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Home My WebLink About1595 MARBRISA CIR; ; CB122725; Permit05-03-2013 City of Carlsbad 1635 Faraday Av Carlsbad.CA 92008 Commercial/Industrial Permit Permit No: Building Inspection Request Line (760) 602-2725 CB122725 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 1595 MARBRISA CR CBAD COIVIMIND 2111310700 $1,453,879 00 Sub Type HOTEL Lot# 0 Construction Type 5B Reference # CT030002 Status Applied Entered By Plan Approved Issued Inspect Area Plan Check # ISSUED 12/20/2012 MDP 05/03/2013 05/03/2013 GRAND PACIFIC RESORTS 12 TIMESHARE UNITS, 13432 SF LIV/4207 SF DECKS & WALKWAYS & STORAGE Applicant SMITH CATHY Owner GRAND PACIFIC CARLSBAD L P 2398 SAN DIEGO AVE 92110 760 431-8500 5900 PASTEUR CT #200 CARLSBAD CA 92008 Building Permit $4,924 92 Meter Size Add'l Building Permit Fee $0 00 Add'l Reel Water Con Fee $0 00 Plan Check $3,447 44 Meter Fee $646 00 Add'l Building Permit Fee $0 00 SDCWA Fee $13,476 00 Plan Check Discount $0 00 CFD Payoff Fee $0 00 Strong Motion Fee $305 31 PFF (3105540) $26,460 60 Park Fee $7,056 80 PFF (4305540) $0 00 LFM Fee $0 00 License Tax (3104193) $0 00 Bridge Fee $0 00 License Tax (4304193) $0 00 BTD #2 Fee $0 00 Traffic Impact Fee (3105541) $9,025 00 BTD #3 Fee $18,048 00 Traffic Impact Fee (4305541) $0 00 Renewal Fee $0 00 PLUMBING TOTAL $543 00 Add'l Renewal Fee $0 00 ELECTRICAL TOTAL $847 00 Other Building Fee $0 00 MECHANICAL TOTAL $420 52 Pot. Water Con Fee $15,088 00 Master Drainage Fee $0 00 Meter Size Dl 5 Sewer Fee $10,104 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 $1,037 50 Green Bldg Standards Plan Chk TOTAL PERMIT FEES $111,486 09 Total Fees $111,486 09 Total Payments To Date. $111,486 09 Balance Due: $0.00 Inspector FINAL APPROVAL Date ('^•3'" f'j Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively refen'ed to as 'fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previousiv otherwise expired 05-03-2013 City of Carlsbad 1635 Faraday Av Carlsbad.CA 92008 Storm Water Pollution Prevention Plan (SWPPP) Permit Permit No:SW120539 Job Address Permit Type. Parcel No Reference # CB# Project Title Pnonty Applicant SMITH CATHY 2398 SAN DIEGO AVE 92110 760 431-8500 Emergency Contact HOUSTON ARNOLD 1595 MARBRISA CR CBAD SWPPP 2111310700 12-2725 Lot# GRAND PACIFIC RESORTS MARBRISA 12 TIMESHARE UNITS, 17,642 SF, 3,510 SF DECKS L Status Applied Entered By Issued. Inspect Area Tier Owner GRAND PACIFIC CARLSBAD L P 5900 PASTEUR CT #200 CARLSBADCA 92008 ISSUED 12/20/2012 LO 05/03/2013 1 760-585-8879 SWPPP Plan Check SWPPP Inspections Additional Fees $0 00 $56 00 $0 00 TOTAL PERMIT FEES $56 00 Total Fees $56 00 Total Payments To Date $56 00 Balance Due: $0.00 FINAL APPROVAL DATEi^AjJ SIGNATURE LLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: QPLANNING IZlENGINEERING •BUILDING •FIRE •HEALTH •HAZMAT/APCD CITY OF ^y^|^|_^|^yll!^[^ /CT^C" efTiail huilding@Gaftsbadca Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph- 760-602-2719 Fax- 760-602-8558 gov Plan Check No. yi^^ ^TL'C' Est. Value ^ I V 7^ • o 6 Plan Ck. Deposit Date / ^l-^O .|"LHswppt{Z " 55? JOB ADDRESS SUITE#/SPACE#/UNIT# 211 131 07 CT/PROJECT # PHASE # # OF UNITS 12 # BATHROOMS TENANT BUSINESS NAME Grand Pacific Resort, Villa 69 CONSTR TYPE I OCC GROUP V-B sp. R-2 DESCRIPTION OF WORK: include Square Feet of Affected Area(s) New construction of timeshare: Ground up Type V-B Sprinklered 3-story R-2 occupancy. Wood framing, stucco & concrete tile roof. Interior build out for 12 timeshare units. EXISTING USE PROPOSED USE Timeshare use GARAGE (SF) PATIOS (SF) DECKS (SF) 3.510 FIREPLACE YES I |# N0[7] AIR CONDITIONING YES \7\m Q FIRE SPRINKLERS YESITHNOI I APPLICANTNAME (Primary Contact) Cathy Kachurlca-Smith APPLICANTNAME (Secondary Contact) Dan Talant ADDRESS 2398 San Diego Avenue ADDRESS 2398 San Dieqo Avenue CITY San Dieqo STATE CA ZIP 92110 CITY San Dieqo STATE CA ZIP 92110 PHONE 619-297-8066 x15 FAX PHONE 619-297-8066x25 FAX EMAIL cathyks@noaainc.com EMAIL dant@noaainc.com PROPERTY OWNER NAME Grand Pacific Resorts, Inc. CONTRACTOR BUS. NAME Grand Pacific Resorts ADDRESS 5900 Pasteur Court, Suite 200 ADDRESS See property owner info CITY Carlsbad STATE CA 92008 CITY STATE ZIP PHONE 760-431-8500 FAX PHONE FAX EMAIL bzelenka@qpresorts.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, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or tnat he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)) Workers' Compensation Declaration / terefiy affirm under penalty ofpeijury one ofthe following declarations • I have and will 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 permit is issued • I have and will maintam workers' compensation, as required by Section 3700 of the Labor Code, for the performance 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 less I I Certificate of Exemption' 1 certify that in the performance of the work for which this penrat is issued, 1 shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California WARNING Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, mterest and attorney's fees JS^ CONTRACTOR SIGNATURE • AGENT DATE OWNER-BUILDER DECLARATION / hereby affirm that I am exempt from Contractor's Ucense Law for the following reason I I 1, as owner of the property or my employees with wages as their sole compensation, will do the work and the stnjcture is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are nol 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) [y^l 1, 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 to an owner of I property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) I I I am exempt under Section _ .Business and Professions Code for this reason 1 I personally plan to provide the major labor and matenals for construction of the proposed property improvement QYes I |No 2 I (have / have not) signed an application for a building penmit for the proposed work 3 1 have conlracted with the following person (fim) to provide the proposed construction (include name address / phone / contractors' license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supen/ise and provide the major work (include name / address / phone / contractors' license number) 5 1 will provide some of the work, but 1 have contracted (hiretfTtheJollowing persons to provide the work indicated (include name / address / phone / type of work) jgS'pROPERTY OWNER SIGNATURE QA'GENT DATE -{-z- "COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous matenals registration form or nsk management and prevention program under Sections 25505,25533 or 25534 of Ihe Presley-Tanner Hazardous Substance Account AcP Yes No Is the applicant or future building occupant required to obtain a permit from the air pollution control distnct or air quality management distncf ! Yes ! No Is the facility to be constmcted within 1,000 feet of the outer boundary of a school site'' lYes No 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 A GENCY I hereby affimi 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 I ceibfy that I have read the application and state thatthe above infomiabon is correct and that the infonnation on the plans is accuiate. I agree to comply with all City oidinances and State laws relating to building consbucbon. I hereby authonze representative of the City of Cailsbad to enter upon the above mentioned property fbr inspecton purposes I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CfTY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA pemiit IS required fbr excavations over 5'0' deep and demoliton or constmcton of stmctures over 3 stones in height EXPIRATION Every permit issued by the Building Oflicial under the provisions of^this Code shall expire by limitation and become null and void f the building or work authonzed by such permit is not commenced within 180 days from the date of such pemnit or if tfi^MWno or work authonzed by s^cFTpemiiris'sigpended or abandoned at any tme after the work is commenced fbr a penod of 180 days (Section 106 4 4 Unifomn Building Code) vfiS" APPLICANT'S SIGNATURE ( /f?\Uutr^ <;r—O TT//' DATE ^ '~ / STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. CERTOFICATE OF OCCUPANCY (Commerc al Projects Only) Fax (760) 602-8560, Email buildina(5)carlsbadca gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008 C0#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE FAX ElVIAIL OCCUPANT'S BUS LIC No DELIVERY OPTIONS PICK UP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On pg 1) MAIL TO: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On pg. 1) MAIL / FAX TO OTHER: ASSOCIATED CB# \) I ^-TT^ NO CHANGE IN USE / NO CONSTRUCTION CHANGE OF USE / NO CONSTRUCTION ASSOCIATED CB# \) I ^-TT^ NO CHANGE IN USE / NO CONSTRUCTION CHANGE OF USE / NO CONSTRUCTION vS?APPLICANT'S SIGNATURE •Hit ^ CITV Of BS^I INSPECTION RECORD 0 INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB 0 CALL BEFORE 3.-30 pm FOR NEXT WORK DAY INSPECTION 0 FOR BUILDING INSPECTION CALL: 760-602-2725 OR GO TO: www.Carl5badlca.pov/Buildlng AND CLICK ON "Request Jnsneetion" DATE: IF "YES • IS CHECKED BELOW THAT DIVISION'S APPROVAL IS REQUIRED PRIOR TO REQUESTING. A FlNAL BuiLDIIMG INSPECTION. IP YOU HAVE ANY QUESTIONS PLEASE CALL THE APPLICABLE DIVISIONS AT jxHE PHONE NUMBERS PROVIDED BELOW. AFTER ALL REQUIRED APPROVALS ARE SIGNED OFP- FAX TO 760-602-8560. EMAIL TO SLDGINSPECTlbNS@CARLSBADCA.GOV Ok BRING IN A COPY OF THIS CARD TO: 1635 FARADAY AVE., CARLSBA'D, CA 92008. BUILDINQ INSPECTORS CAN BE REACHED AT 760-602-2700 BETWEEN 7:30 AM - 8:00 AM THE DAY OFI YOUR INSPECTION. CB122725 1595 MBRISACH GRAND PACIFIC RESORTS 12 TIMESHARE UNITS. 13432 SF LIV/ 4207 SF DECKS & WALKWAYS & STORAGE COMM IND HOTEL Lot# SMITH CATHY RECORD COPY NO Required for Building Final if Checked YES Date Inspector Notes Planning / Landscape 760-944-8463 Allow 48 hours CM&I (Engineering Inspections) 760-438-3891 Call before 2 pm Fire Prevention 760-602-4660 Allow 48 hours Type of Inspection \ Typt> of Inspection CODE # BUILDING Date Inspector CODE # ELECTRICAL Date /^pector #11 FOUNDATION f / <K, #31 .^UCTRICUNDERGROUND DUFER #12 REINFORCED STEEL I- l-lJ #34 ROUGH ELECTRIC r #66 MASONRY PRE GROUT #33 • ELECTRIC SERVICE • TEMPORARY O GROUT • WALL DRAINS #35 PHOTOVOLTAIC #10 TflTP.ANELS #39 FiNAL #11 POUR STRIPS CODE # MECHANICAL #11 COLUMN FOOTINGS /) #41 UNDERGROUND DUCTS & PIPING #14 SUBFRAME/P.FLOOR • CEILING /•/. ,} #44 • DUCT & PLENUM • REF. PIPING #15 ROOFSHEATHING #43 HEAT-AIR COND. SYSTEMS #13 EXT. SHEAR PANELS #49 FINAL #16 INSUUTION /L CODE # COMBO INSPECTION #18 EXTERIOR WTH /f •//;/? #81 UNDERGROUND (11,12.21,31) #17 INTERIOR UTH & DRYWALL It? 't' /i #82 DRYWALLEXT UTH, GASTES (17,18,23) #51 POOLEXCA/STEEL/BOND/FENCE #83 ROOFSHEATING, EXTSHEAR(13,15) // #55 PREPLASTER #84 FRAME ROUGH COMBO (14,24,34,44) #19 FINAL #89 HNAL OCCUPANCY (19,29,39,49) CODE # PLUMBING Oate Inspector #22 • SEWER & BL/CO • PL/CO • • ! FIRE . Date Inspector #21 UNDERGROUND OWASTE • WTR .!>•//./? #24 TOPOUT DWASTE DWTR /? A/S UNDERGROUND VISUAL #27 TUB & SHOWER PAN A/S UNDERGROUND HYDRO #23/^ASTEST /iBvSASPIPING -A/S UNDERGROUND FLUSH #25'^WATER HEATER ' i •y A/3 OVERHEAD VISUAL #28 SOLAR WATER A/S OVERHEAD HYDROSTATIC #29 FINAL A/S FINAL CODE # STORM WATER F/A ROUGH-IN 7V/-/7 #600 PRE-CONSTRUCTION MEETING F/A FINAI #603 FOLLOW UP INSPECTION FIXED EXTINGUISHING SYSTEM ROUGH-IN V.. N \ #605 NOTICE TO CLEAN FIXED EXTING SYSTEM HYDROSTATIC TEST ... \ #607 WRITTEN WARNING FIXED EXTINGUISHING SYSTEM FINAL V \ #609 NOTICE OP VIOUTION MEDICAL GAS PRESSURETEST #610 VERBALWARNING MEDICAL GAS FINAL •v. V \ SEE BACK FOR SPECIAL NOTES Section 5416. Health and Safety Code, State of California (a) There shall be not less than one water closet for each 20 employees or fractional part thereof working at a construction job site The water closet shall consist of a patented chemical type toilet. (b) For the purpose of this section the term construction site shall mean the location on which actual construction of a building is in progress. (c) A violation of this section shall constitute a misdemeanor. All construction or work for which a permit is required shall be subject to inspection and all such construction or work shall remain accessible and exposed for inspection purposes until approved by the inspector. Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval ofthe inspector. DATE, ADDITIONAL NOTES /•A^/^ ^A. //^ fi fdf^inJf^^ -i^^ ^\tJiL-\^-r &%AfiJjt5<L (Vg;4YG^) ^ \VlP^tO-VA^-i^g r)if]W\ pro ^ 7^ yj^-^-^ Development Services <i0P SPECIAL INSPECTION Building Division CITY OF AGREEMENT 1635 Faraday Avenue CARLSBAD ^"^^ www.carlsbadca.gov In accordance witii Chapter 17 ofthe California Building Code the foiiowing must be completed when work being performed requires special inspeclion, structurai observation and construction material testing. Project Address: ^^'^^ /C^A^'^^l'^ <^^,fr4l A. THIS SECTION MUST BE COIVIPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check if you are Owner-Builder ^|Wlf you checked as owner-builder yo.u must also complete Section B of this agreement.) Name: (Please printu_.^i^^^±E,.' . ^. „ . ..'T^.^M.',^ (Firat) ^ (Ml) (Lasli Mailing Address:,, '•fl'^ FOCA.^ t\^iS. .JIP-H- DiCtK>. _..f^.i-U.! Email: CC'O Li^ fegixf-f^TS.rr-t^pwC:^. C*. >^ Phone: ...J^.^. 