,000 PSI Sampled By: DAN WEBB Location: SLAB ON GRADE - VILLA 68 ASTMC172 Date Sampled: 5/7/2012 Date Received: 5/8/2012 Concrete SuppUer: SUPERIOR READY MIX Mix No.: 837P Ticket No.: 98603 Water added at Site: gal. By Cement Type: II/V Mix Time: 85 Remarks: SOUTH SIDE Concrete Temp: 72 Ambient Temp: 68 °F ASTM C1064 "F ASTM C1064 Slump: 6.00 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. 6070 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: 6/4/2012 CITY OF CARLSBAD-BLDG INSPECTION DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 CUent: GRAND PACIHC CARLSBAD, L P. Set No.: 12-0319 File No.: Permit No.: Project No.: Project Name: CB-120070 1916C09 MARBRISA RESORT - VILLA 68 - CARLSBAD 5500 GRAND PACIFIC DRIVE CARLSBAD, CA Age Date Nominal Actual Area Load Strength Type of (Days) Tested Size (Sq. Inch) (lbs.) (psi) Fracture 7 5/14/2012 4X8 12.57 47,010 3,740 Cone 7 5/14/2012 4X8 12.57 48,830 3,890 Cone 28 6/4/2012 4X8 12.57 66,550 5,300 Cone 28 6/4/2012 4X8 12.57 66,670 5,310 Cone 28 6/4/2012 4X8 12.57 66,030 5,250 Cone Specified Strength: 4,000 PSI Sampled By: DAN WEBB Location: SLAB ON GRADE - VILLA 68 ASTMC172 Date Sampled: 5/7/2012 Date Received: 5/8/2012 Concrete Supplier: S UPERIOR READY MIX Mix No.: 837P Ticket No.: 216622 Water added at Site: gal. By Cement Type: II/V Mix Time: 40 Remarks: SOUTH WEST CORNER Concrete Temp: 70 Ambient Temp: 55 °F ASTMC1064 °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. 5290 PSI 28-day compression test complies with the specified strength. C3Ek 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 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 Goif Center Pkwy., Ste.1 Indio, CA 92201 Tel: 760.342.4677 Fax:760.342.4525 Dispatch: 800.491.2990 MTGL PROJECT#: 1916C09 Permit # CB-120070 DAILY INSPECTION REPORT Report #. . Page 1 of 1 DS/VCITY 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 NAIVIE: Marbrisa Resort Date:*-4-12 ARCHITECT Nogel Onufer TIME ARRIVED 1000 TIME DEPARTED 1200 ENGINEER Burkett & Wong TRAVEL TIME 2.0 LUNCH TIME n/a CONTRACTOR Grant Pacific SUB CONTFIACTOR four corners concrete INSPECTION ADDRESS 5500 Grand Pacific ADDRESS OF PROJECT same TYPE OF INSPECTION • ENGINEERED FILL • FOUNDATION • BACK FILL • BATCH PLANT • PT CONCRETE • SHOTCRETE E CONCRETE DSA/OSHPD PROJECT APPROVED DOCUMENTS • MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD AVAILABLE APPROVED PLANS VEND • FIREPROOFING • ANCHOR/DOWEL • NDE FIELD • NDE SHOP SOIL REPORT Y S N • SPECS: Y S N • APPROVED SHOP DRAWING Y S N • MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): Simpson set xp epoxy CONTFIACTORS EQUIPMENT/MANPOWER USED: impact drill with 1 1/8" bit/ air compressor/ nylon brush AREA, GRID LINES, PIECES INSPECTED: 8 &11/ L & 11/ F between 5 & 10/H between 5 & 10/ E & 10/ and I & 10 lines/ at villa 68 STRUCTURAL NOTES, DETAIL OR RFIS USED: ESR report 2508/engineers instructions for 1" all thread dowels dated 5-29-2012/ general notes REMARKS, INCLUDING MEETINGS: observed preperation and placement of 1" allthread dowels into exsisting concrete at locations above six dowels total placed/ holes drilled with 1 1/8 bit nine inches minimum into grade beam, holes cleaned with nylo brush and compressed air/ all expiration dates on epoxy valid/ REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COIVIPLETE: THE WORK WAS El WAS NOT • Inspected in accordance with the requirements ofthe DS/VOSPHD Project approved documents. MATERIAL SAMPLING WAS • WAS NOT • N/A El Performed in accordance with DSA/OSPHD Project approved documents. cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET El DID NOT MEET • The requirements of the DSA/OSPHD Project approved documents. Samples taken: 0 Weather: cloudy Temp: mid 60's Sigt^atlye of Special Inspector Mike Kingery Knnt Name Certification #:SD10gj^C 5256871 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 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!: \<=\tL.Cl^^ Permit# r-fiiOfl<070 Report* PG I OF L 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 speciai inspection, on a daily basis. Each report shall be completed and signed by the special inspector conducting the inspection. PROJECT NAME DATE <f^-3D-l7 ARCHITECT TIME ARRIVED T^V TIME DEPARTED 7L?G ENGINEER TRAVELTIME LUNCH TIMl N7A CONTRACTOR n^t^D f^iFiC RESORT INSPECTION ADDRESS ^r>o ^if^i4n f^-piCL ZDRWIB SUB CONTRACTOR CARLSBA ADDRESS OF PROJECT TYPE OF INSPECTION n ENGINEERED FILL • FOUNDATION • BACKFILL • BATCH PLANT • PT CONCRETE • SHOTCRETE • CONCRETE n MASONRY • HIGH STRENGTH BOLTING • WELDING • SHOP WELD • FIREPROOFING XANCHOR/DOWEL LrNDE FIELD n NDESHOP • CEILING WIRE • n • DSA/OSHPD/PROJECT: APPROVED DOCUMENTS: AVAILABLE: APPROVED PLANS YC Nf SOIL REPORT YL] NTi SPECS: YO NO APPROVED SHOP DRAWING YLJ NL' MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO, OR MATERIAL TEST REPORTS): CONTRACTORS EQUIPMENT / MANPOWER USED; AREA, GRID LINES. PIECES INSPECTED: STRUCTURAL NOTES, DETAIL, OR RFIS USED: REMARKS. INCLUDING MEETINGS: lilts'fiex:-riOAj ujy4 ^ <pM,</e^/L r p^y^ REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETE: THE WORK WASD WAS NOT • Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WASH WAS NOT• 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 METH DID NOT MEET• The requirements of the DSA/OSHPD/PROJECT approved documents. Samples taken: Weather: 'eather: Temp: Signature of Special Inspector Certification #: Verified by: Print Name om^-^f/ EsGil Corporation Jn PartnersHip witH Qovemment for BuiCcCing Safety DATE: MARCH 23, 2012 •ARELICANT I^JURIS. 2) JURISDICTION: CARLSBAD • PLAN REVIEWER • FILE PLAN CHECK NO.: 12-0070 SET: II PROJECTADDRESS: 5411 COLUMBUS CIRCLE PROJECT NAME: TIME SHARE VILLAS # 68 (A 3-STORY BUILDING) I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ^ The plans transmitted herewith will substantially comply with the jurisdiction's building 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 fonward to the applicant contact person. I I The applicant's copy of the check list has been sent to: CATHY SMITH 2398 SAN DIEGO AVE., SAN DIEGO. CA 92110 EsGil Corporation staff did not advise the applicant that the plan check has been completed. I 1 EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: CATHY Telephone #; 619-297-8066X15 Date contacted: (by: ) Email: cathvks@noaainc.com Fax #: Mail Telephone Fax In Person ^ REMARKS: Mechanical sheets M2.1 & M2.2 to be slipsheeted into remaining plan sets @ City. The (Civil) site sewer connection to the building was not part of this plan review, information not provided. By: Ali Sadre Enclosures: EsGil Corporation • GA • EJ • PC 3/16 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 EsGil Corporation In (PartnersHip witH government for (BuiCtfing Safety DATE: JAN. 25, 2012 ajgEUCANT COJURISZT^ JURISDICTION: CARLSBAD • PLANREVIEWER • FILE PLANCHECKNO.: 12-0070 SETI PROJECTADDRESS: 5411 COLUMBUS CIRCLE PROJECT NAME: TIME SHARE VILLAS # 68 (A 3-STORY BUILDING) I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I 1 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. xl 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: CATHY SMITH 2398 SAN DIEGO AVE., SAN DIEGO, CA 92110 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: CATHY Telephone #: 619-297-8066X15 Date contacted:/-Zi»-12.(by: Q/Z.) Email: cathvks(S)noaainc.com Fax #: ^ Mall ^ Telephone Fax In Person • REMARKS: By: ALI SADRE Enclosures: EsGil Corporation K GA IE! EJ • PC 1/18 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD 12-0070 JAN. 25, 2012 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLANCHECKNO.: 12-0070 PREPARED BY: ALI SADRE DATE: JAN. 25, 2012 BUILDING ADDRESS: 5411 COLUMBUS CIRCLE BUILDING OCCUPANCY: R2 TYPE OF CONSTRUCTION: V-B BUILDING PORTION AREA (Sq.Ft,) Valuation Multiplier Reg. Mod. VALUE ($) LIVING/ 13432 DECK/Storage 6227 Air Conditioning Fire Sprinklers TOTAL VALUE 1,422,914 Jurisdiction Code cb By Ordinance Bldg, Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: r~l Repetitive Fee Repeats 0 Complete Review • Other j—j Hourly EsGil Fee • Structural Only Hr. @ $4,856.72 $3,156.87 $2,719.76 Comments: Sheet 1 of 1 macvalue.doc + CARLSBAD 12-0070 JAN. 25, 2012 PLAN REVIEW CORRECTION LIST MULTI-FAMILY PLANCHECKNO.: 12-0070 JURISDICTION: CARLSBAD OCCUPANCY: R2/S1 USE: TIME-SHARE TYPE OF CONSTRUCTION: V-B deck/stairs) ACTUAL AREA: 19,659 (includes 6,227 ALLOWABLE FLOOR AREA: 10,5K/LEVEL STORIES: THREE HEIGHT: 34' SPRINKLERS?: YES OCCUPANT LOAD: 90 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 1/17 DATE PLANS RECEIVED BY ESGIL CORPORATION: 1/18 DATE INITIAL PLAN REVIEW COMPLETED: JAN. 25, 2012 PLAN REVIEWER: ALI SADRE FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in 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 ordinance 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. Present California law mandates that construction comply with the 2010 edition of the California Building Code (Title 24), which adopts the following model codes: 2009 IBC, 2009 UPC, 2009 UMC and 2008 NEC. The above regulations apply, regardless ofthe code editions adopted by ordinance. 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 vou submit the revised plans. CARLSBAD 12-0070 JAN. 25, 2012 • GENERAL 1. The following note should be given with each correction list: 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 Garlsbad Building Department, 1635 Faraday Ave,, Carlsbad, CA 92008, (760) 602-2700, The City will route the plans to EsGII 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, S,D,, 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 2. A reminder that all revised sheets of the plans and calculations are required to be stamped & signed by the California licensed architect or engineer responsible for their preparation. California State Law. 3. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet. Sec. 107.2. I.e., site lights, walls, fences, gates, monument signs, etc. Otherwise, provide complete details & references for all. 4. Include the following code information for the proposed building: • Occupancy Classiflcation(s): R2 (Time Share)/S1 (Storage) • For Mixed Occupancy Buildings, state whether the "nonseparated" or "separated" option was chosen from Sections 508.3/508.4. • Description of Use: As per above • Type of Construction: V-B - Ok as noted • Sprinklers: Yes - Ok as noted • Stories: Three - Ok as noted • Height: 34' - Ok as noted • FioorArea: 1'* Fir. = 7,155; 2"*^ Fir. = 6,958; 3'" Fir. = 5,546 • Occupant Load: 90 - Add to plans 5. Provide a statement on the Title Sheet of the plans, stating that this project shall comply with the 2010 California Building Code, which adopts the 2009 IBC, 2009 UMC, 2009 UPC and the 2008 NEC. Revise the note on Sheet A-1 referring to 2006 IBC. etc. See PLAN REQUIREMENTS. 6. Please note on plans that Villa Building # 68 is under this permit only. 7. Where is detail 5/A-3, as called out on Sheet A-4, near grid point 1-1? CARLSBAD 12-0070 JAN. 25, 2012 8. Please clarify 22 time share units shown on floor plans versus 12, as noted on Sheet A-1. • SITE PLAN 9. Include the following on the site plans on Sheet A-2 of plans: Section 107.2 a) Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. b) Property lines/easements. c) Streets/alleys. d) Existing and proposed buildings and structures. 10. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan." 11. Clearly designate any side yards used to justify increases in allowable area based on Section 506.2. 12. Show and dimension on the site plan all building projections including eaves, balconies and similar appendages extending beyond the exterior walls. • BUiLDING AREA 13. As shown, the building may be over area for the Type of Construction shown. Table 503: Please note on plans if sprinkiers are used for storv increase. Also show compliance with the followina items: a) Note: In California, the State Fire Marshal made the following restrictive changes to IBC: i) The provision for allowing fire sprinklers to increase the allowable floor area together with the allowable height is not allowed for R occupancies, (sprinklers can be used to increase the area or height, but not both). Section 504.2. ii) For Group R occupancies, the maximum allowable floor area may be increased by only two from Section 506.4 (instead of 3 as listed in the IBC). This also applies to Section 506.5.2. 14. When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. This only applies ifthe "separated occupancies" option is chosen from Section 508.4.2. 15. If yards are used to increase the allowable floor area of a building (per Section 506.2), then such open spaces shall be either on the same lot or dedicated for public use and shall be accessed from a street or approved fire lane. See the example below. Section 506.2.2. • FIRE-RESISTIVE CONSTRUCTION 16. Walls and floors separating dwelling units in the same building shall be fire partitions or horizontal assemblies as required by Sections 709 and 712. Section 420.2. CARLSBAD 12-0070 JAN. 25, 2012 a) Such fire partitions and floors shall have a fire-resistance rating of not less than 1-hour (except in buildings of type VB Construction with automatic sprinkler systems, where the fire-resistance rating may be reduced to ^/4-hour). Section 709.3. b) Such fire partitions shall extend to the underside of the floor/roof sheathing above. i) In lieu of extending the wall to the floor/roof sheathing above, they may terminate at the fire-resistance-rated roof/ceiling assembly above. In this case, the space between the ceiling and the deck above shall be fire-blocked or draftstopped in accordance with Sections 717.2 and 717.3 at the partition line. Section 709.4. 17. Where one-hour fire-resistive construction is required, an approved automatic sprinkler system, when not othenA/ise required, may be substituted for the one-hour construction. Table 601, Footnote'd'. 18. Provide details on the pians for the fire-resistive construction. Include floor/ceiling assemblies, wall assemblies, column and beam assemblies, etc. Be sure to list with each detail the basis of approval (U.L. listing number, ICC research report, etc.). 19. Detail how fire-resistive wall construction will be maintained at built-in wall fixtures and behind mailboxes, fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 713.3.2. 20. Detail on the plans how fire-resistive wall and ceiling protection will be maintained at all duct penetrations, such as at fans and vents. Section 716. 21. Fire dampers shall be installed per Section 716.5 at all duct and air transfer openings of: a) Ceilings of fire-resistive floor-ceiling assemblies. b) Fire barriers, (occupancy separations) (see exception for walls). 22. 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." 23. Where columns require a fire-resistance rating, the entire column, including its connections to beams or girders, shall be protected. Where the column extends through a ceiling, fire resistance of the column shall be continuous from the top of the floor through the ceiling space to the top of the column. Section 704,2, 24. Detail all furred ceilings as required in Section 803.11.2. Show fire-retardant treated wood where necessary. • FIRE BARRIERS 25. A one-hour fire barrier separation is required between the R occupancy and the S occupancy. Table 508.4 (see exceptions). 26. A fire barrier is not required for an accessory use not occupying more than 10% of the area of any floor of a building, nor more than the tabular values for either height or area for such use (without height/area increases). Section 508.2.1. 27. Doors and fire shutters in fire barriers shall comply with Table 715.4: CARLSBAD 12-0070 JAN. 25, 2012 FIRE BARRIER RATING (hours) MINIMUM OPENING PROTECTION ASSEMBLY (hours) 1 28. Supporting construction below fire barrier walls shall be protected to afford the same fire-resistance rating of the fire barrier. Section 707.5. 29. Steel electrical outlet boxes at fire barrier walls shall not exceed sixteen square inches, shall not exceed 100 square inches per 100 square feet of wall, and shall be separated by a horizontal distance of twenty-four inches when on opposite sides of a wall. Section 713.3.2. • SOUND TRANSMISSION 30. The Title Sheet or Site Plan should clearly indicate if any portion of the project is in a noise critical area (CNEL contours of 60 dB) as shown on the City or County's General Plan. If no portion ofthe project is within a noise critical area, provide a note on the Title Sheet stating: 'This project is not within a noise critical area (CNEL contour of 60 dB) as shown on the General Plan". CBC Section 1207.11. 31. If the project is located in noise critical areas (CNEL contours of 60 dB) as shown on the City or County's General Plan, then an acoustical analysis showing that the proposed building has been designed to limit noise in habitable rooms to CNEL of forty-five dB is required. Where windows must be closed to comply, it is necessary to provide mechanical ventilation in accordance with the mechanical code. Provide design. CBC Section 1207.11. • EGRESS BALCONIES 32. The long side ofan egress balcony shall be at least 50% open. Section 1019.3. • ELEVATORS 33. Doors other than the hoistway door and the elevator car door are prohibited at the point of access to elevator car, except doors readily openable from the car side without a key, tool, special knowledge or effort. IBC, Section 3002.6. • GENERAL RESIDENTIAL REQUIREMENTS 34. A fire alarm system and an automatic smoke detection system may be required in Group R occupancies. Please review Section 907.2.8 and 907.2.9. 35. In California, if a fire alarm system is required, it shall activate a means of warning the hearing impaired. Please note this on the plans. CBC Section 1007.12. 36. Draftstoping may be required in Group R occupancies. Please review Sec. 717.3. 37. Every space intended for human occupancy shall be provided with natural ventilation and natural light by means of exterior glazed openings, or shall be provided with mechanical ventilation/artificial light. Sections 1203.1 and 1205.1. CARLSBAD 12-0070 JAN. 25, 2012 a) The minimum net glazed area for natural light shall not be less than 8% of the floor area of the room served. Section 1205.2. Please show the required and provided areas on plans for each unit type (1st & 2"^* floor plans are missing on plans). b) The minimum openable area to the outdoors for natural ventilation shall be 4% of the floor area being ventilated. Section 1203.1. 38. Within units, show that corridors/hallways have a minimum width of 36 inches. Section 1018.2. Dimension this on Unit A, at kitchen counter 39. Windows required for natural light shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Sec. 1205.2.2. Show this is met on 1®' floor plans at patios. . ROOFS 40. Specify deck slope on plans. 41. Show the required attic ventilation on the plans. Show "area required" and "area provided." The net free ventilating area shall not be less that 1/150*^ ofthe area ofthe space ventilated. Section 1203.2. 42. 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. . DISABLED ACCESS 43. Please note on plans that all the units are fully HC accessible inside & out as well as all the site items which include parking, elevator, entrances, stairs, etc. • MISCELLANEOUS LIFE/SAFETY 44. Where columns are required to be fire-resistance rated by any provisions of the code, the entire column shall be provided individual encasement protection on all sides for the full column length. Section 704.2. 45. Ducts penetrating nonfire-rated floors may require fire dampers if they connect more than two stories. Review Item 3 in IBC Section 716.6.3. 46. Specify on plans that the draftstopping and fireblocking from Section 717 will be installed. • GREEN BUILDING STANDARDS The CA Building Standards Commission (BSC) has adopted the Green Building Standards Code which became effective Jan, 1, '11 and must be enforced by the local building official. The following mandatory requirements for residential construction must be included on your plans. CGC 101.3. 47. Note on the site plan that the site shall be planned and developed to keep surface water away from buildings. Plans shall be provided and approved by the City Engineer that show 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 by the building department. CGC 4.106.3. CARLSBAD 12-0070 JAN. 25, 2012 48. Note on plans that a minimum of 50% of construction waste is to be recycled. CGC 4,408.1. 49. Note on the plans that the builder is to provide an operation manual (containing information for maintaining appliances, etc.) for the owner at the time of final inspection. CGC 4.410.1. 50. Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC 4.504.1. 51. Note on the plans that VOC's must comply with the limitations listed in Section 4.504,3 and Tables 4.504.1, 4.504,2, 4.504.3 and 4.504.5 for: Adhesives, Paints and Coatings, Carpet and Composition Wood Products. CGC 4.504.2. 52. Note on plans that bathroom fans shall be Energy Star rated and vented directly to outside. CGC 4.506.1. 53. Note on plans that if provided, whole house exhaust fans shall have insulated covers or louvers which close when the fan is off. The covers or louvers shall have minimum R4.2 insulation. CGC 5.507.1. 54. Note on plans that heating and AC shall be sized and selected by ACCA Manual J or ASHRAE handbook or equivalent. The duct sizing shall be sized in accordance with one of the ACCA methods listed in CGC Section 4,507.2. 55. Note on plans that prior to final approval ofthe building the licensed contractor, architect or engineer in responsible charge ofthe 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. 56. Provide calculations prepared by a licensed engineer that will show water consumption reduction of 20% below the baseline water consumption listed in Table 4.303.1. In lieu of providing the calculations, imprint on the plans the attached Table 4.303.2 listing fixtures that meet the 20% reduction. CGC 4.303.1. TABLE 4.303.2 FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE AT S 20 % REDUCTION Showerheads 2 gpm @ 80 psi Lavatory faucets, residential 1.5 gpm @ 60 psi^ Kitchen faucets 1.8 gpm @ 60 psi Gravity tank-typewater closets 1.28 gallons/flush^ Flushometer tankwater closets 1.28 gallons/flush^ Flushometer valve water closets 1.28 gallons/flush^ Electromechanical hydraulic water closets 1.28 gallons/flush^ Includes single and dual flush water closets with an effective flush of 1.28 gallons or less. Single flush toilets—The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is the average flush volume when tested in accordance with ASME A112.19.233.2. Dual flush toilets—The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is defined as the composite, average flush volume of two reduced flushes and one full flush. Flush volumes will be tested in accordance with ASME Al 12.19,2 and ASME Al 12,19.14. Lavatory faucets shall not have a flow rate less than 0.8 gpm at 20 psi. CARLSBAD 12-0070 JAN. 25, 2012 57. Note on the plans that when a shower is provided with multiple shower heads, the sum of flow to all the heads shall not exceed the 20% reduced limit, or the shower shall be designed so that only one head is on at a time. CGC 4.303.2. 58. Note on the plans that landscape Irrigation water use shall have weather based controllers. CGC 4.304.1. • STRUCTURAL 59. Provide a copy of the project soil report prepared by a licensed civil engineer. The report shall include foundation design recommendations based on the engineer's findings. 60. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations comply with the intent of the soils report." 61. 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. 62. Note on plans that surface water will drain away from building and show drainage pattern. The grade shall fall a minimum of 5% within the first 10 feet (2% for impervious surfaces). Section 1804.3. 63. Specify size, ICC approval # & manufacturer of power driven pins, expansion anchors or epoxy anchors. Show edge, end distance and spacing. Sec. 107.2. 64. 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. 65. 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). 66. Please clarify two details # 3 on Sheet SI .3. 67. Detail 20/S3.1 as referenced on keynote # 7 on Sheet S2.1, should say 15/S3.1. 68. Note on Sheet S2.1, that detail 5/S3.1 is Typical, UNO, for interior footings. 69. Where is Sheanwali Type E, as called out on the foundation Table as noted on Sheet S2.1? 70. Add SheanA/all Elevation type G on the Foundation Table, as per Sheet S2.1. [This is shown on 13/S1.3.]. CARLSBAD 12-0070 JAN. 25, 2012 71. Where is Mark E called out on Sheet S2.1, as indicated on the Shearwall Schedule, as noted on Sheet S2.1? 72. Please note where detail 15/S3.1 is called out on plans. 73. Please specify where details 4, 5, 8, 12 & 13 are called out on plans. 74. Indicate where details 1, 5, 6, 7, 16 & 17/S6.2 are cross referenced on plans. 75. Please state where detail 8/S6.3 is called out on plans. 76. Please note where detail 10/S6.4 is cross referenced on plans, 77. Please provide a complete schematic in the calculations indicating where all the beams (RB-1, 2, etc.) and the columns, as per calculations, are located on plans (so the structural plans can be verified against the calculations). Similarly, show the location of all the lateral elements (length & designation) along with their tie- downs and footings. [Please do not resubmit for back-check without this information]. • ADDITIONAL 78. Please Show the continuation of the one hour separation legend on floor plans and reflected ceiling plans between the storage areas and common areas and the residential units. 79. Please provide complete structural details and references on plans for all patio covers as shown on architectural plans. 80. Please see attached for P/M/E items. 81. 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. 82. 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 • 83. 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 ALI SADRE at Esgil Corporation. Thank you. CARLSBAD 12-0070 JAN. 25, 2012 • PLUMBING, ELECTRICAL, MECHANICAL & ENERGY PLAN REVIEW • 2010 CPC, CMC & CBC • ELECTRICAL PLAN REVIEW • 2008 NEC (2010 CEC) 1. Justify the additional load on the existing 3,000 ampere service. 2. I see the "EM" but it isn't referenced anywhere I can find on the plans. Please add a symbol or description for this abbreviation. 3. Include the tamper-proof receptacle specifications for all receptacles described in CEC 210.52. 4. Receptacles are required at balconies, decks, and porches per CEC 210.52 (E). Please provide. 5. Differentiate between smoke & smoke/carbon monoxide detectors on the symbol list and unit floorplans. PLUMBING (2010 CALIFORNIA PLUMBING CODE) 6. Sheet P3.1 has a water heater shown. Provide the manufacturers installation instructions for the flue/combustion air duct. Clearances and locations, shown presently installed in a corner under a deck. (References Mechanical plans). 7. Recheck gas pipe sizing to boiler on sheet P3.1. 8. Provide the civil site utility plumbing plans showing the locations of the gas and water meters, the sizes, cleanouts, routes, and slopes for both the sewer and storm drainage system, and the site gas and water supply piping. (I'm trying to verify requirement or nonrequirement for a backwater valve) 9. Include the unit water supply shut-off design on the plans required by CPC 605.3. 10. Include the sink cleanout on the island vent detail (Shown on the riser diagrams). 11. Hot water recirculating loop systems requirements (Not single family homes): • Detail the following: • The installation of an air release valve on the inlet side of the recirculation pump, within 4' of the pump. MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 12. Detail compliance with CBC 716.6.3 for the wall installed exhaust fan ducts. I'm interested in: "shall be contained... within the cavity ofthe wall" and the metal gauge required. CARLSBAD 12-0070 JAN. 25, 2012 13. For the restroom exhaust fans demonstrate compliance with CMC 504.1 & 504.5: "outside the building" (shown under a porch') and "no closer than 3' to openings" (operable windows). 14. For the laundry room, move the door louver to an outside wall that will potentially impact the exterior stair (structural) less. (See CBC 1009.6.3) 15. Sheet M2.1 has a water heater shown. Provide the manufacturers installation instructions for the flue/combustion air duct. Clearances and locations, shown presently installed in a corner under a deck. (References Plumbing plans). Note: Ifyou have any questions regarding this Electrical, Plumbing, Mechanical, 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. CITY O F CARLSBAD BUILDING PLANCHECK CHECKLIST E-36 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov ENGINEERING Plan Check for CB 12-70 Review # 2 Date: April 4, 2012 ProjectAddress: 5411 COLUMBUS CIRCLE APN: 211-131-07-00 Project Description: GRAND PACIFIC RESORT: VILLA 68 -13,969 SF WITH Valuation: 1,422,914.00 DECK & WALKWAY= 12 UNITS TOTAL ENGINEERING Contact: Linda Ontiveros Phone: 760-602-2773 Email: linda.ontiveros(§)carlsbadca.gov Fax: 760-602-1052 STOP! Please Read Any outstanding issues will be marked with: ^j. Please make the necessary corrections to the plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specification to the Building division for resubmittal to the Engineering Division. Items that conform to permit requirements are marked with j ATTACHIVIENTS: Engineering Application Storm Water Form Right-of-Way Applicatlon/lnfo. Sheet Reference Documents OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT BY: REMARKS DATE: April 4,2012 Notification of Engineering APPROVAL has been sent to cathyks@noaainc.com (per application) via email on April 4, 2012 E-36 Page 1 of 6 REV 4/30/11 CB 12-70 Review # 2 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: / / / / / / North arrow Existing & proposed structures Existing street improvements Property lines (show all dimensions) Easements Right-of-way width & adjacent streets / Driveway widths / Existing or proposed sewer lateral / Existing or proposed water service / Submit on signed approved plans: DWG No. 428-9G, sheet 8 Show on site plan: / ; Drainage patterns / 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". / Existing & proposed slopes and topography / Size, 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. / Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: /J Site address / j Assessor's parcel number / \ Legal description/lot number ' I For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. Show all existinq use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: LOT 8 / MAP NO. 15332 Subdivision/Tract: CT 03-02 Reference No(s): DWG 428-9G/9F E-36 Page 2 of 6 REV 4/30/10 CB 12-70 Review # 2 2. DISCRETIONARY APPROVAL COMPUANCE i / J Project does not comply with the following engineering conditions of approval for prpject no.: CT 03-02 *AII required items for completion of civil plan check drawings 3- DEDICATION REQUIREMENTS [ 1 Dedication for all street rights-o^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. i / J Dedication required as follows: *Completion of civil plan check for Lot Line Adjustment, ADJ 11-04 -approved 3/12/2012 *Completion of civil plan check for Sewer Easement, PR 11-36 —approved 3/07/2012 4. IMPROVEMENT REQUIREMENTS ~1 All 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. / Public improvements required as follows: *Completion of civil plan check for public improvement plan, DWG 428-9F —approved 2/16/2012 Construction of the public improvements must be deferred pursuant to Carlsbad Municipal 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. / j Future public improvements required as follows: N/A (Not an alternative design street) E-36 Page 3 of 6 REV 6/30/10 CB 12-70 Review # 2 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. 7 llnadequate 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" (Grading Permit required. NOTE: The qradinq permit must be issued and rough qradinq approval obtained priorto issuance ofa buildinq permit. *Completion of grading operations and pad certification received, GR 11-30 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, Joe McMahon (760) 602-2780 x7312 . The inspector will then provide the engineering counter with a release for the building permit. —-pad certification received 4/03/2012 No grading permit required. Minor Grading Permit required. See attached marked-up submittal checklist for project- specific requirements. 6. MISCELLANEOUS PERMITS RIGHT-OF-WAY PERMIT 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. Application to be made a minimum of (2) weeks prior to commencing work ' Right-of-way permit required for: E-36 Page 4 of 6 REV 6/30/10 CB 12-70 Review # 2 7. STORMWATER See Tier 3 Storm i Water Pollution Prevention Plan on file, SWll-41 , See Storm Water Management Plan on file, SWMPll-15 Construction Compliance j Prpject Threat Assessment Form complete. J Enclosed Prpject Threat Assessment Form incomplete. Requires Tier 1 Storm Water Pollution Prevention Plan. Please complete attached form and return (SW ) I Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. 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: j Rainwater harvesting (rain barrels or cistern) Vegetated Roof I Bio-retentions cell/rain garden Pervious pavement/pavers Flow-through planter/vegetated or rock drip line ; Vegetated swales or rock infiltration swales I Downspouts disconnect and discharge over landscape I • i Other: E-36 Page 5 of 6 REV 4/30/10 CB 12-70 Review # 2 9. WATER METER REVIEW Per approved planset, DWG 428-9F -project will use a 1.5" meter Domestic (potable) Use 7 f What size meter is required? FYI FYI 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 8. FEES 7 ; Required fees are not yet entered in building permit. 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 _ i Fire sprinklers required Jyes Upgrade \ 1 yes No fees required ; yes yes yes •yes : no no no mo no {is addition over 150' from center line) no 10. Additional Comments E-36 Page 6 of 6 REV 4/30/10 Fee Calculation Worksheet ENGINEERING DIVISION *THIS IS NOT A COMPLETE REPRESENTATION OF FEES - NOT MEANT AS FINAL OR BINDING***** Prepared by: Linda Ontiveros Date: February 1,2012 GEO DATA: LFMZ: / B&T: Address: 5411 Columbus Cr Bldg. Permit #: CB 12-70 Fees Update by: io Date: 4/04/2012 Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: HOTEL/TIMESHARE Sq,Ft,/Units i.oo edu per room EDU's 12.00 Types of Use: Sq,Ft./Units EDU's 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: HOTEL/TIMESHARE Sq.Ft./Units 8 adt's per room ADTs 96 Types of Use: Sq.FL/Units ADTs Types of Use: Sq.Ft./Units ADT's Types of Use: Sq.FL/Units ADTs FEES REQUIRED: Within CFD: iT]YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) NO 1. PARK-IN-LIEU FEE:r]NW QUADRANT QNE QUADRANT [ISE QUADRANT HW QUADRANT ADTS/UNITS: X FEE/ADT: =$ N/A 2TRAFF1C IMPACT FEE: ADTS/UNITS: 96 X FEE/ADT: 93.00 =$ 8,928 3, BRIDGE & THOROUGHFARE FEE: L DIST#1 DIST,#2 V DIST,#3 ADTS/UNITS: 96 X FEE/ADT: 171 =$ 16,416 4, FACILITIES MANAGEMENT FEE ZONE: 13 ADTS/UNITS 13.969sf FEE/SQ,FT./UNIT: .40 1 =$ 5,587.60 5. SEWER FEE EDU's 12.00 X FEE/EDU: 1.096 =$ 13,152 BENEFIT AREA: EDU's X FEE/EDU: =$ 6, DRAINAGE FEES PLDA: L jHlGH f jMED UM iLOW ACRES: X FEE/AC: =$ 7. POTABLE WATER FEES: UNITS CODE CONN. FEE METER FEE SDCWA FEE TOTAL 1 01.5 15,088 628 12978/498 29,192 CITYOFCARLSBAD GRADING INSPECTION CHECKUST FOR PARTIAL SITE RELEASE PROJECT INSPECTOR: ( ^AiT ^AV\^ai DATE: PROJECT ID dTf 7)^-61 GRADING PERMIT NO. l\7)S'7^7) LOTS REQUESTED FOR RELEASE: 'T^rt "^S N/A = NOT APPLICABLE < = COMPLETE 2nd. / 7. 7 7 / A/7A 1. Site access to requested lots adequate and logically grouped 2. Site erosion control measures adequate. 3. Overall site adequate for healtii, safety and welfare of public. 4. Letter from Owner/Dev. requesting partial release of specific lots, pads or bldg. 5. 8V2" xll" 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 elevafions 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. 10. Letter from EOW that TCBMP's are installed. S777 Partial release of grading for the above stated lots is approved for the purpose of building penmit issuance. Issuance of building permits is still subject to ali normal City requirements required pursuant to the building pennit process. Partial release of the site is denied for the following reasons: oject Inspector Constmction Manager Date ' Date RECEIVED CITYOFCARLSBAD APROa 2012 TRANSPORTATION DEPARTMENT CM&l DIVISION K \FILE MASTtRlFonnVAItTSrrE FRM doc r • • • • • • • • • 2.W8 San Diego Avemie, San Diego. California, 92110 NOGLE O N U F E R ASS0CI.4TES ARCHITECTS Telephone: (619)297-8066 FAX: (619)297-80.^5 Plan Check No: CB 12-70 - Recheck Process To: City of Carlsbad, 1635 Faraday Ave., Carlsbad, CA Re: 5411 Columbus Circle, Carlsbad, CA - Grand Pacific-Villa 68 Attn: Linda Ontiveros Engineering Department We have provided an entire set of Civil Drawings with this Re-submittal. All ofthe items that you have checked on our list have been addressed with the Civil Drawings. The Civil plans have already been approved under a separate permit and therefore should satisfy all comments from you. The only outstanding comments at this time would be the Pad Cert and possibly the rough grading which is underway. If there is any other materials that you need to complete your review please don't hesitate to call me and 1 will get you the information as soon as possible. Thanks, Dan Talant NOAA [1^ Development Services BUILDING PLANCHECK -Development Services ^ CITY OF CHECKLIST Land Development Engineering 1635 Faraday Avenue CARLSBAD E-36 760-602-2750 www.carlsbadca.gov ENGINEERING Plan Check for CB 12-70 Review* 1 Date: January 31, 2012 ProjectAddress: 5411 COLUMBUS CIRCLE APN: 211-131-07.00 Project Description: GRAND PACIFIC RESORT: VILLA 68 -13,969 SF WITH Valuation: 1,422,914.00 DECK & WALKWAY= 12 UNITS TOTAL ENGINEERING Contact: Linda Ontiveros Phone: 760-602-2773 Email: linda.ontiveros@carlsbadca.gOV Fax: 760-602-1052 Any outstanding issues will be marked with! 7\ . Please make the necessary corrections to the plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specification to the Building division for resubmittal to the Engineering Division. Items that conform to permit requirements are marked with / ATTACHMENTS: Engineering Application Storm Water Form Right-of-Way Application/Info, Sheet Reference Documents BY: REMARKS: OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT DATE: Notification of Engineering APPROVAL has been sent to via on E-36 Page 1 of 6 REV 4/30/11 > CB 12-70 Review # 1 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: X X X X X X fConformance jof marked litems will be ^satisfied upon completion of civil plan check and signed/ approved grading plan is slip-sheeted into the buildingpermit X 'plan set ************ X X North arrow Existing & proposed structures J Existing street improvements J Property (ines (show all dimensions) J Easements J Right-of-way width & adjacent streets X X X X Show on site plan: Drainage patterns X X Driveway widths Existing or proposed sewer lateral Existing or proposed water service Submit on signed approved plans: DWG No. 428-9G 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 wili provide a minimum positive drainage of 2% to swale 5' away from building". ; Exisfing & proposed slopes and topography • Size, location, alignment of existing or proposed sewer and water sen/ice(s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: / Site address / Assessor's parcel number / Legal description/lot number For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. ; Show all existinq use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: ^OT 8 / MAP NO. 15332 Subdivision/Tract: CT 03-02 Reference No(s): DWG 428-9G/9F E-36 Page 2 of 6 REV 4/30/10 CB 12-70 Review # 1 2. DISCRETIONARY APPROVAL COMPUANCE Project does not comply with the following engineering conditions of approval for project no. CT 03-02 *AII required items for completion of civil plan check drawings 3. DEDICATION REQUIREMENTS j Dedication for all street rights-o^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. X Dedication required as follows: "^Completion of civil plan check for Lot Line Adjustment, ADJ 11-04 *Completion of civil plan check for Sewer Easement, PR 11-36 4. IMPROVEMENT REQUIREMENTS All 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. L X ! j Public impnDvements required as follows: *Completion of civil plan check for public improvement plan, DWG 428-9F Construction of the public improvements must be deferred pursuant to Carlsbad Municipal 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 / I Future public improvements required as follows: N/A (Not an alternative design street) E-36 Page 3 of 6 CB 12-70 Review # 1 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. X 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" Grading Permit required. NOTE: The qradinq permit must be issued and rouqh grading approval obtained prior to issuance of a building permit, *Completion of grading operations and pad certification received, GR 11-30 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, Joe McMahon (760) 602-2780 x7312 . The inspector will then provide the engineering counter with a release for the building permit. 1 No grading permit required. j Minor Grading Permit required. See attached marked-up submittal checklist for project- specific requirements. 6. MISCELLANEOUS PERMITS / RIGHT-OF-WAY PERMIT 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. Application to be made a minimum of (2) weeks prior to commencing work Right-of-way permit required for: E-36 Page 4 of 6 REV 6/30/10 CB 12-70 Review # 1 7. STORMWATER See Tier 3 Storm Water Pollution Prevention Plan on file, SWll-41 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. See Storm Water Management Plan on file, 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/building/Documents/EngStandsw-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 4/30/10 CB 12-70 Review # 1 9. WATER METER REVIEW X Domestic (potable) Use What size meter is required? FYI 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. FYI ^ 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 8. FEES X Required fees are not yet entered in building permit, *Need additional Information regarding meter fees 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 E-36 Page 6 of 6 REV 4/30/10 CT 03-02 GR 11-30 Fee Calculation Worksheet ENGINEERING DIVISION Prepared by: Linda Ontiveros Date: February 1,2012 GEO DATA: LFMZ: / B&T: Address: 5411 Columbus Cr Bldg. Permit #: CB 12-70 Fees Update by: Date: Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: HOTEL/TIMESHARE Sq,Ft,/Units 1.00 edu per room EDU's 12.00 Types of Use: Sq.Ft,/Units EDU's 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: HOTEL/TIMESHARE Sq,Ft./Units 8 adt's per room ADT's 96 Types of Use; Sq.Ft/Units ADT's Types of Use: Sq.Ft./Units ADT's Types of Use: Sq.FL/Units ADT's FEES REQUIRED: Within CFD: / YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) NO 1. PARK-IN-LIEU FEE: NWQUADRANT iNE QUADRANT SE QUADRANT iW QUADRANT ADT'S/UNITS: X FEE/ADT: =$ N/A 2,TRAFFIC IMPACT FEE: ADTS/UNITS: 96 X FEE/ADT: 93.00 =$ 8,928 3. BRIDGE & THOROUGHFARE FEE: DIST, #1 DIST,#2 / DIST.#3 ADTS/UNITS: 96 X FEE/ADT: 171 =$ 16,416 4. FACILITIES MANAGEMENT FEE ZONE: 13 ADT'S/UNITS 13.969sf FEE/SQ.FT./UNIT: .40 1 =$ 5,587.60 5. SEWER FEE EDU's 12.00 X FEE/EDU: 1,096 =$ 13,152 BENEFIT AREA: EDU's X FEE/EDU: =$ 6, DRAINAGE FEES PLDA: : HIGH MED UM LOW ACRES: X FEE/AC: =$ 7, POTABLE WATER FEES: UNITS CODE CONN. FEE METER FEE SDCWA FEE TOTAL ?? ?? ?? ?? ?? ?? f . ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET • Estimate based on unconfirmed information from applicant • Calculation based on building plancheck plan submittal Address Prepared by Date Bldg Permit No - ^fP^ Checked by Date EDU CALCULATION Types of Us Types of Use List types and square footages for all uses Sq Ft^Umt^ /^/ Sq Ft /Units ADT CALCULATIONS List types and square footages for all uses Types of Usf^^^^t'^CljP Sq Ft (^^) /^/ Types of Use Sq Ft /Units EDU's EDU's ADT's ADT's FEES REQUIRED WITHIN CFD O YES (no bndge & thoroughfare fee in District #1 reduced Traffic Impact Fee) DNO • 1 PARK-IN LIEU FEE FEE/UNIT PARK AREA & # • 2 TRAFFIC IMPACT FEE ADT s/UNITS NO UNITS / • y FEE/, • 3 BRIDGE AND THOROUGHFARE FEE (DIST #1 DISf #2 DIST #3 ADT s/UNITS • 4 FACILITIESA/IAN ACILITIESA/IANA^SEMENT FEE „ ^'^TISQ FT l^^j ZONE -/- • 5 SEWER FEE EDU s /UNIT ^ ^ '''' X FEE/EDU /01^ BENEFIT AREA EDU's • 6 SEWER LATERAL ($2,500) • 7 DRAINAGE FEES PLDA_ ACRES FEE/EDU HIGH "7^017X0 /LOW 8 POTABLE WATER FEES UNITS CODE CONNECTION FEE FEE/AC _ ME'TERTEE 73o ilQ SDCWA FEE y IRRIGATION Word\DocitMnforms\Fe« Calculation Woikshcat 1 of 2 Rpv 7/14/nn CITY OF CARLSBAD STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 This form is required for all pools, retaining walls or whenever a building footprint is enlarged. Development Services Land Development Engineering 1635 FaradayAvenue 760-602-2750 www.carlsbadca.gov STORM WATER COMPLIANCE CERTIFICATE My project is not In a category of permit types exempt from the Construction SWPPP requirements >^ My project is not located inside or within 200 feet of an environmentally sensitive area with a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). «^ My project does not require a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code) My project will not result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas that meets one or more of the additional following criteria: • located within 200 feet of an 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 • disturbed area is located along or within 30 feet of a stonn drain inlet, an open drainage channel or watercourse; and/or • construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMITTING FOR CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS. I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT. 2. THE OWNER/CONTRACTOR SHALL 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 THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. SPECIAL NOTES PROJECT INFORMATION SiteAddress: , C/^ lOti'S Assessor's Parcel Number: Project ID: Construction Pemiit No.: .,CC7/2.O07€> Estimated Construction Start Date/lfl^-U-^ ~ Project Duration Months Emergency Contact: Name: lW/>Tcy^ Ag/vA^ 24 hour Phone' Perceived Threat to Storm Water Quality II] Medium >U] Low If medium box is checked, must attach a site plan sheet showing proposed wori^ area and location of proposed structural BMPs For City Use Only CITY OF CARLSBAD STANDARD TIER 1 SWPPP Approved By: _ Date: E-29 Page 1 of 3 REV 4/30/10 Erosion Control BMPs Sediment Control BMPs Best Management Practice (BMP) Description Geotextiles & Mats Wood Mulching Earth Dikes and Drainage Swales Slope Drains Silt Fence Sediment Trap Check Dam Fiber Rolls Gravel Bag Bemi Street Sweeping and Vacuuming Sandbag Barrier Storm Drain Inlet Protection Stabilized Construction Ingress/Egress Stabilized Construction Roadway Water Conservation Practices Paving and Grinding Ooerations Potable Water/Irrigation Vehicle and Equipment Cleanina Material Delivery and Material Use Stockpile Management Spill Prevention and Control 3 I $ I P I o n CO ^ Hazardous Waste Manaaement Concrete Waste CASQA Designation Construction Activity EC-7 EC-8 EC-9 EC-11 SE-1 SE-3 SE-4 SE-5 SE-6 SE-7 SE-8 SE-10 TR-1 TR-2 NS-1 NS-3 NS-7 NS-8 WM-1 WM-2 WM-3 WM-4 WM-5 WM-6 WM-8 Grading/Soil Disturbance Trenching/Excavation Stockpiling Drilling/Boring Concrete/Asphalt Saw cutting Concrete flatworic Paving Conduit/Pipe Installation Stucco/Mortar Woric Waste Disposal Staging/Lay Down Area Equipment Maintenance and Fueling Hazardous Substance Use/Storage Devratering Site Access Across Dirt Other (list): Tracking Control BMPs Non-stonn Water Management BMPs Waste Management and Materials Pollution Control BMPs Instructions: Begin by reviewing the list of construction activities and checking the box to the left of any activity that will occur during the proposed construction. Add any other activity descriptions in the blank activity description boxes provided for that purpose and place a check in the box immediately to the left of the added activity description. For each activity descrribed, pick one or more best management practices (BMPs) from the lisl located along the top of the forni. Then place an X in the box at the place where the activity row intersects vwth fhe BMP column. Do this for each activity that was checked off and for each of the selected BMPs selected from the list. For Example - If the projecl includes site access across dirt, then check the box to the left of "Site Access Across Dirt". Then review the list for something that applies such as "Stabiiized Construction Ingress/Egress" under Tracking Control. Follow along the "Site Access Across Dirt" row until you get to the "Stabilized Construction Ingress/Egress" column and place an X in the box v/here the two meet. As another example say the project included a stockpile that you intend to cover with a plastic sheet. Since plastic sheeting is not on the list of BMPs, then write in "Cover with Plastic" in the blank column under the heading Erosion Control BMPs. Then place an X in the box where the "Stockpiling" row intersects the new "Cover vwth Plastic" coiumn. To leam more about what each BMP description means, you may vwsh to review the BMP Reference Handout prepared to assist applicants In the selection of appropriate Best Management Practice measures. The reference also explains the California Stomiwater Quality Association (CASQA) designation and how to apply the various selected BMPs to a project. E-29 Page 2 of 3 REV 4/30/10 * • • • • • • • • • • • • • • • PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB 12-0070 Address 5411 COLUMBUS CIRCLE Planner WESTMAN Phone (760) 602- 4614 APN: 211-131-07-00 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 D Item Incomplete - Needs your action Environmental Review Required: YES IEI 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 I3 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 NO O CA Coastal Commission Authority? YES O NO 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 ^ (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 |E1 Rev 6/11 r 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 • NOD • • • • • • • • • • • • 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: 3. Lot Coverage: 4. Height: Required Required Shown Required Shown Required Shown Required Shown Required Shown Shown Reauired MAX 35 FEET Shown MAX 34 FEET • • • • • • Spaces Required Shown 5. Parking: (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required. Shown Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE 01/27/12 Rev 6/11 Carlsbad Fire Department iUILDING DePT, COPY Plan Review Requirements Category: COMMIND, HOTEL ^ Date of Report: 04-06-2012 Reviewed by: ^ /yP**X Name: CATHY SMITH Address: 2398 SAN DIEGO AV SANDIEGO CA 92110 Permit #: CB120070 Job Name: GRAND PACIFIC RESORT: VILLA 68 Job Address: 5411 COLUMBUS CR CBAD \T'y^Yyyj^rifyyF'''^w'^''y''''''''''''if'''''''^''if''''ii'''f'i'^^^ mmmmmm}sm»mms(mimmfsmaimm^^ Conditions; Cond: CON0005348 [MET] CITY OF CARLSBAD FIRE DEPARTMENT - APPROVED: w/ NOTES 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. 1. Provide an addendum to approved plans describing how the proposed 1 -hour wall types for the mechanical rooms also mitigate the migration of asphyxiating gas into adjoining sleeping rooms; or, 2. Provide Carbon Monoxide alarms in those dwelling units that abut the mechanical rooms wherein gas-fueled appliances are proposed. 3. Where is the proposed location forthe Fire Alarm Control Panel? and is there sufficient room to accomodate the fire sprinkler riser as opposed to having the ASR exposed to the elements. Entry: 04/06/2012 By: GR Action: AP BLDG. DEPT COPY CONDITIONAL RECOMMENDATION FOR APPROVAL Page: lof 6 CONDITION: Remove and Replace Title Sheet with Revised Title Sheet Daryl K. James & Associates, Inc. Checked By: Robert Salqado Plan Check Date: 03/29/2012 APPLICANT: Cathy Smith JURISDICTION: Carlsbad Fire Department PROJECT NAME: Grand Pacific Resort, Villa 68 PROJECTADDRESS: 5411 Columbus Circle PROJECT DESCRIPTION: CB120070 New construction of Timeshare: Ground up Type V-B sprinkler 3-story R-2 occupancy. Wood framing stucco & concrete tile roof. Interior build out for 12 timeshare units. 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. FLS COMMENTS (non-structural plan review): SHEET A-1. TITLE SHEET: 1) General Note No. 15, Delete the wording "Sfafe Division oflndustrial Safety," and replace with the words "Department of Industrial Relations, Division of Occupational Safety and Health (Cal/OSHA)" COMPLETED 2) General Note No.20, Delete the wording "before the building is occupied," and replace with the words "priorto construction" COMPLETED 3) Add an additional General Note (24.), to specify "Alarm Requirements" (Carbon Monoxide Alarms/Detectors), as required by CBC, Section 420.4; coordinate with electrical drawings. COMPLETED 4) Add an additional General Note (25.), to specify "Visible Alarm Requirements," (sleeping accommodations) as required by CBC, Section 420.4.3; also referto CBC Table 907.5.2.3.3 and CBC 1111B.4.4, [SFM][DSA- AC]; coordinate with electrical drawings. COMPLETED 5) Revise Fire Department Note No. 3, to reference CFC, Section 907.2.11.2 for Single-Station Smoke Alarm requirements; coordinate with electrical drawings. COMPLETED 6) Add an additional Fire Department Note that lists all Deferred Approval items related to fire protection systems (fire sprinkler and fire alarm systems, U/G water supply, etc.). SHEET "A -1" TO BE REPLACED WITH REVISED TITLE SHEET, WHICH WILL SHOW DEFERRED APPROVAL NOTES. 7) An R2 occupancy of Type VB construction is limited to 2-Stories per CBC, Table 503; revise Code Analysis to show height/story justification in accordance with the provisions of CBC, Chapter 5, Sections 504.2 and 506.3; refer to the Exceptions that are specific to the design of this building. COMPLETED 8) Clarify provisions for Conference and Restaurant areas (A and B Occupancies), as determined through mixed occupancy requirements (see Building Information, Phase 1 Parking Summary). COMPLETED 9) Revise the "Sheet Index" on the Title Sheet and on individual sheets (drawings) to show the same description in the lower right margin of each drawing, typical. COMPLETED 1 10) Clarify information pertaining to basements on this project (missing floor plan drawings for 1^' and 2""* floors). Sheet A-3, as listed in the "Sheet index", does not correspond with the sheet description on Sheet A-3. COMPLETED 11) Revise the right margin to show the physical street address: 5411 Columbus Circle, Carlsbad, CA 92008. COMPLETED 12) Show NFPA Standards specific to this project (refer to CFC Chapter 47, Referenced Standards): SHEET "A -1" TO BE REPLACED WITH REVISED TITLE SHEET, WHICH WILL SHOW CORRECT CODE REFERENCES AND NFPA STANDARDS. Add list of deferred submittals: a. Fire Sprinkler System 2010 CFC 903, and NFPA 13, 2010 edition. b. Fire Alarm System 2010 CFC 907, including CFC 907.2 sections specific to applicable occupancy groups, and NFPA 72, 2010 edition. 13) Update the Code References to show the current model codes adopted in California: 2010 California Administrative Code (CAC) Part 1, Title 24, California Code of Regulations (CCR) 2010 California Building Code (CBC), Volumes 1 and 2 Part 2, Title 24, California Code of Regulations (CCR) Based on the 2009 International Building Code (IBC) 2010 California Electrical Code (CEC Part 3, Title 24, California Code of Regulations (CCR) Based on the 2008 National Electrical Code (NEC) 2010 California Mechanical Code (CMC Part 4, Title 24, Califbrnia Code of Regulations (CCR) Based on the 2009 Uniform Mechanical Code (UMC) 2010 California Plumbing Code (CPC Part 5, Title 24, California Code of Regulations (CCR) Based on the 2009 Uniform Plumbing Code (UMC) 2010 California Energy Code 2010 California Fire Code (CFC) Part 9, Title 24, California Code of Regulations (CCR) Based on the 2009 International Fire Code (IFC) 14) Provide an exit analysis, which identifies all the elements, required in the Means of Egress; include dimensions for widths, travel distances, and exit discharge requirements that lead to the public way, show this information on floor plan, typical. SHEET A-2. SITE PLAN: 1) Provide Civil Drawings (approved by Fire Marshal of the City of Carlsbad Fire Department). COMPLETED 2) Please provide an approved plan indicating locations of current and proposed fire hydrants, back flow prevention devices, sprinkler control valves, and FDC locations. Approval shall be by the Fire Marshal of the City of Carlsbad Fire Department. The approved hydrant and FDC plan shall then be forwarded to me as part of the corrected plan set. The Fire Flow for the buitding must be reviewed and approved by the Carlsbad Fire Department as per the Carlsbad Municipal Code Section 17.04.210. The approved fire flow of the building shali then be forwarded to me as part of the corrected plan set. Please provide a revised plan indicating the approved emergency access. Approval shall be by the Fire Marshal of the City of Carlsbad Fire Department. The access plan must show no parking fire lanes as per the Carlsbad Municipal Code 17.04.130 and the C.F.C. Section 503.3. The approved fire access plan shall then be forwarded to me as part of the corrected plan set No parking fire lane plan to be approved by the Fire Marshal of the City of Carlsbad. COMPLETED 3) Provide a letter from the local water department stating that the available water supply is capable of supplying the required fire flow for this building, any reduction in fire flow or amount of fire hydrants using CBC Appendix B &C will need to be approved by the Carlsbad Fire Department. NOTE: The fire sprinkler system demand, as determined through approved hydraulic calculations may suggest the need for a fire pump where the available water supply cannot meet the system demand. COMPLETED 4) Identify if project is in Carlsbad "High Fire Hazard Severity Zone" as per Carlsbad Ordinance 17.04.090. COMPLETED 5) Show location of proposed numeric address on building. Address numbers must meet Carlsbad Ordinance 17.04.310 minimum 12 inches high with a 1->2 inch stroke. COMPLETED 6) Carlsbad Ordinance 17.04.350 "When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life saving or firefighting purposes, a key box will be required and installed in an accessible location. The key box shall be a type approved by the Fire Code Official and shall contain keys to gain necessary access as required by the Fire Code Official." Provide a note on the plans. COMPLETED SHEET A-3. BASEMENT & 1^^ Floor SLAB PLANS: 1) Sheet A-3 does not correspond with the sheet description on Sheet A-1, "Sheet index"; clarify correct drawing information and provisions for basements in R2 occupancies (missing floor plan drawings for 1^' and 2"^floors). COMPLETED 2) Clarify exit stainway 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), and 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. COMPLETED SHEET A-4. 3"° FLOOR AND ROOF PLANS: 1) Clarify 1-Hour shaft and elevator lobby provisions at egress balcony; revise Wall Legend to show the requirements for Fire Barriers and Fire Partitions, Referto CBC, Sections 708.4, and 708.14.1 (exception 4. - 4.6). COMPLETED 2) Define the use or occupancy of every room, area, or space in each dwelling unit, Typical for all floor plans. COMPLETED 3) Revise all Wall Legends as shown on each drawing (floor plans); specify the type and hourly rating of each F.R. wall that's part of the design and construction of this building (fire partition, fire barrier, horizontal assembly, separation wall at egress balcony, etc.); the Wall Legend must correspond with wall markings on each floor plan, and a detail call-out indicating the sheet and detail number must also be shown on the Wall Legend (example: Sheet A-11/Detail 16). TYPICAL, all floor plan drawings. COMPLETED 4) Clarify exit stairway protection; refer to CBC, Section 1026.6, Exception # 2. NOTE: The openness of the exterior walkway at grade (1^' floor), and 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, TYP. 5) Clarify shaft enclosure requirements for the condition where a successive vertical opening penetrates all horizontal assemblies of the egress balcony; refer to CBC, Section 708.2 (exception 7.1 - 7.7). COMPLETED SHEET A-7. y/' PLANS: 1) Revise all Wall Legends as shown on each drawing (floor plans); specify the type and hourly rating of each F.R. wall that's part ofthe design and construction ofthis building (fire partition, fire barrier, horizontal assembly, separation wall at egress balcony, etc.); the Wall Legend must correspond with wall markings on each floor plan, and a detail call-out indicating the sheet and detail number must also be shown on the Wall Legend (example: Sheet A-11/Detail 16). TYPICAL, all floor plan drawings. COMPLETED SHEET A-8. SECTIONS: 1) 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 protective requirements as required for corridors. Refer to CBC, Sections 1019, and 1026.6, Exceptions. Revise fioor 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. COMPLETED 2) Clarify exit stairway protection; refer to CBC, Section 1026.6, Exception # 2. NOTE: The openness of the exterior walkway at grade (1^' floor), and 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. COMPLETED SHEET A-9. SECTIONS: 1) 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 protective requirements as required for corridors. Referto 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/life provisions associated with the fire partition that separates the egress balcony form the dwelling/sleeping units. TYPICAL. COMPLETED 2) Clarify exit stairway protection; refer to CBC, Section 1026.6, Exception # 2. NOTE: The openness of the exterior walkway at grade (1°' floor), and 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, TYP. COMPLETED SHEET A-10. DETAILS: 1) Revise details for ceiling/floor/shafts/wall assemblies to reflect all the fire/life provisions associated with the required wall separations at the egress balcony, elevator shaft, and dwelling/sleeping units, coordinate with floor plan comments, TYPICAL. COMPLETED 2) Revise detail A-10/6 to specify the applicable assembly number, as approved by Gypsum. Wall Board .Association, U.L., or CBC. COMPLETED 3) Revise detail 6/A-10 to specify required mounting height of the fire extinguisher cabinet, and clarify if this detail is used for electrical distribution panels in each dwelling unit, coordinate with note 310 on sheet E-3.1, TYPICAL. COMPLETED SHEET A-11. DETAILS: 1) Revise details for ceiling/floor/shafts/wall assemblies to reflect all the fire/life provisions associated with the required wall separations at the egress balconies, elevator shaft, and dwelling/sleeping units, coordinate with floor plan comments, TYPICAL. COMPLETED 2) Revise detail A-10/6 to specify the applicable assembly number, as approved by Gypsum. Wall Board .Association, U.L., or CBC. COMPLETED SHEET A-12. DOOR & WINDOW SCHEDULE/INTERIOR ELEVATIONS: 1) Revise the opening and glazing schedules to show hourly ratings applicable to all fire rated conditions. Openings must meet the same protective requirements as required for corridors. The "RATING" and "REMARKS" columns, and Door Schedule numbers must correspond with the letter/number designations that are assigned to each door and window, as shown on the floor plans, 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). COMPLETED SHEET A-13. MISCILANEOUS DETAILS: 1) Revise details for ceiling/floor/shafts/wall assemblies to reflect all the fire/life provisions associated with the required wall separations at the egress balcony, elevator shaft, and dwelling/sleeping units, coordinate with floor plan comments, TYPICAL. COMPLETED 2) Replot pipe penetration detail for clarity. Detail A-13/5. COMPLETED SHEET A-14. DETAILS AND FINISH PLAN: COMPLETED 1) The sheet is missing from the check set. 2) 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 3) 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 4) Denote all furnishings and evidence of compliance with CFC 808. 