2-1^S^o lam: QProperty Owner •Property Owner's Agent of Record •Architect of Record 'J^^^O'"®^''°^ State of California Registration Numbet:.. ^.^'S^'t 1 Expiration Date: k.h^'J^LI AGREEMENT: I, the undersigned, declare under penalty cf perjury under the laws of the State of California, that I have read, understand, acknowledge and promise to comply with the City of Carlsbad requirements for special Inspections, structural observations, construction materials testing and off-site fabrication of building components, as prescribed in the statement of Special inspections noted on the approved plans and, as required by the California Building Code. Signatures Ly'^^'TTTZ.Jz Date: .UjS^lJ^i ?- B. CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706j. This section must be completed by the contractor / builder / owner-builder, /s ^ Contractor's Company Name- (^.^^fM^/P,. I J^,\^.^C Please check If you are Owner-Builder^^ Name: (Please print) „ (Fiiai ;Mn (Usii Mailing Address: ^ Email: \\^irKAk(2y^ \^fe!^af^rS> - C^>^ Phone:. State of Califomia Contractor's License Number:. Expiration Date:^?'\r^I'i . .' » I acknowledge and, am aware, of special requirements contained in the statement of special inspections noted on the approved plans; • I acknowledge that control will be exercised to obtain conformance with the construction documents approved by the building official; • I will have in-place procedures for exercising control within our (the contractor's) organization, for the method and frequency of reporting and the distribution of the reports; and • I certify that I will have a qualified person within our (the contractor's) organization to exercise such control. • / yy/// provide a final report / lettefJft-eifmplJaiice with CBCSectior} 1704.1.2 prior to regvesting final Inspection. Signature;. _ ^^^^^f:^^ Date:.. / //^ FEB 5 2 Z013 B-45 g^ge/i ©FT CARLSBAD Rev, oa/n BUILDING DIVISION MARBRISA Hilton Grand Vacations Club Sheraton Carlsbad RESORT & SPA Formerly 5409 Columbus Cr. Formerly 5411 Columbus Cr. Rt'citMtion Center/ MarBrisa Subphase Z.1 Villa es . lA -12 Unils Park View 10 Al,2» Legend: I I Sheraton Carlsbad Resort & Spa I Grand Pacific Carlsbad Hotel, L.P. (GPCH) Owned Land I I Grand Pacific Carlsbad, L.P. (GPC) Owned Land .. Grand Pacific MarBrisa Resort (GPM) Land Deeded to Timeshare Owners Ocean View Villas Park View Villas GPC Owned Common Facilities MarBrisa Subphase 1.1 villa 53 - lA -12 units Parkview 10A,2B VllIa54-3A-16nilil9 Park View tll,4D,eE Villa H-IA-12 iliiili Ocean View 8 Al, 2 B, 2 L2 MarBrisa Sttbphase 1.2 Villa S2 - lA • 12 units 4 Al Park View 6 A], 2 B Ocean View Villa 51-lA-U units 10 AL 2 B Ocean View l iliK'.'. Center/ Jvfciv'.ition Cent© MarBrisa Subpiiase 13 VUU50-3A'16 UniU 6 D, 4 D, 6 E Ocean View EsGil Corporation In (PartnersHip witfi government for (Building Safety DATE: MAY 1, 2013 •APPLICANT ^JURIS JURISDICTION: CARLSBAD • PLAN REVIEWER • FILE PLANCHECKNO.: 12-2725 SET: III PROJECTADDRESS: 5409 COLUMBUS CIRCLE PROJECT NAME: 3-STORY TIMESHARE BUILDING - VILLA #69 I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. XI 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. PLEASE SEE BELOW I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: DAN TALANT C/O NOGLE - ONUFER ASSOC. AlA 2398 SAN DIEGO AVE., S.D., CA 02110 I I EsGil Corporation staff did not advise the applicant that the plan check has been completed. IXI EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: DAN TALANT Telephone #: 619-297-8066X25 Date contacted: 5/1/13 (by: GA) Email: dant(S^noaainc.com Fax #: Mail Telephone Fax In Person ^ REMARKS: Plans to be hand carried to the City by Dan Talant. Omit the detail 4 on sheet A-10 (Not used). By: Glen Adamek Enclosures: EsGil Corporation IEI GA • EJ • PC 5/1/2013 LOGIN & LOGOUT 9320 Chesapealce Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 EsGil Corporation In (Partnership witH government for (Buifding Safety DATE: MARCH 1, 2013 • AEELIQANT JURISDICTION: CARLSBAD • PCA-N-REVIEWER • FILE PLANCHECKNO.: 12-2725 SET-H PROJECTADDRESS: 5409 COLUMBUS CIRCLE PROJECT NAME: 3-STORY TIMESHARE BUILDING - VILLA #69 I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. PLEASE SEE BELOW I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: DAN TALANT C/O NOGLE - ONUFER ASSOC. AlA 2398 SAN DIEGO AVE., S.D., 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: DAN Telephone #: 619-297-8066X25 Date contacted: 3 )H 11^ C^Y' ^) Email: dant(g)noaainc.com Fax #• Mail ^ Telephone Fax In Person XI REMARKS: Please see attached for remaining items from previous list. By: ALI SADRE, S.E. Enclosures: EsGll Corporation S GA EJ • PC 2/25 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD 12-2725 MARCH 1, 2013 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 Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. • ARCHITECTURAL 3. The structural plans as submitted were not signed by the project engineer. CA Business & Professional Code. 4. Certain details (as reproduced) on plans are not legible. Please double check all the imprinted details on plans for clarity prior to resubmittal. f/.e., please see details 18/A-10; 18/A-11: 2/A-13: 3. 4 & 6/A-14; etc. Tiiis is not intended to be an all inclusive list] 5. Note on plans that surface water will drain away from building. The grade shall fall a min of 5% within the first 10' (2% for impervious surfaces). Section 1804 3. \Tiiis item was formerly under "Structural" (because it is from Chapter 18); tiowever, thie proiect engineer stated it should be addressed bv the architect. We do not dictate who should address it, so long as it is reflected on plans]. • MISCELLANEOUS 6. Please see attached for P/M/E & HC items. 7. 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, S.E. at EsGil Corporation. Thank you. CARLSBAD 12-2725 MARCH 1, 2013 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers ofthe items are from the previous check list and may not necessarily be In sequence. THE NOTES IN BOLD FONT ARE CURRENT REMAINING ITEMS. PLUMBING AND MECHANICAL CORRECTIONS • JURISDICTION: Carlsbad DATE: 3/1/2013 • PLAN REVIEW NUMBER: 12-2725 SET: II PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 1. The Structural Drawings are not signed. Each sheet of the plans must be signed by the person responsible for their preparation, before the permits are issued. Business and Professions Code. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. PLUMBING (2010 CALIFORNIA PLUMBING CODE) 3. The Civil plans provided do not include the private site water line from the public water meter to each building served by the same public water meter and private site sewer line of the Villa 69 to the public sewer system. Provide the site plumbing plans showing the sizes and locations ofthe gas meters and water meter; and the sizes, routes, and slopes ofthe building sewer, storm drainage system, site gas lines, and site water lines. 4. The Civil plans provided do not include the private site water line from the public water meter to each building served by the same public water meter and private site sewer line of the Villa 69 to the public sewer system. Identify the extent of the private sewer, water, and gas systems on the plumbing site plan. Clearly specify, on the plans, which City Department is responsible forthe permitting, plan check, and inspections for the private utility systems. If private, the responsibility of the City Building Department, and under the Uniform Plumbing Code, provide complete civil site utility plans for plan check, or obtain a separate permit from the City for the Civil Site Plans. 5. Sheet P1.0 seems to show the next upstream manhole rim elevation is 191.85', and the finished floor elevation is 102.39'. So the finished floor elevation is above the upstream manhole rim elevation. Please correct the plan showing backwater valve. Please show the upstream sewer manhole rim and finished floor elevations. Provide backwater valves for all fixtures installed on floor levels below the next upstream manhole rim elevation. (Only fixtures installed on floor levels below the next upstream manhole rim elevation may flow through a backwater valve.) CPC, Section 710.1. CARLSBAD 12-2725 MARCH 1, 2013 8. Please correct the water line sizing calculations provided on sheet P0.1 as per the following items: A) As per CPC, Table A-2 the clothes washers are 4 fixture units each. Not thwo only one fixture unit used. The total clothes washer water demand is 56 fixture units, not the 14 fixture units shown just for Villa 69. (Over 300 water fixture units total for just Villa 69. Not 257 FU.) B) The site plans seem to show the public water meter serves more than jus Villa 69. It seems Villa 68 and Villa 70 are also served by the same VA inch public water meter. Please correct the water line sizing calculations from the public water meter to each of the three buildings and within the Villa 69. The water mains seem to be undersized. When the site plumbing plans showing the public water meter size and location the water line sizing will be reviewed forthe total developed length, elevation pressure loss, and water meter pressure loss. C) The sizing charts have not been corrected. (Note: for 8 feet per second through a 2 inch copper tube, only about 70.5 GPM flow is provided. Not the 75 GPM shown. Please correct the values for GPM and velocities shown in the pipe sizing table on sheet P0.1 to agree with CPC, Chart A-4 for copper tubing. D) The sizing charts have not been corrected. Correct the fixture unit values in the pipe sizing table on sheet P0.1 for the corrected GPM values. E) A complete review of the water line plans and calculations will be done when complete corrected plans and calculations are provided. 9. Please correct the installation of the "Drip leg" (gas piping sediment trap) shown in the detail 15on sheet P5.1. The location is on the incorrect side ofthe gas pressure regulator. MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 12. See the item #16. below. The detail 4 on sheet A-10 is allowed form maximum 4 inch diameter ducts, but Table 4-9 in the residential energy design manual shows larger ducts are required for duct lengths and air flow amounts. Please correct. Review with the architect the locations that require (fire/ceiling radiation/or fire/smoke) damper and/or shaft protection and identify installations on the mechanical plans themselves. See "Architectural PME" items above directly below the PME list heading. 16. The 4 inch exhaust fan ducts from the bathrooms and kitchen and whole house ventilation systems do not comply with Table 4-9 in the residential energy design manual. Please correct. Residential ventilation requirements: A) Kitchens require exhaust fans (either intermittent/100 cfm or continuous/5 air changes/hour), ducted to the exterior. Detail compliance by including a complying exhaust fan or a ducted range hood to the extenor. Note. CFM and noise rating ("Sone") must be specified on the plans B) Bathrooms require exhaust fans (minimum 50 cfm) to be ducted to the extenor. Note- CFM and noise rating ("Sone") must be specified on the plans A bathroom is defined "as a room with a bathtub, shower, or spa or some similar source of moisture". CARLSBAD 12-2725 MARCH 1, 2013 0) Mechanical whole house ventilation must be provided. Include the following information. Fan sizing (cfm), "Sone" specification, and the duct sizing and length. Note: The information must match or exceed the design found on CF-6R-MECH energy forms • All fans installed to meet the preceding requirements must be specified at a noise rating of a maximum 1 "Sone" (for the continuous use calculation) or 3 "Sone" (for the intermittent use calculation) Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 The following disabled access items are taken from the 2010 edition of California Building Code, Title 24. Per Section 1.9.1, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. Please revise the plans to show compliance with the following items for all accessible units: • CONTROLS AND OPERATING MECHANISMS 1. Note on plans that controls and operating mechanisms shall comply with the requirements of Section 1117B.6. \Where is this addressed on A-12, as per response? Please provide a specific heading & item #: see the next item as welil. 2. The highest and lowest operable parts of all controls, dispensers, receptacles and other operable equipment shall be placed within 48" ofthe floor but not lower than 15" for foHA/ard approach (or within 54" but not lower than 9" if side approached). Electrical and communication system receptacles on walls shall be mounted no less than 15" above the floor. Section 1117B.6.3. EsGil Corporation In (PartnersHip witH government for (Buifding Safety DATE: JAN. 10, 2013 • APPLICANT ar JURIS JURISDICTION: CARLSBAD • PLANREVIEWER • FILE PLAN CHECK NO.: 12-2725 SET I PROJECTADDRESS: 5409 COLUMBUS CIRCLE PROJECT NAME: 3-STORY TIMESHARE BUILDING - VILLA #69 I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. X 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 fon/vard to the applicant contact person. X The applicant's copy of the check list has been sent to: DAN TALANT C/O NOGLE - ONUFER ASSOC. AlA 2398 SAN DIEGO AVE., S.D., CA 92110 I I EsGil Corporation staff did not advise the applicant that the plan check has been completed. X EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: DAN Telephone #: 619-297-8066X25 Date contacted: (by. ) Email: dant(a?noaainc.com Fax #: Mail Telephone Fax In Person • REMARKS: By: ALI SADRE Enclosures: EsGil Corporation IEI GA 13 EJ • PC 12/24 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 CARLSBAD 12-2725 JAN. 10, 2013 GENERAL PLAN CORRECTION LIST JURISDICTION: CARLSBAD PLANCHECKNO.: 12-2725 PROJECT ADDRESS: 5409 COLUMBUS CIRCLE OCCUPANCY = R2; USE = TIME-SHARE; CONSTRUCTION = V-B; STORIES = 3; HEIGHT = 35'; AREAS: 1^^ = 7,052 (1969 OF WHICH IS PATIOS); 2"^ = 6,262 (1,413 OF WHICH IS DECKS); 3^° = 4,328 (288 OF WHICH IS DECKS); SPR. = Y(USED IN LIEU OF ADD. STORY) ND DATE PLAN RECEIVED BY ESGIL CORPORATION: 12/24 REVIEWED BY: ALI SADRE DATE REVIEW COMPLETED: JAN. 10, 2013 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 disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. 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. The approval of the plans does not permit the violation of any state, county or city law. 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 Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. CARLSBAD 12-2725 JAN. 10, 2013 2. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. 3. 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 on the plans. Have changes been made not resulting from this list? • Yes • No • ARCHITECTURAL 4. A reminder that the revised plans need to be stamped & signed by the project architect, or engineer. CA Business & Professional Code. 5. Provide a Unit Schedule on the Title Sheet. Include the following: • Number of each designated unit types in the building 6. 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. 7. 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. 8. Detail and reference I.C.C. number or other approval for horizontal fire assembly using trusses. Item 21-1.1 in Table 720.1(3) requires 2 layers of 5/8" Type X gypsum wallboard at the bottom chords of trusses. Section 703. 9. 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." 10. 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". Access must be provided to eacii separated attic area. Section 1209.2. • STRUCTURAL 11. Note on plans that surface water will drain away from building. The grade shall fall a min of 5% within the first 10' (2% for impervious surfaces). Section 1804.3. 12. 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. 13. Provide a letter from the soils engineer confirming that the foundation/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. 14. If special inspection is required, the designer shall complete the city's "Special Inspection Agreement". This form is available at the building department. CARLSBAD 12-2725 JAN. 10, 2013 15. Nails for shear transfer connection (using A35's, etc.) may not be driven parallel to the flanges of TJI's (i.e., along the sides), per city policy, unless specific written approval from Trus-Joist Manufacturer is first obtained. Details or notes on the plans should make this clear. Nails may be driven perpendicular to TJI flanges. 16. Please note where detail 10/S6.4 is cross referenced on plans. 17. Please show the footing size and reinforcement under stairs on detail 2/S3.1. This information is not shown on foundation plans. 18. On Sheet S2.4, the window openings on girdlines B & L do not match the floor plans. • MISCELLANEOUS 19. Please see attached for P/M/E & HC items. 20. 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 12-2725 JAN. 10, 2013 PLUMBING AND MECHANICAL CORRECTIONS • JURISDICTION: Carlsbad DATE: 1/8/2013 • PLAN REVIEW NUMBER: 12-2725 SET: I PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL P/M/E ITEMS 1. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. 2. Include, on the mechanical plans, the locations of all required smoke, fire, combination smoke and fire, or ceiling radiation dampers. This applies to the separation ofthe units at any wall or ceiling penetrations. Be sure to include a symbol on the symbol schedule for each damper type. CBC 716. PLUMBING (2010 CALIFORNIA PLUMBING CODE) 3. Provide the site plumbing plans showing the sizes and locations of the gas meters and water meter, and the sizes, routes, and slopes ofthe building sewer, storm drainage system, site gas lines, and site water lines. 4. Identify the extent of the private sewer, water, and gas systems on the plumbing site plan. Clearly specify, on the plans, which City Department is responsible for the permitting, plan check, and inspections for the private utility systems. If private, the responsibility ofthe City Building Department, and under the Uniform Plumbing Code, provide complete civil site utility plans for plan check, or obtain a separate permit from the City for the civil site plans. 5. Please show the upstream sewer manhole rim and finished floor elevations. Provide backwater valves for all fixtures installed on floor levels below the next upstream manhole rim elevation. (Only fixtures installed on floor levels below the next upstream manhole rim elevation may flow through a backwater valve.) CPC 710.1. 6. Show compliance with CPC, Section 605.3. "A fullway valve shall be installed for each apartment of dwelling of more than one family. In lieu ofthe main supply shutoff in each apartment, individual shutoff valves may be provided at each fixture." If shutoff valves are provided at each fixture detail plumbing of the valves at the tubs & showers. 7. Please show in the water line sizing calculations the minimum and maximum water pressure at the water meter as per the serving water agency. a) If the maximum water pressure provided by the serving water agency is more than 80 psi, then water pressure regulator is required CARLSBAD 12-2725 JAN. 10, 2013 b) The minimum water pressure provided by the serving water agency must be used in the water line sizing calculations Not the "estimated water pressure" 8. Please correct the water line sizing calculations provided on sheet P0.1 as per the following items: a) The water demands in the water line sizing calculations do not include the 12 dishwasher units a 1 5 fixture units each b) When the site plumbing plans showing the public water meter size and location the water line sizing will be reviewed for the total developed length, elevation pressure loss, and water meter pressure loss c) Please correct the values for GPM and velocities shown in the pipe sizing table on sheet PO 1 to agree with CPC, Chart A-4 for copper tubing d) Correct the fixture unit values in the pipe sizing table on sheet PO 1 for the corrected GPM values e) A complete review of the water line plans and calculations will be done when complete corrected plans and calculations are provided 9. Please correct "Dirt Leg" (gas piping sediment trap) shown in detail 1 on sheet P0.1 to agree with detail 2 on sheet P5.1. The gas line into the "Dirt Leg" must be vertical down, not horizontal as shown in detail 1 on sheet P0.1. (The gas piping sediment trap must be installed downstream ofthe appliance shutoff valve as close to the inlet of the appliance as practical. Exceptions: Appliances with an internal sediment trap,(or) ranges, clothes dryers, gas fireplaces, and outdoor grilles. CPC 1212.7.) 10. The water piping layouts in detail 1 on sheet P5.2 and detail 3 on sheet P5.2 for the hot water heater system do not agree. Please correct. 11. Provide the following information concerning the water heater: a) Show P & T valve on water heater and detail the dram routing to the extenor. It may not be installed upwards from the valve CPC 506 2/608 3 b) Provide combustion air design Show opening sizes and routing of ducts CPC 507 0 c) Detail the water heater vent installation Size, routing, slope, and termination location (Minimum 8' from vertical surfaces). CPC 510 0 MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 12. Review with the architect the locations that require (fire/ceiling radiation/or fire/smoke) damper and/or shaft protection and identify installations on the mechanical plans themselves. See "Architectural PME" items above directly below the PME list heading. 13. Detail the primary and secondary mechanical condensate waste design: Pipe sizing, routing, and termination areas. CMC 309.0 & CPC 807.0 14. Detail the required access to the Appliances as per CMC Section 304.0: "Appliances shall be accessible for inspection, service, repair, and replacement without removing permanent construction." Clearly show the sizes and the units. CARLSBAD 12-2725 JAN. 10, 2013 15. Provide the exhaust and make-up air design for the occupancy type listed in Table 4.4. CMC 403.7. Show the required ventilation of the Housekeeping rooms as linen storage and janitor rooms. 16. Residential ventilation requirements: a) Kitchens require exhaust fans (either intermittent/100 cfm or continuous/5 air changes/hour), ducted to the exterior. Detail compliance by including a complying exhaust fan or a ducted range hood to the extenor Note- CFM and noise rating ("Sone") must be specified on the plans b) Bathrooms require exhaust fans (minimum 50 cfm) to be ducted to the extenor Note CFM and noise rating ("Sone") must be specified on the plans A battiroom is defined "as a room with a bathtub, shower, or spa or some similar source of moisture" c) Mechanical whole house ventilation must be provided Include the following information. Fan sizing (cfm), "Sone" specification, and the duct sizing and length Note. The information must match or exceed the design found on CF-6R-MECH energy forms • All fans installed to meet the preceding requirements must be specified at a noise rating of a maximum 1 "Sone" (for the continuous use calculation) or 3 "Sone" (for the intermittent use calculation) Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2010 CALIFORNIA ELECTRICAL CODE) 2. Update the unit Note as concerns the smoke detector description for the non- bedroom locations: Dual (smoke and carbon monoxide) detectors are required in this location. 3. Explain the load calculation on sheet E-4.2: Either you have 22 dwelling units at a 36% demand factor (with 22 ranges/see 220.84(A)(2)) or you have 12 dwelling units with a 41% demand factor? 4. It appears one heat pump is missing: 22 on electrical, 23 on mechanical? 5. Nothing of Note has changed since the permission for wiring description on sheet E-4.3 (06/05/08) but you may want to verify that it is still current. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. CARLSBAD 12-2725 JAN. 10, 2013 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 The following disabled access items are taken from the 2010 edition of California Building Code, Title 24 Per Section 1 9 1, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities Please revise the plans to show compliance with the following items for all accessible units' . CONTROLS AND OPERATING MECHANISMS 1 Note on plans that controls and operating mechanisms shall comply with the requirements of Section 1117B.6. 2 The highest and lowest operable parts of all controls, dispensers, receptacles and other operable equipment shall be placed within 48" of the floor but not lower than 15" for fonward approach (or within 54" but not lower than 9" if side approached) Electncal and communication system receptacles on walls shall be mounted no less than 15" above the floor. Section 11178 6 3 . GROUP R OCCUPANCIES 3 When kitchen accommodations are provided, the number of such accommodations shall be equal to units provided per Table 11 b-3 a) Countertops other than those made of tile, stone or cultured stone, shall be constructed to provide the following i) A minimum linear length of 30" at the kitchen sink and a work surface, both of which are to be designed to enable repositioning to a minimum height of 28" II) The base of the cabinets directly under the sink and work surface areas which are designed for repositioning shall be removable to provide for wheelchair clearance III) The sides and back of adjacent cabinets, which may become exposed to moisture or food handling when a countertop is lowered, shall be constructed of durable, nonabsorbent material appropnate for such uses iv) Finished flooring shall be installed beneath such countertops v) Lower shelving and/or drawer space shall be provided in the kitchen at a height of no more than 48" 4 Bathrooms in the accessible rooms shall comply with the following: a) Doors shall not swing into the required clear floor space for any fixture. b) There must be a minimum clear floor space of 30" by 60" The clear floor spaces at fixtures and controls, accessible route and turning space may overlap c) Water closets must comply with sections 1115B and 1502.0 of the California Plumbing Code This will require the following clearance i) >60" diameter (or the T-shaped space from Figure 11 B-12 Doors are not permitted to encroach into this space bv more than 12 inches. d) Show that the water closet is located in a space, per Section 1115B7 2, which provides i) A minimum side clearance of either a) >28" from a fixture. b) >32" from a wall on one side ll) >48" clear space in front of the water closet. e) Lavatones and mirrors shall comply with sections 1115B 9 (and 1504 0 ofthe California Plumbing Code) f) If tubs or showers are provided, at least one shall be accessible in compliance with section 1115B 6.1 