5) Provide specifications and other acceptance criteria for fiame spread and smoke developed index for furniture. 6) Denote all decorative materials and trim and evidence of compliance in accordance with CFC 807.2 SHEET M0.2. MECHANICAL SCHEDULES: 1) Clarify auto shutdown requirements for all HVAC units that produce more than 2,000 CFM, revise remarks column and remarks notes to specify the provisions of CMC 609, and coordinate unit number designations with mechanical plans, and detail M-5/8. COMPLETED SHEET M0.3. MECHANICAL SCHEDULES: 1) Clarify the location and specific use of the "Duct Mounted Exhaust Grille" that produces 1,575 CFM. COMPLETED SHEET M2.3. MECHANICAL SCHEDULES: 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). COMPLETED SHEET M5. MECHANICAL DETAILS: 1) Revise mechanical equipment details to include fire safety provisions for HVAC auto shutdown and automatic closure of smoke/fire dampers, typical. Coordinate with mechanical plans and equipment schedules, details must show manufacture and listing information, and schematics that clearly depict wiring for control relays and connection to the buildings fire alarm system, typical, refer to the CFC, Sections 907.3 and 907.4.1. COMPLETED 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 plans, typical. COMPLETED SHEET P1.0. PLUMBING SITE PLAN: 1) Provide Civil drawings with fire protection provisions, as approved by Fire Marshal (City of Carlsbad Fire Department). COMPLETED SHEET 5.1. PLUMBING DETAILS: 1) Provide pipe penetration details for every type of rated wall required on this building; include fire stopping assembly numbers (U.L., Gyp, W.B,, or 3M), with applicable F & T ratings (see detail P5.1/5). COMPLETED SHEET E-2.1.1" & 2^° FLOOR PLANS: 1) Provide exit signs at mid-point of egress balconies, adjacent to the elevator lobby/shaft; occupants must be able to see exit signage where there are two separate paths of egress, typical, all floors above the level of exit discharge; revise panel schedules to circuit for exits signs. COMPLETED 2) Detail E-2.1/3 shows heat and smoke detection devices at the top of the elevator shaft, detection is only required when the top ofthe shaft is sprinkled, consult with the Sprinkler Contractor and alarm designer to verify shunt-trip requirements, refer to CFC, Sections 907.4.3 and 907.4.4. COMPLETED 3) Revise detail E-2.1/4 to show electrical equipment and control wiring for shunt-trip operations (relays, breakers, etc.), referto CFC, Sections, 607.5.1-5, 907.4.3, and 907.4.4. COMPLETED SHEET E-2.2. 3*^° FLOOR PLAN: 1) Provide exit signs at mid-point of egress balconies, adjacent to the elevator lobby/shaft; occupants must be able to see exit signage where there are two separate paths of egress, typical, all floors above the level of exit discharge; revise panel schedules to circuit for exits signs (refer to CBC, Section 1011). COMPLETED SHEET E-3.1. ELECTRICAL TYPICAL UNIT. PANELS. SINGLE LINE: 1) Revise electrical drawings to show single-station smoke alarms, visible 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; also refer to CEC and NFPA 72 for design and installation requirements (revise note #11 to reflect the provisions cited in this comment) Not connected to Fire Alarm System. COMPLETED 2) Revise the electrical layout on the Unit Plans to show dedicated circuits for all fire/life safety appliances and devices (single-station smoke alarms, visible 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 fire/life safety circuits with Panel Schedules "A" and "B". COMPLETED 3) Add the following notes to Sheets: E-3.1, E-4.3, and E-5.1 • 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. CBC 1006 • Exit signs shall be illuminated at all times and equipped with not less than 90-minute battery backup. CBC 1011.5.3. COMPLETED SHEET E-4.2. PANEL SCHEDULES SINGLE LINE VILLA 51: 1) Clarify sheet description "Villa 51", or otherwise correct to show Villa 68. COMPLETED 2) Add a note next to the 30 HP elevator motor, which describes the fire safety functions that must connect to the building fire alarm system. Refer to Sheet E-2.1. COMPLETED SHEET E-4.3. DETAILS AND SCHEDULES: 1) Revise all Notes to show the California Electrical Code (CEC) as being the correct codebook for all electrical requirements associated with this project, typical. COMPLETED END OF COMMENTS BLDG. DEPT COPY CORRECTION LIST Page: 1 of 7 Daryl K. James & Associates, Inc. Checked By: Robert Salqado Plan Check Date: 01/24/2012 APPLICANT: Cathy Smith JURISDICTION: Carlsbad Fire Department PROJECT NAME: Grand Pacific Resort, Villa 68 PROJECTADDRESS: 5411 Columbus Circle PROJECT DESCRIPTION: CB120070 New construction of Timeshare: Ground up Type V-B sprinkler 3-story R-2 occupancy. Wood framing stucco & concrete tile roof. Interior build out for 12 timeshare units. 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. INSTRUCTIONS: • To expedite the recheck process, please note on this list (or copy) where each correction item has been addressed, i.e. sheet number, note number, detail number, legend number, etc Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. • Email a copy of comments from Esgil to kitflre@sbcglobal.net • Please direct any questions regarding this review directly to: Robert Salgado at: 951-541-4380, or to his email address: flsreviewJnspection@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 FLS COMMENTS (non-structural plan review): SHEET A-1. TITLE SHEET: 1) General Note No.15, Delete the wording "Sfafe Division oflndustrial Safety," and replace with the words "Department of Industrial Relations, Division of Occupational Safety and Health (Cal/OSHA)" 2) General Note No.20, Delete the wording "before the building is occupied," and replace with the words "prior to construction" 3) Add an additional General Note (24.), to specify "Alarm Requirements" (Carbon Monoxide Alarms/Detectors), as required by CBC, Section 420,4; coordinate with electrical drawings. 4) Add an additional General Note (25.), to specify "Visible Alarm Requirements," (sleeping accommodations) as required by CBC, Section 420.4.3; also refer to CBC Table 907.5.2.3.3 and CBC 1111 B.4.4, [SFM] [DSA- AC]; coordinate with electrical drawings. 5) Revise Fire Department Note No. 3, to reference CFC, Section 907.2.11.2 for Single-Station Smoke Alarm requirements; coordinate with electrical drawings 6) Add an additional Fire Department Note that lists all Deferred Approval items related to fire protection systems (fire sprinkler and fire alarm systems, U/G water supply, etc.) 7) An R2 occupancy of Type VB construction is limited to 2-Stories per CBC, Table 503; revise Code Analysis to show height/story justification in accordance with the provisions of CBC, Chapter 5, Sections 504.2 and 506.3; refer to the Exceptions that are specific to the design of this building. 8) Clarify provisions for Conference and Restaurant areas (A and B Occupancies), as determined through mixed occupancy requirements (see Building Information, Phase I Parking Summary). 9) Revise the "Sheet Index" on the Title Sheet and on individual sheets (drawings) to show the same description in the lower right margin of each drawing, typical. 10) Clarify information pertaining to basements on this project (missing floor plan drawings for 1^' and 2"" floors). Sheet A-3, as listed in the "Sheet index", does not correspond with the sheet description on Sheet A-3. 11) Revise the right margin to show the physical street address: 5411 Columbus Circle, Carlsbad, CA 92008 12) Update the Code References to show the current model codes adopted in California, and include all applicable NFPA Standards specific to this project (refer to CFC Chapter 47, Referenced Standards). 2010 California Administrative Code (CAC) Part 1, Title 24, California Code of Regulations (CCR) 2010 California Building Code (CBC), Volumes 1 and 2 Part 2, Title 24, California Code of Regulations (CCR) Based on the 2009 International Building Code (IBC) 2010 California Electrical Code (CEC Part 3, Title 24, California Code of Regulations (CCR) eased on the 2008 National Electrical Code (NEC) 2010 California Mechanical Code (CMC Part 4, Title 24, California Code of Regulations (CCR) Based on the 2009 Uniform Mechanical Code (UMC) 2010 California Plumbing Code (CPC Part 5, Title 24, California Code of Regulations (CCR) Based on the 2009 Uniform Plumbing Code (UMC) 2010 California Energy Code 2010 California Fire Code (CFC) Part 9, Title 24, California Code of Regulations (CCR) Based on the 2009 International Fire Code (IFC) 13) Provide an exit analysis, which identifies all the elements, required in the Means of Egress; include dimensions for widths, travel distances, and exit discharge requirements that lead to the public way, show this information on floor plan, typical. SHEET A-2. SITE PLAN: 1) Provide Civil Drawings (approved by Fire Marshal of the City of Carlsbad Fire Department). 2) Please provide an approved plan indicating locations of current and proposed fire hydrants, back flow prevention devices, sprinkler control valves, and FDC locations. Approval shall be by the Fire Marshal of the City of Carlsbad Fire Department. The approved hydrant and FDC plan shall then be forwarded to me as part of the corrected plan set. The Fire Flow for the building must be reviewed and approved by the Carlsbad Fire Department as per the Carlsbad Municipal Code Section 17.04.210. The approved fire flow of the building shall then be forwarded to me as part of the corrected plan set. Please provide a revised plan indicating the approved emergency access. Approval shall be by the Fire Marshal of the City of Carlsbad Fire Department. The access plan must show no parking fire lanes as per the Carlsbad Municipal Code 17.04.130 and the C.F.C. Section 503.3. The approved fire access plan shall then be forwarded to me as part of the corrected plan set. No parking fire lane plan to be approved by the Fire Marshal of the City of Carlsbad. 3) Provide a letter from the local water department stating that the available water supply is capable of supplying the required fire flow for this building, any reduction in fire flow or amount of fire hydrants using CBC Appendix B &C will need to be approved by the Carlsbad Fire Department. NOTE: The fire sprinkler system demand, as determined through approved hydraulic calculations may suggest the need for a fire pump where the available water supply cannot meet the system demand. 4) Identify if project is in Carlsbad "High Fire Hazard Severity Zone" as per Carlsbad Ordinance 17.04.090. 5) Show location of proposed numeric address on building. Address numbers must meet Carlsbad Ordinance 17.04.310 minimum 12 inches high with a l-^ inch stroke. 6) Carlsbad Ordinance 17.04.350 "When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life saving or firefighting purposes, a key box will be required and installed in an accessible location. The key box shall be a type approved by the Fire Code Official and shall contain keys to gain necessary access as required by the Fire Code Official." Provide a note on the plans. SHEET A-3. BASEMENT & 1^^ Floor SLAB PLANS: 1) Sheet A-3 does not correspond with the sheet description on Sheet A-1, "Sheet index"; clarify correct drawing information and provisions for basements in R2 occupancies (missing floor plan drawings for 1'' and 2"^floors). 2) Clarify exit stairway protection, which involves separating the exterior exit stain/vays 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), and 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. SHEET A-4. 3"° FLOOR AND ROOF PLANS: 1) Clarify 1-Hour shaft and elevator lobby provisions at egress balcony; revise Wall Legend to show the requirements for Fire Barriers and Fire Partitions, Refer to CBC, Sections 708.4, and 708.14.1 (exception 4. - 4.6) 2) Define the use or occupancy of every room, area, or space in each dwelling unit, Typical for all floor plans. 3) Revise all Wall Legends as shown on each drawing (floor plans); specify the type and hourly rating of each F.R. wall that's part of the design and construction of this building (fire partition, fire barrier, horizontal assembly, separation wall at egress balcony, etc.); the Wall Legend must correspond with wall markings on each floor plan, and a detail call-out indicating the sheet and detail number must also be shown on the Wall Legend (example: Sheet A-11/Detail 16). TYPICAL, all floor plan drawings. 4) Clarify exit stairway protection; refer to CBC, Section 1026.6, Exception # 2. NOTE: The openness of the exterior walkway at grade (1^' floor), and 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, TYP. 5) Clarify shaft enclosure requirements for the condition where a successive vertical opening penetrates all horizontal assemblies of the egress balcony; refer to CBC, Section 708.2 (exception 7.1 -7.7) SHEET A-7. y/' PLANS: 1) Revise all Wall Legends as shown on each drawing (floor plans); specify the type and hourly rating of each F.R. wall that's part of the design and construction of this building (fire partition, fire barrier, horizontal assembly, separation wall at egress balcony, etc.); the Wall Legend must correspond with wall markings on each floor plan, and a detaii call-out indicating the sheet and detail number must also be shown on the Wall Legend (example: Sheet A-11/Detail 16). TYPICAL, all floor plan drawings. SHEET A-8. SECTIONS: 1) 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 betweenthe egress balcony and the dwelling/sleeping units. Walls and openings must meet the same protective requirements 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/life provisions associated with the fire partition that separates the egress balcony form the dwelling/sleeping units, TYPICAL. 2) Clarify exit stainway protection; refer to CBC, Section 1026.6, Exception # 2. NOTE: The openness of the exterior walkway at grade (1*' floor), and 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. SHEET A-9. SECTIONS: 1) 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 protective requirements as required for corridors. Referto 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/life provisions associated with the fire partition that separates the egress balcony form the dwelling/sleeping units. TYPICAL. 2) Clarify exit stairway protection; refer to CBC, Section 1026.6, Exception # 2. NOTE: The openness of the exterior walkway at grade (1°' floor), and 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, TYP. SHEET A-10. DETAILS: 1) Revise details for ceiling/floor/shafts/wall assemblies to reflect all the fire/life provisions associated with the required wall separations at the egress balcony, elevator shaft, and dwelling/sleeping units, coordinate with floor plan comments, TYPICAL. 2) Revise detail A-10/6 to specify the applicable assembly number, as approved by Gypsum. Wall Board .Association, U.L., or CBC. 3) Revise detail 6/A-10 to specify required mounting height of the fire extinguisher cabinet, and clarify if this detail is used for electrical distribution panels in each dwelling unit, coordinate with note 310 on sheet E-3.1, TYPICAL. SHEET A-11. DETAILS: 1) Revise details for ceiling/floor/shafts/wall assemblies to reflect all the fire/life provisions associated with the required wall separations at the egress balconies, elevator shaft, and dwelling/sleeping units, coordinate with floor plan comments, TYPICAL. 2) Revise detail A-10/6 to specify the applicable assembly number, as approved by Gypsum. Wall Board .Association, U.L., or CBC. SHEET A-12. DOOR & WINDOW SCHEDULE/INTERIOR ELEVATIONS: 1) Revise the opening and glazing schedules to show hourly ratings applicable to all fire rated conditions. Openings must meet the same protective requirements as required for corridors. The "RATING" and "REMARKS" columns, and Door Schedule numbers must correspond with the letter/number designations that are assigned to each door and window, as shown on the floor plans, 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). SHEET A-13. MISCILANEOUS DETAILS: 1) Revise details for ceiling/floor/shafts/wall assemblies to reflect all the fire/life provisions associated with the required wall separations at the egress balcony, elevator shaft, and dwelling/sleeping units, coordinate with floor plan comments, TYPICAL. 2) Replot pipe penetration detail for clarity, Detail A-13/5. SHEET A-14. DETAILS AND FINISH PLAN: 1) The sheet is missing from the check set. 2) 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 3) 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 4) Denote all furnishings and evidence of compliance with CFC 808. 5) Provide specifications and other acceptance criteria for flame spread and smoke developed index for furniture. 6) Denote all decorative materials and trim and evidence of compliance in accordance with CFC 807.2 SHEET M0.2. MECHANICAL SCHEDULES: 1) Clarify auto shutdown requirements for all HVAC units that produce more than 2,000 CFM, revise remarks column and remarks notes to specify the provisions of CMC 609, and coordinate unit number designations with mechanical plans, and detail M-5/8. SHEET M0.3. MECHANICAL SCHEDULES: 1) Clarify the location and specific use of the "Duct Mounted Exhaust Grille" that produces 1,575 CFM. SHEET M2.3. MECHANICAL SCHEDULES: 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) SHEET M5. MECHANICAL DETAILS: 1) Revise mechanical equipment details to include fire safety provisions for HVAC auto shutdown and automatic closure of smoke/fire dampers, typical. Coordinate with mechanical plans and equipment schedules, details must show manufacture and listing information, and schematics that clearly depict wiring for control relays and connection 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 plans, typical. SHEET P1.0. PLUMBING SITE PLAN: 1) Provide Civil drawings with fire protection provisions, as approved by Fire Marshal (City of Carlsbad Fire Department). SHEET 5.1. PLUMBING DETAILS: 1) Provide pipe penetration details for every type of rated wall required on this building; include fire stopping assembly numbers (U.L., Gyp. W.B., or 3M), with applicable F & T ratings (see detail P5.1/5) SHEET E-2.1.1^' & 2^^° FLOOR PLANS: 1) Provide exit signs at mid-point of egress balconies, adjacent to the elevator lobby/shaft; occupants must be able to see exit signage where there are two separate paths of egress, typical, all floors above the level of exit discharge; revise panel schedules to circuit for exits signs. 2) Detail E-2.1/3 shows heat and smoke detection devices at the top of the elevator shaft, detection is only required when the top of the shaft is sprinkled, consult with the Sprinkler Contractor and alarm designer to verify shunt-trip requirements, refer to CFC, Sections 907.4.3 and 907.4.4. 3) Revise detail E-2.1/4 to show electrical equipment and control wiring for shunt-trip operations (relays, breakers, etc.), referto CFC, Sections, 607.5.1-5, 907.4.3, and 907.4.4. SHEET E-2.2. 3*^° FLOOR PLAN: 1) Provide exit signs at mid-point of egress balconies, adjacent to the elevator lobby/shaft; occupants must be able to see exit signage where there are two separate paths of egress, typical, all floors above the level of exit discharge; revise panel schedules to circuit for exits signs (refer to CBC, Section 1011). SHEET E-3.1. ELECTRICAL TYPICAL UNIT. PANELS. SINGLE LINE: 1) Revise electrical drawings to show single-station smoke alarms, visible alarms, and carbon monoxide detectors within ali dwelling/sleeping units; for locations and specific requirements, refer to CBC, Sections 420.1 through 420.4.4, and CBC, Section 907.2.11; also refer to CEC and NFPA 72 for design and installation requirements (revise note #11 to reflect the provisions cited in this comment) 2) Revise the electrical layout on the Unit Plans to show dedicated circuits for all fire/life safety appliances and devices (single-station smoke alarms, visible 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 fire/life safety circuits with Panel Schedules "A" and "B". 3) Add the following notes to Sheets: E-3.1, E-4.3, and E-5.1 • 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. CBC 1006 • Exit signs shall be illuminated at all times and equipped with not less than 90-minute battery backup. CBC 1011.5.3 SHEET E-4.2. PANEL SCHEDULES SINGLE LINE VILLA 51: 1) Clarify sheet description 'Villa 51", or othenwise correct to show Villa 68. 2) Add a note next to the 30 HP elevator motor, which describes the fire safety functions that must connect tothe building fire alarm system. Referto Sheet E-2.1. SHEET E-4.3. DETAILS AND SCHEDULES: 1) Revise all Notes to show the California Electrical Code (CEC) as being the correct code book for all electrical requirements associated with this project, typical. END OF COMMENTS ..1 Office Locations Orange County Corporate Branch: 2992 E. La Palma Avenue Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego Imperial Couniy 6295 Ferris Square Suite C San Dlego, CA 92121 Tel: 858.537.3999 Fax; 858.537.3990 Inland Empire 14467 Meridian Parkway Building 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Indio 44917 Golf Center Parkway Suite 1 Indio, CA 92201 Tel: 760.342.4677 Fax: 760.342.4525 OC/LA/lnland Empire Dispatch 800.491.2990 San Diego Dispatch 888.844.5060 www.mtglinc.com February 24,2012 Grand Pacific Resorts, hic. 5900 Pasteur Court, Suite 200 Carlsbad, California 92008 ProjectNo. 1916-A08 Log No. 12-157 Attention: Mr. Bmce Zelenka SUBJECT: REVIEW OF FOUNDATION PLANS Proposed MarBrisa Villa 68 & Clubhouse MarBrisa Phase II Carlsbad, Califomia Reference: MTGL, Inc, 2011, "Geotechnical Engineering Investigation, Proposed Sales, Activity and Fitness Buildings, Carlsbad Ranch, Planning Area 5, MarBrisa Phase II, Carlsbad, CA", Project No. 1916-A08, dated November 4, 2011. Attention: Mr. Bruce Zelenka We previously conducted a Geotechnical Investigation for the subject project and our findings and recommendations were presented in our report dated November 4, 2011. We have reviewed the Foundation Plans prepared by Burkett & Wong dated Januaiy 12,2012. It is our opinion that our reconmiendations presented in the reference report have been properly incorporated in the Foundation Plans. The oppoitunity to be of service is appreciated. If there is any question, please do not hesitate to contact us. Respectfully Submitted, MTGL, Inc. M. B. (Ben) Lo Chief Engineer, RGE 2088 Cc: Burkett & Wong 77P(?7V BURKETT&WONG Q-Q^ ENGINEERS Date: March, 2012 Structural Engineering • Civil Engineering • Surveying • LandPlanning 3434 Fourth Ave. San Diego, CA 92103 Phone (619) 299-5550 • Fax (619) 299-9934 Job No: 11132A.2.00 www.burkett-wong.com • info@burkett-wong.com STRUCTURAL CALCULATIONS WITH PC RESPONSES FOR CARLSBAD RANCH RESORT VILLA 68 CARLSBAD, CA NOGLE ONUFER ASSOCIATES ARCHITECTS 2398 SAN DIEGO AVE SAN DIEGO, CA 92110 /A£?o 7 d 0 BUPKETT&WONG ENGINEERS TABLE OF CONTENTS VILLA 68 DATE- MARCH,2012 ENGINEER- C.COLVIN JOB No. 11132A.2.00 DESIGN LOADS JOISTS WALLS /POSTS LATERAL ANALYSIS/DRAGS AND CHORD PERFORATED SHEARWALLS GRADE BEAMS BEAM LAYOUT SCHEMATIC Al B1-B13 C1-C13 D1-D13 D14-D21 E1-E6 E7-E9 V^-./c. ^ eURKETT&WONG A I CMniMCCDC SHEET ' A I DAtE ENGINEERS ENGR__r:^rzr: JOB NO. PROJECT /(j^^^C e C^/\)^^. S- s-a CU"^ 2c fi.>t3 Gt> f^V <£1 'J>^ l-co. , >-t-T 1 Ops> l,.o =- 2c ^-j^^ Boise Cascade BC CALC® 3.0 Design Report - US Build 517 Name: f.-jress: City, State, Zip;, Customer Code reports: ESR-1336 Single 9-1/2" BCI® 6500-1.8 DF 1 span I No cantilevers | 0/12 slope 24 OCS I Non-Repetitive | Glued & nailed construction File Name: Villa 68 Description: Typ BCI Floor Joist Specifier. Designer: Company: Misc: Jolst\Typ BCI Floor Joist Monday, September 19, 2011 nm i i i i i i i I i i i i i i i iTii iiiiiil TTTT 13-03-00 BO, 3-1/2" LL 530 Ibs DL 530 Ibs B1, 3-1/2" LL 530 Ibs DL 530 Ibs Total Horizontal Product Length = 13-03-00 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 1 Standard Load Unf. Area (psf) L 00-00-00 13-03-00 40 40 Controls Summary Value V. Allowable Duration Case Span Pos. Moment 3,273 ft-lbs 93.4% 100% 1 1 - Internal End Reaction 1,060 lbs 77.1% 100% 1 1 - Left End Shear 1,013 Ibs 64.3% 100% 1 1 - Left Total Load Defl. L/369 (0.416") 65.0% 1 1 Load Defl. L/739 (0.208") 48.7% 1 1 , > Defl. 0.416" 41.6% 1 1 Span / Depth 16.2 n/a 1 % Allow % Allow Bearing Supports Dim. (L X W) Vaiue Support Member Material 115% 133% 125% BO 81 Notes Wall/Plate Wall/Plate 3-1/2" X 2-9/16" 3-1/2" X 2-9/16" 1,060 lbs 1,060 Ibs n/a n/a n/a n/a Unspecified Unspecified 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 load defiection criteria. Composite El value based on 23/32" thick sheathing glued and nailed to joist. 24 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 bulldlng codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJS™, ALUOIST®, BC RIM BOARD™, BCI®, BOISE GLULAM™, SIMPLE FRAMING SYSTEM®, VERSA-LAM®, VERSA-RIM PLUS®, VERSA-RII«®, VERSA-STRAND®, VERSA-STUD® are trademarks of Boise Cascade Wood Products L.L.C. Page 1 of 1 &2_ Typ Deck Floor Joist 1 1/2" X 5 1/2" 1.6E Solid Sawn Douglas Fir #2 @ 24" o/c TJ-BBam® 6 35 Serial Number 7005102680 user 2 mmm 10 49,7 AM JHIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version 6 35 0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Pioduct PM<jiamis Conceptii.)!. LOADS: Analysis Is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 39.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uptiftrrotal 1 Stud wall 3.50" 3.50" 240 / 234 / 0 / 474 By Others None 2 Stud wall 3.50" 3,50" 240 / 234/0/474 By Others None DESIGN CONTROLS: Maximum Design Control Result Location Shear (Ibs) 441 -356 990 Passed (36%) Rt. end Span 1 under Floor loading Vertical Reaction (Ibs) 441 441 2231 Passed (20%) Bearing 2 under Floor loading Moment (Ft-Lbs) 616 616 824 Passed (75%) MID Span 1 under Floor loading Live Load Defl (in) 0.053 0.186 Passed (L/999+) MID Span 1 under Floor loading Total Load Defl (in) 0.104 0.279 Passed (L/645) MID Span 1 under Floor loading -Deflection Criteria; STANDARD(LL:U36G,TL:Ly240). -Allowable moment was increased for repetitive member usage. -Bracing(Lu): All compression edges (top and bottom) must be braced at 6' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve memiaer sfability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is oulput from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have bieen provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or ILevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumtier material listed above. PROJECT INFORMATION: Villa 53 OPERATOR INFORMATION: Burkett&Wong Eng ^"opyi i<ll)i :Mit9 by li.evel , federal Way, WA. M:MRO.ri::':l\i;r.iii!l F.icirir I<t...snrrs\Ui6luA Viltds M b2 5-T\sttij.-;r:ur3l\Calcs\timt)er\Tvp 'incV. loisc.ims I Boise Cascade Single 3-1/2" x 9-1/2" VERSA-LAM® 2.0 3100 DF BC CALC® 3.0 Design Report - US Build 517 Name: (^odress: City, State, Zip:, Customer: Code reports: ESR-1040 1 span I No cantilevers 10/12 slope 04-00-00 OCS File Name: Villa 68 Description: FB02 Specifier: Designer: Company: Misc: I2>3> Floor Header\FB02 Monday, September 19, 2011 lr„_* i-.-- •» * . » .t «- - « * T- • - . -. .- , - I J -p OH BO, 3-1/2" LL 3,702 Ibs DL 1,576 Ibs Bl, 3-1/2" LL 2,698 Ibs DL 1,175 Ibs Total Horizontal Product Length = 10-00-00 Live Dead Load Summary Tag Description Load Type Ref. Start End 100% 90% Snow Wind Roof Live 115% 133% 125% OCS Standard Load Unf. Area (psf) L Unf. Lin. (plf) L 00-00-00 10-00-00 00-00-00 06-00-00 100 400 40 160 Controls Summary Value % Allowable Duration Case Span Pos. Moment End Shear Total Load Defl. Load Defl. , .xDefl. Span / Depth 11,049 ft-lbs 4,044 Ibs L/323 (0.355") L/461 (0.248") 0.355" 12.1 79.2% 64.0% 74.4% 78.1% 35.5% n/a 100% 100% i 1 - Internal 1 - Left Bearing Supports Dim. (L X W) Value % Allow Support % Allow Member Material BO Post B1 Post 3-1/2" X 3-1/2" 3-1/2" X 3-1/2" 5,278 lbs 3,873 Ibs n/a n/a 57.5% 42.2% Unspecified 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 load deflection criteria. 04-00-00 n/a Disclosure Completeness and accuracy of Input must be verified by anyone who wouki rely on output as evktence of suitability for particular application. Output here based on buikling 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™, ALUOIST®, 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 Typ header at deck - 9'-6" 5 1/2" X 7 1/2" 1.6E Solid Sawn Douglas Fir#1 TJ-Beam® 5 35 Serial Number 700S102680 user 2 10/16/2009 10 48 36 AM JHIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine version 6 35 0 CONTROLS FOR THE APPLICATION AND LOADS LISTED I 4-- r 6" Pl oduct Di<t<|i Ml) is Conteptii^l. LOADS: Analysis is for a Header (Flush Beam) Member Tributary Load Width: 4' Primary Load Group - Residential - Living Areas (psf): 60.0 Live at 100 % duration. 40 0 Dead SUPPORTS: 1 Stud wall 2 Stud wall Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 3 50" 1.50" 1140/807/0/1947 By Others None 3.50" 1.50" 1140/807/0/1947 By Others None DESIGN CONTROLS: Maximum Design Control Result Shear (Ibs) 1878 -1571 4675 Passed (34%) Moment (Ft-Lbs) 4304 4304 5801 Passed (74%) Live Load Defl (in) 0.123 0.306 Passed (L/893) Total Load Defl (in) 0.210 0.458 Passed (L/523) Location Rt. end Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Deflection Criteria. STANDARD(LL:L/360,TL:L/240). •Bracjng(Lu): All compression edges (top and bottom) must be braced at 9' 6" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has nol been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: Carisbad Ranch Villa 53 OPERATOR INFORMATION: Buritett&Wong Eng 'V,pv: I'jht ;or.q ty U.'V.,! , Federal Way. WA. M-. MHOJE'.'rXr.rarnl p.i.uir P.;.5or' .sM "f IRA Villas '.vl =i.tSstrucrur.jl\CaI.~sM imb.;r\Tyf deck header .n birt wan.:,iti.= Header at Ext walk 5'-0" 3 1/2" X 7 1/4" 1.6E Solid Sawn Douglas Fir #2 TJ-Beam® 6 36 Serial Number 7005102680 user 2 10/16/2009 ,0 50 41 AM JHIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engme Version 6 35 0 CONTROLS FOR THE APPLICATION AND LOADS LISTED fl0 Pioduct Did<ji4m is Conceptii.)!. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 4' Primary Load Group - Residential - Living Areas (psf): 100.0 Live at 100 % duration, 40.0 Dead SUPPORTS: 1 Stud wall 2 Stud wall Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 3.50" 1.50" 1000 / 415 / 0/1415 By Others None 3.50" 1.50" 1000/415/0/1415 By Others None DESIGN CONTROLS: Maximum Design Control Result Shear (Ibs) 1321 -908 3045 Passed (30%) Moment (Ft-Lbs) 1541 1541 2905 Passed (53%) Live Load Defl (in) 0.024 0.156 Passed (L/999+) Total Load Defl (in) 0.034 0.233 Passed (L/999+) Location Rt. end Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Deflection Criteria: STANDARD(LL:U360,TL:U240). Additional checks follow. -TL:0.313" -Bracing(Lu): All compression edges (top and bottom) must be braced at 5' o/c unless detailed othenwise. Proper attachment and positioning of lateral bracing Is required to achieve member stability. -The aiiowabie shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NOS for applicability of Increase. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, Input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel® Associate -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. SolW sawn lumber analysis is In accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: Villa 53 OPERATOR INFORMATION: Burkett&Wong Eng M,p,'ii,l,i hi il.cj.