and 1506 0 of the California Plumbing Code for tubs or 1115B 6.2 and 1505 0 for showers END OF DOCUMENT CARLSBAD 12-2725 JAN. 10, 2013 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLANCHECKNO.: 12-2725 PREPARED BY: ALI SADRE DATE: JAN. 10, 2013 BUILDING ADDRESS: 5409 COLUMBUS CIRCLE BUILDING OCCUPANCY: R2 TYPE OF CONSTRUCTION- V-B/SPR. BUILDING PORTION AREA ( Sq. Ft) Valuation Multiplier Reg. Mod. VALUE ($) TIME-SHARE 13972 91 01 1,271,592 COVERED 3670 15.57 57,142 DECKS Air Conditioning 13972 5 03 70,279 Fire Sprinklers 17642 3.11 54,867 TOTAL VALUE 1,453,879 Jurisdiction Code CB By Ordinance Bldg. Permit Fee by Ordinance • $4,924.92 Plan Check Fee by Ordinance Type of Review _• Repetitive Fee ^ I Repeats IZI Complete Review • Other |-j Hourly EsGil Fee • Structural Only Hr. @ $3,201.20 $2,757.96 Comments. Sheet 1 of 1 macvalue doc + PLAN CHECK PLAN CHECK Community & Economic ^ CITY OF REVIEW Development Department 1635 Faraday Avenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 www.carlsbadca.gov DATE: 03/05/13 PROJECT NAME: Grand Pacific Resort: Marbrisa Phase II Maronsa Khase ii A . -PLAK CHECK NO: CB 12-2725 SET#: II ADDRESS: §109 Colurnbu&G4<:ete-VILLA 69 VALUATION: $15,000 SCOPE OF WORK: 12 timeshare units, PROJECT iD:CT 03 02 APN: Square footage: 17,642 m You may have corrections from one or more of the divisions listed in the table belovv'. To determine status by one or more of these divisions, please contact 760-602-2719. This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION A Final Inspection by the Construction Mgmt & Inspection Division is required [X] Yes Qj No This plan check review is NOT COIVIPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: cathks@noainc.com p ' XPLANNING "'^ 'i f 760-602-4610 [ ENGINEERING 760-602-2750 ' 1 FIRE PREVENTIOI ; ; 7607602-4665 ^ ^' 1 Chris Sexton ! --J 760-602-4624 i Chris.Sexton@carlsbadca gov i 1 Kathleen Lawrence 1 760-602-2741 Kathleen.Lawrence@carlsbadca.gov 1 1 ' Greg Ryan I—J 760-602-4663 [ Gregory.Ryan@carlsbadca.gov , 1 1 Gina Ruiz ' i 760-602-4675 Gma.Ruiz@carlsbadca.gov ' X L Linda Ontiveros 760-602-2773 nda.Ontlveros@carlsbadca.gov j j Cindy Wong [. LJ 760-602-4662 [ Cynthia.Wong@carlsbadca.gov j L J [ • Dominic Fieri I L_! 760-602-4664 | Dominic.Fieri@carlsbadca.gov ' Remarks: CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE RECEIVED CiTY OF OARLSBAD FEB 01 2013 TkANSPORiAl luN OKPAKTMENT CM&I DIVI.SJON PROJECT INSPECTOR:, &mm A . /fZ DATE: lM5_ PROJECTID &f/^:i'0?^ LOTS REQUESTED FOR RELEASE: N/A = NOT APPLICABLE V = COMPLETE GRADING PERMIT NO. f/Dl)^0 \/>ik /.I 1st 2nd. /' l/ / l/ 1/ l/ 1. Site access to requested lots adequate and logically grouped 2. Site erosion control measures adequate. 3. Overall site adequate for health, safety and welfare of public. 4. Letter from Owner/Dev. requesting partial release of specific lots, pads or bldg. 5. 8V4" X 11" site plan (attachment) showing requested lots submitted. 6. Compaction report from soils engineer submitted. (If soils report has been submitted with a previous partial release, a letter from soils engineer referencing the soils report and identifying specific lots for release shall accompany subsequent partial releases). 7. EOW certification of work done with finish pad elevations of specific lots to be released. Letter must state lot (s) is graded to within a tenth (.1) ofthe approved grading plan. 8. Geologic engineer's letter if unusual geologic or subsurface conditions exist. 9. Fully functional fire hydrants within 500 feet of building combustibles and an all weather roads access to site is required. • Partial release of grading for the above stated lots is approved for the purpose of building permit issuance. Issuance of building permits is still subject to all nonnal City requirements required pursuant to the building permit process. Partial release ofthe site is denied for the following reasons: LIhspector Construction Manager Date? Date K.\A MASTED • FOU REVIEW\Masln Fonm foi Pihult DacliifiiiicslV>iojccl Finamw OUVinid Sllc Rcloii! Fonn doc Xx > GRAND PACIFIC RESORTS Time Away...Time Together.. January 30,2013 Mr. Grant Clavier Construction Inspector City of Carlsbad, Public Works - Engineering 5950 El Camino Real Carlsbad, California 92008 Cc: Mike Peterson, Building Department Dear Grant, Re: Building Pad Certification Letter & Permit Release 1595 MarBrisa Circle (Villa 69) - GR 110030 Carlsbad Ranch - Planning Area 5 The following Building Pad Certifications are attached for your review and approval. Grand Pacific Resorts requests Engineering Department Release of Building Pad for Villa 69 (1595) Building Permit. Requirements for Pad Release for Building Permit and compliance: 1. Letter of Request - This Letter 2. 8-1/2 X11 Plat Showing Requested Area - See attached "Building Pad Location Map" dated 1- 29-13 for Villa 69. 3. Preliminary Soils Report - Same Report for Site on File at City "MTGL Geotechnical Investigation" Report dated 11-4-11. 4. Pad Certification of Elevations - See attached Pad Certification from Excel Engineering for "Villa 69" dated 8-24-12. 5. Preliminary Geotechnical Report - See attached "MTGL Soils Compaction Report" dated 1-30-13 stating density tests passed & approved. Reports include over-excavation and compaction ofthe Villa 69 building pad to be in conformance with the soils report. 6. Water Source for Fire Fiahting - Hydrant exists within 60 feet of Villa 69 to the south east. A second hydrant exists within 110 feet to the east of Villa 69. A third hydrant exists within 210 feet to the north east of Villa 69. Hydrants are marked on the "Building Pad Location Map" dated 1-29-13. 7. Minimum 20-ft Wide All Weather Road - All roadways and parking stalls are paved and provide access to building. 8. Sewer Installed & Available for Use - Sewer main lines are currently installed per drawing 428- 9F. PLAN CHECK PLAN CHECK Community & Economic REVIEW Development Department ^ CITY OF REVIEW 1635 Faraday Avenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 www.carlsbadca.gov DATE: 12/31/12 PROJECT NAME: Grand Pacific Resort: Marbrisa Phase 11 PROJECT ID:CT 03-02 PLAN CHECK NO: CB 12-2725 SET#: I ADDRESS: 5409 Columbus Circle VILLA 69 APN: VALUATION: $15,000 SCOPE OF WORK: 12 timeshare units _ Square footage: 17,642 You may have corrections from one or more of the divisions listed in the table below. To determine status by one or more of these divisions, please contact 760-602-2719. This plan check review is complete and has been APPROVED by: LAND DEVELOPIVIENT ENGINEERING DIVISION A Final Inspection by the Construction Mgmt & inspection Division is required j J Yes j ] No X This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: cathks® noainc.com PLANNING ! 1 760-602-4610 ^ ENGINEERING 1 760-602-2750, FIRE PREVENTION ^ . ; 760-602-4665 ^ Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov r "5 Greg Ryan 760-602-4663 Gregory.Ryan@carlsbadca.gov !' ; Gina Ruiz - 760-602-4675 Gina.Ruiz@carlsbadca.gov \/ Linda Ontiveros /\ 760-602-2773 Llnda.Ontiveros@carlsbadca.gov \ ' i Cindy Wong : 760-602-4662 Cynthia.Wong@carlsbadca.gov 01 f)?-m/^ r'"; Dominic Fieri ' 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: Grand Pacific Resort: Marbrisa Phase II PLAN CHECK NO #CB 12-2725 2. DISCRETIONARY APPROVAL COMPLIANCE • / I Project does not comply with the following engineenng conditions of approval for project no N/A 3. DEDICATION REQUIREMENTS Dedication for all street nghts-of-way adjacent to the building site and any storm dram 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 Dedication required as follows. Lot line adjustment, ADJ 11-04 Recorded 4/25/2012 as doc. No.: 2012-0241017 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, pursuant to Carlsbad Municipal Code Section 18 40.040 / I Public improvements required as follows Civil improvement plans, DWG 428-9F Signed/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, notanzed and approved by the city prior to issuance of a building permit / Future public improvements required as follows N/A E-36 Page 3 of 6 REV 6/01/12 Grand Pacific Resort Marbrisa Phase II PLAN CHECK NO # CB 12-2725 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15 16 of the Municipal Code 1 [xn [^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 grading permit must be issued and rough grading approval obtained prior to issuance of a building permit 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 Engineenng Construction Inspector , Grant Clavier 760-602-2780 x7318 The inspector will then provide the engineenng counter with a release for the building permit No grading permit required Minor Grading Permit required See attached marked-up submittal checklist for project- specific requirements 6. MISCELLANEOUS PERMITS • 1 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 tnmming, dnveway construction, tying into public storm drain, sewer and water utilities I Right-of-way permit required for E-36 Page 4 of 6 REV 6/01/12 Grand Pacific Resort: Marbrisa Phase II PLAN CHECK NO # CB 12-2725 7. STORMWATER * **pY| ONLY*** I See Tier 3 Storm , Water Pollution Prevention Plan onj file, SWll-41 Construction Compliance Project Threat Assessment Form complete I Enclosed Project Threat Assessment Form incomplete I I f~~| 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 ***PY| ONLY*** See Storm Water , Management Plan on file, SWMP11-15[ 1 Post-Development (SUSMP) Compliance 1 Storm Water Standards Questionnaire complete r [ storm Water Standards Questionnaire incomplete Please make the corrections, re-sign the questionnaire and resubmit with next submittal r~~| Project IS subject to Standard Storm Water Requirements See city Standard Urban Storm Water Management Plan (SUSMP) for reference http //www carlsbadca qQv/business/buildinq/Docunnents/EnqStandsw-stds-vol4-ch2 pdf r~~] Project needs to incorporate low impact development strategies throughout in one or more of the following ways I I Rainwater harvesting (ram barrels or cistern) [33] Vegetated Roof r~~1 Bio-retentions cell/ram garden r I Pervious pavement/pavers Flow-through planter/vegetated or rock dnp line •Vegetated swales or rock infiltration swales LJ Downspouts disconnect and discharge over landscape • Other E-36 Page 5 of 6 REV 6/01/12 Grand Pacific Resort Marbrisa Phase II PLAN CHECK NO # CB 12-2725 8. WATER METER REVIEW Per approved planset, DWG 428-9F, a 1.5" meter to be used for Villa. • • Domestic (potable) Use FYI FYI What size meter is required^ Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter NOTE the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be 9. FEES Required fees have been entered in building permit See attached Fee Calculation worksheet for preliminary assessment of fees **Fee Calculation sheet is NOT all-inclusive of fees, contact the City of Carlsbad Building division for TOTAL FEES DUE** 10. ADDITIONAL COMMENTS N/A Attachments T I Engineenng Application F . Storm Water Form j Right-of-Way Application/lnfo. < ^ , Reference Documents E-36 Page 6 of 6 REV 6/01/12 *** Fee Calculation Worksheet ENGINEERING DIVISION *** CT 03-02 GR 11-30 "VILLA 69" 12 UNITS TOTAL Prepared by: Linda Ontiveros Date: 12/31/12 Address: 5409 Columbus Cr Fees Update by: Date: Fees Update by: GEO DATA: LFMZ: / B&T: Bldg. Permit #: CB 12-2725 Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Hotel/Timeshare Types of Use: Types of Use: Types of Use: Sq.Ft/Units 1.00 edu per unit Sq.Ft./Units Sq.Ft./Units Sq.Ft./Units ADT CALCULATIONS: List types and square footages for all uses. EDU's: 12.00 EDU's: EDU's: EDU's: Sq.Ft./Units Sadt's per unit Sq.Ft./Units Sq.Ft./Units Sq.Ft./Units 96 Types of Use: Hotel/Timeshare Types of Use: Types of Use: Types of Use: FEES REQUIRED: Within CFD:[7]YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) DNO 1. PARK-IN-LIEU FEE:nNW QUADRANT DNE QUADRANT QSE QUADRANT QW QUADRANT ADT's ADT's ADT's ADT's ADT'S/UNITS: 2. TRAFFIC IMPACT FEE: ADT'S/UNITS: 96 3. BRIDGE & THOROUGHFARE FEE: ADT'S/UNITS: 96 4. FACILITIES MANAGEMENT FEE ADT'S/UNITS: 17,642 5. SEWER FEE EDU's 12.00 BENEFIT AREA: EDU's 6. DRAINAGE FEES: ACRES: 7. POTABLE WATER FEES: X FEE/ADT: X FEE/ADT: 95.00 • DIST.#I X FEE/ADT: 188 ZONE: 13 X FEE/SQ.FT./UNIT: .40 X FEE/EDU: 1.096 =$ N/A =$ 9,025 • DIST.#2 =$ 18,048 =$ 7,056.80 =$ 13,152 [7]DIST.