-I , FiL-tliT.-il Way. WR. H: Mic:. IF'-T\Ul.ln. I la, ill..- K.; .si ir r s \ | Ofl VlUa.s 51 =.3\;ltru<7tijrai\Calcs\t imb,fr\Typ pxr walklidr btt. Boise Cascade Single 3-1/2" x 9-1/4" VERSA-LAM® 2.0 3100 DF BC CALC® 3.0 Design Report; - US Build 517 Name: . ..idress: City, State, Zip:, Customer: Code reports: ESR-1040 1 span I No cantilevers | 0/12 slope 04-00-00 OCS File Name: Villa 68 Description: FBOS Specifier: Designer: Company: Misc: Floor Header\FB05 Monday, September 19, 2011 i„ i L L LA LA^L 1 :iii._Ll.a. J._Xi^^i_I_I._.Ll^Xl lA^.. LA.A.± u BO, 3-1/2" LL 1,600 Ibs DL 673 Ibs 08-00-00 Bl, 3-1/2" LL 1,600 Ibs DL 673 Ibs Total Horizontal Product Length = 08-00-00 Load Summary Tag Description Load Type Raf. Start End 100% 90% 1 Standard Load Unf. Area (psf) L 00-00-00 08-00-00 100 40 Controls Summary value % Allowable Duration Case Span Pos. Moment 4,041 ft-lbs 30.4% 100% 1 1 - Internal End Shear 1,669 Ibs 27.1% 100% 1 1 - Left Total Load Defl. U1,010 (0.09") 23.8% 1 1 Live Load Defl. L/1,435 (0.063") 25.1% 1 1 < Defl. 0.09" 9.0% 1 1 jn / Depth 9.8 n/a % Allow % Allow Bearing Supports oim. (L x W) Value Support Member Material BO Post 3-1/2" X 3-1/2" 2,273 Ibs n/a 24.7% Unspecified B1 Post 3-1/2" X 3-1/2" 2,273 Ibs n/a 24.7% Unspecified Notes Live Dead Snow Wind Roof Live 115% 133% 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 load deflection criteria. 04-00-00 Disclosure Completeness and accuracy of input must be verified by anyone who wouki reiy on output as evkience of suitability for particujiar application. Output here based on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in acconJance 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 LL.C. Page 1 of 1 I Boise Cascade BC CALC® 3.0 Design Report - US Build 517 Name: , .ddress: City, State, Zip:, Customer: Code reports: ESR-1040 Single 3-1/2" x 9-1/2" VERSA-LAM® 2.0 3100 DF 1 span 1 No cantilevers | 0/12 slope Floor Beam\FB06 Monday, September 19, 2011 FUeName: Villa 68 Description; FB06 Specifier: Designer: Company: Misc: BO, 3-1/2" LL 2,500 Ibs DL 2,543 Ibs Bl, 3-1/2" LL 2,500 Ibs DL 2,543 Ibs Total Horizontal Product Length = 10-00-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf. Area (psf) L 00-00-00 10-00-00 40 40 Controis Summary value % Allowable Duration Case Span Pos. Moment 11,478 ft-lbs 82.2% 100% 1 1 - Intemal End Shear 3,950 Ibs 62.5% 100% 1 1 - Left Total Load Defl. L/304 (0.376") 78.8% 1 1 Live Load Defl. L/614 (0.186") 58.6% 1 1 (Defl. 0.376" 37.6% 1 1 jn 1 Depth 12.1 n/a % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material BO Post 3-1/2" X 3-1/2" 5,043 Ibs n/a 54.9% Unspecified Bl Post 3-1/2" X 3-1/2" 5,043 Ibs n/a 54.9% 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 load deflection criteria. 12-06-00 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evkience 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 acconlance 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™, ALUOIST® , BC RIM BOARD™. BCI® , BOISE GLUUM™, SIMPLE FRAMING SYSTEM®, VERSA-LAM®, VERSA-RIM PLUS®, VERSA-RIM®, VERSA-STRAND®, VERSA-STUD® are trademarits of Boise Cascade Wood Products L.L.C. Page 1 of 1 Party wall header 3-0" X 5 1/2" 1.6E Solid Sawn Douglas Fir #1 5 1/2' TJ-Beam«)6 35 Serial Number 7006102680 user 2 10,16/2009 11 03 59 AM JHIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version 6 35 0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Pioduct Oi.Mji.)nt is ConceptiMl. LOADS: Analysis is for a Header (Flush Beam) Member Tributary Load Width: 25' 6" Primary Load Group - Residential - Living Areas (psf): 40 0 Live at 100 % duration, 25.0 Dead, 15 0 Partition SUPPORTS: 1 Stud wall 2 Stud wall Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 3 50" 1 50" 1530 /1541 / 0 / 3071 By Others None 3.50" 1.50" 1530/ 1541 /0/3071 By Others None Location Rt. end Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading DESIGN CONTROLS: Maximum Oesign Control Result Shear (Ibs) 2730 -1535 3428 Passed (45%) Moment (Ft-Lbs) 1820 1820 3120 Passed (58%) Live Load Defl (in) 0.010 0.089 Passed (L/999+) Total Load Defl (in) 0 019 0 133 Passed (U999+) -Deflection Criteria. STANDARD(LL;U360,TL L/240). Additional checks follow. -TL:0.313" -Braclng(Lu): All compression edges (top and bottom) must be braced at 3' o/c unless detailed otherwise Proper attachment and positioning of lateral bracing Is required to achieve member stability -The allowable shear stress (Fv) has not been Increased due to the potential of splits, checks and shakes. See NDS for applicability of Increase ADDITIONAL NOTES: -IMPORTANTI The analysis presented Is output from software developed by iLevel®. ILevel® warrants the sizing of Its products by this software will be accomplished in accordance with ILevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an ILevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is In accordance with 2001 NDS methodology -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: Carlsbad Ranch Villa 53 OPERATOR INFORMATION: Burkett&Wong Eng »: > I'B' I IE' TUIr iMl I', v.; I , ^'.-d.'t , 1 w,y. WA. ! • Ht'snr t 6\ I "f.l r'A Villas imh.?r'vrvr. party wall .irr lidr. DATE i^fiURKOT&VONG ^ ENGINEERS ENGR. SHEET_ JOB NO. 5^ PROJECT 19 vw - ^*pt^ I 'I BVVE^ CEC Curved Beam Villa 68 SK-1 Aug 26, 2011 at 11:10 AM balcony curved support.rSd 15i\ X Y BWE CEC Curved Beam Villa 68 SK-2 Aug 26, 2011 at 11:10 AM balcony curved support.r3d Company Designer Job Number BWE CEC tbi'2- Curved Beam Villa 68 Aug 26, 2011 11:14AM Checked By:. 8as/c Load Cases BLC Description Category X Gravity Y Gravity _Z-Srayity J-fiinL Point Distributed Area(Me... Surface(P.. 1 DL None 1 3 2 LL None 1 3 Joint Boundary Conditions Joint Label Xlk/lnl Ylk/inl Zlk/inl X Rot.lk-ft/radl Y Rotlk-ft/radl Z Rot.lk-ft/radl Footina 1 Nl Reaction Reaction Reaction 2 N5 Reaction Reaction Reaction 3 N3 Reaction Reaction Reaction 4 N6 Reaction Reaction Reaction 5 NIO Reaction Reaction Reaction 6 N12 Reaction Reaction Reaction 7 N8 Reaction Reaction Reaction 8 Nil Reaction Reaction Reaction Member AISC 13th(360-05): ASD Steel Code Checks LC Member Shaoe UCMax Locfftl Shear UC Locfftl Dir Pnc/om Ikl Pnt/om fkl Mnw/om. Mnzz/om.. Cb Ean i 1 j 1 Ml HSS8X6X4 .137 7.984 .038 8.094 V 151.354 184.269 31.72 42.129 1.377 Hl-lb 2 j 1 M2 HSS8X6X4 .137 7.984 .038 8.094 y 151.354 184.269 31.72 42.129 1.377 Hl-lb 3 1 M3 C10X20 .567 12.5 .047 25 V 4.693 126.754 3.787 10.744 1.097 H1-1b 4 _ r 5 1 M4 HSS8X6X8 .322 8.021 .037 8.021 y 189.776 250.023 44.811 54.728 1.376 Hl-lb 4 _ r 5 1 M5 HSS8X6X8 .322 8.021 .037 8.021 V 189.776 250.023 I44.8II 54.728 1.376 Hl-lb Joint Coordinates and Temperatures Label X[ftl Y[ft] - .Zif!]„ TempiFJ Detach From Diap... 1 Nl 0 0 0 0 2 N2 0 10.5 0 0 1 3 N3 25 0 0 0 4 N4 25 10.5 0 0 5 N5 0 8 0 0 6 N6 25 8 0 0 7 N7 8 10.5 0 0 8 N8 8 4.5 0 0 9 N9 17 10.5 0 0 10 NIO 17 4.5 0 0 11 N11 8 -3.5 0 0 12 N12 17 -3.5 0 0 Joint Deflections LC Joint Labti Xfinl Y[in] Zfin] X Rotation [rad] Y Rotation frad] Z Rotation frad] 1 1 Nl 0 0 0 8.259e-4 0 0 2 1 N2 0 0 -.069 -2.502e-3 0 0 3 N3 0 0 0 8.259e^ 0 0 4 N4 0 0 -.069 -2.502e-3 0 0 5 1 N5 0 0 0 -1.71 e-3 0 0 6 N6 0 0 0 -1.71 e-3 0 0 7 1 N7 0 0 -.381 -2.502e-3 1.79e-3 0 8 1 N8 0 0 0 -3.014e-3 1.79e-3 0 9 1 N9 0 0 -.381 -2.502e-3 -1.79e-3 0 10 1 NIO 0 0 0 -3.014e-3 -1.796-3 0 11 1 N11 0 0 0 0 1.79e-3 0 12 1 N12 0 0 0 0 -1.79e-3 0 RISA-3D Version 9.1.0 [M:\...\...\...\CALCS\balcony curved support.r3d] Page 1 Company Designer Job Number BWE CEC Curved Beam Villa 68 Aug 26, 2011 11:14AM Checked By: Joint Reactions (By Combination) LC Joint Label ^xiki 0 -^-Yfisi ^- 0 MX fk-ft] . MY [k-ft] m mi -1 1 1 Nl ^xiki 0 -^-Yfisi ^- 0 -.721 0 0 0 2 1 1 N5 0 0 3.029 0 LOCKED 0 3 1 N3 0 0 -.721 0 0 0 4 N6 0 0 3.029 0 LOCKED 0 5 1 NIO 0 0 5.162 0 0 0 6 1 N12 0 0 -2.212 0 0 0 7 1 N8 0 0 5.162 0 0 0 8 1 Nil 0 0 -2.212 0 0 0 9 1 Totals: 0 0 10.516 10 1 COG (ft): X: 12.5 Y: 10.5 Z:0 Load Combinations Description SolvePD... SR.. D+L lYesLY" I BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor Member Distributed Loads (BLC 1: DL) Member Label Direction Start Magnitude(k/ft,d.. End Maqnitudefk/ft.d... Start Locationfft.%] End Locationfft,%] 1 M3 Z -.168 -.168 0 2 M3 z -.096 -.096 17 25^ . 3 M3 z -.096 1 iQ96 _ _0 1... 8 .. J Member Distributed Loads (BLC 2 •LL) Member Label Direction Start Magnitudetk/ft,d.. End Magnitudefk/ft.d... Start Locatlon[ft.%] End Locatlonfft.%] 1 M3 z -.14 -.14 0 0 2 M3 z -.08 -.08 0 8 1 3 M3 z -.08 -.08 17 _25.. .1 RISA-3D Version 9.1.0 [M:\...\...\...\CALCS\balcony curved support.r3d] Page 2 Wood Post Design Project: Post: Villa 53 HD-4 Job #: 10648A Date: 10/16/2009 Dimensions Height: Shape: S A w Conditions Orienlalion Top fixity: Bot. fixity: Stress: l^unbracerj Cd 6x8 51.56 in 41.25 in*" 193.36 in" 10.03 Ib/ft major axis pinned pinned DFir No 1 9 1.33 Loads Pamat DL lefl Paxial LL left eccentricity psi' specify Wel service 22100 lbs Ibs In 1.00 1200 no eccentricity Ibs Ibs in W«,„al (Ib/ft) (deflection at specified height) F„ 85 Fc 1000 E 1600000 AM no Output AM 0 w„ 0 Pa 22190.2 Mbononi max 0 M top rriax 1841.67 1841.7 Ib.ft '-'req'd Afeqd d/b 13.85 in 21.62 in' 1.364 Mallow ^allow Fallow 6815.1 Ib.ft 4663.3 Ibs. 33722.4 Ibs. Unity: M+P I 0.583| Reactions: R, p axial I 22190|lbs l^fop lateral Rbol lateral 205 -205 Ibs Ibs -*midspan tot ^specify lot 0.052 0.015 in in @\ 1.00|ft. or or U 2073.9 U 7083.6 Status: Notes: Axial and Bending OK Drift OK Deflection OK No additional lateral suppon required. d/b<2 Slenderness ratio of member OK Deflection criterea Is tiased on L/180 maximum for lotal load, and drift is based on 0 05'h for tolal deflection and displacement Analysis does not include the following adjustment factors: 0,, Cf. C,. See NDS 1997 for more information DATE. ;6/. <i>fiUPKETT&WONG ENGfi. ENGINEERS PROJECT SHE£T_ C2- JOB NO. / I*** (-2.^ c3 Oct 16. 2009 at 11:09 AM CH Loaris LC I. D*L+W Oct 16, 2009 at 11:09 AM 1st fir stud bearing ext.rSd Beam M1 Shape Maienal Length I Joiril J JomI 3X4 DF Urch Stt Nl N2 Dy In Co<leCfiect< 0.899 fbendingj Reporl Based On 97 Secbons . 551 at 4 5 R 733 at 0 fl Vy .24 al 0 n -24at9n Mz k-ft - 54 at 4.5 ft fa .084 at 0 ft kal 1 27al4 5tt -1 27at4 5ft NDS 2005 Code Check Max Bending Check 0.&99 Localion 4,5 M Equation 3.9-3 CD 1,3 f'E 3,aSG Cr 1 cru 1,1 Ff Fbr Man Shear Check Location Ma> Oefl Ratio CL 1 CP .236 .475 1 1.15 1_ 1 1^ Z-fti"" 111 •—1 1.755 1 1 1-5 1 _ • 1 BITl^l 1 1 IWO _1 1 0.176 tyj Ofl U196 Lb le/d Sway Le-Bending Top Le-Bflrvding Bol Y-Y 3ft 9.6 No Z-Z att 30,657 No Zfl 2n FiBSUlIS lor LC 1 D*L*W Oct 16, 2009 at 11:12 m 1st fir slud bearing ext.r3d C Beam M1 Shape Material Length I Joinl J Joint 2X6 DF Larch 911 N1 N7 Dy Dx In CoUe Chech 0-614 jbendmgj Report Based On 97 Sectfons -.237 al 4.5 ft 733 al D rt Vy .24 at 0 rt -,24aiaft Vi Mz k-ft k-ft My k-ft -54 •14.5 ft .S57 al 4 5 ft 069 at 0 ri fc ksi -e57at4 5fl WDS 2005 Code Chock Msx Bending Check 0.614 Location 4.5 ft Equation 3.9-3 CD 1 3 RB 7.659 Cr 1 cru 1.15 Fbi' Fb2' E Max Shear Check Location Max Defl Ratio CL 1 CP ,578 CF ,— —1 .972 1 1 1-1 ,— —1 .972 ~L --1.3 K— — 1jai 1 t IJ 1.T4B 1 1 t.3 ifijflT- — 1 1 'iSflO 1 J 0.186 (V) Off L/4 56 Y-Y 2-Z Lb 2fl 9tl le/d 16 19 636 Sway No No Le-Bending Top 2 ft Le-Beriding 0o1 2 fl ce- Oct16, 2009 at 11:10 AM 1st fir stud bearing int.r3d 77^. Z X Loads LC 1 D+L Oct 16, 20(^at 1^:1 OAM 1st fir stud bearing Int.rSd an Beam: M1 Shape: 2X4 Material: DF Larcti Length: Sft 1 Joint: N1 J Joint: N2 Dy in Dz in Code Check: 0.476 (bending) Report Based On 97 Sections 1.161 atOft Vy Vz k-ft Mz k-ft My k-ft .221 at 0 ft fa fc ksl ft ksi ksi NDS 2005 Code Check Max Bending Check 0.476 Location 0 ft Equation 3.6.3 CD 1 Cr 1 RB Cfu 4.32 1.1 Max Shear Check Location Max Defl Ratio CL 1 CP .269 ^ (ksi) Cnn Fc' .464 1 Ft' 1.013 1 Fbi' 1.5 1 Fb2' 1.65 1 Fv' .18 1 E' 1700 1 Ct CF M5 _l-5 1^ 1.5 0.000 (z) Oft L/1 OOOO Lb le/d Sway Le-Bending Top Le-Bending Bot Y-Y 4ft 32 No Z-Z Sft 30.857 No 1 ft 1 ft Oct^. 2009 at 11:11 AM 2nd fir sfud bearing ext r3d Z X Loaris LC I r+L Oct 16, 2009 at 11:11 AM 2nd ftr stud bearing ext.rSd Beam- M1 Shape. Material Leriglh I Join[ J Joint 2X4 •F Larch 9ft NT N2 Dy in in Code Check 0.59^ (bending) Report Based On 97 Sections 1 447 at 0 fl k-ft Mz h-fl My K-rt 276 at 0 tl fc ksl fl kSL fa yVDS 2005 Cotie Chech Max Bending Check 0.694 Location 0 ft Equatron CO Cr RB 4.32 CfLi 1.1 (ksij Cm Fc' 464 1 Ft' 1.013 1 Fb1' 1.5 1 Fb2' 1,65 1 FV 1 E 1700 1 Cl Max Shear Check Location Max Oefl Ratio CL 1 CP 269 CF 1.15 1-5 _1S 1.6 0.000 (z) Oft L/1 OOOO Y-Y Z-Z Lb 4 ft 9!t le/d 32 30,657 Sway No No Le-Bending Top 1 fl Le-8ending Bot 1 ft DATE. SHEET, P JOB NO. ENGR-^^£i= — PROJECT \/ V r I I "5 5- I : D 1^ ^ ' I (Vv ^ .2^ Ac i^.l -W-'S -•»'3.\ 71.11. DATE ENGR \7hh2—— ©BURKEn&WONG SHEET_ D2 JOB NO. PROJECT \/ O 1 ,1, <.^ y ^ s V DATE ENGR_ PROJECT # BURKETT&WONG ENGINE ERS SHEET JOB NO. Pb (E) -- c—r X) I 1 =1 D oi p f : Hi': , f i 6. /'7 ' DAIE. ^ BURKETT&WONG ENGINEERS ENGR. SHEET_ JOB NO. PROJECT .6' ROOF A. A Line A trib (ft^2) This level Force (k) Length of wall (ft) Net forces Min force Design Force Shear/ft Shear/ft Shear/ft Shear/ft 0 0 0 B 328 3.0 15 200 200 271 271 ~C 429.4 3.9 12 327 327 271 327 D 355.3 3.2 14 232 232 271 271 E 429.4 3.9 15 261 261 271 271 F 474.9 4.3 12 361 361 271 361 G 446.25 4.1 13 ~ 313 313 271 313 H 474.9 4.3 12 361 361 271 ^ 361 1 429.4 3.9 15 261 261 271 271 J 355.3 3.2 14 232 232 271 271 K 429.4 3.9 13 301 301 271 301 L 328 3.0 16 187 187 271 271 0 0 0 4480.25 Total Area Force/Floor (k) Total length of wall Fv 0.162 40.88 151 This level Net forces Min force Design Force Line HI'? Force (k) Shear/ft Shear/ft Shear/ft Shear/ft 4 1860.113 7 2620.138 wall (ft) Total Area Force/Floor (k) Total length of wall Fv 0^162 4480.25 12.9 18.1 31 42 35 306 518 403 306 403 518 403 403 518 77 2,. 3RD This level Net forces Min force Design Force Line A trib (ft'^2) Force (k) Length of wall (ft) Shear/ft Shear/ft Shear/ft Shear/ft A 198 1.5 13 117 117 221 221 B 432 3.3 15 221 421 492 492 C 429.4 3.3 12 275 602 492 602 D 355.3 2.7 14 195 427 492 492 ~E 429.4 3.3 15 220 481 492 492 F 474.9 3.7 12 304 665 492 665 G 446.25 3.4' 13 264 577 492 577 H 474.9 3.7 12 304 665 492 665 1 429.4 3.3' 15 220 481 492 492 J 355.3 2.7 14 195^ 427 492 492 K 429.4 3.3 13 254 555 492 555 L 432 3.3 16 208 395 492 492 M 198 1.5 13 117 117 221 221 Total Area 5084.25 Force/Floor (k) 39J}8 Total length of wall 177 Fv 0.162 This level Net forces Min force Design Force Size wall Line A trib (ft'^2) Force (k) '"^"^'II?^ Shear/ft Shear/ft Shear/ft ^ ' wall (ft) Shear/ft Size wall 2 924 4.8 32 150 150 659 659 4 1860.113 9.6 42 229 536 659 659 7 2620.138 13.6 35 388 906 659 906 Total Area Force/Floor (k) Total length of wall Fv 0.162 5404.25 28 109 I r 2ND Line A B C D E G "H I J K L M Total Area Force/Floor (k) Total length of wall Fv 0.162 This level Net forces Min force Design Force A trib (ft'^2) Force (k) Length of wall (ft) Shear/ft Shear/ft Shear/ft Shear/ft 198 0.8 13 59 176 331 331 432 1.7 15 111 532 602 602 429.4 1.7 12 138 739 602 739 355.3 1.4 14 ~ 98 524 602 602 429.4 1.7' 15 ~ 110 '591 602 602 474.9 1.8 12 152 817 602 817 446.25 1.7 13 132 709 602 709 474.9 1,8 12 152 817 602 817 429.4 1.7 15 110 591 602 602 355.3 1.4 14 98 524 602 602 429.4 1,7 13 127 682 602 682 432 1,7 16 104 498 602 602 198 0.8 13 59 '176 331 33T 5084.25 19.54 177 This level Line A trib (ft'^2) 2 924 2.4 32 75 224 788 4 1860.113 4.8 42 115 651 788 7 2620.138 6.8 35 194 1100 788 Net forces Min force Design Force Shear/ft Shear/ft Shear/ft 788 788 1100 Total Area Force/Floor (k) Total length of wall Fv ' 0.162 5404.25 14 109 Force 2nd Dead Length Overturning HD forces 2(1) 788 1472 18 Carlsbad Ranch Villa 68 Shearwall Sizes j2nd 1 1 '3rd j Roof ' ' A 347 jSE 231 l6E 0 OA M 347,6E 231 6E 0 OA B 633 ;3E 517 4E 286 6E B D 633 3E 517 4E 286 6E B J 633,3E 517 4E 286,6E B L 633 3E 517:4E 286 ;6E B K 682 3E 555 4E 301 6E B G 709 3E 577 4E 313,6E B C 739|3E 602:4E 327 ;6E 1^ E 80612E 656 !3E 356 |6E !c 1 806,2E 656 3E 356 |6E iC F 817i2E 665i3E 361 iSE \c H 1 817>E 665 3E 36116E c 4, 833 i2E 1 711,3E 373 i6E ,c 7! 1100i2E 906:2E 51BI4E D 2| 122!6E ; o! 0 o! OIE A 1./ 10/16/2009 Burkett & Wong Engineers rk C7 Carlsbad Ranch Villa 66 Shear Wall Hold Downs Allowable Line 2nd V this floor Vnet C(K) 3rd T(K) V this floor Vnet C(K) ' T{K) roof V this floor Vnet C(K) T(K) 2 87 528 10.57 ia35" 441 441 4;81 4.59 " 0 0 0.00 0.00 4 87 595 15.22 15.04 241 508 8.61 8.43 267 267 2.96 2.79 4 87 595 14.14 13.57 241 508 8.00 7,42 267 267 2.75 2.18 7 139 786 22.53 22.44 277 647 1271 12.62 370 370 4.62 4.54 7 139 786 19.54 19.31' 278 648 11.03" 10.79 370 370 4.01 3.78 Allowable 2nd 3rd roof Line A V this floor Vnet 79 237 C(K) 4.25 T(K) 3,48 V this floor Vnet 158 C(K) 158 T{K) 1.70 0.93 V this floor Vnet 0 C(K) 0 T(K) 0.00 0.00 M 79 '430 '10.39' 8.64 158 351' 5.81 '4.05 193 193 2.06 0.31 L 98 528 ' i2'.70' 10.94 1'96 430 7.07 5.31 233 233 2.49 0.73 E 79 '430 10'49 8.96 158 351' 5.86 4.33 193 193 2:08 0.55 1 79 430 10.39 8.64 15'8 351 5.81' 4.05 193 193 • 2.06 o'.'si' B 109 584 i4.05 '12:29 217 475' 7.82' 6.06 258 258 2.75 0.99 b 94 506 12.38 10.95 188 412 6.89 5.46 224 224 2.42 1.00 J 109 584 14.05 12.29' 217 475 7.82 6.06 258 258 2.75 0.99 K 79 430 10.39 8.64 158 351 5.81 4.05 193 193 2.06 0.31 G 79 430 '10.49 8.96 158 351 5.86' 4T33 193 193 2.08 0.55 C 91 487 1172 9.97 181 397 6.53 4J7 215 2'15 2.30 0.54 F 79 430 10.39 '8.64 158 351 5.81 4.05 193 193 2.06 0.31 H 79 237 4.25 3.48 158 158 1.70 0.93 0 0 0.00 6.00 h 10/16/2009 / Burkett & Wong Engineers CEC Carlsbad Ranch Villa §8 Shear Wall Hold Downs Allowable Line C(K) T(K) 0(2) Sluds T(K) DIa HD reg 0.43 A 4.25 3,48 4x6 HbU4-SDS2.5 DIa HD reg 0.43 H 4.25 3.48 4x6 H0ij4-SDS2.S 0.43' M 10.39 8.64 6x8 Hbui1-SDS2.5 0.67' i 10.39 8.64 6x8 HDUli-SDS2.5 0.67' K 10.39 8 .64 6x8 Hbui1-SDS2.5 0.67 f-10.39 '8.64 6x8 " HDU11-'SDS2.5 0.67 E 10.49 6 96 6x8 HDU11-SDS2.5 0 68 G 10.49 8.96 6x8 Hbui1-SDS2.5 068 C' 11.72 9.97 6xi3 HDU11-SDS2.5 6.72 2.00 10 57 10.35 6x8 iHDLI11-SbS2.5 073' L 1270 . 10.94 6x8 HOU11-SOS2.5 0.76 12.38 10.95 6x8 HDU11-SDS2.5 0.76 4 00 1444 r3.75 6x8 tidut4-SDS2.S 'd 85 ' B 14.05 12.29 6x8 hdu14-SDS25 0.80 J 14.05" 12.29 6x8 hdii14-SDS2.5 0.80 4 00 1522 15 04 6x8 cuslom (189 7.00 19.54 19.316x8 " custom 1 00 700" 22 53 22.44 6x8 custom 1 08 I" ? Jr Installed anctior 0.88 0,88 O.M 0^88 0,88 0,88 0,88 0.88 088 0.88 088 0.88 ' 0 8 8' 0.88 0.88 (2J 7/8 (2)7/8 (2) 7/8 3rd T{K) 093 0^93 405 405 4.05 405 433 4 33 4 77 4.59 5.31 5^46 6,73 6.(36 6.M 7.68 1079 12,62 C(2) sluds 3x6 3x6 4x6 4x6 4x6 4x6 4x6 4x6 4x6 4x6 4x6 _ 4x6 4x6 4)t6 4x6 6x6 6x6 6x6 50 gr strap) 3" 003 ' 0,03 _ jj.13'_ 0'13 ai3_ 0.13 0 13' 0 13 015 0 14 016 0 17_ '021 019 024_ 0.33 6,39' wide X mHs 'J 9,56 9.56 41.6f 41.67 4li7 41_67' 44.51 44.51 49.07 47.26 _ 54.67 l56,j9" 89.25 62^ 82.38 3.49 490 5,73 strap mslc28 nislc28 cmsl14 cmstu CII1SM4 cmst14 cmsl14 cmst14 cmst14 cmsl14 cmsl14 cmsl14 cmstl2 cmsli2 cmst12 (2) HDU14 (2) HDU 14 (2) i^bU14 C(K) 000 o.oo' 2.06 206 2.66 2'06 2.0B 2,08 230 doo 2.49 2,42 275 2,75 2 75 2,96 4,01 4,62 C(2) 50 gr 3" wide T(K) studs strap mils ) 0,00 OOOOO o7od ^ ) 000 0,0000 6.00" 0.312x6 0,0068 2j26 mstc28 > 6.31 2x6 00068' 2.26 nistc28 > 0.31 2x6 0,0066 2.26 mstc28 > 6.31 2x6 0.0068 2.26 mslc28 0.55 2x6 00121 4.04 mstc2e 0 55" 2x6 0.0121 4 04 iTisic28 0 54 2x6 0.0120 3 99 mstc28 0.00 0 00 O.OOOO 0,00 0 f 0 73 2x6 00162 5 41 m3lc28 1 00 2x6 0^0221 7,38'rtistc28 > 2 18 "2x6 00485 16"l7jms(c4d > 0.99 2x6 0.0221 7.36 mslc40 > b 99 2x6 0.0221 7 36 mstc40 > 2 79 3x6 0 0619 20,63 mstc60" ' 3 78 3x6 0.0839 27.97 mstceo 4,54 3x6 0 1 OOB 33.80 msic60 '-r 1 V v\ i' 1 ' HI • xL \' I .,> , . l'l t t„ 0 r - • A 7 'A > ^ 10/16/2009 Burkell & Wong Engineers CEC Carlsbad Ranch Villa 68 Shear Wall Hold Downs Allowable — —_ ^na 3rd Line C(K) Installed Line C(K) T(K) C(2) studs T(K) Dia HD req anchor T(K) C(2) studs 3" wide X mils strap A 4.25 3.48 4x6 'HDU4-SDS2,5 0.43 0.88 0.93 3x6 9.56 mstc 28 H 4.25 3.48 4x6 HDU4-SDS2.5 0.43 0.88 0.93 3x6 9.56 mstc 28 M 10.39 8,64 6x8 HDUH-SDS2.5 0.67 0.88 4.05 4x6 41.67 cmst14 1 K 10.39 8.64 6x8 HDUll-SDS~275 0.67 0.88 4,05 4x6 ' 41.67 cmst14 1 K 10.39 8.64 6x8 HD'U11-SDS2.5 0.67 0.88 4.05 4x6 41.67 cmst14 F 10.39 8.64 6x8 HDU11-SDS2.'5 0.67 0.88 4.05 4x6 41.67 cmst14 E 10.49 8.96 6x8 HbU'l1-SDS2.5 0.68 0.88 4.33 4x6 44.51 cmst14 G 10^49 8.96 6x8 HbU11-SDS2.5 0.68 0.88 4.33 4x6 44.51 cmst14 C 11.72 9.97 6x8 HDU11-SDS2.5 6.72 ' 0^88 4.77 4x6 49:67'cmstT4 2,00 10;57' 10.35 6x8 HDUll-SDS2.5 '0.73 " 0.88 4.59 4x6 47.26 cmstl'4 L 12.70 10.946x8 HDUll-SDS2:5 0.76 0.88 5.31 4x6 54.67 cmst14 D 12.38 10.95 6x8 HDU11-S'DS2,5 0.76' 0.88 5.46 4x6 56.19 cmst14 4.00 14.44' 13.75 6x8 hdu14-'sbS2.5 0.85 0.88 6.73 4x6 69.25 cmst12 B 14^05 ' 12.29 6x8 hdu14-SbS2.5 0.80 0.88 6.06 4x6 62.38 cmst12 j' 14.05' 12.29 6x8 hdu14-'SDS2.5 6.80' 0.88 6.06' 4x6 62.38 cmst12 4.00 15.22 15.04 6x8 custom 0.89 (2) 7/8 7.68 6x6 3.49 (2) HDU14 7.00 19.54 19.31 6x8 custom 1.00 (2) 7/8 10.79 6x6 4.90 (2) HbU14 7.00 22.53 22.44 6x8 custom 108 "(2) 7/8 12.62 6x6 5.73 (2) HDU14 10/16/2009 Burkett & Wong Engineers CEC Carlsbad Ranch Villa 68 Shear Wall Hold Downs Allowable roof C(2) 3" wide Line C(K) T(K) studs mils A 0.00 0.00 0.00 H" 0.00 0.00 0.00 M 2.06 0.31 2x6 2.26 mstc28 f 2.06 0.31 2x6 2,26 mstc28 K 2.06 0.31 2x6 2.26 mstc28 F 2.06 0.31 2x6 2.26 mstc28 E 2.08 0.55 2x6 4.04 mstc28 G 2.08 0.55 2x6 4.04 mstc28 "'C' ' 2.30 0.54 2x6 3.99 mstc28 2.00 ' 6,00 0.00 0.00 0.00 0 L' 2.49 0'73 2x6 5.41 mstc28 D 2.42 I.'oo 2x6 7.38 mstc28 4.00 2.75 2.18 2x6 16.17 mstc40 B' 2.75 0.99 2x6 7.36 mstc40 ' j' 275 0.99 2x6 7.36 mstc40 4.00 2:96 2.79 3x6 20.63 mstc60 7JD0 4.01 3.78 3x6 27.97 mstc60 7.00 4.62 4.54 3x6 33.60 mstc60 10/16/2009 Burkett & Wong Engineers CEC DATEi il^ BURKETT&WONG ENGINEERS SHEETl. ^l>^ ENGR. JOB NO. PROJECT fxC— III. Loads BLC 1. Resulls IOI LC 1, E X X X ^16 i RT?r X X i fer k H i ^Ijjll X ^ iji>) X X ^,111 Jan 25. 2008 at 5:37 PM untitled .r3d Company Designer Job Number Jan 25, 2008 5;37 PM Checked By:_ Plate Principal Stresses (Bv Item) (Continued) 29 1 P15 T .049 -.049 .049 -.785 .085 30 B .049 -.049 .049 -.785 .085 31 1 P16 T .033 -.033 .033 -.785 .057 32 B .033 -.033 .033 -.785 .057 33 1 P17 T .016 -.016 .016 -.785 .027 34 B .016 -.016 .016 -.785 .027 35 1 P18 T .032 -.032 .032 -.785 .056 36 B .032 -.032 .032 -.785 .056 37 1 P19 T .015 -.015 .015 -.785 .027 38 B .015 -.015 .015 -.785 .027 39 1 P20 T .016 -.016 .016 .785 .028 40 B .016 -.016 .016 .785 .028 41 1 P21 T .016 -.016 .016 .785 .027 42 B .016 -.016 .016 .785 .027 43 1 P22 T .016 -.016 .016 .785 .027 44 B .016 -.016 .016 .785 .027 45 1 P23 T .032 -.032 .032 .785 .056 46 B .032 -.032 .032 .785 .056 47 1 P24 T .015 -.015 .015 .785 .027 48 B .015 -.015 .015 .785 .027 Joint Coordinates and Temperatures 1 Nl 11 0 0 0 2 N2 14 0 0 0 3 N3 14 2.5 0 0 4 N4 11 2.5 0 0 5 N5 3 0 0 0 6 N6 3 2.5 0 0 7 N7 0 0 0 0 8 N8 0 2.5 0 0 9 N9 3 7 0 0 10 N10 0 7 0 0 11 Nil 14 7 0 0 12 N12 11 7 0 0 13 N13 14 12.5 0 0 14 N14 11 12.5 0 0 15 N15 3 12.5 0 0 16 N16 0 12.5 0 0 17 N17 3 17 0 0 18 N18 0 17 0 0 19 N19 14 17 0 0 20 N20 11 17 0 0 21 N21 11 20 0 0 22 N22 3 20 0 0 23 N23 0 20 0 0 24 N24 14 20 0 0 25 N25 3 10 0 0 26 N26 0 10 0 0 27 N27 11 10 0 0 28 N28 14 10 0 0 29 N29 3 22.5 0 0 30 N30 0 22.5 0 0 31 N31 11 22.5 0 0 32 N32 14 22.5 0 0 33 N33 0 27 0 0 RISA-3D Version 7.0.2 [C:\RISA\untitled.r3d] Page 2 Company Designer Job Number pn Jan 25, 2008 5:37 PM Checked By._ Joint Coordinates and Temperatures (Continued) Label Xfftl rrfii , ._zjftL_____ Temp fFl Detach From Diap.., 34 N34 3 27 0 0 35 N35 11 27 0 0 36 N36 14 27 0 0 37 N37 0 30 0 0 38 N38 3 30 0 0 39 N39 11 30 0 0 40 1 N40 14 30 0 0 Joint Reactions (By Item) LC Joint Label Y(k] MX (k-ft] MY (k-ftl MZ (k-ftl 1 1 N7 -3.893 -9.016 0 0 LOCKED 0 2 1 N2 -1.609 9.016 0 0 LOCKED 0 3 N39 NC NC NC LOCKED . NC NC 4 1 N31 NC NC NC LOCKED NC NC 5 1 N21 NC NC NC LOCKED NC NC 6 1 N14 NC NC NC LOCKED NC NC 7 1 N27 NC NC NC LOCKED NC NC 8 1 N4 NC NC NC LOCKED NC NC 9 1 Nl NC NC NC LOCKED NC NC 10 -) Totals: -5.502 0 0 11 1 COG (ft): NC NC NC Member Distributed Loads (BLC 1 :) 1 Ml X .185 .185 0 0 2 M2 X .139 .139 0 0 3 M3 X .069 .069 0 0 RISA-3D Version 7.0.2 [C:\RlSA\untitled.r3d] Pages Company Jan 25. 2008 Designer 5:37 PM Job Number : Checked By: Plate Primarv Data Label A Joint B Joint C Joint D Joint Material Thickness[inl 1 PI Nl N2 N3 N4 Ply .5 2 P2 N5 Nl N4 N6 PIv .5 3 P3 N7 N5 N6 N8 PIv .5 4 P4 N8 N6 N9 NIO PIv .5 5 P5 N4 N3 Nil N12 PIv .5 6 P9 N16 N15 N17 NIB Ply .5 7 PIO N14 N13 N19 N20 PIv .5 8 Pll N17 N20 N21 N22 PIv .5 9 P12 N18 N17 N22 N23 PIv .5 10 P13 N20 N19 N24 N21 Ply .5 11 P11A NIO N9 N25 N26 Ply .5 12 P12A N9 N12 N27 N25 Ply .5 13 P13A N12 Nil N28 N27 PIv .5 14 P14 N27 N28 N13 N14 PIv .5 15 P15 N25 N27 N14 N15 PIv .5 16 P16 N26 N25 N15 N16 Ply .5 17 PI 7 N23 N22 N29 N30 PIv .5 18 P18 N22 N21 N31 N29 PIv .5 19 P19 N21 N24 N32 N31 Ply .5 20 P20 N33 N34 N29 N30 Ply .5 21 P21 N35 N36 N32 N31 .5 22 P22 N37 N38 N34 N33 Ply .5 23 P23 N38 N39 N35 N34 PIv .5 24 P24 N39 N40 N36 1 N35 PIv .5 Plate Principal Stresses (By Item) » 'S 1 1 PI T .041 -.041 .041 2.356 .071 2 B .041 -.041 .041 2.356 .071 3 1 P2 T .057 -.057 .057 -.785 .099 4 B .057 -.057 .057 -.785 .099 5 1 P3 T .042 -.041 .041 -.785 .072 6 B .042 -.041 .041 -.785 .072 7 1 P4 T .042 -.042 .042 2.355 .072 8 B .042 -.042 .042 2.355 .072 9 1 P5 T .041 -.041 .041 -.785 .072 10 B .041 -.041 .041 -.785 .072 11 1 P9 T .033 -.033 .033 -.785 .057 12 B .033 -.033 .033 -.785 .057 13 1 PIO T .033 -.033 .033 -.785 .057 14 B .033 -.033 .033 -.785 .057 15 1 Pll T .049 -.049 .049 -.785 .085 16 B -049 -.049 .049 -.785 .085 17 1 PI 2 T .033 -.033 .033 -.785 .057 18 B .033 -.033 .033 -.785 .057 19 1 P13 T .032 -.032 .032 -.785 .056 20 B .032 -.032 .032 -.785 .056 21 1 P11A T .041 -.041 .041 2.356 .072 22 B .041 -.041 .041 2.356 .072 23 1 P12A T .058 -.058 .058 -.785 .1 24 B .058 -.058 .058 -.785 .1 25 1 PI 3 A T .041 -.041 .041 -.785 .071 26 B .041 -.041 .041 -.785 .071 27 1 P14 T .032 -.032 .032 -.785 .056 28 B .032 -.032 .032 -.785 .056 RISA-3D Version 7.0.2 [C;\RISA\untilled.r3d] Page 1 Company Designer Job Number on Jan 25. 2008 5:46 PM Checked By:_ Plate Corner Forces (By Item) (Continued) 57 1 PI 5 N25 -1.178 -.368 0 0 0 0 58 N27 -1.178 .368 0 0 0 0 59 N14 1.178 .368 0 0 0 0 60 N15 1.178 -.368 0 0 0 0 61 1 P16 N26 -.294 -.246 0 0 0 0 62 N25 -.294 .244 0 0 0 0 63 N15 .294 .245 0 0 0 0 64 N16 .294 -.244 0 0 0 0 65 1 PI 7 N23 -.141 -.118 0 0 0 0 66 N22 -.141 .117 0 0 0 0 67 N29 .141 .118 0 0 0 0 68 N30 .141 -.117 0 0 0 0 69 1 P18 N22 -.772 -.241 0 0 0 0 70 N21 -.772 .241 0 0 0 0 71 N31 .772 .241 0 0 0 0 72 N29 .772 -.241 0 0 0 0 73 1 P19 N21 -.138 -.115 0 0 0 0 74 N24 -.138 .115 0 0 0 0 75 N32 .138 .115 0 0 0 0 76 N31 .138 -.115 0 0 0 0 77 1 P20 N33 .143 -.215 0 0 0 0 78 N34 .144 .215 0 0 0 0 79 N29 -.143 .215 0 0 0 0 80 N30 -.143 -.215 0 0 0 0 81 1 P21 N35 .141 -.211 0 0 0 0 82 N36 .14 .211 0 0 0 0 83 N32 -.14 .211 0 0 0 0 84 N31 -.141 -.211 0 0 0 0 85 1 P22 N37 .142 -.142 0 0 0 0 86 N38 .141 .142 0 0 0 0 87 N34 -.141 .141 0 0 0 0 88 N33 -.142 -.142 0 0 0 0 89 1 P23 N38 .773 -.29 0 0 0 0 90 N39 .773 .29 0 0 0 0 91 N35 -.773 .29 0 0 0 0 92 N34 -.773 -.29 0 0 0 0 93 1 P24 N39 .139 -.139 0 0 0 0 94 N40 ,139 .139 0 0 0 0 95 N36 -.139 .139 0 0 0 0 96 N35 -.139 -.139 0 0 0 0 RISA-3D Version 7.0.2 tC:VRISA\untitled.r3d] Page 5 Company Designer Job Number Jan 25, 2008 5:46 PM Checked By:_ Plate Corner Forces (By Item) 1 1 PI Nl -.366 -.306 0 0 0 0 2 N2 -.372 .31 0 0 0 0 3 N3 .369 .305 0 0 0 0 4 N4 .37 -.309 0 0 0 0 5 1 P2 N5 -1.377 -.43 0 0 0 0 6 N1 -1.377 .43 0 0 0 0 7 N4 1.377 ,431 0 0 0 0 8 N6 1.377 -.43 0 0 0 0 9 1 P3 N7 -.375 -.312 0 0 0 0 10 N5 -.369 .308 0 0 0 0 11 N6 .373 .311 0 0 0 0 12 N8 .371 -.307 0 0 0 0 13 1 P4 N8 -.376 -.564 0 0 0 0 14 N6 -.374 .562 0 0 0 0 15 N9 .376 .563 0 0 0 0 16 NIO .373 -.56 0 0 0 0 17 1 P5 N4 -.373 -.558 0 0 0 0 18 N3 -.372 .56 0 0 0 0 19 Nil .372 .557 0 0 0 0 20 N12 .372 -.559 0 0 0 0 21 1 P9 N16 -.297 -.446 0 0 0 0 22 N15 -.297 .445 0 0 0 0 23 N17 .298 .446 0 0 0 0 24 N18 .296 -.445 0 0 0 0 25 1 PIO N14 -295 -.441 0 0 0 0 26 N13 -.294 .442 0 0 0 0 27 N19 .294 .441 0 0 0 0 28 N20 .294 -.442 0 0 0 0 29 1 Pll N17 -1.182 -.444 0 0 0 0 30 N20 -1.181 .443 0 0 0 0 31 N21 1.182 .443 0 0 0 0 32 N22 1.181 -.443 0 0 0 0 33 1 P12 N18 -.295 -.295 0 0 0 0 34 N17 -.294 .294 0 0 0 0 35 N22 .295 .295 0 0 0 0 36 N23 .294 -.294 0 0 0 0 37 1 PI 3 N20 -.292 -.292 0 0 0 0 38 N19 -.292 .292 0 0 0 0 39 N24 .292 .291 0 0 0 0 40 N21 .292 -.292 0 0 0 0 41 1 P11A NIO -.373 -.373 0 0 0 0 42 N9 -.371 .371 0 0 0 0 43 N25 .373 .373 0 0 0 0 44 N26 .371 -.37 0 0 0 0 45 1 P12A N9 -1.385 -.52 0 0 0 0 46 N12 -1.384 .519 0 0 0 0 47 N27 1.385 .519 0 0 0 0 48 N25 1.384 -.519 0 0 0 0 49 1 P13A N12 -.369 -.368 0 0 0 0 50 N11 -.369 .37 0 0 0 0 51 N28 .369 .368 0 0 0 0 52 N27 .369 -.37 0 0 0 0 53 1 P14 N27 -.291 -.242 0 0 0 0 54 N28 -.291 .243 0 0 0 0 55 N13 .292 .242 0 0 0 0 56 N14 .291 -.243 0 0 0 0 RISA-3D Version 7.0.2 [C:\RISA\untitled.r3d] Page 4 DATE. ENGR- PRbJEGT ENiSINEERS SHEET., JOB -*if!i,.',-. A 1 -^3 , . . . "-•S3. Ml- ^ '.»•*• --f f.''^ — DATE : : PROJECT burkett £mk &uiong structural t civil engineen SHEET JOB NO. V> lr„ i-fifti.^^ ' 3>,<c7? i J. flfl-> A?''- «sw.feVyiMMr-sva%5-/ T/rni33^5 TTTTT ^ \^ —17 (' J^' '^:^^zi^7iH-^<<x3.<.-?V7' A^IN,. ,0,04 Z y ^5'-* '^•'•7'IMH - ^•2?.V.'2 '^^'^ /v.Tov. l.'^3.•'^'' DATE. ENGJJ. burkett lmk &ujong W structufol • clvB engineen SHEET. JOB NO. PROJECT DATt_:_. ENGR__CJS1^ PROJECT burkett ^ &uiong ttnjclurol S cIvB engineen SHEET-£3 JOB NO. f^>-^><?o)f^ ,i»v-'T) p /cvv-Ar^ fvu,^ fiouv/rvw tHs^^^tras /lrt vtru- »A.^rAerK^ P '^•'^'^ Cut^/^^. 