#3 X PLDA: X UNITS 1 CODE D1.5 FEE/EDU: •HIGH FEE/AC: CONN. FEE 15,088 •MED METER FEE 646 =$ N/A UM LOW =$ PAID AT MAP SDCWA FEE 13,476 TOTAL 29,210 THIS DOES NOTE REPRESENT A CO/ViPREHENSIVE LIST OF FEES DUE FOR THIS PROJECT. PLEASE CONTACT THE BUILDING DIVISION AT (760) 602-2719 FOR A COMPLETE LIST OF FEES. ^ CITY CARLSBAD O F 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 Faraday Avenue 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 contnbuting pollutants to nearby receiving waters by way of storm water njnoff or non-stoim 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 cntena • 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 honzontal to 1 vertical, and/or • disturbed area is located along or within 30 feet of a storm dram inlet, an open drainage channel or watercourse, and/or • constnjction will be initiated dunng the rainy season or will extend into the rainy season (Oct 1 through Apnl 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 PFJACTICABLE 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 OWNEF^(S)/OWNER;S AGENT ER(S)/OWNER'S AGENT NAME (SIGNATURE) STORM WATER POLLUTION PREVENTION NOTES 1 ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILJ^BLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN F?AIN 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 GF?AVEL 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 Site Address Assessor's Parcel Number Project ID SUO 1 SL/O Construction Pemiit No CJt> | Q_ ^-"7 Estimated Construction Start Date Project Duration Months temerqencv'Contag::) (24-hour Ph-Qfiei 1 -760-585-8879 Perceived Threat to Stomi Water Quality (Zi Medium n Low If medium box is checked, must attach a site plan sheet showing proposed work area and location of proposed stmctural 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 CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK REVIEW CHECKLIST P-28 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www rarkbadra eov DATE: 12/26/12 PROJECTNAME: MARBRISA PROJECT ID: SDP 03-02 PLAN CHECK NO: 12-2725 SET#: 1 ADDRESS: 5409 COLUMBUS CIRCLE APN: 211-131-07-00 ^ This plan check review is complete and has been APPROVED by the PLANNING Division. By: CHRISTER WESTMAN A Final Inspection by the PLANNING Division is required ^ Yes • No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. Q This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: cathyks@noaainc.com For questions or clarifications on the attached checklist please contact the following reviewer as marked PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 X Christer Westman 760-602-4614 Christer Westman@carlsbadca gov 1 Kathleen Lawrence 760-602-2741 Kathleen Lawrence@carlsbadca gov Greg Ryan 760-602-4663 Gregorv Rvan@carlsbadca gov 1 1 Gina Ruiz 760-602-4675 Gma Ruiz@carlsbadca gov Linda Ontiveros 760-602-2773 Linda Ontiveros@carlsbadca gov Cindy Wong 760-602-4662 Cvnthia Wong@carlsbadca gov • • 1 1 Dominic Fieri 760-602-4664 Dommic Fieri@carlsbadca gov Remarks: Plan Check No CB 12-2725 Address 5409 Columbus Circle Date 12/26/12 Review # 1 Planner Christer Westman Phone (760) 602- 4614 Type of Project & Use TIMESHARE Net Project Density N/A. Zoning C-T-Q General Plan T::R Facilities Management Zone 13 CFD (In) # 1_Date of participation 12/21/93 Remaining net dev acres ZERO (For non-residential development Type of land use created by this permit TIMESHARE) REVIEW #: 12 3 Legend |3 Item Complete O Item Incomplete - Needs your action • • • Environmental Review Required YES ^ NO • TYPE MIT NEG DEC DATE OF COMPLETION 09/01/04 Compliance with conditions of approval If not, state conditions which require action Conditions of Approval • • • Discretionary Action Required YES ^ NO • TYPE SDP APPROVAL/RESO NO 5686-5691 DATE 09/01/04 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 • D • Coastal Zone Assessment/Compliance Project site located in Coastal Zone"? YES El NO • CA Coastal Commission Authonty? YES • NO M If California Coastal Commission Authority Contact them at - 7575 Metropolitan Dnve, Suite 103, San Diego, CA 92108-4402, (619) 767-2370 Determine status (Coastal Permit Required or Exempt) CDP 03-04 APPROVED 09/01/04 • • • Habitat Management Plan Data Entry Completed? YES • NO • N/A 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 • NO El (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') • • • Housmg Tracking Form (form P-20) completed. YES • NO • N/A El P-28 Page 2 of 3 07/11 Site Plan: • • • Provide a fully dimensional site plan drawn to scale Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes) Provide legal description of property and assessor's parcel number City Council 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 Required Required Required Required 2 Accessory structure setbacks Front Required. Intenor Side Required. Street Side Required. Rear Required Structure separation Required 3 Lot Coverage 4 Height 5 Parking Required Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Required MAX 35 Shown MAX 34 Spaces Required, Shown (breakdown by uses for commercial and industnal projects required) Residential Guest Spaces Required Shown Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER CHRISTER WESTMAN DATE 12/26/12 P-28 Page 3 of 3 07/11 III zm CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www carlsbadca gov DATE: 03/28/2013 PLAN CHECK NO: 2 SET#: 1 PROJECTNAME: MARBRISA ADDRESS: 5409 COLUMBUS CIR APN: PROJECT ID: CB130445_ • This plan check review is complete and has been APPROVED by the FIRE Division. By: GR A Final Inspection by the FIRE Division is required El Yes • No This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: NOAA Inc you may also have corrections from one or more of the divisions Usted below. Approval from these divisions may be required prior to the issuance of a building permit Resubmitted plans should include corrections from all divisions. For questions or clanfications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 ; FIRE PREVENTION 700-602-4665 1 1 Chris Sexton 760-602-4624 Chns Sexton@carlsbadca gov 1 Kathleen Lawrence 760-602-2741 Kathleen LawrenceOcarlsbadca gov X Greg Ryan 760-602-4663 Gregory Ryan@carlsbadca gov 1 1 Gina Ruiz 760-602-4675 Gma Ruiz@carlsbadca gov 1 1 Linda Ontiveros 760-602-2773 Lmda Ontiveros@carlsbadca gov Cindy Wong 760-602-4662 Cvnthia Wong@carlsbadca gov • • Dominic Fieri 760-602-4664 Dommic Fieri@carlsbadca gov Remarks: Carlsbad Fire Department Plan Review Requirements Category. COMMIND, HOTEL Date of Report 03-28-2013 Reviewed by O/f Name" Address: SMITH CATHY c/o NOAA 2398 SAN DIEGO AVE SAN DIEGO CA 92110 Permit #• CB122725 Job Name. Job Address: GRAND PACIFIC RESORTS 1595 MARBRISA CR CBAD CITY OF CARLSBAD FIRE DEPARTMENT - APPROVED. THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT THIS APPROVAL IS SUBJECTTO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW Entry: 03/28/2013 By GR Action- AP BLDG. DEPT COPY CORRECTION LIST RECOMMENDATION FOR APPROVAL Page: 1 of 4 Daryl K. James & Associates, Inc Re-Checked By: Robert Salqado Plan Check Date 03/15/2013 APPLICANT NAME (Primary Contact) Cathy Kachurka-Smith (619) 297-8066 x 15, cathyks@noaainc com JURISDICTION: Carlsbad Fire Department PROJECT NAME: Grand Pacific Resort, Villa 69 PROJECT ADDRESS: 5409 Columbus Circle PROJECT DESCRIPTION: CBI2-2725 - New construction of 12 timeshare units Ground up Type V-B Spnnkled 3-story R-2 occupancy, with and overall building area of 17,642 SQ/FT The design and construction of the building will include extenor exit balconies/walkways that will serve as part of the means of egress This project also includes new Mechanical, Electrical, and Plumbing systems (MEP), all fire protection equipment and systems are deferred submittal items This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department applicable to the scope of work The Items below require correction, clanfication or additional information before this plan check can be approved for permit issuance IMPORTANT INSTRUCTIONS FOR EXPEDITING THE RECHECK PROCESS: RESUBMITTAL INSTRUCTIONS TO AVOID DELAY IN EXPEDITED RECHECK SERVICES 1. Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates 2. Provide a written response following each comment, On This Correction List, explaining how and where you've addressed each plan review comment. 3. Provide a copy of Building Department (EsGil) comments Input fire revisions onto the Buildmg Dept. plan check. 4. If obtained, please email a copy of comments from Esgil to: flsreview_inspection@roadrunner.com 5. Please direct any questions regarding this review directly to: Robert Salgado at: (951) 541-4380, or to his email address at: flsreviewJnspection@roadrunner.com TO AVOID DELAY, PLEASE SEND REVISED PLANS, WITH NOTES JO COMMENTS, DIRECTLY TO: Attn Robert Salgado 36341 Flower Basket Road Winchester, CA 92596 FIRE AND LIFE SAFETY COMMENTS (non-structural plan review): • SHEET A-1. GENERAL INFORMATION: 1) • Revise "General Note #23" to call-out detail 6/A-10 (RFE) • SHEETS A-2. SITE PLAN: 1) •Has the City of Carlsbad Fire Marshal reviewed and approved the required fire protection features listed in a , b , and c ? The AOR stated that the three items below (a , b , and c) have already been submitted, reviewed, and approved by the city as part ofthe overall site plan a. •FIRE FLOW REPORT [X Yes • No]. Provide a letter from the local water department statmg that the available water supply is capable of supplying the required fire flow for the new sales/timeshare property Any reduction in fire flow or amount of fire hydrants using 2010 CBC Appendix B&C will need to be approved by the Carlsbad Fire Marshal NOTE The available water supply data and approved sprinkler hydraulic calculations may suggest the need for a fire pump when it is determined that the available water supply cannot meet the system demand b. •HYDRANT AND FDC PLAN [X Yes • No]: Provide an approved plan indicating locations of current and proposed fire hydrants, back flow prevention devices, spnnkler control valves, and FDC locations The Fire Flow requirements for the new 3-story, R-2 occupancy, 17,642 SQ/FT building must be determined by the Carlsbad Fire Marshal and approved in accordance with Carlsbad Municipal Fire Prevention Code Section 17 04 360 c. •FIRE DEPARTMENT ACCESS PLAN [X Yes • No]: Provide a revised site plan indicating the approved emergency access and fire apparatus access roads meeting the 150'-0" requirement, 2010 CFC, Sections 503 1 1 and 504 1 The emergency access/roadway plan must also show no parking fire lanes, as per the Carlsbad Municipal Fire Prevention Code 17 04 and the CFC, Section 503 3 All site conditions must be reviewed and approved by the City of Carlsbad Fire Marshal 2) •show the proposed numeric address location for Villa 69 Address numbers must meet Carlsbad Municipal Fire Prevention Code 17 04 310 minimum 12 inches high with a 1-% inch stroke • SHEET A-3. 1^^ & 2^^° FLOOR PLANS' 1) •Specify the type of fire door system that will be used to protect the openings of each elevator shaft enclosure, specifically where it opens on each exit balcony/walkway of the 1^^/ground floor and the 2^° and 2^° floors above Include draft and smoke requirements, and provide notes that descnbe the activating sequence and auto-closing functions, or clanfy enclosed elevator lobby requirements on every sheet for each floor level Refer to 2010 CBC, Section 708 14 1 See Exception number 8 for alternate provisions Dan Talant stated that this provision was not required on any of the previous projects and that Esgil did not require it on this project or on similar buildings 2) • Provide manufacture cut sheets for the proposed fire door system 3) •Call-out 1-Hour fire-resistive requirements for the storage rooms (not incidental) that are located under and/or part of each exit stairway enclosure, update the door schedule to show the required hourly rating Refer to 2010 CBC, Table 715 4 Typical for all similar conditions 4) •Revise "RFE" abbreviation to call-out detail 6/A-10 (RFE), typ • SHEET A-4. 3*^° FIOOR. ROOF PLAN. & STAIR PLANS: 1) •Call-out 1-Hour fire-resistive requirements for the storage rooms (not incidental) that are located under and/or part of each exit stainvay enclosure, update the door schedule to show the required hourly rating Refer to 2010 CBC, Table 715 4 Typical for all similar conditions 2) •Clanfy the "Roof Plan" provisions listed on the City of Carlsbad Policies and Procedures 80-6, Intent B • SHEET A-8. SECTIONS: 1) •At detail #1, call-out the detail that depicts the "Horizontal Separation" (floor/ceiling assemblies), in accordance with 2010 CBC, Sections 420 3 and 712, typical • SHEET A-12. DOOR & WINDOW SCHEDULES / INT ELEVATIONS' 1) •Revise the door schedule to show hourly ratings applicable to all fire rated conditions, as noted on the floor plan plans The "RATING" column and Door Schedule numbers must correspond with the letter/number designations that are assigned to each door 2) •Revise the "TYPE" column in the Door Schedule to specify numerical hardware number (1-15), as listed in the "Key Door Notes" box 3) •Add notes onto the plans that explain the requirements for the elevator fire door system • SHEET MO.l. MECHANICAL LEGEND & NOTES: 1) •Add a note on plans to read 2010 California Mechanical Code (CMC Part 4, Title 24, California Code of Regulations (CCR) Based on the 2009 Uniform Mechanical Code fLZ/WCj with 2010 Amendments 2) •Add a note onto the plans that describes the provisions listed on the City of Carlsbad Policies and Procedures 80-6, Policy 1*(See attached PDF doc) • SHEETS M2 1 through M2.3.1^^ THROUGH 3*^° LEVEL - MECHANICAL PLANS: 1) •Clanfy the need for 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) It is recommended that the Mechanical P E consults with the AOR to obtain accurate and detailed information regarding every fire-rated assembly constructed within this building TYPICAL The Mechanical P E stated that there were no duct penetrations through Fire-Rated walls, therefore, SFD's would not be required • SHEETS M5.1. MECHANICAL DETAILS: 1) •Where required Revise mechanical equipment details to include fire safety provisions for closure of smoke/fire dampers Coordinate with mechanical floor plans and equipment schedules, details must show manufacture and listing information, and schematics that clearly depict wiring for control relays and interconnection contacts to the buildings fire alarm system, typical, refer to the CFC, Sections 907 3 and 907 4 1 2) •Where required 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 electncal (120 volt circuit for the actuator) floor plans TYPICAL • SHEET E-2 2. ELECTRICAL 3*^° FLOOR PLAN: 1) •Provide an additional exit sign in close proximity to front of the elevator opening, the same as it appears on 1^^ and 2"^° Floors • SHEET E-3.1. ELECTRICAL TYPICAL UNIT. PANELS. SINGLE LINE: 1) •Delete reference to "NEC," revise General Note #14 to only show CEC, T24CCR 2) •Relocate the single station 120 VAC hardwired smoke-alarm to a distance not less than 3'-0" from the direct air-flow of the ceiling fan, the plan shows it at dimension that's less than 12 inches from the fan blades, Typical 3) •Revise the electncal drawing to show the pnmary power source for the smoke-alarms to be separate from circuits serving wall outlets and/or lighting fixtures Refer to the notation in General Note #11, typical 4) •Clanfy the provisions of Senate Bill 183 (See attached PDF doc) The floor plan drawings must reflect the installation requirements for Carbon Monoxide Alarms, as specified in 2010 CBC, Sections 420 4 1 through 420 4 3 1 a) What IS the definition of a dwelling unit? A dwelling unit is defined as a single-family dwelling, duplex, lodging house, dormitory, hotel, motel condominium, timejlhare praj'ect, ordwelling unit in a multiple-unit dwelling unit building • SHEET E-4.3. DETAILS AND SCHEDULES: 1) •Add a note on plans to read "All electncal work shall comply with the 2010 California Electncal Code (CEC), and all other applicable codes, regulations, and standards that are incorporated by reference into the city of city of Carlsbad Ordinance " Delete the reference to "NEC" in the text of General Note #12 END OF COMMENTS BLDG. DEPT COPY CORRECTION LIST Page: 1 of 4 Daryl K James & Associates, Inc Re-Checked By. Robert Salqado Plan Check Date 01/04/2013 APPLICANT NAME (Pnmary Contact) Cathy Kachurka-Smith (619) 297-8066 x 15, cathyks@noaainc com JURISDICTION: Carlsbad Fire Department PROJECT NAME. Grand Pacific Resort, Villa 69 PROJECT ADDRESS: 5409 Columbus Circle PROJECT DESCRIPTION CB12-2725 - New construction of 12 timeshare units Ground up Type V-B Spnnkled 3-story R-2 occupancy, with and overall building area of 17,642 SQ/FT The design and construction of the building will include extenor exit balconies/walkways that will serve as part of the means of egress This project also includes new Mechanical, Electncal, and Plumbing systems (MEP), all fire protection equipment and systems are deferred submittal items This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department applicable to the scope of work The Items below require correction, clarification or additional information before this plan check can be approved for permit issuance IMPORTANT INSTRUCTIONS FOR EXPEDITING THE RECHECK PROCESS: RESUBMITTAL INSTRUCTIONS TO AVOID DELAY IN EXPEDITED RECHECK SERVICES 1. Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates 2. Provide a written response following each comment, On This Correction List, explaining how and where you've addressed each plan review comment 3. Provide a copy of Building Department (EsGil) comments. Input fire revisions onto the Building Dept plan check 4. If obtained, please email a copy of comments from Esgil to. flsreview_inspection@roadrunner com 5 Please direct any questions regarding this review directly to Robert Salgado at: (951) 541-4380, or to his email address at: flsreview_inspection@roadrunner.com TO AVOID DELAY, PLEASE SEND REVISED PLANS, WITH NOTES TO COMMENTS, DIRECTLY TO: Attn Robert Salgado 36341 Flower Basket Road Winchester. CA 92596 FIRE AND LIFE SAFETY COMMENTS (non-structural plan review): SHEET A-1. GENERAL INFORMATION 1) Revise "General Note #23" to call-out detail 6/A-10 (RFE) SHEETS A-2. SITE PLAN 1) Has the City of Carlsbad Fire Marshal reviewed and approved the required fire protection features listed in a , b , and c ? a. FIRE FLOW REPORT [• Yes • No]: Provide a letter from the local water department stating that the available water supply is capable of supplying the required fire flow for the new sales/timeshare property Any reduction in fire flow or amount of fire hydrants using 2010 CBC Appendix B&C will need to be approved by the Carlsbad Fire Marshal NOTE The available water supply data and approved spnnkler hydraulic calculations may suggest the need for a fire pump when it is determined that the available water supply cannot meet the system demand b HYDRANT AND FDC PLAN [• Yes • No] Provide an approved plan indicating locations of current and proposed fire hydrants, back flow prevention devices, spnnkler control valves, and FDC locations The Fire Flow requirements for the new 3-story, R-2 occupancy, 17,642 SQ/FT building must be determined by the Carlsbad Fire Marshal and approved in accordance with Carlsbad Municipal Fire Prevention Code Section 17 04 360 c. FIRE DEPARTMENT ACCESS PLAN [• Yes a No]: Provide a revised site plan indicating the approved emergency access and fire apparatus access roads meeting the 150 -0" requirement, 2010 CFC, Sections 503 1 1 and 504 1 The emergency access/roadway plan must also show no parkmg fire lanes, as per the Carlsbad Municipal Fire Prevention Code 17 04 and the CFC, Section 503 3 All site conditions must be reviewed and approved by the City of Carlsbad Fire Marshal 2) Show the proposed numenc address location for Villa 69 Address numbers must meet Carlsbad Municipal Fire Prevention Code 17 04 310 minimum 12 inches high with a 1-14 inch stroke SHEET A-3. 1^^ & 2*^° FLOOR PLANS 1) Specify the type of fire door system that will be used to protect the openings of each elevator shaft enclosure, specifically where it opens on each exit balcony/walkway of the 1^ /ground floor and the 2^^° and 3*^° floors above Include draft and smoke requirements, and provide notes that descnbe the activating sequence and auto-closing functions, or clarify enclosed elevator lobby requirements on every sheet for each floor level Refer to 2010 CBC, Section 708 14 1 See Exception number 8 for alternate provisions 2) Provide manufacture cut sheets for the proposed fire door system 3) Call-out 1-Hour fire-resistive requirements for the storage rooms (not incidental) that are located under and/or part of each exit stairway enclosure, update the door schedule to show the required hourly rating Refer to 2010 CBC, Table 715 4 Typical for all similar conditions ' 4) Revise "RFE" abbreviation to call-out detail 6/A-10 (RFE), typ SHEET A-4. FIOOR. ROOF PLAN. & STAIR PLANS: 1) Call-out 1-Hour fire-resistive requirements for the storage rooms (not incidental) that are located under and/or part of each exit stairway enclosure, update the door schedule to show the required hourly rating Refer to 2010 CBC, Table 715 4 Typical for all similar conditions 2) Clanfy the "Roof Plan" provisions listed on the City of Carlsbad Policies and Procedures 80-6, Intent B SHEET A-8. SECTIONS: 1) At detail #1, call-out the detail that depicts the "Horizontal Separation" (floor/ceiling assemblies), in accordance with 2010 CBC, Sections 420 3 and 712, typical SHEET A-12. DOOR & WINDOW SCHEDULES / INT. ELEVATIONS' 1) Revise the door schedule to show hourly ratings applicable to all fire rated conditions, as noted on the floor plan plans The "RATING" column and Door Schedule numbers must correspond with the letter/number designations that are assigned to each door 2) Revise the "TYPE" column in the Door Schedule to specify numerical hardware number (1-15), as listed in the "Key Door Notes" box 3) Add notes onto the plans that explain the requirements for the elevator fire door system SHEET MO.l. MECHANICAL LEGEND & NOTES' 1) Add a note on plans to read 2010 California Mechanical Code (CMC Part 4, Title 24, California Code of Regulations (CCR) Based on the 2009 Uniform Mechanical Code (UMC) with 2010 Amendments 2) Add a note onto the plans that descnbes the provisions listed on the City of Carlsbad Policies and Procedures 80-6, Policy 1*(See attached PDF doc) SHEETS M2 1 through M2 3.1^^ THROUGH 3'^° LEVEL - MECHANICAL PLANS 1) Clarify the need for 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) It is recommended that the Mechanical P E consults with the AOR to obtain accurate and detailed information regarding every fire-rated assembly constructed within this building TYPICAL SHEETS M5 1. MECHANICAL DETAILS 1) Where required Revise mechanical equipment details to include fire safety provisions for closure of smoke/fire dampers Coordinate with mechanical floor plans and equipment schedules, details must show manufacture and listing information, and schematics that clearly depict wmng for control relays and interconnection contacts to the buildings fire alarm system, typical, refer to the CFC, Sections 907 3 and 907 4 1 2) Where required 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 electncal (120 volt circuit for the actuator) floor plans TYPICAL SHEET E-2.2. ELECTRICAL 3^° FLOOR PLAN 1) Provide an additional exit sign in close proximity to front of the elevator opening, the same as it appears on l^^and 2^° Floors SHEET E-3 1. ELECTRICAL TYPICAL UNIT. PANELS. SINGLE LINE: 1) Delete reference to "NEC," revise General Note #14 to only show CEC, T24CCR 2) Relocate the single station 120 VAC hardwired smoke-alarm to a distance not less than 3'-0" from the direct air-flow of the ceiling fan, the plan shows it at dimension that's less than 12 inches from the fan blades, Typical 3) Revise the electrical drawing to show the primary power source for the smoke-alarms to be separate from circuits serving wall outlets and/or lighting fixtures Refer to the notation in General Note #11, typical 4) Clarify the provisions of Senate Bill 183 (See attached PDF doc) The floor plan drawings must reflect the installation requirements for Carbon Monoxide Alarms, as specified in 2010 CBC, Sections 420 4 1 through 420 4 3 1 a) What IS the definition of a dwelling unit? A dwelling unit is defined as a single-family dwelling, duplex, lodging house, dormitory, hotel, motel condominium, time-share project, or dwelling unit in a multiple-unit dwelling unit building SHEET E-4.3. DETAILS AND SCHEDULES 1) Add a note on plans to read "All electncal work shall comply with the 2010 California Electncal Code (CEC), and all other applicable codes, regulations, and standards that are incorporated by reference into the city of city of Carlsbad Ordinance " Delete the reference to "NEC" in the text of General Note #12 END OF COMMENTS BURKETT&WONG Engn C Colvin ENGINEERS Structural Engineering • Civil Engineering • Surveying • LandPlanning November, 2012 3434 Fourth Ave. San Diego, CA 92103 Phone (619) 299-5550 • Fax (619) 299-9934 job No: 11132A.4.00 www.burkett-wong.com • info@burkett-wong.com STRUCTURAL CALCULATIONS FOR CARLSBAD RANCH RESORT VILLA 69 CARLSBAD, CA NOGLE ONUFER ASSOCIATES ARCHITECTS 2398 SAN DIEGO AVE SAN DIEGO, OA 92110 ^ BURKETT&WONG ENGINEERS iasis of Design Structural & Civil Engineers & Surveyors 3434 Fourth Ave San Diego, CA 92103-4941 Phone (619) 299-5550 • Fax (619) 299-9934 Location: Carlsbad Ranch Resort Date: November 1, 2012 Carlsbad, CA Project Villa 69 Job No: 11132A4 00 A REFERENCE CRITERIA 2010 California Building Code and Its references B MATERIALS Concrete F'c= 3000 PSI, UON Reinforcing Steel Grade 60 Structural Steel A992, Gr 60, UON c INTENT OF DESIGN This structure is identical to Villa 68 of the Carlsbad Ranch Resort in which Burkett and Wong provided the structural design on. The following calculations have already been approved for use by the City of Carlsbad for Villa 68, but have been updated as necessary for Villa 69. O BURKETT&WONG ENGINEERS TABLE OF CONTENTS VILLA 69 DATE- NOVEMBER,2012 ENGINEER- C. COLVIN JOB No. 11132A.4.00 DESIGN LOADS JOISTS WALLS /POSTS LATERAL ANALYSIS/DRAGS AND CHORD PERFORATED SHEARWALLS GRADE BEAJVIS BEAM LAYOUT SCHEMATIC Al B1-B13 C1-C13 D1-D13 D14-D21 E1-E6 E7-E9 DATE, % BURKETT&WONe ENGR. ENGINEERS SHEET_ JOB NO. Ai PROJECT )^ ^ ll 'l-i::- /Ops' i)orsN S-'-S'O 2-7 1 ^fs'^ "T'SA^NIM'- 2P^'- Boise Cascade BC CALC® 3 0 Design Report -' US Build 5,17 " ' Name r -jress Gify, State, Zip , Customer CodeTeportsESR-j 336 Single 9-1/2" BGI® GSOOTI .S OF 1 span I No cantilevers | 0/12 slope 24 OCS I Nori-Repetijive | Glued & riailed construction aieName 'Villa'68 Description Typ BCI Floor Joist Specifier Designer Company Misc Jbist\typ BCI Floor Joift iMonday, September 19, -2011 1 if^<lS BO, •S-MT LL 530, lbs DL 530 lbs 13^03-00 'Bl, 3-1/2" IL 530 lbs DL 530 lbs Total Honzontal Product Length = 13-03^0, Live Bead Snow Wind Load Summary 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 % Allowable Duration Case Span' Pos Momerit ' 3,273 ft-lbs End Reaction 1,060 Ibs End Shear 1,013 Ibs Total ioad Defl L/369 (0 416") Load Defl L/739 (0 208") . > Defl 6 416" Span / Depth 16^2 93 4% 77 1% 64 3% 65 0% 48 7% 41 6% n/a 100% 100% 100% ] 1 - Internal 1 - Left 1 - Left Beanng Supports Dim (Lx W) Value % Allow Support % Allow Member Material, . BO'^ Wall/Plate 3-1/2" x 2-9/1'6" Bl Wall/Plate 3-1/2" x 2-9/16" 1.060 lbs 1,060 Ibs n/a ' n/a n/a n/a Unspeciified Unspecified Notes ,115% 133% Roof Live 125% OCS Design meets Code minimum (L/240) Total load deflection cntena Design rheets Code minimuni (L/360) Live loaci deflection cntena Design meets arbitrary (1") Maxiijium load deflection cntena Cornposite El value based on 23/32" thick sheathmg glued and nailed to jpist 24 Disclosure Completeness and accuracy of input must be venfied by anyone who would rely oii 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 rnust be lii accordance with cunrent Installation Guide and applicabje .