11^ - T^TO-^ ,, .5 10/25/2011 Engineer- CEC Burkett & Wong stieet. Job No. 5^ Carisbad Villa 58 Wall or Fraine No. 2.00 4.00 4.00 10.00 10.00 A B Footing Length FT 19,00 19.00 1200 24.00 18.00 22,00 1900 Footing Width FT 2,00 3.00 3.00 2,00 300 2,00 200 Footing Thickness FT 2,00 2.00 2.00 2,00 200 2.00 2.00 Tofal Axial P KIPS 0,30 1 41 0.43 0,09 0,23 1 10 1 87 Overturning Moment K-FT 84.51 180.28 75.95 157.59 157.59 51.73 117.54 Wall or Frame Length FT 17 00 12.00 8.00 5 00 13,00 20 00 17.00 Overburden KSF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ASB KSF 6.67 6.67 6.67 6.67 6.67 6.67 6.67 Fc KSl (3KSI max) 3.00 3.00 3.00 3.00 3.00 3.00 3.00 FyKSl 60 60 60 60 60 60 60 Load Factor for Concrete 1.55 1.55 1,55 1.55 1.55 1.55 1.55 Av req'd SQIN / FT 0.00 0.00 0.00 0.00 0.00 0.00 0.00 As req'd SQIN 1.04 1.56 1.56 1.60 1.56 1.04 1.04 As req'd SQIN per foot, width 0.52 0.52 0.52 0.80 0.52 0.52 0.52 -As req'd SQIN 1.04 1.56 1.56 1.04 1.56 1.04 1.04 -As req'd SQIN per foot, width 0.52 0.52 0.52 0.52 0.52 0.52 0.52 Use GB-1 Use GB-2 Use GB-2 Use GB-1 Use QB-2 Use GB-1 Use GB-1 SB Check OK OK OK OK OK OK OK V max Check OK OK OK OK OK OK OK As max Check 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 Length of soil pressure in FT 12.6 4.8 1.6 12.2 3,9 22.0 8.4 Relative footing cost 348 523 330 463 495 403 348 Ftg wt KLF 0.83 1.13 1.13 0.83 1.13 0.83 0.83 Total wt K 16 23 14 20 20 19 18 eFT 5.29 7.91 5,45 792 7.69 2.69 (5.70 XR 4.21 1.59 0.55 4.08 1.31 8,31 2.80 ex6/L 1.67 2.50 2.73 1.98 2.56 0.73 2.12 SP max KSF 1.26 3.19 5.66 1.63 3.49 0.76 2.09 Spmin KSF 0.00 0.00 0.00 0.00 0.00 0.12 0.00 slope K/F 0.20 2,01 10.34 0.27 2.67 0.06 0,50 dFT 1.67 1.67 1.67 1.67 1.67 1.67 1.67 CanUlever, ft 1.00 3.50 2.00 9.S0 2.80 1.00 1.00 Length to min steel 1.00 3.50 2,00 6.15 2.50 1.00 1.00 Cantilever-d FT -0.67 1.83 0.33 7.83 0.83 -0.67 -0.67 VI K 1 4 2 8 3 1 1 V2K 4 10 7 24 9 1 5 V3K -1 12 5 11 7 0 -2 Vu max K 6 19 11 37 14 2 8 +Mu K-FT 1 58 28 111 34 1 2 -Mu K-FT 1 11 3 58 5 0 1 F'c*.5 0.05 0.05 0.05 0.05 0.05 0.05 0.05 As min temp SQIN 1.04 1.56 1.56 1.04 1.56 1.04 1.04 As min SQIN 1.60 2.40 2.40 1,60 2.40 1.60 1.60 Av min SQIN 0.24 0.36 0,36 0.24 0,36 0.24 0.24 VcK 53 79 79 53 79 53 53 Vs min K 24 36 36 24 36 24 24 (Vc + Vs min)*0.85 K 65 98 98 65 98 65 65 +As SQIN 0.01 0.65 0.31 1.27 0.38 0.01 0.03 -As SQIN 0.01 0.12 0.04 0.65 0.06 0.00 0.01 SB max KSF 1.26 3.19 5.66 1.63 3.49 0.76 2.09 SB min KSF 0.0 0.0 0.0 0.0 0.0 0.1 ' 0.0 Vu KIPS 6.2 18.7 10.9 36.6 14.3 2.1 8.0 Mu reqd FT-K 1 58 28 111 34 1 2 -Mu reqd FT-K 1 11 3 58 5 0 1 Notes: 1 Assumes lineariy elastic soil pressure distribution under grade beam 10/25/2011 Engineer- CEC Burkett & Wong Sheet. Job No. Carisbad Villa 58 Wall or Frame No. c D E F G H I Fooling Length FT 2(1 00 24,00 19 00 20,00 20,00 20,0(1 19 00 Footing Width FT 2,00 2 00 2 00 2,00 200 2,00 2,00 Footing Thickness FT 200 2,00 2 00 2,00 2,00 2,00 200 Total Axial P KIPS 1 04 2.42 1.87 1,04 1.32 1.04 1.87 Overtuming Moment K-FT 118.39 149.97 117.54 130.90 120.06 130.90 117.54 Wall or Frame Length FT 9,50 22,00 17.00 9.50 12.00 9,50 17.00 Overt>urden KSF 0,00 0.00 0.00 0.00 0.00 0.00 0.00 ASB KSF 6,67 6.67 6.67 6.67 6.67 6.67 6.67 F'c KSI (3KSI max) 3,00 3.00 3.00 3.00 3.00 3.00 3.00 Fy KSI 60 60 60 60 60 60 60 Load Factor for Concrete 1.55 1.55 1.55 1.55 1.55 1.55 1.55 Av req'd SQIN / FT 0,00 0.00 0.00 0.00 0.00 0.00 0.00 As req'd SQIN 1,04 1.04 1.04 1.04 1.04 1.04 1.04 As req'd SQIN per foot, width 0,52 0.52 0.52 0.52 0.52 0.52 0.52 -As req'd SQIN 1.04 1.04 1.04 1.04 1.04 1.04 1.04 -As req'd SQIN per foot, width 0.52 0.52 0.52 0.52 0.52 0.52 0.52 : Use GB-1 Use GB-1 Use GB-1 Use GB-1 Use GB-1 Use GB-1 Use GB-1 1 SB Check OK OK OK OK OK OK OK V max Check OK OK OK OK OK OK OK As max Check OK OK OK OK OK: OK OK; Max stirmp spacing in IN 10.0 10.0 ' 10.0 10.0 10.0 10.0 10.0 Length of soil pressure in FT 9.8 15.7 8.4 7.6 9.8 7.6 8.4 Relative footing cost 367 440 348 367 367 367 348 Ftg wt KLF 0.83 0.83 1 0.83 1 0.83 1 0.83 1 0.83 1 0.83 j Total wt K 18 22 18 18 18 18 18 eFT 6.75 6.75 6.70 7.46 6.74 7.46 6.70 XFT 3.25 5.25 2.80 2.54 3.26 2.54 2.80 ex6/L 2.02 1.69 2.12 2.24 2.02 2.24 2.12 SP max KSF 1.80 1.41 2.09 2.30 1.82 2.30 2.09 : Spmin KSF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 slope K/F 0.37 0.18 0.50 0.61 0.37 0.61 0,50 dFT 1.67 1.67 1 1.67 \ 1.67 1.67 1.67 1.67 Cantilever, ft 5.25 1.00 1.00 5.25 4.00 5.25 1.00 Length to min steel 5.25 1,00 ' 1.00 5.25 4.00 5.25 1.00 Cantllever-d FT 3.58 -0.67 -0.67 3.58 2.33 , 3.58 -0.67 V1 K 4 1 1 4 3 4 1 V2K 8 5 5 9 6 9 5 V3K 8 -1 -2 10 6 10 -2 Vu max K 12 7 8 15 9 15 8 +Mu K-FT 45 2' 2 58 29 58 2 -Mu K-FT 18 1; 1 18 10 18 1 F'c'^.S 0.05 0.05 0.05 0.05 0.05 0.05 0.05 As min temp SQIN 1,04 1.04 ' 1.04 1.04 1.04 1.04 1.04 As min SQIN 1.60 1.60 1.60 1.60 1.60 1.60 1.60 Av min SQIN 0.24 0.24 0.24 0.24 0.24 0.24 0.24 VcK 53 53 53 53 53 53 53 Vs min K 24 24 24 24 24 24 24 (Vc + Vs min)*0.85 K 65 65 65 65 65 65 65 +As SQIN 0.51 0.02 _ 0.03 0.66 0.32 0.66 0,03 -fi^ SQIN 0.20 0.01 0.01 0.20 0.11 0.20 0,01 SB max KSF 1.80 1.41 ' 2,09 2.30 1.82 2.30 2.09 SB min KSF 0.0 0.0 0,0 0.0 0.0 0.0 0.0 Vu KIPS 11.8 7.4 8.0 15.0 9.4 15.0 8.0 Mu reqd FT-K 45 2 2 58 29 58 2 -Mu reqd FT-K 18 1 1 18 10 18 1 Notes: 10/25/2011 Engineer- CEC Burkett&Wong Sheet. Job No. Carisbad Villa 58 Wall or Frame No. J K L M Footing Length FT 24 00 20 00 1900 22.00 Footing Width FT 2 00 2,00 2,00 2.00 Footing Thickness FT 200 2,00 2,00 2.00 Total Axial P KIPS 2.42 1.04 1.87 1.10 Overturning Moment K-FT 149.97 118.39 105.92 51.73 Wall or Frame Length FT 22.00 9.50 17.00 20.00 Overburden KSF 0.00 0.00 0.00 0.00 ASB KSF 6.67 6.67 6.67 6.67 F'c KSI (3KSI max) 3.00 3.00 3.00 3.00 Fy KSI 60 60 60 60 Load Factor for Concrete 1.55 1.55 1,55 1.55 Av req'd SQIN / FT 0.00 0.00 0.00 0.00 As req'd SQIN 1.04 1.04 1.04 1.04 As req'd SQIN per foot, width 0.52 0.52 0.52 0.52 -As req'd SQIN 1.04 1.04 1.04 1.04 -As req'd SQIN per foot, width 0.52 0.52 0.52 0.52 Use GB-1 Use GB-1 Use GB-1 Use GB-1 SB Check OK OK OK OK V max Check OK OK OK OK As max Check OK, OK OK OK Max stirrup spacing in IN 10.0 10.0 10.0 10.0 Length of soil pressure in FT 15.7 9.8 10.4 22.0 Relative footing cost 440 367 348 < 403 Ftg wt KLF 0.83 1 0.83 1 0.83 1 0.83 Total virt K 22 18 18 19 eFT 6.75 6.75 6.04 2.69 XFT 5.25 3.25 3.46 8.31 ex6/L 1.69 2.02 1.91 0.73 SP max KSF 1.41 1.80 1,69 0.76 Spmin KSF 0.00 0.00 0.00 0.12 slope K/F 0.18 0.37 0.33 0.06 dFT 1.67 : 1.67 1.67 1.67 Cantilever, ft 1.00 ' 5.26 1.00 1.00 Length to min steel 1.00 5.25 1.00 1.00 Cantilever-d FT -0.67 3.58 -0.67 -0.67 VI K 1 4 1 1 V2K 5 8 4 1 V3K -1 8 -2 0 Vu max K 7 12 7 2 +Mu K-FT 2; 45 2 1 -Mu K-FT 1 18 1 0 F'c^.5 0.05 0.05 0.05 0.05 As min temp SQIN 1.04 1.04 1.04 1.04 As min SQIN 1.60 ' 1.60 1.60 1.60 Av min SQIN 0.24 0.24 0.24 0.24 Vc K 53 53 53 53 Vs min K 24 24 24 24 (Vc + Vs min)*0.85 K 65: 65 65 65 +As SQIN 0.02 0.51 0.02 0.01 -As SQIN 0 01 0.20 0.01 0.00 SB max KSF 1.41 1.80 1.69 0.76 SB min KSF 0.0 0.0 0.0 0.1 Vu KIPS 7.4 11.8 6.9 2.1 Mu reqd FT-K 2 45 2 1 -Mu reqd FT-K 1 18 1 0 ^ -Ty? 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DETAU M Msr^ (10)1Bd8B«ER8 QEACHPOST 4>a CMSTC-IB {3SJ WSNKERS QEACHPOST CMSM2 (32)«dNAU SEACH POBT UOtaWMlS MO'HVIMUS p)H0U1440SZJ KDUOEA-POSr M P)HDU1*-SDm HOUaEA-POST 1.PROVI0ETHEUVKXST0P*POSTSHSCIC0Ul£-aRKmOSTUOPEH (- ASOCCUisaopENtas. ra\ ^ Z FOR MIME WFOAMATMNL SEE Vm?. aND FLOOR SHEAR WAU HOLDOWN SCHEDULE SEE S2.1 FON LOCATIONS. ~^A~^~' WOOO GRADE NML SZE (COMMON WME NAILS) •EJJ,' •FH." Sll BOLTS HT *SaUPBC]KSLPTr SLLNAIUnG{SM.)m JCNES5 EXPOSUREl NML SZE (COMMON WME NAILS) APACING snuwG dt. HEADED ANCHORBOLT CLJP SPACMG NAU X'rtfrsDsscEw;; isor 1 STRUCT>1 Sd r 17 oas* O-C. 24" sosotrof. ^ TWCM.IUttDMGRWe: rCONCRETEflUBWrSIOtr OCCAWNrCSMTERH). own r CLEM SANO a« NIKLWSaU^OMR rOEMSMO.FROVSE ^^fWTtti v^Miucflurnn. JOMnafr^rOC; EACH WAYSEE/Ty/TN M nOOR aEWONM CONCRETE WUIfc CURB. FENCES. LDCAPONB OF PUXM DUMNB. SLOPES, EIC SEETHE ARCHnECTWWLAPmwBwanwAWins. I HOwmmOMON-SHEARnmS NOTSHDVM SEE THE AHCHnon^ IZ, mm TD T>C CONTRMTOR REOUESIMO BUUMO DOWTHEHT •. THE UTUmRENIMESHWE Bl LUMPALim. C THE FOUNMIKM BCCAWKnONS COMPLY WITH THE SOU REPORT DENOIES M DM a ir OC. DENOTES M DFU • V O C KIBHOR DSNnEB M BFnO »* OC. EXTBiaR nr CALLOUT BASE nr CALLOUT FOUNDATION POST tfM.A]or AJ. MH. H EMEMCKT HOLDONN DETAU M. FLOOR POST 0 «« rwi. HDUI40&U M ® M 1* irwN. HDU1f«IBaJ AM ® MOIaWMlS «i1Ba«i1MLLS f trMM. HDUI44DSU MOkWAUS itiea'UMHLLs mi* WIIN PIKWIMOSU MQSaVMUS MO'BWMLLB ® M Bit* nNDUWBOBU M imVUTWUHGEITtf-POCrjEnSOCDUrORKMaSTUDKHh 1. FOR MORE MFORMATKMLSa/^ ^ FOUNDATION SHEAR WALL HOLDOWN SCHEDt^E ijASOCCUHSaOFGMNOS. GEOTECHNICAL INVESTIGATION Proposed Sales, Activity and Fitness Buildings Carlsbad Ranch, Planning Area 5 MarBrisa Phase n Carlsbad, Califomia Prepared For: Grand Pacific Resorts, Inc. 5900 Pasteur Court, Suite 200 Carlsbad, Califomia 92008 Prepared By: MTGL, Inc. 6295 Ferris Square, Suite C San Diego, Califomia 92121 ProjectNo. 1916-AOS Log No. 11-1409 f7^&77^ Office Locations Orange County Corporate Branch: 2992 E. La Palma Avenue Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego Imperial County 6295 Ferris Square Suite C SanDiego, CA 92121 Tel: 858.537.3999 Fax; 858.537.3990 Inland Empire 14467 IVIeridian Parkway Building 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 India 44917 Golf Center Parkway Suite 1 Indio, CA 92201 Tel: 760,342.4677 Fax: 760.342.4525 OC/LA/lnland Empire Dispatch 800.491.2990 San Oiego Dispatcli 888.844.5060 www.mtglinc.com Geotechnical Engineehng Construction Inspection Matenals Testing Environmental ProjectNo. 1916-A08 Log No. 11-1409 November 4, 2011 Grand Pacific Resorts, Inc. 5900 Pasteur Court, Suite 200 Carlsbad, Califomia 92008 Attention: Mr. Bruce Zelenka SUBJECT: Geotechnical Investigation Proposed Sales, Activity and Fitness Buildings Carlsbad Ranch, Planning Area 5 MarBrisa Phase n Carlsbad, Califomia Dear Mr. Zelenka: In accordance with your request and authorization we have completed 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. The 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 constmction of the project. Sales, Activity & Fitness Buildings MarBrisa Resort. Carlsbad. CA ProjectNo. I9I6-A08 Log No. 11-1409 If you have any questions regarding 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* Senior Engineer M.B. (Ben) Lo, RGE Chief Geotechnical Engineer Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort. Carlsbad. CA Log 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 CONDITIONS 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 CoNomoNS 8 EXPANSION POTENTIAL 8 CORROSIVITY 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-A08 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 LIMITATIONS 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-A08 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 recommendations 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-constmction 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 utilities. Future thirteen two- to three-story villas with paved parking are planned around die 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 sununarizing our findings and presenting our conclusions and recommendations for the proposed constmction. Sales, Activity & Fitness Buildings Project No. 1916-AOS MarBrisa Resort. Carlsbad. CA Loe 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 future villas are located on the gently slopes down to the west with elevation ranging from 198 feet to 186 feet. Currently this area is tilled with partial plants within the southeast. Numerous shallow underground water lines 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 ofthe 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 within 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-A08 MarBrisa Resort. Carlsbad. CA Lop 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 stmcture. 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 Geologv The site lies within the Peninsular Ranges province of Southern California. The Peninsular Ranges are a group of mountain ranges, in the Pacific Coast Ranges, which stretch 1500 km from southern CaUfornia in the United States to the southern tip of Mexico's Baja Califomia peninsula. They are part of the North American Coast Ranges that mn 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 the same massive batholith 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 Califomia 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 California 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. 19I6-A08 MarBrisa Resort. Carlsbad. CA Lop No. 11-1409 marine, lagoonai, 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 fault system marks the principal boundary between the Pacific plate and the North American plate. Additional faults that affect the geologic stmcture of die 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, pooriy 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 stmctural support for the proposed development. However, for uniform soil bearing support and to eliminate 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 Lop No. 11-1409 Terrace Deposits Underlying the 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 Fonnation 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 mns 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 that the regional faulting pattem 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- higlewood 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 the ground acceleration and duration of shaking increase. The on-site documented fill is underlain by terrace deposits, in tum, underiain by Santiago Formation. Due to the medium dense to very dense nature of the documented fill and the underiying formation unit, liquefaction potential at the site is neghgible. 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 the site. Therefore, the potential for ground mpture due to faulting is considered to be negligible. Seismic Settlement 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 underiain by very dense formational unit that is Sales, Activity &. Fitness Buildings MarBrisa Resort. Carlsbad. CA ProjectNo. 1916-A08 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 liquefiable soils. Given the stated low risk potential for liquefaction, we consider the potential for lateral spreading to be negligible. Tsunamis and Seiches Given that 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 the CBC site specific design parameters as required by the 2010 Califomia Building Code (CBC). Based upon boring data and SPT values, the site can be classified as Site Class D. The spectral acceleration values for 0.2 second and 1 second periods obtained from the computer program and in accordance with Section 1613.5 of the 2007 Califomia Building Code are tabulated below. Ground Motion Parameter Value 2007 CBC Reference Ss l,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 0.48 lg Section 1613.5.4 Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort. Carlsbad. CA Log No. 11-1409 SUMMARY AND CONCLUSIONS General Considerations Given die findings of the investigation, the proposed project appears to be feasible from a geologic and geotechnical standpoint, provided die recommendations presented in this report are fully incorporated into the design and constmction of the project. Specific conclusions pertaining to geologic conditions are summarized below: Excavation Characteristics The site is mantled by documented fill, underlain by terrace deposit. Excavation on these materials can be accomplished with the use of conventional constmction equipment. Expansion Potenfial 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 diickness of documented fill of between 2 and 18 feet, it is anticipated that proposed buildings and other stmctures to have cut/fill transition conditions. In order to minimize the potential for differential setdement in areas of cut/fill transitions, it is recommended that all proposed buildings and settlement sensitive stmctures to be entirely supported by properiy compacted fill. A niinimum 2 feet of compacted ftll 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 stmcture. As such, no special considerations are required for concrete placed in contact with the on-site soils. However, it is recommended that Type II cement to be used for all concrete. 8 Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort. Carlsbad, CA Lop No. 11-1409 The corrosion potential of the on-site soil is moderate to high and considered to impact underground ferrous metals. The actual 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, stmctural engineer, building code, or goveming agencies. The foundation recommendations are based on the load-deformafion characteristics and shear strength of the onsite soils. In addition to the recommendations in this section, additional general earthwork and grading specifications are included in Appendix E. Site Grading Recommendations Site Preparation Curtent improvements within proposed development include tennis court, plants and underground utilities. Prior to the start of any grading, all of these 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 ftll 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 should 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-A08 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 constmction 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. Constmction of the new fill slope should include the excavation of key at the toe with a width of at least 8 feet and minimum depdi of 2 feet below lowest adjacent grade into firm soil. Benching into the existing slope should be performed simultaneously during die fill slope constmction 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. Activitv 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 die above proposed stmctures, 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 uniform soil bearing and eliminate cut/fill transition condition. If highly expansive clay is encountered widiin 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 buildings and at least 5 feet below bottom of slab for swimming pool. The removal and replacement should extend at least 5 feet beyond stmcture footprint. The lateral limit of grading for all stmctures 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 opdmum 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 stmcture and under vehicular pavement should be compacted to at least 90 percent relative compaction. However, die 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 backflll 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 are "minimum", in keeping with the current standard-of- practice. They do not preclude more restrictive criteria by the goveming agency or stmctural considerations. The project stmctural engineer should evaluate the foundation configurations and reinforcement requirements for actual stmctural loadings. Proposed stmctures are anticipated to be supported by properiy compacted fill. Convendonal continuous or isolated footings are considered suitable for stmctural support founded on engineered fill. Allowable soil bearing capacity for confinuous or isolated footing with a minimum width 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 Adjacent Grade Allowable Soil Bearing Vaiues 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 are considered in combination widi 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 die slope height, with a maximum of 15 feet along 2:1 slopes. This distance is measured from the outside edge of die foodng, 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 beaiing 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 differenfial 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 stmctural 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 ufilized in design. Based on geotechnical consideration, interior slab should be a minimum of 5 inches. Appropriate slab reinforcement should be designed by die project stmctural engineer based upon low expansion potential. 12 Sales, Activity & Fitness Build! ngs Project No. 1916-A08 MarBrisa Resort. Carlsbad, CA Log No. 11-1409 Floor slabs should be underiain 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 widiin die 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 die placing of concrete. Concrete is a rigid britde material that can withstand very little strain before cracking. Concrete, particularly exterior hardscape is subject to dimensional changes due to variations in moisture of the concrete, variafions in temperature and applied loads. It is not possible to eliminate die 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 strain and reinforcement provides for closely spaced numerous cracks in lieu of few larger visible cracks. Exterior Concrete Slab/Flatwork Exterior slabs should be supported by at least 12 inches of properly 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 stmctural 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 strength of the soil, it can be designed for "active" pressure. If the wall cannot yield under the applied load, the shear strength 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 stmcture moves toward the soils, the resulting resistance developed by the soil is the "passive" resistance. For design purposes, die recommended equivalent fluid pressure for each case for walls founded above die static ground water table and backfllled widi on-site soils (expansion index less dian 20) is provided below. Retaining wall backflll should be compacted to at least 90 percent relative 13 Sales, Activity & Fitness Buildings MarBrisa Resort. Carlsbad, CA ProjectNo. 1916-A08 Log No. 11-1409 compaction (based on ASTM Test Method D1557). Recommended pressures are tabulated below. Eauivalent Fluid Weight (pcf) Condition Level 2:1 fH:V) Slooe Active 33 60 At-Rest 55 80 Passive 350 (Maximum of 3 ksf) 150 (Sloping Down) Soil resistance developed against lateral stmctural movement can be obtained from the passive pressure value provided above. Further, for sliding resistance, a fricfion coefficient of 0.33 may be used at the concrete and soil interface. The passive pressure and the fricfion of resistance could be combined without reduction. In addition, die lateral passive resistance is taken into account only if it is ensured that die soil against embedded stmctures will remain intact with fime. 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 wall; or by a minimum 12-inch width of 3/4 inch open-graded cmshed 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 die 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 ProjectNo. 1916-A08 Log No. 11-1409 Pavement Loading Condition Traffic Index AC Tiiicluiess Class 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 Tmck Driveways 6.0 4.0 inches 9.0 inches 1 Moderate Duty 1 Tmck Driveways 7.0 4.0 inches 11.0 inches All fill under pavement should be compacted to at least 90 percent relafive compaction with exception of the upper 12 inches. Prior to the placement of base material, the upper 12 inches of pavement subgrade should be scarified; moisture condifioned and compacted to a minimum 95 percent relafive compacfion based on Test Method ASTM D1557. Aggregate base material should conform to Caltrans Standard Specifications Secfion 26 (Class 2) or the Standard Specification for Public Works Constmcfion (Cmshed Aggregate Base or Cmshed Miscellaneous Base) and should be compacted to a minimum 95 percent relafive compaction based on Test Mediod ASTM D1557 prior to placement of the asphaltic concrete. Portland cement concrete pavement sections may incorporate steel reinforcement and to be provided with crack control joints as designed by the project stmctural engineer. Reconimended concrete mix should be at least 3,500 psi. It is reconunended that Portland cement concrete swales to be designed and constmcted within asphalt pavement areas for drainage of surface water. Fill soils under curb and gutter should be compacted to a minimum 90 percent relative compacfion based on Test Method ASTM D1557. Constmction Considerations Moisture Sensitive Soils/Weather Related Concems The soils encountered at the site may be sensitive to disturbances caused by constmction 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 significantly retard the progress of grading and 15 Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort, Carlsbad, CA Log No. 11-1409 compaction activities. It will, therefore, be advantageous to perform earthwork and foundation constmction activities during dry weather. Much of die on-site soils may be suscepfible 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 constmction. Drainage and Groundwater Considerations No groundwater was encountered within die 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, precipitafion, 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 constmction. Positive site drainage should be designed to reduce infiltrafion of surface water around and undemeath the building. Finish grades should be sloped away from the building. Excavations It is mandated by federal regulation that excavafions, like utility trenches, basement excavation or foundafion excavafions, be constmcted in accordance widi the new OSHA guidelines. It is our understanding that OSHA regulations are being stricdy 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 Utilitv Trenches Except where extending perpendicular under proposed foundations, utility trenches should be constmcted outside a 1:1 projecfion from die base-of-foundations. Trenches for utility lines under stmctures should be properiy backfllled and compacted. Utilities should be bedded and backfllled widi 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. Compacfion by jetfing is not allowed. The remainder of the backflll 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 stmcture and pavement) and 90 percent (not under stmcture and pavement) of maximum dry density (based on ASTM D1557). Site Drainage Drainage should be designed to collect and direct surface waters away from stmctures to approved drainage facilities. Downspouts, berms, area drains and other drainage controls should be included in constmction considerafions to minimize discharging or ponding of water near the foundafion 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 stmctures should be provided and maintained within at least 5 feet from stmcture to reduce any mnoff from infiltrafing the soil beneadi stmctural foundafion. 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 perform on-site constmction observations and testing to ascertain that condifions cortespond to the findings and conclusions presented herein and that constmction conform generally to the recommendations presented herein. 17 Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort. Carlsbad, CA Lop No. 11-1409 The geotechnical and geological consultants should be called upon for testing and observations as indicated in this 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 foundafion 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 diis firm or by other regulatory agencies. LIMITATIONS The analyses, conclusions, and recommendafions contained in this report are based on site conditions as they existed at the fime of our investigation and further assume the explorafions to be representafive of the subsurface conditions throughout the site. If different subsurface conditions are observed during constmction, we should be promptly nofified for review and reconsideration of our recommendations. This report was prepared for the exclusive use and benefit of the owner, architect, and engineer for evaluafing 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 invesfigafion 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 SITE LOCATION MAP SALES, ACTIVITY & FITNESS BUILDINGS zn Project No. 1916-A08 Date: NOV. 2011 HGURE 1 MTGL, INC. Approximate Location of Boring BORING LOCATION PLAN SALES. ACTIVITY & FITNESS BUILDINGS I Date: NOV. 2011 | FIGURE 2 Project No. 1916.A08 A MTGL, INC. APPENDIX A REFERENCES Blake, Thomas F., 2000, "EQFAULT, A Computer Program for the Deterministic Prediction of Peak Horizontal Acceleration From Digitized California Faults CDMG, Califomia Division of Mines and Geology, 2000, DMG CD 2000-003, Digital Images of Official Maps of Alquist-Priolo Zones. Bryant, W.A. and Hart, E,W.,2007, Fault Rupture Hazard Zones 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, CW., 1994, Fault Activity Map of Califomia and Adjacent Areas, Califomia Division of Mines and Geology. Scale 1:750,000. Califomia Department of Conservafion, 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 Conservafion, 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, Landslide Hazards in die Northem Part of the San Diego Metropolitan Area, San Diego County, CA, DMG Open-File Report 95-04, Landslide Hazard Idenfification Map No. 35. Califomia Department of Conservation, Division of Mines and Geology, The Rose Canyon Fault Zone , Southem Califomia, 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 die Navy, Naval Facilities Engineering Command, 1982, Foundations and Earth Stmctures, 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 Villas 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. APPENDIXB 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 perfomied under the 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 condifions are summarized on the Boring Logs, Figures B-l and B-5. The soils were classified based on field observations and laboratory tests. DEFINITION OF TERMS PRIMARY OIViSiONS SYMBOLS SECONDARY DIVISIONS 0) 2 -J CE co< Q u. o o cn 6 Zu, 0) C UJ HI — o ^ oe < CO 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 5« FINES) .0 QW QRAVEL WiTH FINES CLEAN SANDS (LESS THAN 6K FINES) SANDS WITH FINES W0II graded eravata. araval-aar«d mixturaa, llttla or no fbiaa. QP Poorty gradad gravala or graval-aand mixturaa, ttttia or no finea. GM Siity gravala, gravai-aand-allt mixturaa, non-piaatio fInaa. QC Clayay gravala, gravoi-aand-ciay mixturaa, piaatic llnaa. SW Wall graded aanda, gravally aanda, IHtlo or no fInaa. SP Poorly gradad aanda or gravelly aanda, IIHIa or no fInaa, SM Siity aanda, aand-ailt mixturaa, non-plaatic (Inea. SC Clayay aandq. sand-ciay mixturaa, plaatle finaa. (0 CO Q UJ Z < OC o < X z < z Ul oc si LL Ui Ul UJ (0 < > 0] (0 0} o — O -J« <d K Z Ui !cl S z SILTS AND CLAYS LIQUID LIMIT IS LESS THAN 50% ML Inorganic ailta and vary (Ine aanda, roclc (lour, allty or ciayay fine aanda or clayey ailta with alight plaatlcity. CL SILTS AND CLAYS LIQUID LIMIT IS QREATER THAN 50% inorganic clays of low tb medium plaatlcity, gravelly claya, aandy claya, laan claya. OL Organic alita and organic allty clays of iow plaaticKy. MH Inorganic sllta. mieaceoua or diatomaoeoua fine aandy or allty aoils, aiaatic alita. CH Inorganio clays of high plaatlcity, (at claya. OH Organic claya of medium to hl0h plaatlcity, organic ailta. HIQHLY ORGANIC SOILS Pt Paat and other highly organic aoiia. GRAIN SIZES SILTS AND CLAYS SAND FINE MEDIUM COARSE QRAVEL FINE COARSE COBBLES BOULDERS 200 40 10 4 U.S. STANDARD SERIES SIEVE 3/4' 3* 12* CLEAR SQUARE SIEVE OPENINQS QROUND WATER LEVEL OR QROUHD WATER 8EEPAQE. LOCATION OF SAMPLE TAKEN USiNQ A STANOARD SPLIT TUBE SAMPLER, 2- INCH O.D.. 1-9/8-INCH I.O. DRIVEN WITH A 140 POUND HAMMER FALLINQ aO-INCHES. LOCATION OF SAMPLE TAKEN USING A MODIFIEO CALIFORNIA SAMPLER. 3- 1/a-INCH O.D., WITH 2-1/2-INCH LO. LINER RINQS. DRIVEN USINO THE WEIGHT OF KELLY BAR (LARGE DIAMETER BORINGS) OR USING A 140 POUND HAMMER FALLING 30-INCHE8 (SMALL DIAMETER BORINQ).' LOCATION OF SAMPLE TAKEN USINQ A 3-INCH O.D. THIN-WALLED TUBE SAMPLER (SHELBY TUBE) HYDRAULICALLY PUSHED. LOCATION OF BULK SAMPLE TAKEN FROM AUQER CUTTINGS. KEY TO LOQS - UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D-2487) JOB NO.: 1916A08 DATE: NOV. 2011 FIGURE: B-0 DATE OBSERVED: Oct. 6,2011 METHOD OF DRILLING: 8" Hollow Stem Auger LOGGED BY: ECD GROtIND ELEVATION: LOCATION: See Figure 2 = o u 5 u BORING NO. B-1 DESCRIPTION SOIL TEST SB-1 SB-2 36 52 10 SB-3 76 15 SS-1 54 20 SS-2 56 25 SS-3 49 30 SS-4 55 35 40 13.5 12.5 122.9 120.4 FILL: Silty Sand (SM), orange-brown, moist, medium dense, trace clay. Grades to dense. Corrosivity R-value Gradation Direct Shear Consolidation TERRACE DEPOSITS: Silty Sand (SM), orange-brown. 9.3 124.1 moist, very dense, mix yellow-brown color, trace clay. 11.8 Grades with mix grey color. 10.4 Grades with dark brown color. 13.4 Grades to dense 10.4 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-l DATE OBSERVED: Oct. 6,2011 METHOD OF DRILLING: 8" Hollow Stem Auger LOGGED BY: ECD GROUND ELEVATION: ±190 LOCATION: See Figure 2 a Z. e-l s 8 " Q BORING NO. B-2 DESCRIPTION SOIL TEST SB-1 SB-2 38 46 10 SB-3 65 IS SS-1 24 20 SS-2 37 25 30 35 40 12.1 13.5 124.8 126.2 F|LL: Silty 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-brown color. 13.2 123.8 Max. Density Expansion Index Corrosivity Direct Shear Consolidation 10.2 Grades to medium dense 8.2 Grades to dense. Boring Terminated at 20 Feet. No Groundwater Encountered. Borehole Backfllled on 10/6/2011. Project No.: 1916A08 LOG OF BORING Figure B-2 DATE OBSERVED: Oct. 6,2011 METHOD OF DRILLING: 8" HollOW Stem Auger LOGGED BY: ECD GROUND ELEVATION: ±215' LOCATION: See Figure 2 as Ul a ^ a 5 § BORING NO. B-3 DESCRIPTION SOIL TEST SB-1 SB-2 10 SB-3 15 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 9.3 123 132.8 125.8 131.9 FILL: Silty Sand (SM), orange-brown, moist, medium dense, trace clay. Mix with dark brown color, very dense. Grades to medium dense. TERRACE DEPOSITS: Silty Sand (SM), orange-brown. moist, very dense, trace clay. Grades to dense. Grades to medium dense. Boring Terminated at 30 Feet. No Groundwater Encountered. Borehole Backfilled on 10/6/2011. R-value Project No.: 1916A08 LOG OF BORING Figure B-3 DATE OBSERVED: Oct. 6, 2011 METHOD OF DRILLING: 8" Hollow Stem Auger LOGGED BY: ECD GROUND ELEVATION: ±21S' LOCATION: See Figure 2 a a w Z. 