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 bf.Boise Cascade Wood Products LLC Page 1 of 1 Typ Deck iFloor Joist 1 1/2" X 5 1/2" 1.6E Solid Sawn Douglas Fir #2 TJ-Beam® 6 35 Serial Number 7005102680 _ _ user 2 10/16/2009 1 0 49,7 AM jHIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version 6 35 0 24"o/c CONTROLS FOR THE APPLICATION AND LOADS LISTED I - Pl ocliict DiiKji is Conceptii^il. LOADS 'Analysis is for a dgist Member f^nmary Load Group - Residential - Living Areas (psf) 40 0 Live at 100 % duration, 39 0 Dead SUP.PORTS- Input Bearing Vertical Reactions (Ibs) Detail Width Length Live/Dead/Upl'ift/Total Other 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.CONfROLS: IVlaximum 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 0186 Passed (U999+) MID Span 1 urider Floor loading Total Load Defl (in) 0104 0 279 Passed (L/645) MID Span 1 under Floor loading -Deflection Criteria STANDARD(LL L/360,TL L/240) -Allowable mpirient 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 tb 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 arialysis 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 level® technical representative for product availability -THIS ANALYSIS I^OR 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 matenal listed above •RROJECT INFORMATION- Villa 53* OPERATOR INFORIVIATION: .Burkett&Wong Eng' tapyricjlit zaao b'/ iLevtl , Fedecal Way, WA H \i'EOiiFCi\Grafid' rvicific Resort.sMfl6/18A Villas 51 5? S^XStbuccuraLSCalciVLimberSTyp deci- ]oist sms 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 />udress City, State, Zip , Custonier Code reports ESR-1,040 1 span,I No cantilevers, |.0/12 slope " ' ;o4.od.g6GCS File Narrie Villa 68 Description FB02 Sgecifien Designer Company Misc Floor Header\FB02 Monday, September 19, 2011 i i i i i X i 1 i 1 W i 1 i-i i i I 1 i i i i i 1 10-00^00 BO, 3^1/2" LL 3,702 Ibs DL 1,576 Ibs B1, 3-1/2" LL 2,698'lbs DL 1,175 Ibs .Total Honzontal Product Length = 10-00-00 Load Summary fag .Description I Loaci Type Ref _ Start End Live 100% Dead Snow Wind Roof Live OCS 90% 115% _ 133% 125% Standard Load Unf Area (psf) Unf Lin (pJR L 00-00-00 10-00-00 100 L 00-00-00 06-00.00 400 40 160 Controls Summary value % Allowable 'Duration Case Pos Moment End Shear. Total Load Defl Load Defl . -xDefl' Span / Depth 11,049 ft-lbs 4,044 Ibs L/323 (d '355") L/461 (0 248") 0-355" 12 1 79:2% 64 0% 74 4% 78 1% 35 5% in/a 100% 100% ! 1 - Internal 1 - Left Bearing Supports Dim (LxW) _ Value % Allow Support % Allow Member Material _ _ BO Post Bl Post 3-1/2" X 3-1/2" 3^1/2" X 3-1/2" 5,278 Ibs 3,873 Ibs n/a n/a 57 5% 42 2% Unspecified Unspecified Notes Design meets Code minimum (L/240) Total load deflection cntena Design meets Code minimum (L/360) Live load deflection cnteria Design meets arbitrary (1") Maximunn load deflection cntena 04-00-00 n/a Disclosure Completeness and accuracy of input must be venfied by anyone who would rely oh output as eviden'ce c>f suitability for particular application Output here based on building codeTaccepted 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®i BC FRAMER® , AJS^x. ALLJOlst® , BC RIM BOARD™, BCI® . BOISE" GLULAM™, SIMPLE FRAMING StSTEM®. VERSA-LAM®, VERSA-RIM PLUS®, VERSA-RiM®, VERSA-STRAND®, VERSA-STUD® are tradei^arks of Boise Cascade Wood i^roducts LLC Rage, .1'of 1 . i''"5ar|ii-4iS3: Typ header at'deck - 9'-6" 5 1/2" X 7 1/2" 1.6E Solid Sawm Douglas Fir #1 rj-Beam® 6 35 Serial Number 7005102680 user 2 10/16/2009 10.8 36 AM jHIS PRODUCT MEETS (DR EXCEEDS THE SET DESIGN 'Page 1 Engtne Version 6 35 0 CONTROLS FOR THE APPLICATION AND LOADS LISTED • »• 6"-Rl bduct DiM)i am is Coi>c«|)tu.ill. LOADS. Analysis is for a Header (Flush Beam) Member Tnbutary 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 (lbs) Detail Other Width Length Live/Oead/Uptift/total 3 50" 150" 1140'/ 807 / 0 /1947 By Others None 3 50" 1 50" 1140 / 807 / 0 /1947 By Others None DESIGN CONTROLS Maximum Desjgn, Control Result Shear (Ibs) 1878 -1571 4675 Passed (34%) Moment (Ft-Lbs) 4304 4304 5801 Passed (74%) Live Load Defl (in) 0123 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 U240) -Bracing(Lu) All compression edges (top and bottom) must be brac«d at 9' 6" o/ctinless detailed otherwise Proper attachment and positioning of lateral bracing is required to achieve member stability -fhe 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 -IMPORTAFJT' The analysis presented is output from software developed by iLevel® level® 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 iLevelp) PRODIJCTS 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: Carisbid Ranch Villa 53 OPERATOR INFORMATION. iBurke'tt&Wong.Eng top'fTitjlU 2GD9 by I/GV*5! . Federal Way, WA N \WiOJCCI\Grand facific ResorL^MnfiieA ViJJas il 32 saXscrucCural \CaJ fs\ uSberVTyp decV header at bid wall tms Header at Ext.walk 5-0" 3 1/2" X 7 1/4" 1.6E Solid Sawn Douglas Fir #2 TJ-Beam® 6 35 Serial'Number, 7005102680 user 2 lo/iB^ooi 10 50 4, AM JHIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN 'Page 1 Engine Version' 6 35 0 " " - _ --^ ' - - -' CONTROLS FOR THE APPLICATION AND LOADS LISTED PiochKt.Didcji <im is Conce|)tuai. LOADS Analysis is'fof a Header (Flush Beam) Member Tributary Load Width 4' Pnmary Load Gfqup - Residential - Living Areas (psf) 100 0 Live at 100 % durat(on,-46 0 Dead SUPPORTS 1 Stud wall 2 Stud wall Input Bearing Vertical Reactions (tbs) Detail Other Width Length Live/Dead/Uplift/fotal 3 50" 150" 1000/415/0/1415 By Others None 3 50" 150" 1000/415/0/1415 By Others None DESIGN CONTROLS Maximum Shear (Ibs) 1321' Moment (Ft-Lbs) 1541 Live Load Defl (in) Total Load Defl (iri) Design Control Result Location -908 3045 Passed (30%) Rf end Span 1 under Floor loading 1541 2905 Passed (53%) MID Span 1 under Floor loading 0 024 0 1 56 Passed (L/999+) MID Span 1 under Floor loading 0 034 0 233 Passed (L/999+) MID Span 1 under Floor loading Deflection .Criteria- STANDARD(LL L/360,TL L/240) Additional checks follow -TL0 313" -Bracing(Lu) All compression edges (top and bottom) must be braced at 5' o/c unless detailed otherwise Proper attachment and positioning of lateral bracing is requ'irecj'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 -'IMPGRTANTi The analysis presented is output from software developed by iLevel® level® warrants the sizing of rts products by this software will be accomplished in accordance with level® product design cntena 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 level® Associiate -Not all products are readily available Check with your supplier or level® technical representative for product availability -THIS ANALYSIS FOR level® 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 matenal listed above PROJECT INFORMATION. Villa 53 OPERATORINFORMATION- 'Burkett&Wong Eng Lntiyciqhr 2069 bv ILeveli, Federal tla> WR H VHHOJEcnCiami PiicitLC ResoniSloSABk Villas 51 5a 53Sstcuccurai\Caics\t imberVTyp ext walkhdr 5ft sms I'Bolse Cascade Single 3-1/2" x 9-1/4" VERSA-LAM® 2.0 3100 DF 'iBC CALC® 3.0 Design Report - US 'Build 517 !Name , ..ddress City, State, Zip , Custdmer Code' reports . ESR-1040 1 span I Nd cantilevers i,0/12 slope 64-00-00'OCS File Name Villa 68 Descnption FB05 Specifier Designer ipompany IMisc t3to Floor Header\F$05 •Monday, September 19, 2(311 1 1' . 1 i ' -. • • '1 BO, 3-1/2" LL i;600 Ibs dt 673 lbs 08-00-00 81,3-1/2" LL 1,600 Ibs DL 673 lbs •Total ^^orgontal Product Length = 08-00-00 Lh/e Dead Snow Wind Roof Live OCS 'Loiad Summary Load Type Ref. Start End 100% 90% 1' .standard Load Unf Area (psf) 1 00-00-00 08-00^00 100 40 'Controis.SUmmary value % Allowable Duration Case Span ^ Pos Momerif ' 4,041 ft-lbs 30 4%' " '100% 1 1 - Infeinal End Shear 1,669 lbs 27 1% 100% 1 1 - Left Total Load Defl L/1,010 (0 09") 23 8% 1 1 Live Load Defl LVI ,435 (0 063") 25 1% 1 1 \ Defl 0 09" 9 0% 1 1 jif? Depth 9 8 n/a 1 % Allow %Allow Bearing Supports Dim (LxW)_ Value Support Member Material BO Post 3-1/2" X 3-1/2" 2,273 lbs n/a 24 7% Unspecified .Bl Post 3-1/2" X 3-1/2" 2,273 lbs ri/a 24.7% Unspecified Notes . „ 115% 133% 125% iDesign meets Code minimum (L/240) Total load deflection cntena Design meets Code minimum (L/360) Live load deflection cntena Design meets arbitrary (1") Maximum load deflection cntena 04i00r00 Disclosure Completeness'and accuracy of input must be venfied by anyone who would rely on output as evidence of surtability fof particular application Output here based on building code-accepted design properties'and analysis methods Installation of BOISE engineered wood products must be in accordance wrth current'lnstallatipn Guide and applicable building codes f o 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™, SIIWPLE FRAMING SYSTEM®, VERSA-LAM®, VERSA-RIM PLUS®, VERSiak-RIM®, VERSA-STRAND®, VERSA-STUD® are trademarks of Boise Cascade WcTod Products LLC Page 1 of 1 Boise Cascade BC CALC® 3 0 Design Report - US Build 517 Name / ...dress City, state, Zip , Customer Code reports ._ _ESR-1040 Single 3-1/2" x M/r VERSA-LAM® 2.0 3100 DF '1 span I No, cantilevers | 0712 slope Floor Beam\FB06 Monday," September 19, 2011 File Narne Villa, 6.8 Descnption iFBOe Specifier Designer- Corfipany MISC , i i !. i „ J BO, 3,1/2" LL 2,500 lbs DL 2,543 lbs 10-00-00 Bl, 3-1/2" •LL 2,500 Ibs DL 2,543 IBs Total Honzontal Product Length = 10-00-;00 l.ive Dead Load Summary Tag Description Load Type Ref Start End 100% ,90% ^ 1 Standard' Load Urif Area (psf) L 00^00-00 10-00-00 40 40 Controls Sufhmary 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") 788% 1 1 Live Load Defl •L/614 (0 186") 58 6% 1 1 {Defl 0 376" 37 6% 1 1 jn /'Depth 12 1 'h/a 1 % Allow % AHow Bearing Supports ^ Dim (L x W) Value Support Member Material BO Post 3 -1/2" X 3-172" 5,043 Ibs ~ n/a 54.9% Unspecified B1 Post 3 -1/2" X 3-1/2" 5,043 lbs n/a 54 9% Unspecified Notes Snow Wind Roof Live Trib. 115% 133% 125% Design meets Code minimum (L/240) Total load deflection cntena Design meets Code minimum (L/360) Live load deflection critena Design meets arbitrary (1") Maximum load deflection cntena 12-06-00 Disclosure Completeness and accuracy of input must be venfied by aiiydne 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 rnust be in accordance wrth curreifit Installation Guide and applicable building codes To dbtain 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=STF!^ND®, VERSA-STUD® are trademarks of Boise Cascade Wood Products LLC Page 1 of 1 Party wad header 3-0" X 5 1/2" 176E Solid SawniDouglas Fir #1 5 1/2" TJ Beam® 6 35 Se'nal Number 7005102680 user:2 ,o,i6;2:oo9ii™5|AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESiGN 'Page 1. Engine Version 6 35 0 • • •' - - . CONTROLS FOR THE APPLICATION AND LOADS LISTED Pi ocliict Diatji am is ConceptiMl. LOADS: Analysis is'for a Header (Flush Beam) Member Tributary Load Width 25' 6" Pnmary Load'Group - Residential - Living Areas (psf) 40.0 Live at 100 % duration, 25 0 Dead; 15 0 Partition SUPPORTS- 1 Stud wad 2 Stud wall [nput Beanng Vertical Reactions (Ibs) Detail Other .Width Length Live/Dead/Uplift/Total 3 50" 150" 1530/1541 /0/3071 By Others None 3 50" 1 50" 1530 /1541 / 0 / 3071 By Others None DESIGN CONTROLS- Shear (Ibs) 'Moment (Ft-Lbs) ' Live Load Defl (m) Total Load Defl (in) Maximum 2730 1820 Design Control Result Location ^1535 3428 Passed (45%) Rt end Span 1 under Floor loading 1820 3120 Passed (58%) MID Span 1 under Floor loading 0 010 0 089 Passed (L/999+) MID Span 1 under Floor loading 0 019 0 133 Passed (L/99'9+) MID Span 1 under Floor loading •Deflection Criteria STANDARD(LL L/360,TL'L/240) Additional checks follow -TL0 313" -Bracing(Lu), AJI compression edges (top and bottom) must be braced at 3' olc unless detailed otherwise Proper attachment and positioning of lateral bracing is required 'to achieve member stability -The ailowable shear stress (Fv) has not been increased due td the potential of splits, checks and shakes See NDS for applicability of increase ADDITIONAL NOTES -IMPORTANT!' fhe analysis presented is output from software developed by iLeyel® level® warrants the sizing of rts products by this software will be accomplished in accordance with level® product design criteria and code accepted design values The specific product applicabon, input design loads, and, stated dimensions have been provided by the software user This output has not been reviewed by an level® Associate -Not all products are readily available Check with your supplier or level® technical representative for product availability -THIS ANALYSIS FOR level® 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 lurnber malenal listed above PROJECTJINFQRMATION earlsbad'Ranch'Villa 53 OPERATOR INFORMATION. Burkett&Wong Eng Cop'/riqhc '009 by tbev*il , Eedecfl Way WA M \PmVEi TNGroild ClrlfJ.