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 fo 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 projeot No.: 1916A08 LOG OF BORING Figure B-4 DATE OBSERVED: Oct. 6, 2011 METHOD OF DRILLING: 8" Hollow Stem Auger LOGGED BY: ECD GROUND ELEVATION: ±215' LOCATlONj See Figure 2 Id 5 S " D BORING NO. B-4 DESCRIPTION SOIL TEST 40 SS-8 45 45 SS-9 57 50 SS-10 50/3' 55 60 65 70 75 80 9.5 9.8 5.7 TERRACE DEPOSITS: Sllty Sand (SM), orange-brown. moist, dense, trace clay. Grades to gravel inclusions, very dense. Boring Tenninaled at 50 Feet. No Groundwater Encountered. Borehole Backfilled on 10/6/2100. Project No. 1916A08 LOG OF BORING Figure B-4A DATE OBSERVED Oct. 6, 2011 METHOD OF DRILLING: 8" Hollow Stem Auger LOGGED B Y: ECD GROUND ELEVATION: ±215' LOCATION: See Figure 2 1 DEPTH (FEET) 1 UMBER BLOWS/FOOT J"1PLES MPLE td * IN-PLACE DRY DENSITY (PCF) BORING NO. B-5 1 DEPTH (FEET) 1 SAMPLE N BLOWS/FOOT DRIVE SA BULK SA MOIST! CONTENT IN-PLACE DRY DENSITY (PCF) DESCRIPTION SOIL TEST 0_ FILL: Silty Sand (SM), orange-brown, moist, medium dense, trace clay. SB-1 41 8.2 123.5 5 SB-2 47 13.2 123.4 Gradation 10 SB-3 39 13.8 123.4 Grades to mix dark brown color. v 15_ SB-4 37 Y 11.6 124.6 Gradation A Direct Shear Consolidation TERRACE DEPOSITS: Siltv Sand (SM), moist, oranae- brown, very dense, trace clay. ?£. SB-5 50/4" 10.4 122.9 — SS-1 34 10.1 Grades to dense. — SS-2 57 10.4 Grades to very dense. „ 35_ SS-3 60 9,9 40 SS-4 70 7.9 Boring Terniinated at 40 Feet. No Grounwater Encountered. Borehole Backfilled on 10/6/2011. Project No.: 1916A08 LOG OF BORING Figure B-5 DATE OBSERVED: Oct. 6, 2011 METHOD OF DRILLING: 8" HollOW Stem Auger LOGGED BY; ECD GROUND ELEVATION: ±215' LOCATION: See Figure 2 oi Cd es Cd .A td Z. is ^8 BORING NO. B-6 DESCRIPTION SOIL TEST 10 15 20 25 30 35 40 SB-1 SB-2 SB-3 SB-4 SS-1 SS-2 53 43 35 90 37 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 Corrosivity Gradation Direct Shear Consolidation TERRACE DEPOSITS: Sllty Sand (SM), orange-brown, moist, very dense, trace clay. Grades fo dense. Grades to very dense. Boring Terminated at 30 Feet. No Groundwater Encountered. Borehole Backfilled on 10/6/2011. Project No. igi6A08 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/DENSFTY Determinations of in situ moisture content and dry density were performed on selected undisturbed samples. Soil moisture content determinations were performed according to die ASTM D 2216. The dry density of soil was determined on CAL samples in general accordance with ASTM D2937. Results of diese tests are presented on the boring logs, Figures B-l through B-2, in Appendix B. CLASSIHCATION The Unified Soil Classificafion 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-1 to C-5 MAXIMUM DENSITY A maximum density test was performed on a representafive bag sample of the near surface soils in accordance with ASTM D1557. The test results are shown below. Location Maximum Dry Density (pcf) Optimum Moisture Content (%) B-2 @ 8'- 12" 130.5 8.3 B-4 @ 8' -12' 134.2 8.5 B-6 @ 5' -9' 131.3 1 9.7 DIRECT SHEAR Direct shear tests were performed in general accordance with ASTM D3O80-98. Direct shear tests were performed on undisturbed soil samples. Test results are as follows. Location Cohesion Angle of Intemal (PSF) Friction (Deg.) B-l @ 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 widi ASTM D4829. Test results are presented in the following table. Boring Depth Expansion Index UBC No. (feet) (EI) Potential 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 results are presented below. Sample Location PH Soluble Sulfates (%) Min. Resistivity (ohm-cm) B-l @ r-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 detemiine compressibility characterisfics in accordance widi ASTM D2435. Test result is presented on Figure C-6 to C-9. R-VALUE R-value testing was performed on exisfing upper on-site soil widiin proposed pavement areas. Califomia Department of Transportation (Caltrans) Test Method 301 was used to determine exudafion and expansion values. Location R- Value B-i@ r-5' 25 B-3 @ r -5' 48 Particle Size Distribution Report ta to CM rf! ooo ooo CJ OIO CVJ to * to r: % 4c « % « «: 100 90 80 70 60 50 40 30 20 10 0 i i I I I ] 1 I i i I I i I I I r r^i I ! 1 r;:; I I li lil iii ll i I: Q In i I HI A' I 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 0.6 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 PL= Dgo= 0.7318 DKn= 0.3338 DlO= uscs= Material Description Atterberq Limits LL= Coefficients Do5= 0.6501 •30= 0.1986 C[s- Classification AASHTO= Remarlts Pl= 060= Dl5= 0.4038 (no specirication provided) Sample Number: B-l Depth: 5' Date: 10/24/11 MTGL, Inc. Anaheim, CA Client: Project: SALES / HTNESS BUILDING - MARBRISA PHASE 2 ProjectNo: 1916-A08 Figure C-1 Tested By: JH Checked By: ED_ Particle Size Distribution Report .E 100 90 80 70 a: ty 60 o o S ^ § IL i I I il I I p- ;"0 i I I i I I I i I i i i I I iMi I li Ml, 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 6.1 3.4 27.1 29.4 34.0 SIEVE PERCENT SPEC* PASS? SIZE FINER PERCENT (X=NO) .375 100.0 #4 93.9 #10 90.5 #20 86.6 #40 63.4 #60 46.8 #100 39.2 #200 34.0 IVlaterial Description Atterbera Limits LL= Pl= DQO= 1.7910 •50= 0.2834 Coefficients •85= 0.7921 °30= DBO= 0.3874 D15= USCS= Classification AASHTO= Remarks (no specification provided) Sample Number: B-2 Depth: 10' Date: 10/24/11 MTGL, Inc. Anaheim, CA Client: Project: SALES / FITNESS BUILDING - MARBRISA PHASE 2 ProjectNo: 1916-A08 Figure C-2 Tested By: _JhL Checked By: ED_ Particle Size Distribution Report . .e • c c •= CO CVl * - S il S too 90 80 70 60 50 40 30 20 10 I I : I I I I 100 GRAIN SIZE - mm. 0.001 % +3" 0.0 % Gravel Coarse 0.0 Fine 0.0 % Sand Coarse 0.0 Medium 16.6 Fine 49.0 % Fines Silt 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 Clay Materia! Descriotion PL= Atterbera Limits LL= Pl= •90= 0,5158 •50= 0.1958 DlO= Coefficients •85= 0.4427 •30= •60= 0.2545 D15= USCS= Classification AASHTO= Remarks (no specification provided) Sample Number: B-4 Depth: 10' Date: 10/24/11 MTGL, Inc. Anaheim, CA Client: Project: SALES / FITNESS BUILDING - MARBRISA PHASE 2 ProjectNo: 1916-A08 Figure C-3 Tested By: _JH_ Checked By: ED_ Particle Size Distribution Report 100 10 1 0.1 GRAIN SIZE - mm. 0.01 0.001 % +3" % Gravel Coarse Fina % 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= Atterbera Limits LL= Pl= •90= 0.5460 •50= 0.1925 • 10= Coefficients •85= 0.4645 °30= Uy- •60= 0.2546 D15= USCS= Classification AASHTO= Remarks (no specificaiion provided) Sample Number: B-5 Depth: 15' Date: 10/24/11 MTGL, Inc. Anaheim, CA Client: Project: SALES / FITNESS BUILDING - MARBRISA PHASE 2 ProjectNo: 1916-A08 Figure C-4 Tested By: J\±_ Checked By: ED_ Particle Size Distribution Report to n . -S . 1^ ^ s c S J. .S - ^ m 100 90 80 70 80 50 40 30 20 10 I I i I i: iil ii_ i1 : 1 Ij I'ftl 100 10 0.1 0.01 GRAIN SIZE - mm. ! I 1 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 PL= DQO= 0,5952 D|O= 0.2359 USCS= Material Description Atterberg Limits LL= Coefficients •85= 0.5127 •30= 0.1156 Cy = Classification AASHTO= Remarks Pl= •60= 0.2941 D15= (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 ProjectNo: 1916-A08 Figure C-5 Tested By: JH_ Checked By: ED_ -0.4 100 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. 4163 IVIATERIAL OESCRIPTION USCS AASHTO ProjectNo. 1916-A08 Client: Project: SALES / FITNESS BUILDING - MARBRISA PHASE 2 Source: Sample No.: B-l Elev^Depth: 5 MTGL, Inc. Anaheim, CA Remarks: Figure C-6 100 CONSOUDATION TEST REPORT 200 500 1000 2000 Applied Pressure - psf 5000 Natural Sat. Moist. Dry Dens, (pcf) LL Pl Sp. Gr. Overburden (psf) Pc (psf) Cr Swell Press, (psf) CIpse. 1249 0.2 MATERIAL DESCRIPTION USCS AASHTO ProjectNo. 19I6-A08 Client: Project: SALES / FITNESS BUILDING - MARBRISA PHASE 2 Source: Sample No.: 3 2 ElevTDepth: 10' MTGL, Inc. Anaheim, CA Remarks: Figure C-7 100 CONSOLIDATION TEST REPORT 200 500 1000 2000 Applied Pressure - psf 5000 Natural Sat. Moist. Dry Dens, (pcf) LL PI Sp. Gr. Overburden (psf) (psf) Cr Swell Press, (psf) Swell 2693 1108 0,1 MATERIAL DESCRIPTION USCS AASHTO ProjectNo. 1916-A08 Client: Project: SALES / FITNESS BUILDING - MARBRISA PHASE 2 Source: Sample No.: B-5 ElevTDepth: 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) (psf) Swell Press, (psf) CIpse. 2559 0.1 MATERIAL DESCRIPTION USCS AASHTO ProjectNo. 1916-A08 Client: Project: SALES / FITNESS BUILDING - MARBRISA PHASE 2 Source: Sample No.: B-6 Elev7Depth: 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 diis secfion. Seismicitv Seismic design values were computed based on site coordinates of N33.13199 and Wl 17.31241. The nearest active fault computed by die 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 mofion values derived from die 2010 Califomia BuUding Code (CBC), Tifie 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 -- 800 -- 700 -- 600 -- 500 -- 400 -- 300 200 -- 100 -- -100 I I I I I I I I I I I I IIIIIIIII -400 -300 -200 -100 0 100 200 300 400 500 600 TEST.OUT *********************** * * * EQFAULT * * * * Version 3.00 * * * *********************** DETERMINISTIC ESTIMATION OF PEAK ACCELERATION FROM DIGITIZED FAULTS DOB NUMBER: 1916-A08 P^^^. io-21-2011 JOB NAME: sales, Activity & Fitness Buildings CALCULATION NAME: Test Run 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. u.u DISTANCE MEASURE: cdist Sent Septh: 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 PARAMETERS Page 1 APPROXIMATE ABBREVIATED DISTANCE MAXIMUM PEAK EST. SITE FAULT NAME mi Ckm) EARTHQUAKE SITE INTENSITY MAG.CMW) ACCEL, g MOD.MERC. ==================:=====:======== ====: === ====: === ========== ========== ========= ROSE CANYON 5 3C 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 3C 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 4C 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 8C 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 8C 80 2) 6.7 0.037 V SAN JACINTO-COYOTE CREEK 51 7( 83 2) 6.8 0.039 V WHITTIER 53 3C 85.8) 6.8 0.037 V ELSINORE-COYOTE MOUNTAIN 56 2C 90.5) 6.8 0.035 V COMPTON 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 3C 98 6) 6.7 0.028 V SAN JACINTO - BORREGO 64 9( 104 5) 6.6 0.024 V SAN ANDREAS - San Bernardino 65 7C 105 7) 7.5 0.053 VI SAN ANDREAS - Southern 65 7C 105 7) 7.4 0.048 VI SAN JOSE 70.6C 113 7) 6.5 0.019 IV PINTO MOUNTAIN 72 5C 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 2C 124 2) 7.0 0.025 V BURNT MTN. 78 OC 125 6) 6.4 0.016 IV CLEGHORN 79 OC 127 2) 6.5 0.017 IV EUREKA PEAK 80 8C 130.1) 6.4 0.015 IV SUPERSTITION MTN. (San Jacinto) 81 OC 130 4) 6.6 0.018 IV NORTH FRONTAL FAULT ZONE (East) 81 2C 130 6) 6.7 0.018 IV SAN ANDREAS - 1857 Rupture 82. 4C 132. 6) 7.8 0.051 VI SAN ANDREAS - Mojave 82. 4C 132 6) 7.4 0.036 V RAYMOND 82. 5C 132. 8) 6.5 0.015 IV CLAMSHELL-SAWPIT 84. 2C 135 5) 6.5 0.015 IV ELMORE RANCH 84.7( 136.3) 6.6 0.017 IV VERDUGO 85. 2C 137. 1) 6.7 0.017 IV SUPERSTITION HILLS (San Jacinto) 85. 7C 138. 0) 6.6 0.017 IV HOLLYWOOD 87. IC 140. 1) 6.4 0.013 III ESTIMATED MAX. EARTHQUAKE EVENT Page 2 TEST.OUT DETERMINISTIC SITE PARAMETERS Page 2 ESTIMATED MAX. EARTHQUAKE EVENT APPROXIMATE ABBREVIATED DISTANCE MAXIMUM PEAK EST. SITE FAULT NAME mi Ckm) EARTHQUAKE SITE INTENSITY MAG.CMW) ACCEL, g MOD.MERC. LAGUNA SALADA 87.4C 140.7) 7.0 0.023 IV LANDERS 88.IC 141.8) 7.3 0.030 V HELENDALE - S. LOCKHARDT 89.4C 143.8) 7.1 0.025 V SANTA MONICA 91.8C 147.7) 6.6 0.014 IV LENWOOD-LOCKHART-OLD WOMAN SPRGS 93.IC 149.8) 7.3 0.028 V BRAWLEY SEISMIC ZONE 94.IC 151.4) 6,4 0.012 III MALIBU COAST 94.3C 151.8) 6.7 0.015 IV JOHNSON VALLEY CNorthern) 96.IC 154.6) 6.7 0.016 IV EMERSON SO. - COPPER MTN. 96.2C 154.8) 6.9 0.019 IV NORTHRIDGE CE. Oak Ridge) 98.5C 158.5) 6.9 0.016 IV SIERRA MADRE CSan Fernando) 99.OC 159.3) 6.7 0.014 IV SAN GABRIEL 99.2C 159.7) 7.0 0.020 IV ******************************************************************************* -END OF SEARCH- THE ROSE CANYON 52 FAULTS FOUND WITHIN THE SPECIFIED SEARCH RADIUS. FAULT IS CLOSEST TO THE SITE. IT IS ABOUT 5.3 MILES C8.5 km) AWAY. LARGEST MAXIMUM-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 S1 = 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 Ciass 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 SIVII SMs = Fa X Ss and SM1 = Fv x S1 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) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.13199 Longitude = -117.31241 Design Spectral Response Accelerafions SDs and SD1 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) APPENDIXB GENERAL EARTHWORK AND GRADING SPECIHCATIONS APPENDIX E GENERAL EARTHWORK AND GRADING SPECIFICATIONS 1. GENERAL These specifications present general procedures and requirements for grading 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 reconiniendatioi« contained in the attached geotechnical report are a part of the earthwork and grading specificatiorvs and shall supersede the provisions contained herein in the case of conflict Evaluations perfonned by the Consullant during the course of grading may result in new recommendations, which could supersede ftese specifications, or the recommendations of the geotechnical report. 2. EARTHWrORK OBSERVATION AND TESTING Prior to the start of grading, a qualified Geotechnical Consultant (Geotechnical Engineer and Engineering Geologist) shall be employed for fhe purpose of observing earthwork procedures and testing the fiUs for conformance with the recommendations of the geotechnical report and fliese specifications. It will be necessary that the Consultant provide adequate testing and observation so that he may detemiine that the work was accomplished as spedfied. It shall be the responsibility of the Contractor to assist the Consultant and keep them applied 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 accomplish the work in accordance with applicable grading codes or agency ordinances, these specifications and the approved grading plans. Maximum dry density tests used lo determine the degree of compaction will be performed in accordance with the American Society for Testing and Materials Test Method (ASTM) D1557-91 or later revision. 3. PREPARATION OF AREAS TO BE FILLED Clearing and Grubbing: 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 otherv\Mse 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 Consullant. Moisture conditionuig: Overexcavated and processed soils shall be watered, dried-back, blended, and mixed as required to have a relatively unifonn moisture content near the optimum moisture content as deiermined by ASTM D1557. Recompaction: Overexcavated and processed soils, which have been mixed, and 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 benched. Benches shall be excavated in firm malerial for a minimum widlh of 4 feet. 4. FILL MATERIAL General: Malerial lo be placed as fill shall be free of organic matter and other deleterious subslances, and shall be approved by the Consultant. Oversize: Oversized material defined as rock, or other irreducible material willi a maximum dimension grealer than 12 inches, shall not bc buried or placed in fill, unless Uie location, malerial, and disposal methods are specifically approved by the Consultant. Oversize disposal operations shall be such lhat nesting of oversized material does not occur, and such that the oversize material is completely surrounded by compacted or densified fill. Oversize malerial shall nol be placed within 10 feel 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 malerial is required for grading, the import malerial shall meet the general requirements. 5. nLL PLACEMENT AND COMPACTION Fill Lifts: Approved fill material shall be placed in ureas prepared lo receive fill in near-horizonlal layers not exceeding 6 inches in compacted ftickness. Tlie Consultant may approve thicker lifts if testing indicates the grading procedures are such ftat adequate! compaction is being achieved wift lifts of greater thickness. Each layer shall be spread evenly and shall be thoroughly mixed during spreading to attain uiuformity of material and moisture in each layer. Fill Moisture: Fill layers at a moistuie content less layers shall be aerated by scarification or shall and mixing of fill layers shall continue until optimum. ijian optimum shall be watered and mixed, and wet fill be blended wift drier material. Moisture conditioning fill material is at uniform moisture content at or near fte Compaction of Fill: After each layer has been evenly spread, moisture conditioned, and mixed, it shall be uniformly compacted to not less that 90 percent of maximum dry density in accordance wift ASTM D1557. Compaction equipment shall be adequately sized and shall be eifter specifically designed for soil compaction or of proven reliability, to efficiently achieve fte spiecified degree of compaction. FiU Slopes: Compacting on slopes shall be accomplished, in addition to normal compacting procedures, by backrolling of slopes wift sheepsfoot rollers al frequent increments of 2 lo 3 feet as the fill is placed, or by ofter meftods producing satisfactory results. At fte completion of grading, the relative compaction of the slope out lo the slope face shall be al least 90 percent in accordance wift ASTM D1557. Compaction Testing: Field tests to check fte fill moisture and degree of compaction will be performed by fte consultant- The location and frequency of tests shall be al fte consultant's discretion. In general, these lests will be take at an interval not exceeding 2 feet in vertical rise, and/or 1,000 cubic yards of ftll 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 feel of vertical height of slope. 6. SUBDRAIN INSTALLATION Subdrain systems, if required, shall tie installed 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 wiftout fte 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 fte subdrain. 7. EXCAVATION Excavations and cut slopes will be examined during grading. If directed by fte Consultant, furfter excavation or overexcavation and refilling of cut areas, and/or remedial grading of cut slopes shall be performed. Where fill over cut slopes are lo be graded, unless ofterwise approved, the cul portion of fte slope shall be made and approved by the Consultant prior to placement of materials for construction of fte fill portion of fte slope. BUILDING ENERGY ANALYSIS REPORT PROJECT: Hilton Marbrisa Resort 5500 Grand Pacific Drive Carlsbad, CA 92008 Project Designer: Nogle Onufer Associates Arcliitects 2398 San Diego Ave. San Diego, CA92110 619-297-8066 Report Prepared by: DEC Engineers, Inc. Job Number: Date: 8/8/2011 The EnergyPro computer program has been used to perfonn the calculations summarized In this compliance report. This program has approval and is authorized by the Califomia Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Sfandards. This program developed by EnergySoft, LLC - www.energysoft.com. EnergyPro 5.1 by EnergySofl User Number 5151 RunCode: 2011-08-08T13:25:27 ID: TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Nonresidential Performance Title 24 Forms 3 Form ENV-MM Envelope Mandatory Measures 35 Form MECH-MM Meciianical Mandatory Measures 36 EnergyPro 5.1 by EnergySoft Job Nuniber: ID: User Number 5151 PERFORMANCE CERTIFICATE OF COMPLIANCE (Parti of3) PERF-1 C Project Name Hilton Marbrisa Resort Date 8/8/2011 ProjectAddress 5500 Grand Pacific Drive Carisbad Climate Zone CA Climate Zone 07 Total Cond. FioorArea ^2.5^4 Addition FioorArea n/a GENERAL INFORMATiON Building Type: • Nonresidential • • Relocatable - indicate O IHigli-Rise Residential El specific climate zone • Hotel/Motel Guest Room all climates Phase of Construction: H New Construction • Addition • Alteration STATEMENT OF COMPLiANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to a Building using the perfomiance compliance approach. The documentation author hereby certifies that the documentation is accurate Documentation Author Slgnaturi Company gng/naws, Inc Date Address Phone Clty/Slate/ZIp , <^ ^^^^ ^ '^^^^^ The Principal Designer hereby certifies that the proposed building design represented In this set of construction documents is consistent with the otfier compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit appiication. The proposed building has been designed to meet the energy efficiency requirements contained in sections 110,116 through 118, and 140 through 149 of Title 24, Part 6. Piease Check one: ENV. LTG. MECH. • I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and tfiat I am licensed in the State of Califomia as a civil engineer, mechanical engineer, electrical engineer, or I am a licensed architect. I affirm that I am eligible under the provisions of Divtsion 3 of the Business and Professions Code by seclion 5537.2 or 6737.3 to sign this document as the person responsible for ite preparation; and that I am a licensed contractor performing this work. I affirm that I am eligibie under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537,5538 and 6737.1. Principal Envelope Designer Name Ruas Onufitr Signature Company A/pflte Onufer Associates Architects Address 2398 San Dlego Ave. Clly/State/Zip gq„ ^ ,p Principal lUleclianical Designer Name Chris Deck SIgnalui Company DEC Engineers Inc. Oate 2g>i2>-01-lZ Address 7360 Canvll RDatf, Suite 100 Ucense* 0087 City/Stateglp sanPi^go.CA 92121 Phone gsg.s78.3270 Principal Lighting Designer Name David Nutter Signature ^'"P°"y Nutter Electrical Design, Inc. Date Address 3103 Falcon St. Suite B. License # Cily/State«p san Dlego. CA 92103 Phone 819.278.0076 INSTRUCTIONS TO APPUCANT COMPUANCE & WORKSHEETS (check box If workstieets are Included) 0 ENV-IC Cenificate Of Compliance. Required on plans. Q LTQ-1C Certilicate of Compliance. Required on plans. • LTG-2C Ughting Controls Credit Worksheet. • LTG-3C Indoor Ughting Power Allowance. ES MECH-1 C Certificate of Compliance. Required on plans. B MECH-2C Air/Water SUa/Sen/lce Hot Water & Pool Requirements. Bl MECH-3C Mechanical Ventilation and Reheat. El MECH-5C Mechanical Equipmant Details. EnergyPm S.l by EnergySofl UserNumber 6151 RunCode: 20ff4W.08Tf 3.-25:27 ID: Page 3 of 36 PERFORMANCE CERTfFlCATE OF COMPLIANCE Pan 2 of 3) PERF-1C ''rojflcl N.ine Hilton Marbnsa Resort DillQ 678/2011 ANNUAL TDV ENERGY USE SUMMAflV (kBtu/aqfl-yr> Standard Enargy CoiTiporiary_ Space Healing Space Cooling indoor Fans Heal Raiodion Pumps S MISC Domes [IC Hot Waiof Lighting Process Process Ughting TOTALS Proposed Compliance Percent better than Standard 000 005 -OOS Healing 45 M 37 OB 7U Cooling ±40 0 77 Fans 0.00 000 000 Heal Rej OX 030 000 Pumps 2033 ?t43 490 DHW 2t17 2S.I7 000 Lighlrng 2it7 000 Receptacle 000 0.00 0.00 process 0.00 000 0.00 Process Ltg 12B2t 114 70 1356 ard 105% ( 106% evciudino process] BUILDING COMPLIES GENERAL HFORMATlON Buiicfing Onenlalion Number of Siones Number of Syslems Number of Zones (W03f5dtg 22 22 Condrtionetl Floor Area Unconditioned Floor Area Condifioned Fooiprint Area Natural Gas Available On Site 12.514 sqft 0 0 Bqft. y« Oientation Gross Area Qla^ina Area Glazinq Ralio Front Elevation 6.ZS0 sqft. IBO sqft. 20% LefT Elevation t.4iO sqft-0 sqtt-00% Rear Etevaitan tSB 6.400 sqti. t.^ sqfl. X0% Right Etevaliori i^ro sqft-0 sqTL 00% TotaT sqft-ztoo sqfl. 135% Roof 4.440 sqft-0 sqft. 00% Standard Prescriptive Lighting Power Denairy F^escnptiwe Envelope TDV Energy OOOO 209.217 Proposed 0.000 310.274 Prescriptive Values for W/sqtl Companson only See LTG-IC lor allowed LPD Remarks: RunCattr 2011-08-08713 2SU 'Cl Pm4of36 PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 3 of 3) PERF-1 C Project Name IHilton Marbrisa Resort Date 8/8/2011 ZONE INFORMATION System Name Zone Name Occupancy Type Floor Area (sqft.) Inst. LPD (W/sf)' Ctrl. Credits (W/sf)' Allow Area (W/sf)^ ed LPD Tailored (W/sf)" Proc. Loads (W/sf) FC (Plan View West Lockou West Unit Lockout Hotel/Motel Guest Room 367 •0.500 FC (Plan View West Ma/n) West Unit Main Hotel/Motel Guest Room 1,474 '0.500 FC (Interior Lockout) Interior Unit Lockout Hotel/Motel Guest Room 1,468 '0.500 FC (Interior Main) Interior Unit Main Hotel/Motel Guest Room 2,948 '0.500 FC (Plan View East Lockout} East Unit Lockout Hotel/Motel Guest Room 367 '0.500 FC (Plan View East Main) East Unit Main Hotel/Motel Guest Room 1,474 '0.500 FC (2nd Plan View West Loc West Unit Lockout Hotel/Motel Guest Room 367 '0.500 FC (2nd Plan View East Loci East Unit Lockout Hotel/Motel Guest Room 367 '0.500 FC (3rd West) West Unit Main Hotel/Motel Guest Room 737 '0.500 FC (3rd Interior Lockout) Interior Unit Lockout Hotel/Motel Guest Room 734 '0.500 FC (3rd Interior Main) Interior Unit Main Hotel/Motel Guest Room 1,474 '0.500 FC (3rd East) East Unit Main Hotel/Motel Guest Room 737 '0.500 Notes: 1. See LTG-IC (Items marked with asterisk, see LTG-1-C by others) 2. See LTG-2C 3. See LTG-3C (by others) 4. See LTG-4C Items above require special ckicumentation EXCEPTIONAL CONDITiONS COMPLiANCE CHECKLIST The local enforcement agancy stiould pay special attention to ttie Items specified In ttils checklist. These Items require speclal written ustlflcatlon and documentation, and speclal verification to t>e used with the performance approach. The local enforcement agency determines the adequacy of the Justifications, and may reject a building or design that othenwise compiles based on the adequacy of the special iustification and documentation submitted. Multiple Dwelling Units are served by a common water heater Verify DHW details. The DHW System Bradford White is a non-NAECA large storage gas water heater Verify DHW details. The exceptional features listed In this performance approach application have specificaily t>een reviewed. Adequate written Justification and documentation for their use have been provided by the applicant. Authorized Signature or Stamp EnergyPm 5.1 by EnergySoft User Number: 5151 RunCode: 2011-08-08713:25:27 ID: Page 5 of 36 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Parti of3) ENV-1 C Project Name Hilton Martyrise Resort Date 8/8/2011 Project Address 5500 Grand Pacific Drive Carisbad Climate Zone Total Cond. Floor Area ^2,5^4 Addition Ftoor Area n/a GENERAL INFORMATION Building Type: • Nonresidential • High-Rise Residential Q Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School _B!da^ • Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space a 8000 ft^ (If checked Include the ENV-4C with submittal) Phase of Construction: Q New Construction • Addition • Alteration Approach of Compliance: • Component d Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 315 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE OETAILS INSULATION Tag/ID Assembly Type < 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 IL 1 Wall 161 (NW) 0.074 R-19 4.31-A5 New • • 2 Door 24 (NW) 0.500 None 4.5.1-A4 New • • 3 Wall 450 (SW) 0074 R-19 4.3.1-A5 New • • 4 Wall 130 (SE) 0.074 R-19 4.3.1-A5 New • • 5 Wall 662 (NW) 0.074 R-19 4.3.1-A5 New • • 6 Door 48 (NW) 0.500 None 4.5.1-A4 New • • 7 Wall 530 (SE) 0.074 R-19 4.3.1-A5 New • • 8 Wall 644 (NW) 0.074 R-19 4.3.1-A5 New • • • • • • 1. See Instmctions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Forni and take appropriate action to correct. A fail does not meet complianoe. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type < Orientation Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass Fall' 1 Window f,920 (SE) 0650 NFRC 0.400 NFRC • New • • 2 Window 180 (NW) 0650 NFRC 0.400 NFRC • New • • • • • • • • • • • • • • • • • • • • • • • • • • See Insfructions 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 conrect. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 5151 RunCode: 2011-08-08T13:25:27 ID: Page 6 of 36 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Parti of3) ENV-IC Project Name Hilton Marbrisa Resort Date 8/8/2011 Project Address 5500 Grand Pacific Drive Carisbad Climate Zone Total Cond. Floor Area 12.514 Addition Floor Area n/a GENERAL INFORMATION Building Type: • Nonresidential • HIgh-Rlse Residential Ql 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: Q New Construction • Addition • Alteration Approach ot Compliance: • Component Cl Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or In Degrees: 315 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' 9 Door 96 (NW) 0.500 None 4.5.1-A4 New • • 10 Wall 520 (SE) 0.074 R-19 4.31-A5 New • • 11 Wall 1,324 (NW) 0.074 R-19 4.31-A5 New • • 12 Door 96 (NW) 0.500 None 4.5.1-A4 New • • 13 Wall 1,060 (SE) 0.074 R-19 4.31-A5 New • • 14 Wall 161 (NW) 0.074 R-19 4.3.1-A5 New • • 15 Door 24 (NW) 0.500 None 4.5.1-A4 New • • 16 Wall 450 (NE) 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 fall 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 Fall then describe on Page 2 of the Inspection Checklist Fomi and take appropriate action to correct. Verify building plans if necessary. EnergyPm 5.1 by EnergySoft User Number: 5151 RunCode: 2011-08-08713:25:27 ID: Page 7 of 36 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Parti of3) ENV-IC Project Name Hilton Marbrisa Resort Date 8/8/2011 Project Address 5500 Grand Pacific Drive Carisbad Climate Zone Total Cond. Floor Area 12.514 Addition Floor Area n/a GENERAL INFORMATION Building Type: • Nonresidential • High-Rise Residential d 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: Q New Construction • Addition • Alteration Approach of Compliance: • Component 12 Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or In Degrees: 315 deg FIELD INSPECTION ENERGY CHECKLIST I INSULATION OPAQUE SURFACE DETAILS 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 a IL 17 Wall 130 (SE) 0.074 R-19 4.11-A5 New • • 18 Wall 662 (Nm 0.074 R-19 4.31-A5 New • • 19 Door 48 (NW) 0.500 None 4.5.1-A4 New • • 20 Wall 530 (SE) 0.074 R-19 4.3.1-A5 New • • 21 Wall 161 (NW) 0.074 R-19 4.3.1-A5 New • • 22 Door 24 (NW) 0.500 None 45.1-A4 New • • 23 Wall 450 (SW) 0.074 R-19 4.3.1-A5 New • • 24 Wall 130 (SE) 0.074 R-19 4.31-A5 New • • • • • • 1. See Instmctions in the Nonresidential Compliance Manual, page 3-96. 2. If Fall, 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' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • See Instmctions 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. Verify building plans if necessary. EnergyPro 5.1 by EnergySofl User Number: 5151 RunCode: 2011-08-08713:25:27 ID: Page 8 of 36 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Parti of3) ENV-IC Project Name Hilton Marbrisa Resort Date 8/8/2011 Project Address 5500 Grand Pacific Drive Carisbad Climate Zone Total Cond. Floor Area 12.514 Addition Floor Area n/a GENERAL INFORMATION Building Type: • Nonresidential • HIgh-Rlse Residential 121 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: Q New Construction • Addition • Alteration Approach of Compliance: • Component BI Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or In Degrees: 3f 5 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS Tag/ID Assembly Type Area (ft') Orientation N, E, S, W U-Factor Cavity R-Value Exterior R-Value Exterior Fun-ing' Intertor R-Value Interior Furring' Joint Appendix 4 Condition Status Pass Fail' 25 Roof 185 (NW) O049 R-19 4.2. M4 New • • 26 Roof 185 (SE) 0049 R-19 4.2.1-A4 New • • 27 Wall 161 (NW) 0074 R-19 4.3.1-A5 New • • 28 Door 24 (NW) 0500 None 4.5.1-A4 New • • 29 Wall 450 (NE) 0.074 R-19 4.3.1-A5 New • • 30 Wall 130 (SE) 0.074 R-19 4.31-A5 New • • 31 Roof 185 (NW) 0.049 R-19 4.2.1-A4 New • • 32 Roof 185 (SE) 0.049 R-19 4.2.1-A4 New • • • • • • 1. See Instmctions 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' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • See Instmctions in the Nonresidential Compliance Manual, page 3-96. If Fail then describe on Page 2 of the Inspection Checklist Fonn and take appropriate action to correct. Verify building plans it necessary. EnergyPm 5.1 by EnergySoft User Number: 5151 RunCode: 2011-08-08713:25:27 ID: Page 9 of 36 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Parti of3) ENV-IC Project Name Hilton Marbrisa Resort Date 8/8/2011 Project Address 5500 Grand Pacific Drive Carisbad Climate Zone Total Cond. Floor Area 12.514 Addition Floor Area n/a GENERAL INFORMATION Bulldlng Type: • Nonresidential • High-Rise Residential liZI Hotel/l\1otel Guest Room • Schools (Public School) Relocatable Public School _B!da, • 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: 315 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type i < c I of V uT OZ I e 8± o X « n > O 0, if £> >< |l £ IL e I" Jl 33 34 Wall 331 (NW) 0.074 R-19 4.3.1-A5 New Door 24 (NW) 0.500 None 4.51-A4 New 35 36 37 38 39 40 Wall 510 (SW) 0.074 R-19 4.31-A5 New Wall 265 (SE) 0.074 R-19 4.3.1-A5 New Roof 370 (NW) 0.049 R-19 4.21-A4 New Roof 370 (SE) 0.049 R-19 4.2.1-A4 New Wall 322 (NW) 0.074 R-19 4.3.1-A5 New Door 48 (NW) 0.500 None 4.5.1-A4 New 1. See Instmctions in the Nonresidential Compilance Manual, page 3-96. 2. If Fail, then describe 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 Instmctions 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. Verify building plans if necessary. EnergyPm 5.1 by EnergySoft User Number: 5151 RunCode: 2011-08-08713:25:27 ID: Page 10 of 36 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Parti of3) ENV-IC Project Name Hilton Martjrisa Resort Date 8/8/2011 Project Address 5500 Grand Pacific Drive Carisbad Climate Zone Total Cond. Floor Area 12,514 Addition Floor Area n/a GENERAL INFORMATION Building Type: • Nonresidential • High-Rise Residential Q 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: • New Construction • Addition • Alteration Approach of Compliance: • Component Bl Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 3f5 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS Tag/IO Assembly Type "fc i < 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 260 (SE) 0.074 R-f9 4.3. M5 New • • 42 Roof 370 (NW) 0.049 R-)9 4.Z1-A4 New • • 43 Roof 370 (SE) 0.049 R-19 4.2.1-A4 New • • 44 Wall 662 (NW) 0.074 R-19 4.31-A5 New • • 45 Door 48 (NW) 0.500 None 4.5.1-A4 New • • 46 Wall 530 (SE) 0.074 R-19 4.3.1-A5 New • • 47 Roof 740 (NW) 0.049 R-19 4.2.1-A4 New • • 48 Roof 740 (SE) 0.049 R-19 4.2.1-A4 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' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . 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. Verity building plans if necessary. EnergyPm 5.1 by EnergySoft User Number: 5151 RunCode: 2011-08-08713:25:27 ID: Page 11 of 36 CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV-IC AND FIELD INSPECTION ENERGY CHECKLIST Project Name Date Hilton Marbrisa Resort 8/8/2011 Proiect Address Climate Zone Total Cond. Floor Area Addition Floor Area 5500 Grand Pacific Drive Carisbad 7 12,514 n/a GENERAL INFORMATION Buildina Type: ^ Nonresidential • HIgh-Rlse Residential Bl Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public Schoo • 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 Bl Overall Envelope • Unconditioned (file affidavit) Front Orientation: N, E, S, W or In Degrees: 3f5 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION 1 Tag/IO Assembly Type Area (ft') Orientation N, E, S, W U-Factor Cavity R-Value Extertor R-Value Exterior Furring' Interior R-Value Interior Furring' Joint Appendix 4 Condition Status Pass Fail' 49 Wall 331 (NW) O074 R-19 4.3. M5 New • • 50 Door 24 (Nm 0500 None 4.5.1-A4 New • • 51 Wall 510 (NE) 0.074 R-19 4.3.1-A5 New • • 52 Wall 265 (SE) 0.074 R-19 4.3.1-A5 New • • 53 Roof 370 (NW) 0.049 R-19 4.2.1-A4 New • • 54 Roof 370 (SE) 0.049 R-19 4.2.1-A4 New • • • • • • • • • • . See Instmctions 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' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . See Instmctions in the Nonresidential Compliance Manual, page 3-96. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPm 5.1 by EnergySoft User Number: 5151 RunCode: 2011-08-08713:25:27 ID: Page Uof36 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 2 of 3) ENV-IC Project Name Hilton Martjrisa Resort Date 8/8/2011 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 ROOP' REQUIREMENTS: Pass Fair N/A • Roofing compliance nQ{ 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 Ib/ft'. Greater than 2:12 pitch. • • • p. Low-sloped Wood framed roofs In Climate Zones 3 and 5 are exempted, solar reflectance and thennal emittance or ^ SRI thaf have a U-factor of 0.039 or (ower. See Opaque Surface Details roof assembly, Column H of ENV-2C. • • • n 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. • • • |-. 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 wvi/w.enerav.ca.aov/titl^24/ • • • ni Roof constructions fhat have thermal mass over the roof membrane wifh a weight of af least 25 Ib/ft^are exempf from the Cool Roof criteria below. • • • p. 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 Fomn and take appropriate action to correct. Verify building plans If necessary. CRRC Product ID Number' Roof Slope S 2:12 >2:12 Product Weight < 5lt)/ft' a 5lb/ft' Product Type' Aged Solar Reflectance'' Thermal Emmitance SRI' Pass Fail' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1. The CRRC Product ID Number can be obtained from the Cool Roof Rating Council's Rated Product Directory at www.caolroofs.ora/products/search.DhD 2. Indicate fhe type of product is being used for the roof top, 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 from the same directory and use the equation (0.2+0.7(pi„iiiai - 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 box 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 http://www.energy.ca.Qav/title24/ 6. If Fail then describe on this page of the Inspection Checklist Fonn and take appropriate action to conect. Verify building plans if necessary. To apply Liquid Field Applied Coatings, fhe 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: Q Aluminum-Pigmented Asphalt Roof Coating • Cement-Based Roof Coating • Other Discrepancies: EnergyPm 5.1 by EnergySoft User Number: 5151 RunCode: 2011-08-08713:25:27 ID: Paae 13 of 36 CERTIFICATE OF COMPLIANCE (Part 3 Of 3) ENV-IC AND FIELD INSPECTION ENERGY CHECKLIST (Part 3 Of 3) Project Name Date Hilton Marbrisa Resort 8/8/2011 Required Acceptance Tests Designer: This form is to be used by tiie 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 IVIanual describes the test. Since this form will be part of the plans, compietion 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 instaiied 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 Certificale 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 properiy 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 Buiiding Envelope Acceptance Test U-Factor = 065, SHGC = O40 2,100 • • • • EnergyPm 5.1 by EnergySoft User Number: 5151 RunCode: 2011-08-08713:25:27 ID: Page Uof36 CERTIFICATE OF COMPLIANCE fPart2of 3) LTG-IC PrUf&tr NHIIIP Hilton Marbnsa Heson Dito 8/6/2011 INDOOR LIGHTrNG SCHEDULE tttd FIELD INSPECTION ENERGV CHECKLIST FilJ Yit consols lor spaces a| jrja corrC'ois, bl muiH iewer coniroJ?. Qi manual n-i^iigtiLi'ig con(rnJ5 for dayiif areas s- 250 <l^, automatic da/lighling controls for daylil areas > 2,500 fi', shut-off conlrois, drgplay righting conirols, I) tailored lighting conirols - genflr^i iighjing controiigd separjtely from aispiay, omamental arxl display caae ifghiing and q) demand responsive aulomalic r"ii|'Ols fo' reiail stores > 50.000 tf^ In accordance with Section 131. MANDATORY LIGHTING CONTROLS - FIELD INSPECTION ENERGY CHECKLIST TVD& Descnpfton of Unil3 ' LocalKXi in Buickia Special Ffiaiures • • • • • —_ n • • • M • I • 9 • D a. • P • • • • • • • • • • • q • • P • fi • p • • JJ • -fiJ • SPECIAL FEATURES INSPECTION CHECKLIST (Sffe Page 2 of 4 of LTG-1C> The local eriforcement agency should pay special allannon tp ths ilems spe<:i<ie<j in this checklisl Thiese items require special written luslificallon and documenlalion, and special veridcatMin The iMal enforcemeni agency deteimines ihe adequacy oflhe (usllf Ication, and may rejeci a building or d^Bign that Ptherwisa compiles based on Ihe adequacy ol the specel (usllficalion and dDCumenlBllon suOmined Field Inipactor'i Noies or DlBCi^punclett: EmtiS/PmS tbyEttermSoU USurNumbsr 5151 RonCoM. 2011-O0-08T13 23:27 ID CERTIFICATE OF COMPLIANCE (Part 3 of 3) LTG-1 C Project Name Hilton Mart}risa Resort Date 8/8/2011 CONDiTiONED AND UNCONDITIONED SPACE LIGHTING IMUST NOT BE COIMBINED FOR COMPUANCE Indoor Lighting Power for Conditioned Spaces Indoor Lighting Power for Unconditioned Spaces Watts Watts Installed Lighting (from Conditioned LTG-IC, Page 2) 0 installed Lighting (from Unconditioned LTG-IC, Page 2) 0 Lighting Control Credit Conditioned Spaces (from LTG-2C) 0 Lighting Control Credit Unconditioned Spaces (from LTG-2C) 0 Adjusted Installed _ Lighting Power 0 Adjusted Installed - Lighting Power 0 Complies if Installed ^ Altowed ^) Complies if Installed ^ Allowed [ ] Allowed Lighting Power Conditioned Spaces (from LTG-3C or PERF-1) 0 Allowed Lighting Power Unconditioned Spaces (from LTG-3C) 0 Required Acceptance Tests Designer: This fonn is to be used by the designer and attached to the plans. Listed below is the acceptance test for the Lighting system, LT6-2A and LTG-3A. The designer Is required to check the acceptance tests and list all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compiiance. If all the lighting system or control of a certain type requires a test, list the different lighting and the number of systems. The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual describes the test. Since this fomi will be part ofthe pians, completion ofthis section will allow the responsible party to budget for the scope of work appropriately. Forms can be grouped by type of Luminaire controlled. Enforcement Agency: Systems Acceptance. Before Occupancy Permit is granted for a newly constructed building or space or when ever new lighting system with controls Is installed In the building or space shall be certified as meeting the Acceptance Requirements. The LT6-2A and LTG-3A forms are not considered complete fonns and are 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 shali be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance Infomiation meet the requirements of §10-103(b) of Title 24 Part 6. The field inspector must receive the properiy filled out and signed fonns before the building can receive final occupancy. A copy of the LTG-2A and LTG-3A for each different lighting luminaire control(s) must be provided to the owner of the building for their records. Luminaires Controlled LTG-2Aand LTG-3A Equipment Requiring Testing Description Number of Luminaires controlled Location Controls and Sensors and Automatic Daylighting Controls Acceptance • • • • • • • • • • • • • • • • EnergyPro 5.1 by EnergySofi UserNumber 5151 RunCode: 2011-08-08713:25:27 ID: Page16of36 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Parti of4) MECH-IC Project Name Hilton Martjrisa Resort Date 8/8/2011 Project Address 5500 Grand Pacific Drive Carisbad Climate Zone Total Cond. Floor Area 12,514 Addition Floor Area n/a GENERAL INFORHflATION Building Type: • Nonresidential • High-Rise Residential El Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. • Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction: B New Construction • Addition • Alteration Approach of Compliance: • Component Overall Envelope Energy TDV • Unconditioned (file affidavit) Front Orientation: N, E, S, W or In Degrees: 3*5 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Equipment^ Inspection Criteria Meets Criteria or Requirements Equipment^ Inspection Criteria Pass Fall - Describe Reason^ Item or System Tags (i.e. AC-1, RTU-1, HP-1) DHW Heater • • Equipment Type^: Gas Fired DHW Boiler • • Number of Systems 1 • • Max Allowed Heating Capacity^ 300,000 Btu/hr • • Minimum Heating Efficiency' 92% • • Max Allowed Cooling Capacity' n/a • • Cooling Efficiency' n/a • • Duct Location/ R-Value n/a • • When duct testing is required, submit MECH-4A & IUECH-4-HERS n/a • • Economizer n/a • • Thermostat n/a • • Fan Control n/a • • Equipment^ Inspection Criteria FIELD INSPECTION ENERGY CHECKLIST Equipment^ Inspection Criteria Pass Fail - Oescrllie Reason^ Item or System Tags (i.e. AC-1, RTU-1, HP-1) FC (Plan View West Lockout) • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 18,000 Btu/tir • • Minimum Heating Efficiency' 9.20 HSPF • • Max Allowed Cooling Capacity' 14,300 Btu/hr • • Cooling Efficiency' 17.8 SEER/13.0 EER • • Duct Location/ R-Value Attic, Ceiling Ins, vented/8.0 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setbacl< Required • • Fan Control Constant Volume • • 1. If the Actual installed equipment perfonnance 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 Fom. 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. EnergyPm 5.1 by EnergySoft User Number: 5151 RunCode: 2011-08-08713:25:27 ID: Page 17 of 36 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Parti of4) MECH-IC Project Name Hilton Martyrise Resort Date 8/8/2011 Project Address 5500 Grand Pacific Drive Carisbad Climate Zone Total Cond. Floor Area 12.514 Addition Floor Area n/a GENERAL INFORMATION Building Type: • Nonresidential • HIgh-Rlse Residential El Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. • Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction: El New Construction • Addition • Alteration Approach of Compliance: • Component _] Overall Envelope Energy TDV • Unconditioned (file affidavit) Front Orientation; N, E, S, W or in Degrees: 315 deg HVAC SYSTEM DETAILS RELD INSPECTION ENERGY CHECKLIST Equipment^ Inspection Criteria Meets Criteria or Requirements Equipment^ Inspection Criteria Pass Fall - Describe Reason^ Item or System Tags (i.e. AC-1, RTU-1, HP-1) FC (Plan View West Main) • • Equipment Type^: Split DX • • Number of Systems 2 • • Max Allowed Heating Capacity' 20,770 Btu/hr • • Minimum Heating Efficiency' 7.70 HSPF • • Max Allowed Cooling Capacity' 22,050 Btu/hr • • Cooling Efficiency' 13.0 SEER/12.0 EER • • Duct Location/ R-Value Attic, Ceiling Ins, vented/8.0 • • When duct testing Is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Requined • • Fan Control Constant Volume • • Equipment^ inspection Criteria RELD INSPECTION ENERGY CHECKUST Equipment^ inspection Criteria Pass Fall - Describe Reason^ Item or System Tags (i.e. AC-1, RTU-1, HP-1) FC (Interior Lockout) • • Equipment Type^: Split DX • • Number of Systems 4 • • Max Allowed Heating Capacity' 18,000 Btu/hr • • Minimum Heating Efficiency' 9.20 HSPF • • Max Allowed Cooling Capacity' 14.300 Btu/hr • • Cooling Efficiency' 17.8 SEER/13.0 EER • • Duct Location/ R-Vaiue Attic, Ceiling Ins, vented/8.0 • • 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 tess than fhe Proposed (from fhe 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 falls If a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or. Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPm 5.) by EnergySoft User Number: 5151 RunCode: 2011-08-08713:25:27 ID: Page 18 of 36 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Parti of4) MECH-IC Project Name Hilton Martsrisa Resort Date 8/8/2011 Project Address 5500 Grand Pacific Drive Carisbad Climate Zone Total Cond. Floor Area 12.514 Addition Floor Area n/a GENERAL INFORMATION Building Type: • Nonresidential • High-Rise Residential CI Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. • Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction: Bl New Construction • Addition • Alteration Approach of Compliance: • Component Overall Envelope Energy TDV • Unconditioned (file affidavit) Front Orientation: N, E, S, W or In Degrees: 315 deg HVAC SYSTEM DETAILS RELD INSPECTION ENERGY CHECKLIST Equipment^ Inspection Criteria Meets Criteria or Requirements Equipment^ Inspection Criteria Pass Fall - Describe Reason^ Item or System Tags (I.e. AC-1, RTU-1, HP-1) FC (Interior I/Iain) • • Equipment Type^: Split DX • • Number of Systems 4 • • Max Allowed Heating Capacity' 20,770 Btu/hr • • Minimum Heating Efficiency' 7.70 HSPF • • Max Allowed Cooling Capacity' 22,050 Btu/hr • • Cooling Efficiency' 13.0 SEER/12.0 EER • • Duct Location/ R-Value Attic, Ceiling Ins, vented/8.0 • • 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 RELD INSPECTION ENERGY CHECKLIST Equipment^ Inspection Criteria Pass Fall - Describe Reason^ Item or System Tags (I.e. AC-1, RTU-1, HP-1) FC (Plan View East Lockout) • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 18,000 Btu/hr • • Minimum Heating Efficiency' 9.20 HSPF • • Max Allowed Cooling Capacity' 14,300 Btu/hr • • Cooling Efficiency' 17.8 SEER/13.0 EER • • Duct Location/ R-Value Attic, Ceiling Ins, vented/8.0 • • When duct testing Is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • If the Actual installed equipment performance efficiency and capacity is less than fhe 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 EnergyPm 5.1 by EnergySoft User Number: 5151 RtinCode; 2011-08-08713:25:27 ID: Page 19 of 36 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Parti of4) MECH-IC Project Name Hilton Marbrisa Resort Date 8/8/2011 Project Address 5500 Grand Pacific Drive Carisbad Climate Zone Total Cond. Floor Area 12.514 Addition FioorArea n/a GENERAL INFORMATION Building Type: • Nonresidential • High-Rise Residential El Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. • Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction: El New Construction • Addition • Alteration Approach of Compliance: • Component Overall Envelope Energy TDV • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 3f 5 deg HVAC SYSTEM DETAILS RELD INSPECTION ENERGY CHECKLIST Equipment^ Inspection Criteria Meets Criteria or Requirements Equipment^ Inspection Criteria Pass Fall - Describe Reason' Item or System Tags (i.e. AC-1, RTU-1, HP-1) FC (Plan View East Main) • • Equipment Type^: Split DX • • Number of Systems 2 • • Max Allowed Heating Capacity' 20,770 Btu/hr • • Minimum Heating Efficiency' 7.70 HSPF • • Max Allowed Cooling Capacity' 22,050 Btu/hr • • Cooling Efficiency' 13.0 SEER/12.0 EER • • Duct Location/ R-Value Attic, Ceiling Ins, vented/8.0 • • 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 RELD INSPECTION ENERGY CHECKLIST Equipment^ Inspection Criteria Pass Fall - Describe Reason' Item or System Tags (i.e. AC-1, RTU-1, HP-1) FC (2nd Plan View West Lockout) • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 18,000 Btu/hr • • Minimum Heating Efficiency' 9.20 HSPF • • Max Allowed Cooling Capacity' 14,300 Btu/hr • • Cooling Efficiency' 17.8 SEER/13.0 EER • • Duct Location/ R-Value Attic, Ceiling Ins, vented/8.0 • • 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 perfonnance 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 Fom. 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. EnergyPm 5.1 by EnergySoft User Number: 5151 RunCode: 2011-08-08713:25:27 ID: Page 20 of 36 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Parti of4) MECH-IC Project Name Hilton Mariirisa Resort Date 8/8/2011 Project Address 5500 Grand Pacific Drive Carisbad Climate Zone Total Cond. Floor Area 12.514 Addition Floor Area n/a GENERAL INFORMATION Building Type: • Nonresidential • High-Rise Residential Q Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. • Conditioned Spaces • Unconditioned Spaces (affidavit) Phase of Construction: EI New Construction • Addition • Alteration Approach of Compliance: • Component Overall Envelope Energy TDV • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 315 deg HVAC SYSTEM DETAILS RELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements Equipment' Inspection Criteria Pass Fall - Describe Reason' Item or System Tags (i.e. AC-1, RTU-1, HP-1) FC (2nd Plan View East Lockout) • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 18,000 Btu/hr • • Minimum Heating Efficiency' 9.20 HSPF • • Max Allowed Cooling Capacity' 14,300 Btu/hr • • Cooling Efficiency' 17.8 SEER/13.0 EER • • Duct Location/ R-Value Attic, Ceiling Ins, vented/8.0 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • FIELD INSPECTION ENERGY CHECKLIST Equipment' Inspection Criteria Pass Fall - Describe Reason' Item or System Tags (I.e. AC-1. RTU-1, HP-1) FC (3rd West) • • Equipment Type^: Split DX • • Number of Syslems 1 • • Max Allowed Heating Capacity' 25,480 Btu/hr • • Minimum Heating Efficiency' 7.70 HSPF • • Max Allowed Cooling Capacity' 27,125 Btu/hr • • Cooling Efficiency' 13.0 SEER/12.0 EER • • Duct Location/ R-Value Attic, Ceiling Ins, vented/8.0 • • 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 perfonnance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmif energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Forni. Gompiiance fails if a Fail box is checked, 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPm 5.1 by EnergySoft User Number 5151 RunCode: 2011-08-08713:25:27 ID: Page 21 of 36 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Parti of4) MECH-IC Project Name Hilton Marijrisa Resort Date 8/8/2011 Project Address 5500 Grand Pacific Drive Carisbad Climate Zone Total Cond. Floor Area 12.514 Addition Floor Area n/a GENERAL INFORMATiON Building Type: • Nonresidential • HIgh-Rlse Residential BI Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. • Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction: El New Construction • Addition • Alteration Approach of Compliance: • Component Overall Envelope Energy TDV • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 375 deg HVAC SYSTEM DETAILS RELD INSPECTION ENERGY CHECKLIST Equipment' Inspection Criteria Meets Criteria or Requirements Equipment' Inspection Criteria Pass Fall - Describe Reason' Item or System Tags (i.e. AC-1, RTU-1, HP-1) FC (3rd Interior Lockout) • • Equipment Type^: Split DX • • Number of Systems 2 • • Max Allowed Heating Capacity' 18,000 Btu/hr • • Minimum Heating Efficiency' 9.20 HSPF • • Max Allowed Cooling Capacity' 14,300 Btu/hr • • Cooling Efficiency' 17.8 SEER/13.0 EER • • Duct Location/ R-Value Attic, Ceiling Ins, vented/8.0 • • 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 RELD INSPECTION ENERGY CHECKLIST Equipment' Inspection Criteria Pass Fall - Describe Reason' Item or System Tags (i.e. AC-1, RTU-1, HP-1) FC (3rd Interior Main) • • Equipmenf Type^: Split DX • • Number of Systems 2 • • Max Allowed Heating Capacity' 25,480 Btu/hr • • Minimum Heating Efficiency' 7.70 HSPF • • Max Allowed Cooling Capacity' 27,125 Btu/hr • • Cooling Efficiency' 13.0 SEER/12.0 EER • • Duct Location/ R-Value Attic, Ceiling Ins, vented/8.0 • • 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 perfomance 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 Equipmenf Type: Gas (Pkg or. Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPm 5.1 by EnergySoft User Number 5151 RunCode: 2011-08-08713:25:27 ID: Page 22 of 36 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Parti of4) MECH-IC Project Name Hilton Mart3risa Resort Date 8/8/2011 Project Address 5500 Grand Pacific Drive Carisbad Climate Zone Tofal Cond. Floor Area 12.514 Addition FioorArea n/a GENERAL INFORMATION Building Type: • Nonresidential • High-Rise Residential B Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg. • Conditioned Spaces Unconditioned Spaces (affidavit) , Phase of Construction: EI New Construction • Addition • Alteration Approach of Compliance: • Component Overall Envelope Energy TDV • Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 3)5 deg HVAC SYSTEM DETAILS RELD INSPECTION ENERGY CHECKLIST Equipment' Inspection Criteria Meets Criteria or Requirements Equipment' Inspection Criteria Pass Fall - Describe Reason' Item or System Tags (i.e. AC-1, RTU-1, HP-1) FC (3rd East) • • Equipment Type^: Split DX • • Number of Systems 1 • • Max Allowed Heating Capacity' 25.480 Btu/hr • • Minimum Heating Efficiency' 7.70 HSPF • • Max Allowed Cooling Capacity' 27,125 Btu/hr • • Cooling Efficiency' 13.0 SEER/12.0 EER • • Duct Location/ R-Value Attic, Ceiling Ins, vented/8.0 • • 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 RELD INSPECTION ENERGY CHECKLIST Equipment' Inspection Criteria Pass Fail - Describe Reason' Item or System Tags (i.e. AC-1, RTU-1, HP-1) • • Equipment Type^: • • Number of Systems • • Max Allowed Heating Capacity' • • Minimum Heating Efficiency' • • Max Allowed Cooling Capacity' • • Cooling Efficiency' • • Duct Location/ R-Value • • When duct testing is required, submit MECH-4A & MECH-4-HERS • • Economizer • • Thermostat • • Fan Control • • 1. If the Actual installed equipment perfomance 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 Fom. 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. EnergyPm 5.1 by EnergySoi User Number 5151 RunCode: 2011-08-08713:25:27 ID: Page 23 of 36 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 2 Of 4) MECH-IC Project Name Hilton Marbrisa Resort Date 8/8/2011 Discrepancies: EnergyPm 5.1 by EnergySoft User Number 5151 RunCode: 2011-08-08713:25:27 ID: Page 24 of 36 CERTIFICATE OF COMPLI ANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 3 of 4) MECH-1 C Project Name Hilton Marbrisa Resort •ate 8/8/2011 Required Acceptance Tests Designer: This form is to be used by the designer and anached to the plans. Listed tielow are all the acceptance tests for mechanical systems. The designer is required to check the applicable boxes by all acceptance tests that apply and listed all equipment that requires an acceptance test. If all equipment of a certain typa requires a test, list the equipment description and the number ol systems. The NA number designates the Section in the Appendix ol the Nonresidential Reference Appendices Manual that describes the test. Since this lorm will tie 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: Beiore 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 sen/ing the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. Systems Acceptance: Before occupancy pemiit 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 lest must be oonducted. 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(fo) and Title-24 Part 6. The building Inspector must receive the properly filled out and signed iorms 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 RequMng Testing or Verification Qty. Outdoor Ventilation For VAV & CAV Constant Volume & Single-Zone Unitary Air Distritxjtion Ducts Economiier Controls Demand Control Ventilation DCV Supply Fan VAV Valve Leakage Test Supply Water Temp. Reset Hydronic System Variatjie Row Control Automatic Demand Stied Conlrol Samsung UH035CAV 10 a a a D D a • a • D Trane TWB3024A1 8 a a • • • O • Q • • Trane Vm3030A1 4 a D • • • • a • • • • • • • • • • • • • • • • • n • • • • • • • • • • • • • • • • D • • • • • • • • • • • • • • • • • a • • O • • • Q • D Q a D • • • • • a • D D • • D • D • • • • • • • • • • D • • • • • • • • • • • • • • • • • D • • • EneravPro 5.1 bv EnemvSoft User Nurnber. 5151 RunCode: 2(«t-(»-(WT»3.J!5;27 ID: Paoe 25 of 36 CERTIFICATE OF COMPLiANCE and FIELD INSPECTiON ENERGY CHECKLIST (Part 4 of 4) MECH-1 C Project Name Hilton Marbrisa Resort Data 8/8/2011 TEST DESCRIPTION MECH-12A MECH-13A MECH-14A MECH-ISA Equipment Requiring Testina Qtv. Fault Detection i Diagnostics for ox Units Automatic Fault Detection & Diagnostics for Air & Zone Distritxjted Energy Storage DX AC Syslems Thermal Energy Storage (TES) Systems Test Perfomied By: Samsung UH035CAV 10 • m • D Trane TWB3024A1 a • a • • Trane TWB3030A1 4 • m • • D a • D • • • • Q • • • • D • • • • • • • • • • • • • • • • • • • • O • • • • • • • • • D Q • • • • • • • • • • • • • • • • • • • • O • • • • • • • • • • • • • • • • • • • O • • D • • • • • • • • o • • • • EnergyPro 51 by EnergySoft Usar Numbar 5151 RunCode: 20114X-0BT13:25:27 Paae 26 of 36 AIR SYSTEM REQUIREMENTS (Parti of2) MECH-2C Project Name Hilton Marbrisa Resort Date 8/8/2011 Item or System Tags (i.e. AC-1, RTU-1, HP-1) 1 Indicate Air Systems Type (Central, Single Zone, Paclcaj ae, VAV, or etc..) Item or System Tags (i.e. AC-1, RTU-1, HP-1) 1 FC(Plan View West Lockout) FC (Plan View West Main) FC (Interior Lockout) Number of Systems 1 1 2 4 Indicate Pa ae Reference on Plans or Schedule and indicate the applicable exceptlon(s) iUIANDATORY MEASURES T-24 Sections Heating Equipment Efficiency 112(a) 9.20 HSPF 7.70 HSPF 9.20 HSPF Cooling Equipment Efficiency 112(a) 17.8 SEER/13.0 EER 13.0 SEER/12.0 EER 17.8 SEER/13.0 EER HVAC Heat Pump Themostat 112(b), 112(c) Yes Yes Yes Furnace Controls/Thermostat 112(c), 115(a) n/a n/a n/a Natural Ventilation 121(b) A/o No No Mechanical Ventilation 121(b) 55 cfm 221 cfm 220 cfm VAV Minimum Position Control 121(c) No No No Demand Control Ventilation 121(c) No No No Time Control 122(e) Programmable Switch Programmable Switch Programmable Svntch Setback and Setup Control 122(e) Setback Required Setback Required Setback Required Outdoor Damper Control 122(f) Auto Auto Auto Isolation Zones 122(g) n/a n/a n/a Pipe Insulation 123 Duct Location/ R-value 124 Attic, Ceiling Ins, vented/8.0 Attic, Ceiling Ins, vented/8.0 Attic, Ceiling Ins, vented/8.0 PRESCRIPTIVE MEASURES Calculated Design Heating Load 144(a&b) n/a n/a n/a Proposed Heating Capacity 144(a&b) 13,770 BtuAir 31,778 Btu/hr 55,079 Btu/hr Calculated Design Cooling Load 144(a&b) n/a n/a n/a Proposed Cooling Capacity 144(a&b) 14,266 Btu/hr 34,309 Btu/hr 57,041 BtuAir Fan Confrol 144(c) Constant Volume Constant Volume Constant Volume DP Sensor Location 144(c) Supply Pressure Reset (DDC only) 144(c) Yes Yes Yes Simultaneous Heat/Cool 144(d) No No No Economizer 144(e) No Economizer No Economizer No Economizer Heat Air Supply Reset 144(f) Constant 7emp Constant Temp Constant Temp Cool Air Supply Reset 144(f) Constant 7emp Constant Temp Constant Temp Elecfric Resistance Heating' 144(a) Air Cooled Chiller Limitation 144(1) 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. EnergyPm 5.1 by EnergySoft User Number 5151 RunCode: 2011-08-08713:25:27 ID: Page 27 of 36 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name Date Hilton Martjrisa Resort 8/8/2011 1 Indi Item or System Tags B^H^^H (i.e. AC-1. RTU-1, HP-1) ^^^^^1 cate Air Systems Type (Central, Single Zone, Packa ae, VAV, or etc..) 1 Indi Item or System Tags B^H^^H (i.e. AC-1. RTU-1, HP-1) ^^^^^1 I FC (Interior Main) FC (Plan View Easi Lockout) FC (Plan View East Main) Number of Svstems ^^^^^^^H ^ 1 2 MANDATORY MEASURES Heating Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolafion Zones Pipe Insulation Duct Location/ R-value Indicate Pa ge Reference on Plans or Schedule and Indicate the applicable exceptlon(s) MANDATORY MEASURES Heating Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolafion Zones Pipe Insulation Duct Location/ R-value T-24 Sections MANDATORY MEASURES Heating Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolafion Zones Pipe Insulation Duct Location/ R-value 112(a) 7.70 HSPF 9.20 HSPF 7.70 HSPF MANDATORY MEASURES Heating Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolafion Zones Pipe Insulation Duct Location/ R-value 112(a) 13.0 SEER/12.0 EER 17.8 SEER/13.0 EER 13.0 SEER/12.0 EER MANDATORY MEASURES Heating Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolafion Zones Pipe Insulation Duct Location/ R-value 112(b), 112(c) Yes Yes Yes MANDATORY MEASURES Heating Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolafion Zones Pipe Insulation Duct Location/ R-value 112(c), 115(a) n/a n/a n/a MANDATORY MEASURES Heating Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolafion Zones Pipe Insulation Duct Location/ R-value 121(b) No No No MANDATORY MEASURES Heating Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolafion Zones Pipe Insulation Duct Location/ R-value 121(b) 442 cfm 55 cfm 221 cfm MANDATORY MEASURES Heating Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolafion Zones Pipe Insulation Duct Location/ R-value 121(c) No No No MANDATORY MEASURES Heating Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolafion Zones Pipe Insulation Duct Location/ R-value 121(c) No No No MANDATORY MEASURES Heating Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolafion Zones Pipe Insulation Duct Location/ R-value 122(e) Programmable Switch Programmable Switch Programmable Switch MANDATORY MEASURES Heating Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolafion Zones Pipe Insulation Duct Location/ R-value 122(e) Setback Required Setback Required Setback Requined MANDATORY MEASURES Heating Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolafion Zones Pipe Insulation Duct Location/ R-value 122(f) Auto Auto Auto MANDATORY MEASURES Heating Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolafion Zones Pipe Insulation Duct Location/ R-value 122(g) n/a n/a n/a MANDATORY MEASURES Heating Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolafion Zones Pipe Insulation Duct Location/ R-value 123 MANDATORY MEASURES Heating Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolafion Zones Pipe Insulation Duct Location/ R-value 124 Attic, Ceiling Ins, vented/8.0 Attic, Ceiling Ins, vented/8.0 Attic, Celling Ins, vented/8.0 PRESCRIPTIVE MEASURES Calculated Oesign 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 Heaf Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation 3uct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) n/a n/a n/a Calculated Oesign 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 Heaf Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation 3uct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) 63,555 Btu/hr 13,770 Btu/hr 31,778 Btu/hr Calculated Oesign 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 Heaf Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation 3uct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) n/a n/a n/a Calculated Oesign 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 Heaf Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation 3uct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(a&b) 68.617 Btu/hr 14,174 Btu/hr 34,309 Btu/hr Calculated Oesign 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 Heaf Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation 3uct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Constant Volume Constant Volume Constant Volume Calculated Oesign 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 Heaf Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation 3uct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Calculated Oesign 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 Heaf Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation 3uct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(c) Yes Yes Yes Calculated Oesign 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 Heaf Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation 3uct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(d) No No No Calculated Oesign 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 Heaf Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation 3uct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(e) No Economizer No Economizer No Economizer Calculated Oesign 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 Heaf Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation 3uct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Oesign 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 Heaf Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation 3uct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Oesign 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 Heaf Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation 3uct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(g) Calculated Oesign 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 Heaf Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation 3uct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(i) Calculated Oesign 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 Heaf Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation 3uct 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 Ene/gySoft UserNumber 5151 RunCode: 2011-08-08713:25:27 ID: Page28of36 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name Date Hilton Martyrise Resort 8/8/2011 1 Indi Item or System Tags ^^HMH (i.e. AC-1, RTU-1, HP-I) ^^^^^H cate Air Systems Type (Central, Single Zone, Packa ae, VAV, or etc..) 1 Indi Item or System Tags ^^HMH (i.e. AC-1, RTU-1, HP-I) ^^^^^H Ic (2nd Plan View West Lockot J C (2nd Plan View East Locko J FC (3nj West) Number of Systems ^^^^^^^^H ^ 1 1 MANDATORY MEASURES Heafing Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Fumace Controls/Themostat Natural Ventilation Mechanical Venfilation VAV Minimum Position Control Demand Control Ventilation Time Confrol 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 exceptlon(s) MANDATORY MEASURES Heafing Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Fumace Controls/Themostat Natural Ventilation Mechanical Venfilation VAV Minimum Position Control Demand Control Ventilation Time Confrol Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value T-24 Sections MANDATORY MEASURES Heafing Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Fumace Controls/Themostat Natural Ventilation Mechanical Venfilation VAV Minimum Position Control Demand Control Ventilation Time Confrol Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) 9.20 HSPF 9.20 HSPF 7.70 HSPF MANDATORY MEASURES Heafing Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Fumace Controls/Themostat Natural Ventilation Mechanical Venfilation VAV Minimum Position Control Demand Control Ventilation Time Confrol Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) 17.8 SEER/13.0 EER 17.8 SEER /13.0 EER 13.0 SEER/12.0 EER MANDATORY MEASURES Heafing Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Fumace Controls/Themostat Natural Ventilation Mechanical Venfilation VAV Minimum Position Control Demand Control Ventilation Time Confrol Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(b), 112(c) Yes Yes Yes MANDATORY MEASURES Heafing Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Fumace Controls/Themostat Natural Ventilation Mechanical Venfilation VAV Minimum Position Control Demand Control Ventilation Time Confrol 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 Heafing Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Fumace Controls/Themostat Natural Ventilation Mechanical Venfilation VAV Minimum Position Control Demand Control Ventilation Time Confrol Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) No No No MANDATORY MEASURES Heafing Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Fumace Controls/Themostat Natural Ventilation Mechanical Venfilation VAV Minimum Position Control Demand Control Ventilation Time Confrol Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) 55 cfm 55 cfm 111cfm MANDATORY MEASURES Heafing Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Fumace Controls/Themostat Natural Ventilation Mechanical Venfilation VAV Minimum Position Control Demand Control Ventilation Time Confrol Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(c) No No No MANDATORY MEASURES Heafing Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Fumace Controls/Themostat Natural Ventilation Mechanical Venfilation VAV Minimum Position Control Demand Control Ventilation Time Confrol Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(c) No No No MANDATORY MEASURES Heafing Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Fumace Controls/Themostat Natural Ventilation Mechanical Venfilation VAV Minimum Position Control Demand Control Ventilation Time Confrol 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 Heafing Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Fumace Controls/Themostat Natural Ventilation Mechanical Venfilation VAV Minimum Position Control Demand Control Ventilation Time Confrol 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 Heafing Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Fumace Controls/Themostat Natural Ventilation Mechanical Venfilation VAV Minimum Position Control Demand Control Ventilation Time Confrol Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(f) Auto Auto Aufo MANDATORY MEASURES Heafing Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Fumace Controls/Themostat Natural Ventilation Mechanical Venfilation VAV Minimum Position Control Demand Control Ventilation Time Confrol 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 Heafing Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Fumace Controls/Themostat Natural Ventilation Mechanical Venfilation VAV Minimum Position Control Demand Control Ventilation Time Confrol Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 123 MANDATORY MEASURES Heafing Equipmenf Efficiency Cooling Equipment Efficiency HVAC Heat Pump Themostat Fumace Controls/Themostat Natural Ventilation Mechanical Venfilation VAV Minimum Position Control Demand Control Ventilation Time Confrol Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 124 Attic, Ceiling Ins, vented/8.0 Attic, Ceiling Ins, vented/8.0 Attic, Ceiling Ins, vented/8.0 PRESCRIPTIVE MEASURES Calculated Design Heating Load Proposed Heating Capacify 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 Elecfric Resistance Heating' 144(a&b) n/a n/a n/a Calculated Design Heating Load Proposed Heating Capacify 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 Elecfric Resistance Heating' 144(a&b) 13,770 Btu/hr 13,770 Btu/hr 19,492 Btu/hr Calculated Design Heating Load Proposed Heating Capacify 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 Elecfric Resistance Heating' 144(a&b) n/a n/a n/a Calculated Design Heating Load Proposed Heating Capacify 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 Elecfric Resistance Heating' 144(a&b) 14,182 Btu/hr 14,093 Btu/hr 20,340 Btu/hr Calculated Design Heating Load Proposed Heating Capacify 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 Elecfric Resistance Heating' 144(c) Constant Volume Constant Volume Constant Volume Calculated Design Heating Load Proposed Heating Capacify 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 Elecfric Resistance Heating' 144(c) Calculated Design Heating Load Proposed Heating Capacify 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 Elecfric Resistance Heating' 144(c) Yes Yes Yes Calculated Design Heating Load Proposed Heating Capacify 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 Elecfric Resistance Heating' 144(d) No No No Calculated Design Heating Load Proposed Heating Capacify 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 Elecfric Resistance Heating' 144(e) No Economizer No Economizer No Economizer Calculated Design Heating Load Proposed Heating Capacify 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 Elecfric Resistance Heating' 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacify 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 Elecfric Resistance Heating' 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacify 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 Elecfric Resistance Heating' 144(q) Air Cooled Chiller Limitation 144(1) 3uct Leakage Sealing. If Yes, a MECH-4-A must be submitted 144(k) No No No 1. Total installed capacity (MBtu/hr) of all elecfric 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. t by EnergySoft User Number 5151 RunCode: 2011-08-08713:25:27 ID: Page 29 of 36 AIR SYSTEM REQUIREMENTS (Part 1 Of 2) MECH-2C Project Name Hilton Mariijrisa Resort Date 8/8/2011 Item or System Tags (i.e. AC-1, RTU-1, HP-1) j Indicate Air Systems Type (Central, Single Zone, Pacica ge, VAV, or etc..) Item or System Tags (i.e. AC-1, RTU-1, HP-1) 1 FC (3ni Interior Lockout) FC (3rd Interior Main) FC(3refEasf) Number of Systems 1 ^ 2 1 Indicate Pa ge Reference on Plans or Schedule and Indicate the applicable exceptlon(s) MANDATORY MEASURES T-24 Sections Heafing Equipment Efficiency 112(a) 9,20 HSPF 7.70 HSPF 7.70 HSPF Cooling Equipment Efficiency 112(a) 17.8 SEER/13.0 EER 13.0 SEER/12.0 EER 13.0 SEER/12.0 EER HVAC Heat Pump Themostat 112(b), 112(c) Yes Yes Yes Furnace Controls/Thermostat 112(c), 115(a) n/a n/a n/a Natural Ventilation 121(b) No No No Mechanical Ventilation 121(b) llOcfm 221 cfm lUcfm VAV Minimum Position Control 121(c) No No No Demand Control Ventilation 121(0 No No No Time Control 122(e) Programmable Switch Programmable Switch Programmabte Svintch Setback and Setup Control 122(e) Setback Required Setback Required Setback Required Outdoor Damper Control 122(f) Auto Auto Auto Isolation Zones 122(g) n/a n/a n/a Pipe Insulation 123 Duct Location/ R-value 124 Attic, Ceiling Ins, vented/8.0 Attic, Ceiling Ins, vented/8.0 Attic, Ceiling Ins, vented/8.0 PRESCRIPTIVE MEASURES Calculated Design Heating Load 144(a&b) n/a n/a n/a Proposed Heating Capacify 144(a&b) 27,540 Btu/hr 38,984 Btu/hr 19,492 Btu/hr Calculated Design Cooling Load 144(a&b) n/a n/a n/a Proposed Cooling Capacity 144(a&b) 28,354 Btu/hr 40,631 Btu/hr 20.226 Btu/hr Fan Control 144(c) Constant Volume Constant Volume Constant Volume DP Sensor Locafion 144(c) Supply Pressure Reset (DDC only) 144(c) Yes Yes Yes Simultaneous Heat/Cool 144(d) No No No Economizer 144(e) No Economizer No Economizer No Economizer Heat Air Supply Reset 144(f) Constant Temp Constant Temp Constant Temp Cool Air Supply Reset 144(f) Constant Temp Constant Temp Constent Temp Electric Resistance Heating' 144(g) Air Cooled Chiller Limitation 144(1) 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 fhis projecf exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which excepfion(s) to § 144(g) apply. EnergyPm 5.1 by EnergySoft User Number 5151 RunCode: 2011-08-08713:25:27 ID: Page 30 of 36 WATER SIDE SYSTEM REQUIREMENTS (Part 2 Of 2) MECH-2C Project Name Date Hilton Martjrisa Resort 8/8/2011 Item or System Tags (i.e. AC-1, RTU-1, HP-1)' Number of Systems MANDATORY MEASURES Equipment Efficiency Pipe Insulation PRESCRIPTIVE MEASURES Cooling Tower Fan Controls Coaling Tower Flow Controls Variable Flow System Design Chiller and Boiler Isolation CHW and HHW Reset Controls WLHP Isolation Valves VSD on CHW, CW & WLHP Pumps>5HP DP Sensor Locafion WATER' SIDE SYSTEMS: Chillers, Towers, Boilers, Hydronic Loops Indicate Page Reference on Plans or Specltlcatlon' T-24 Sections 112(a) 123 144(a&b) 144(h) 144(h) 1440) 1440) 1440) 1440) 1440) 1. The proposed equipment need to match fhe building plans schedule or specifications. If a requirement is not applicable, put "N/A" in the column next to applicable section. For each chiller, cooling tower, boiler, and hydronic loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N/A" in the column next to applicable section. Item or System Tags O.e. WH-1, WHP, DHW, etc...)' Number of Systems MANDATORY MEASURES SERVICE HOT WATER Service Hot Water, Pool Heating DHW Heater Indicate Page Reference on Plans or Schedule' Certified Water Heater Water Heater Etficiency Service Water Heating Installation Pipe Insulation 111, 113(a) Bradford White Certified Water Heater Water Heater Etficiency Service Water Heating Installation Pipe Insulation 113(b) 92% Certified Water Heater Water Heater Etficiency Service Water Heating Installation Pipe Insulation 113(c) Contmis Req. Certified Water Heater Water Heater Etficiency Service Water Heating Installation Pipe Insulation 123 _ n/a POOL AND SPA Pool and Spa Efficiency and Control Pool and Spa Installation Pool Heater - No Pilot Lighf Spa Heater - No Pilot Light Pipe Insulation 114(a) n/a Pool and Spa Efficiency and Control Pool and Spa Installation Pool Heater - No Pilot Lighf Spa Heater - No Pilot Light Pipe Insulation 114(b) n/a Pool and Spa Efficiency and Control Pool and Spa Installation Pool Heater - No Pilot Lighf Spa Heater - No Pilot Light Pipe Insulation 115(c) n/a Pool and Spa Efficiency and Control Pool and Spa Installation Pool Heater - No Pilot Lighf Spa Heater - No Pilot Light Pipe Insulation 115(d) n/a Pool and Spa Efficiency and Control Pool and Spa Installation Pool Heater - No Pilot Lighf Spa Heater - No Pilot Light Pipe Insulation 123 Required The Proposed equipmenf needs to match the building plans schedule or specifications. If a requirement is not applicable, put "N/A" in the column next to applicable section. For each water heater, pool heater and domestic water loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N/A" in the column. EnergyPm 5.1 by EnergySoft User Number 5151 RunCode: 2011-08-08713:25:27 ID: Page 31 of 36 MECHANICAL VENTILATION AND REHEAT MECH-3C Project Namo Hilton Marbrisa Resort Date smoii MECHANICAL VENTILATION (§121(b)2) REHEAT LIMnATION (S144<d)) AREA BASIS OCCUPANCY BASIS VAV MIMMUM A B C 0 E F Q H 1 J K L M N Zone/System Condition Area (ft") CFM te Min CFM By Area BXC Number Of Peopie CFM per Person Min CFM by Occupant EXF REQ'D V.A. Max of DorG Design Ventilalion Air CFM 50% of Design Zone Supply CFM BXO.4 CFM/ft" Max. of Columns H, J, K, 300 CFM Design Minimum Air Setpoint Transfer Air West Unit Lockout 367 0.15 55 18 300 55 55 55 FC (Plan View West Lockout) Tofa; 55 55 West Unit Main 1,474 0 15 22f 7 4 30.0 221 22t 22f FC (Plan View lA/bsl Main) Total 221 22r Interior Unit Lockout 1,468 0.15 220 7.3 30.0 220 220 220 FC (Interior Lockout) Total 220 220 Interior Unit Man 2,948 015 442 14.7 30.0 442 442 442 FC (Interior Main) Total 442 442 Bast Unit Lockout 367 0 15 55 1.8 30 0 55 55 55 FC (Plan View East Lockout) Total 55 55 East Unit Main 1,474 015 221 7 4 30 0 221 221 221 FC (Plan View East Main) Total 221 221 West Unit Lockout 367 015 55 1.8 30 0 55 55 55 FC (2nd Plan View West Lockout) Total 55 55 East Unit Lockout 367 015 55 1.8 30.0 55 55 55 Totals Column 1 Total [3esign Ventilation Air C Minimum ventilation rate oer Section SlZl. Table 121-A. E Based on lixed seat or the qreater of the expected number of occupants and 50% of the CBC occupant load toi egress purposes for spaces without flxed 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^, ot 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 Ihe sum ot Columns H plus N. N Transfer Air must be provided where Ihe Required Ventilation Air (Column H) is greater than the Design Minimum Air (Column M). Where required, transfer air musl be greater than or equal to the difference behveen the Required Ventilalion Air (C^olumn H) and the Design Minimum Air (Column M), Column H minus M. EnergyPm 5.1 bv EnergySoft UserNumber. 5151 RunCode: 2011-Ot-Oari3:25:27 ID: Paae 32 of 36 MECHANICAL VENTILATION AND REHEAT MECH-3C Project Name Hilton Marbrisa Resort Date 8/8/2011 MECHANICAL VENTILATION (S121(b)2) REHEAT LIMnATION (S144(d)) AREA BASIS OCCUPANCY BASIS VAV MINIMUM A B C 0 E F Q H 1 J K L M N Zone/System Condition Area (ft') CFM per Min CFM By Area BXC Number Of Peopie CFM per Person Min CFM by Occupant EXF REQ'D V.A. Maxol DorG Design Ventilation Air CFM 50% of Design Zone Supply CFM BXO.4 CFM/ft' Max. of Columns H, J, K, 300 CFM Design Minimum Air Setpoint Transfer Air FC C2nd Plan View East Lockout) Total 55 55 West Unit Main 737 0*5 )*) 3 7 300 111 tff 111 FC (3rd West) Total rtf 111 Interior Unit Lockout 734 OfS 110 3 7 300 110 110 110 FC (3rd Interior Lockout) Total 110 110 Interior Unit Main 1.474 Ot5 221 74 300 221 221 221 FC (3rrl Interior Main) Total 221 221 East Unit Main 737 0 t5 111 3.7 300 111 111 111 FC (3rd East) Total 111 111 Totals Column 1 Total Design Ventilation Air C Minimum ventliation rate per Section §121, Table 121-A. E Based on fixed seat or the grealer of the expected number of occupants and 50% of the CBC occupant ioad for egress purposes for spaces without flxed 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 qreater 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 Ctilumn 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 Reauired Ventilaflon Air (Coiumn H) and the Desiqn Minimum Air (Column M), Column H minus M. EnergyPm 5.1 by ErieigvSon UserNumber 5151 RunCode: 2011-08^713:25:27 ID: Paoe 33 of 36 MECHANICAL EQUIPMENT DETAILS (Part 1 of 2) MECH-5C Project Name Hilton Marbrisa Resort Date 8/8/2011 CHILLER AND TOWER SUMMARY PUMPS Equipment Name Type Qfy. Etflclsncy Tons Qty. GPM BHP Pump Conlrol DHW / BOILER SUMMARY System Nams Type Distribution Qty. Ratsd Input Vol. (Qala). Energy Factor or RE Standby Loaa or niot Tank Ext R-Valus Status Bradfbrd White Large Gas Central System 1 500,000 100 092 0.00 » 00 IVsvt MULTI-FAMILY CEffTRAL WATER HEATING DETAILS Hot Wstsr Pump Hot Watar Piping Langth (It) Control Qty. HP Type In Planum Outaids Burlad Add W Insulation Temperature 1 OO 0 0 0 • • • CENTRAL SYSTEM RATINGS HEATING COOUNG Systam Nama Type Qty. Output Aux. kW Etflclsncy Output Etflclsncy Statua Samsung UH03SCAV Split DX fO fS.OOO 0.0 9.20 HSPF f4,300 17.8 SEER/13.0 EER New Trane TWB3024A1 Split DX 8 20,770 0.0 7.70 HSPF 22,050 13.0 SEER/12.0 EER New Trane TWB3030A1 Split DX 4 25,480 00 7.70 HSPF 27,125 130 SEER/12.0 EER New CENTRAL SYSTEM FAN SUMMARY SUPPLYFAN RETURN FAN System Name Fan Type Economizer Type CFM BHP CFM BHP Samsung UH035CAV Constant Volume Wo Economizer 370 010 none Trane TWB3024A1 Constant Volume No Economizer 7f0 0 16 none Trane TWB3030A1 Constant Volume No Economizer 900 0 20 none EnergyPro 5.1 bv EnergySoft UserNumber 5151 RunCode: 2(W1-0«-<wrt3:25;27 ID: Page 34 of 36 ENVELOPE MANDATORY MEASURES: NONRESIDENTIAL ENV-MM Project Name Hilton Mari3risa Resort Date 8/8/2011 DESCRIPTION Buiiding Envelope Measures: 6118(a)' Installed insulating material shall have been certified by the manufacturer to comply with the California Quality ^ * Standards for Insulating material, Title 20 Chapter 4, Article 3. 811 Rirv ^" InsLilatIng Materials shall be Installed in compliance with the flame spread rating and smoke density requirements of °^^> • Sections 2602 and 707 of Title 24, Part 2. 6118(f)- 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. 6117(a)- ^" Join's and openings In the building that are obsen/able 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). §116(a) 2: Fenestration U-factor shall be rated in accordance with NFRC 100, or the applicable default U-factor. §116(a) 3: Fenestration SHGC shall be rated In accordance with NFRC 200, or NFRC 100 for site-built fenestration, or the applicabie default SHGC. 6116(b)- Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be s ( '- weatherstripped (except for unframed glass doors and flre doors). EnerqyPro 5. t by EnergySoft UserNumber 5151 RunCode: 2011-08-08713:25:27 ID: Paoe 35 of 36 MECHANICAL MANDATORY MEASURES: NONRESIDENTIAL MECH-MM Project Name Hilton MariJrisa Resort Date 8/8/2011 Equipment and System Efficiencies §111: Any appliance for which there is a California standard established in the Appliance Efficiency Regulations wlll comply with the appiicable 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 following: 1A. Each space conditioning system sen/ing building types such as offices and manufacturing facilities (and all others not explicitiy 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 settinq for at least 10 hours If power Is Interrupted; or IB. An occupancy sensor to control the operating period of the system; or IC. 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(c): 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 otf or recluced to a minimum. Ventilation §121(e): Controls 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 fhe 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 meetinq 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 sen/ice water-heating systems shall have a control capable of automatically turning off the circulating pump when hot water Is not required. EnergyPm 5.1 by EnergySoft User Number 5151 RunCode: 2011-08-08713:25:27 ID: Page 36 of 36 COMMUNITY Deveioprifient Services Building Division FACILITIES Deveioprifient Services Building Division ^f!^ CITY OF DISTRICT NO. 2 1635 FaradayAvenue 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 thorouglily 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 Rooortc, lne.Ci>dU^6AO, LP, 619-297-8066 Name of Owner Telephone 5900 Pasteur Ct, Ste. 200 5411 Columbus Cr. Address ProjectAddress Carlsbad, CA 92110 Carlsbad, CA 92008 City, State Zip City, State Zip 211-131-07-00 Assessor Parcel Number(s) or APN(s) and Lot Numbers(s) if not yet subdivided by County Assessor CBI 20070 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: $ 11,718.60 Owner's Initials . OPTION (2): I elect to pay the SPECIAL DEVELOPMENT TAX ANNUALLY for a period not to exceed twenty-five (25) Maximum annual Special Tax: $ 1,535.14 Owner's Initials "M I DO HEREBY CERTIFY UNDHTPENALTY OF PERJURY THAT THE UNDERSIGNED IS THE PROPERTY OWNER OF THE SUBJECT PFIPPERTY AND WAlLLllNOeRSTAND AND WILL COMPLY WITH THE PROVISION AS STATED ABOVE. Signatweof'Kroperty ubmer lr"'—^ Title 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 of this information. LandUse Hotel Imp.Area II FY 11/12 Annex date 12/93 Factor .8389 X Square Ft. 13,969 = $11,718.60 B-32 Page 1 of 1 Rev. 07/09 ^ CITY OF 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 Gity, 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 Proiect ID: CTMS: Building Permit Plan Checl< Number: CBI 20070 Project Address: A.P.N Project Applicant (Owner Name): Project Description: Building Type: Residential: Second Dwelling Unit: Residential Additions: 5411 Columbus Cr. 211-131-Q7-QQ Grand PacificJ3*>*^ , U Hotel/Time Share Cnmmerrial Residential NEW DWELLING UNIT(S) Square Feet of Living Area in New Dwelling/s Square Feet of Living Area in SDU Net Square Feet New Area Commercial/Industrial: 13,969 Net Square Feet New Area , M:"1 City Certification of Applicant Information.- JcunjKtAlticur Date- 3/?fi/?ni? SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD 13 Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 (760-331-5000) 0 Vista Unified School District 1234 Arcadia Drive Vista CA 92083 (760-726-2170) 1 1 San Marcos Unified School District 255 Pio Pico Ave Ste. 100 San Marcos, CA 92069 (760-290-2619) Contact: Nancy Dolce (By Appt. Only) 1 1 Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (760-944^300 X1166) 1 1 San Dieguito Union High School District-By Appointment Only 710 Encinitas Blvd. Encinitas, CA 92024 (760-753-6491) Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the infonnation provided above is correct and true to the best ofthe 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 incorrect, and that (2) theOwner is the owner/developer of the above described project(s), or that the person exe9iJting this declaration is^atithorized to sign on behalf of the Owner. Signature: B-34 Date: 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 , CARLSBAD UNIRED SCHOOL DISTRICT 6225 EL CAMINO REAL CARLSBAU, CA 92009 NAME OF SCHOOL DISTRICT 6225 EL CAMINO REAL DATE _ PHONE NUMBER B-34 Page 2 of 2 Rev. 03/09 IND Qate^l^^ Business Name ^^^'j^ATiyp TRIAL WASTEWATER DISCHARGE PERMIT CREENING SURVEY LP. //^/=^C ^. . street Address Zp^/i^c^ C^i iZ^cJ^ ./Z/3^.kj^>^^ ^^*r2£^^ Email Address K./^/Wyi X &^ ^^/'d^.c^^. PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS)! Checl< all below that are present at your facility: Acid Cleaning Assembly Automotive Repair Battery Manufacturing Biofuel Manufacturing Biotech Laboratory Bulk Chemical Storage Car Wash Chemical Manufacturing Chemical Purification Dry Cleaning Electrical Component Manufacturing Fertilizer Manufacturing Film / X-ray Processing Food Processing Glass Manufacturing Industrial Laundry Ink Manufacturing Laboratory Machining / Milling Manufacturing Membrane Manufacturing (i.e. water filter membranes) Metal Casting / Fomiing Metal Fabrication Metal Finishing Electroplating Electroless plating Anodizing Coating (I.e. phosphating) Chemical Etching / Milling Printed Circuit Board Manufacturing Metal Powders Forming Nutritional Supplement/ Vitamin Manufacturing Painting/Finishing Paint Manufacturing Personal Care Products Manufacturing Pesticide Manufacturing/ Packaging Pharmaceutical Manufacturing (Including precursors) Porcelain Enameling Power Generation Print Shop Research and Development Rubber Manufacturing Semiconductor Manufacturing Soap / Detergent Manufacturing Waste Treatment / Storage SIC Code(s) (If known):. Brief description of business activities (Production/Manufacturing Operations): Description of operations generating wastewater (discharged to sewer, hauled or evaporated): 'A- 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 apoji^^rfoc a Wastewater Discharae Permit from the Encina Wastewater Authority? ^NoVl^yes.when: . lioj^^^f&hAi2^^L^ Title y.^KK. Yes Site Contact Slgnature_ ENCINA WASTEWATER AU Phone No. , 6200 Avenida Encinas Carisbad, CA 92011 (760)438-3941 FAX: (760)476-9852 SAN DiEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# HV# BP DATE / _L B|,isiness Natne /'' f r\ EUjsiness ContacU Telephone # ProjectAddress ' x^City Zip Code Mailing Addresi) ^ jBjty state Zip Cods Plan File# Telephone # The following questions represent the facility's activities, NOT ttie specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by circling the item, wtiether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. 5. Organic Peroxides 9. Water Reactives 13. Corrosives 6. Oxidizers 10. Cryogenics 14. Other Health Hazards 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. NoneofThese. 8. Unstable Reactives 12. Radioactives 1. Explosive or Blasting Agents 2. Compressed Gases 3. Flammable/Combustible Liquids 4. Flammable Solids PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISIONS (HMDl: If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 1255 Imperial Avenue, 3" floor, San Diego, CA 92101. Call (619) 338-2222 prior to the issuance of a building permit. FEES NRE REQUIRED. Expected Date of Occupancy: / l_ YES NC 1. 2. 3. 4. 5. 6. 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 handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, 200 cubic feet, or carcinogens/reproductive toxins in any quantity? Will your business use an existing or install an underground storage tank? Will your business store or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? • CalARP Exempt / Date Initials • CalARP Required I Date Initials • CalARP Complete I Date Initials PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air Pollutton Control District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolitton permit. Note: if the answer to questions 3 or 4 is yes, applicant must also submit an asbestos notificatton form to the APCD at least 10 wori<ing days prior to commencing demolilion or renovation, except demolition or renovation of residential structures of four units or less. Contact the APCD for more information. 1. YES • • • ooL^ Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at httD://www.sdaDcd.orQ/info/fact8/Dermits.Ddf. and the list of typical equipment requiring an APCD permit on the reverse side of this from. Contact APCD if you have any questions). (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? (Public and private schools may be found after search of the Califomia School Directory at httD://www.cde.ca.aov/re/sd/: or contact the appropriate school district). Wiil there be renovatton that involves handling of any friable asbestos materials, or disturiJing any material that contains non-friable asbestos? Will there be demolition involving the removal of a load supporting structural member? • Briefly describe business activities: I declare underbenalty of periuA that to the best of my knowledge Name of owner or Authorized Agent Briefly describe proposed project: fz-v/^r n^t^s^H^ and belief the responses lerein are true and correct. Signattw^er6wnep0r^uthog;seKA§erit ^ 1^1 a Date FOR OFFICIAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:. BY: DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILOING PERMrr BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD APCD COUI^-HMD APCD COUNTY-HMD APCD HM-9171 (04/07) County of San Diego - DEH - Hazardous Materials Division CB120070 5411 COLUIMBUSCR GRAND PACIFIC RESORT: VILLA 68 13432 SF LV//6227 DECK & WALKWAY & STORAGE=12 64/ ^('^^^^^^^^'-^'^-'-^ Copies • CV Approved Date By BUILOING PLANNING ENGINEERING FIRE Expedite? Cl) N AFS Checked by: | ^' HaziWat APCD Health Forms/Fees sent Rec'd Due? By Encina Fire HazHealthAPCD PE&M School ('i^- Sewer Stormwater Special Inspection CFD: N LandUsi t Inl IT-3/a-t.//g> ijn I It. 'Z¥i-.t^|,z Density: ImpArea: t Annex: N Comments Date Date Date Date Building Planning Engineering Fire Need7 ::>i//y5nea^ fAitt) i^rtj • Don