- ResortsM OeiBA VUlas 51 52 SJ\StluGtural\talcs\t IraberSfvp part'/ wall 3£t hdr sii<i DATE EiNGR. ENGINEERS SHEET. JOB t-«-^ "5*-^ BWE CEC Curved Beam Villa 68 SK -1 Aug 26, 2011 at 11 10 AM balcony curved support r3d BM 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 Curved Beam Villa 68 Aug 26, 2011 11 14 AM Checked By Basic Load Cases 'BLC Descnption Category X Gravity Y. Gravity Z Gravity Joint Point Distnbuted AreafMe Surface(P 1 DL None 3 2 LL None 3 Joint Boundary Conditions Joint Label X [Mm] V [k/in] Z [k/m] X Rot [k-ft/rad] Y Rot |k-ftiradl Z Rot [k-ft/rad) Footing N1 Reaction Reaction Reaction iN5 Reaction Reaction Reaction N3 Reaction Reaction Reaction N6-Reaction Reaction Reaction N10 Reaction Reaction Reaction N12 Reaction Reaction Reaction N8 Reaction Reaction Reaction N11 Reaction Reaction Reaction Member AISC 13th(360-05): ASD Steel Code Checks LC Member Shaoe UC Max Locfftl Shear UC Locfftl Dir Pnc/om fkl Pnt/om Ikl Mnw/om Mnzz/om Cb Eon 1 "l M1 HSS8X6X4 137 7 984 038 8 094 151 354 184 269 31 72 42 129 1 377 H1-1b 2 1 M2 riSS8X6X4 137 7-984 038 8 094 y 151.354 184 269 31 72 42 129 1,377 Hl-lb 3 1 M3 010X20 567 12 5 047 25 V 4 693 126 754 3 787 10 744 1 097 Hl-lb 4 1 M4 HSS8X6X8 322 8 021 037 8 021 y 189 776 250 023 44 811 54 728 1 376 H1-1b 5 1 MS HSS8X6X8 322 8 021 037 8 021 V 189 776 250 023 44 811 54 728 1 376 H1-1b Joint Coord/nafes and Temperatures 1 Nl 0 0 0 0 2' N2 0 10 5 0 0 3 N3 25 0 0 0 4 N4 25 105 0 0 5 N5 0 _ 8 0 0 6 N6 25 8 0 0 1 7 N7 '8 105 0 0 8 N8 8 45 0 0 9 ^. N9 17 10 5 0 0 1,0 N10 17 45 0 0 11 Nil 8 -3 5 0 0 12 N12 17 -3 5 0 0 Joint Deflections LC Joint Label X[inl Yfinl Zfinl X Rotation [rad) Y Rotation [rad] 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 ^ 1 N3 0 0 0 8 259e-4 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 71e-3 0 0 7 1 N7 0 0 -381 -2 502e-3 1 79e-3 0 8' •] N8 0 0 . 0 -3"014e-3 1 79'e-3 0 9 N9 0 0 - -_ -381 -2 502e-3 -1 79e-3 0 10 N10 0 0 0 -3 0'14e-3 -1 79e-3 0 11 1 Nil 0 0 ' 0 0 1 79e-3 0 12 " '1 N12 0 0 0 0 -1 79e-3 0 R1SA-^3D Version 9 10 [M \ \ \ \CALCS\balcony curved support r3d] Page 1 Company De_signer Job Number BWE CEC Curved Beam Villa 68 Aug 26, 201,1' 11 14 AM' Checked By Joint Reactions (By Combination) LC Joint Label X'Ikl Y[k] Z[k) MX [k-ft] MY [k-ft] MZ [k-ft] 1 -Nl 0'" 0 -721 0 0 0 2 ' 1 N5 0-0 - 3 029 0 LOCKED .0- 3 N3 .0 ^ 0 -721 -0 0 0 .4-•1 N6 - -0 0 3 029 0 LOCKED - 0 5 1 N10 0 0 5 162 0 0 -0 6 -| KI12 ,0 0 -21212 0 0 ~' 0 7 1 N8 '0 0 5 162 0 0 0 8.: •) Nil _ .0 0 -2'212 0 0 0 . '9' f Totals "0" 0 : fo 5'16 10 1 COG (ft) X 125 Y 105 Z 0 J Load Combinations Description D+L Solve PD IYesI Y SR BLC Factor BLC Factor.BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor I 1 I 1 I 2 I 1 I I I I I Illl I 1 I Member Distributed Loads (BLC 1: DL) Member Label Direction start Maanitude[k/ft.d End Magnitude[k/ft.d Start Location[ft.%] End Location[ft.%] 1 M3 Z - 168 - 168 0 0 2 M3 Z -096 -096 17 25 3 'M3 z -096 -096 0 8 Member Distributed Loads (BLC 2 . •LU Member Label Direction start Maqnitude[k/fLd End Magnitude[k/ft.d Start LocaUon[ft.%l End Location[ft.%] 1 M3 _ Z - 14 - 14 0 0 2 M3 Z -08 -08 0 8 3^ M3 z -08 -08 17 25 RISA-3D Version 9 10 [M \ \ \ \CALCS\balcony curved support r3d] Rage 2 Project' iRost Villa'53' HD=4 Job'"# 10648A Dimensions Height Shape S A w Conditions Onentalion Top fixity Bot fixity Stress huntiraced 6x8 51 '56 in 41 25 in*' 193 36 in" 10 03 Ib/ft Loads 'Paxial DL'lelt 'Paxial.LL lell eccentricity Output majpriaxis pinned pinned DFirNo 1 1 33 psi • Vspealy Wet service 22100 Ibs Ibs in 100 1200 no AM 0 Wma, Mmax 1841 7 lb ft 0 Pa; Areqd d/b 'Date Paxlal DL rt Paxial LL n eccentricity 10/16/2009^ lbs Ibs in I (Ib/ft) (deflection at specified height) F„ 85 Fc 1000 E 1600000 AM no 22190 2 Mboiion, 13 85 in'' 21 62 in^ - 1 364 0 Ml lop maa 1841 67 Mallow Vaiiow Pallow •6815 1 Ibft 4663 3 Ibs 33722 4 Ibs Unity M+P ^midspan (ol ^specify, tol 0 583 •0 052 0 015 in in Reactions 1 00 1» axial or or I 22190|lbs U 2073 9 U 7083 6 R, top laleral 205 -205 Ibs Ibs Status Notes Axial and Bending OK Drift QK Deflection. OK No additional lateral support required, d/b<2 Slenderness ratio of member OK Deflection enterea is based on L/180 maximum for total load and dnft is based on 0 05'h for total deflection and displacement Analysis does not include ttie following adjustment factors d. Cf C, See NDS 1997 for more infomnation Li.x 3? -- Oct 16, 2009 at 11 09 AM i - . 1st fir stud beanng ext r3d z_Lx Loads LC I 0'L»W Oct 16, 2009 at 11 09 AM 1st fir stud beanng ext r3d Beam. Ml Shape. 3X4 Material. DF Larch Length: 9ft 1 Joint: Nl J Joint: N2 Dy in Dz m Code Check: 0.899 (bending) Report Based On 97 Sections -.551 at 4.5 ft .733 at 0 ft Vy .24 at 0 ft .24 at 9 ft Vz Mz k-ft k-ft My k-ft -.54 at 4.5 ft fa 1.27 at 4.5 ft .084 at 0 ft fc ksi -1.27 at 4.5 ft NDS 2005 Code Check Max Bending Check 0.899 Location 4.5 ft Equation 3.9-3 CD 1.3 RB 3.666 Cr 1 Cfu 1.1 Max Shear Check 0.176 (y) Location 0 ft Max Defl Ratio U196 CL 1 CP .236 (ksi) Cm Ct CF Fc' .475 1 1 1.15 Ft' 1.121 1 1 1.5 Fbl' 1.755 1 1 1.5 Fb2' 1.931 1 1 1.5 Fv' .234 i 1 E' 1600 1 1 Lb le/d Sway Y-Y 2ft 9.6 No Z-Z Sft 30.857 No Le-Bending Top 2 ft Le-Bending Bot 2 ft Result'- lor LC t D+L+W Oct 16, 2009 at 11 12 AM 1st fir stud beanng exi rSd Beam: M1 Shape: 2X6 Materiai: DF Larch Length: 9ft 1 Joint: N1 J Joint: N2 Dy III Dz in Code Check: 0.614 (bending) Report Based On 97 Sections .733 at 0 ft Vy -.237 at 4.5 ft .24 at 0 ft -.24 at 9 ft Vz Mz k-ft k-ft My k-ft -.54 at 4.5 ft fa .089 at 0 ft fc .857 at 4.5 ft ft ksi .857 at 4.5 ft NDS 2005 Code Check Max Bending Check 0.614 Location 4.5 ft Equation 3.9-3 CD 1.3 RB 7.659 Cr 1 Cfu 1.15 Max Shear Check 0.186 (y) Location 0 ft Max Defl Ratio L/456 CL 1 CP .528 iksii^ Cm Ct CF Fc' 1.019 1 1 1.1 Ft' .972 1 1 1.3 Fbl' 1.521 1 1 1.3 Fb2' 1.749 1 1 1.3 Fv' r .234 1 1 E' 1600 1 1 Lb le/d Sway Y-Y 2ft 16 No Z-Z 9ft 19.636 No Le-Bending Top 2 ft Le-Bending Bot 2 ft Oct 16, 2009 at 11 10 AM 1st fir stud beanng int r3d Laxis IC 1 D+L Oct 16, 2009 at 11 10 AM 1st fir stud bearing int r3d Beam Ml Shape Material Length 1 Joint J Joint 2X4 DF Larch 9ft N1 N2 Dy in Dz in Code Check 0 476 (bending) Report Based On 97 Sections 1 161 at Oft Vy Vz k-ft Mz k-ft My k-ft 221 at 0 ft fa fc ksi ksi ft ksi NDS 2005 Code Check Max Bending Check 0 476 Location 0 ft Equation 3.6 3 CD 1 Cr 1 RB 4.32 Cfu 1.1 Max Shear Check 0 000 (z) Location D ft Max Defl Ratio L/1 OOOO GL 1 CP .269 Cm Ct CF Fc' 464 1 1 1 15 Ft' 1.013 1 1 1 5 Fbl' 1 5 1 1 1.5 Fb2' 1 65 1 1 1.5 FV 18 1 1 E' 1700 1 1 Lb le/d Sway Y-Y 4ft 32 No 2-Z Sft 30.857 No Le-Bending Top 1 ft Le-Bending Bot 1 ft Beam: Ml Shape: 2X4 Material: DF Larch Length: 9ft 1 Joint: N1 J Joint: N2 Dy m Dz m Code Check: 0.476 (bending) Report Based On 97 Sections f 161 atOft Vy Vz k-ft Mz k-ft My k-ft .221 at 0 ft fc ksi ft ksi NDS 2005 Code Check Max Bending Check 0.476 Location 0 ft Equation 3.6.3 CD 1 RB 4.32 Cr 1 Cfu 1.1 Max Shear Check 0.000 (z) Location 0 ft Max Defl Ratio L/1 OOOO CL 1 CP .269 (ksi) Cm Ct CF Fc' .464 1 1 1.15 Ft' 1.013 1 1 1.5 Fbl' 1.5 1 1 1.5 Fb2' 1.65 1 1 1.5 Fv' .18 1 1 E" 1700 1 1 Lb le/d Sway Y-Y 4ft 32 No Z-Z 9ft 30.857 No Le-Bending Top 1 ft Le-Bending Bot 1 ft Oct 16, 2009 at 11 11 AM 2nd fir stud beanng ext r3d Loa* LC I D*L Oct 16, 2009 at 11 11 AM 2nd fir stud beanng ext r3d Beam Mf Shape 2X4 Matei^ial DF Larch Length Sft 1 Joint Nl J Joint N2 Dy m Dz in Code Check 0 594 (bending) Report Based On 97 Sections 1 447 at 0 ft A Vy Vz k-ft Mz k-ft My k-ft 276 at 0 ft fc ksi ft ksi NDS 2005 Code Check Max Bending Check 0.594 Location 0 ft Equation 3 6.3 CD 1 Cr 1 Pc' Ft' Fb1' Fb2' Fv' E' RB Cfu 4 32 1.1 (ksi) Cm Max Shear Check 0 000 (z) Location 6 ft Max Defl Ratio U10000 Ct CL 1 CP .269 CF 464 1 1 1 15 1 013 1 1 1.5 1.5 1 1 1.5 1 65 1 1 1.5 18 1 1 1700 1 1 Lb le/d Sway Y-Y 4ft 32 No Z-2 9ft 30.857 No Le-Bending Top 1 ft Le-Bending Bot 1 ft DATE. E'N G B - (^<^' # BURKETT&WONG ENGINEERS SHEET JOB NO. PROJECT I/. I ~^ !0 \ -.L ^ • \1 fj - «i -7-5 ^15 \ 'IS 1 i-T'A i.-ls- 1 / C, • jj-*^--\ tH 1 15.0 ^^ ' DATE. ol { I 0 % BURKETT&WONG ^ ENGINEERS SHEE'T_ DZ ENGR. JOB NO. 'PROJECT 0 VJ 71 34 ^ DATE. FNGR. PROJECT # BURKETT&WONG ENGINE ERS .SHEETi. JOB NO. F 'tl' vl,; '4 1 I -I r—'^-1 1 I: vj^sif^r'fV ('.I C~ I I- 1 D . j T f *^ ! - In ' IS' 15^ ''7 ^ i^A 7 # BURKETT&WONG o>4 p Mr; IM cent; SHEET L DATE^, ENGINEERS 1 WILL ^'JT FNGR JOB NO. PROJECT, ROOF Line B^ C F A trib (ft'^2)_ 328 429 4' 355 3" Thisjevel Force (k) Length of wall (ft) Net forces Min force Design Force Shear/ft Shear/ft Shear/ft Shear/ft H K 429 4 _ ^' 446 25_ "474 9 42^4 355 3' '429 '4 30 3 2' 39 43' 3 9 15 \2. 14 1^ t2_ ~13 12' 200 327 232' 261 361 200' ^327^ 232, "261 '361 313 361 15 328 32i 39; '30 14' 13 16. 261_ 232, 301 313 J61 261' 232^ 301 187 187_^ 0, 0 271 27''i" "271 "271' 2-11 271' "271 27f '271 Pl 271 "' 0 0 27'l '327 271 271 361 Jl_3 361 •271 "271 301 "271 0 Total'Area, 4480 25 Total length of viiafl 4088' 151'"' Fv 0.162 This level Line ^^jj"^') Force (k) ^^^^^^^ Shear/ft Shear/ft Shear/ft Net forces Min force .Design Force Shear/ft 4 1860J13 7 2620 138 129 Total Area Force/Floor (k| _ Total jength 'Ofwall Fv ' •0~162" 4480 25 18 1 31 42 35 306 '518 ^403 306403^ 518" '403 403 518 77 SRD Line A B cl '5 E. F H Atnb Jft'^2) 2 198' 432 429 4 '355 3 1 474^9 446 25" _474 9 429 4' Thisjevel Force (k) 1 5' _ 3 'l 33 27 33 Length of _wall_(ft)_ "jsr __'_15' '_ 12 14"_ f5i Net forces Mm force Design Force Shear/ft Shear/ft Shear/ft Shear/ft Size wall J17 221 275 195" 220 37 12' 34 131 304, 264 421_ 602^ 427^ j481i ^65" 577" 221' 492 492 492 221' 492' 602 492 492^ 492 492 492 665 577 37 12 304 M Total Area Force/Floor (k) Total length df wall Fv 0 162 _ ^53 _ 4^9 4 432 198' 5084 25 27_ 33_ 33 15 if! 131 22£ '195 254 165; 481 427 i '555'' J92^ 492 665, 4921^ 492' 161 208 1 5. 13i 117 J195 117' 492. 221" 492 492' '555' '492' 221' 39 08 177 This level Net forces • Mm force Design Force Line "Atnb (ft^2) Force .(k) Length of wall (ft) Shear/ft Shear/ft Shear/ft Shear/ft _ Size wall 1 2 924 48" 32' 150 150' 659 "659' 4 1860 113 9 6' 42 229 536 659 659 7_ 2620 1'38 136 35 388 906 659 906 Total Area 1 Force/Floorjk) _ Totaj^ length' of wall Fv " " " 0 162 5404 25 28 109 p/(p^«~ e fin-i^ C^'WHC^IL ,^ I^KA!-A 2ND This level Net forces Mm force Design Force A tnb Line ^^,2) Force (k) Length of wall (ft) Shear/ft Shear/ft Shear/ft Shear/ft "A B 198 432 0 8 "17" 13 15 59 176' 111 532 331 ' 602" 331 602 C 429 4 17 12 138 739 602' 739 D 355 3 1 4 14 98 524 602" 602 ~ E' 429 4 1 7 15 110 591 602 602 F G 474 9 446 25 1 8 1 7' 12 13 152 817 132 709 602 602 817 709 H 474 9 1 8 12 152 817 602 817 "l 429 4 'l Y 15 110' 591 602 602 "J 355 3 1 4 14 98 524 "602 602 'k 429 4 1 7 13 127 682 602 682 L 432 1 7 16 104 498 602 602 I M 198 08 13' 59l 176 331 331 Total Area 5084 25 Force/Floor (k) Total length of wall _^ 'F'V '0'i62' 19 54 177 This level Net forces Mm force 'Design Force Line Atnb (ft^2) Force (k) Shear/ft Shear/ft Shear/ft Shear/ft wall (ft) _ 2 924 24 32 75 224 788 788 4 1860 113 48 42 115 651 788. 788 7 2620"13'8" _68 _ 35 194 1100 788 'lio'o -- Total Area Force/Floor (k) Total length of wall Fv "0162" 5404 25 14 109 _ Force 2nd Dead Length Overtuming HD forces'2(1)' ' " 788" ' 1472'" " 'l8^__ " Gdrisbad Ranch Villa 6@ ShearWall Sizes ]2nd ' 1 1 - _ (3rd" 1 [Roof 1 • - 1 1 _ A 1 347j6E 23'1'I6E 0 ^ OJA M ' 347(6E, '231.6E 0. OiA B 633 ?3E 1 517I4E : 286 i6E ;B~ P 6,33,3E 517'4E 1 286 t6E .B J 6'33,3E 517'4E 1 286 !6E B L 633t3E 1 517i4E 28616E B K 682'3E 1 555 |4E 301 '6E G 709I3E '577 i4E 313|'6E B C 739ISE. 602,;4E ^ 327i6E Bi E '806j2E 656i'3E 356 6E C 1 1 •806 2E 656J3E 356 6E C F 817 2E 66513E 361 6E G H 1 817 2E 665 3E 361 6E C 4; 833 2E 7.1'1 3E 373 6E IC 71 1100(2E ,906 2E 5.18 4E D 2| 122i6E " 0^ 0 0 OiE . /^ A •10/16/2009' Byfkett & Wong Engineers H-4 ^ •2(7"4. /^i-, Carlsbadi Ranch Villa 66 Shear Wall Hold Downs Allowable 2nd 3rd roof Line V'this.floor''^net C(K) 'T(Kj " ' V this-floor Vnet e('K)rj'~T(K) Vthi's.floor Vnet -T('K) 2 '87 "528 10^"'~ 10'3''5~ ' 441 441 ~ " "4"8T '4 5'9~'~' ~ "O' 0. o4o 6 00 4 87 595 t5"22" 15 04 " "24l" 508 ' " 8"6T ' 8'43 '267 267' 2''96 2.-Z9 4 87 '595 14 14 ' 13 57 241 508' 8 00" ' 7 42 ' " 2'67 267 '2 75 2 18 '7 139 " ' 786 22 53 22 44 277 647 12 71"' 12 62 370 370 '4 62 4 54 7 '139 ~ 786 ' 1'9 54" " 19 31 "278 648 11 03 10 79' 370 370 4 01 " • '3 78 Allowable 2nd 3rd roof Line V this flo'or Vnet C(K) T(K) V this floor Vnet C(K) ~ "f(K)' V this floor"Vnet" C("K). T(K) A 79 237 4 25 3 48 158 158 1 70 0 93 0 0. 0 00 "ooo M 79 430 10 39 8 64 158 351 '581' 4 05 1'93 193 2 06 63i "L 98 528 1270 10 94 196 430 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 ' 158 351' 5 81' 4-05 1'93 193 2'i06 0 3>1 B 109 584 14 05 12 29 217 475 7 82 6 06 258 258""" 2 75 '6'-99 P 94 ' 506. 12 38 1095 '"188 412 ''6.89 '5 46 224 224 ' 2 42 1 od J 109 584 14 05 12 2'9 2f7' 475 782 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 3T 'G' ' 79 430" 10 49 ' 8 96 158 " 351 5 86 4 33 193" " i93 2 08 0 55 C 91 487 1.1 .72 9 97 181' 397 6'53 4"77 "2"15 215 2 30 0'54 F 79 430 10 39 8 64 "" 158 3'51 5'81' 405 ' 193' " 193' 2 06-Q3i H" 79 237 4 25 - 3,48 "15'8 158 1 70" " 0'93 0 0' , "O 00 0 00 - - /- tu I 10/16/2009' Burkett & Wong Engineers CEC Carlsbad Ranch Villa §9 Shear Wall Hold Downs Allowable 12nd roof Line C{K) T(K) A 4 25 H 4 25 " M"" 10 39" 1 10 39 K 'l6 39 F" 10 39 E 10 49" G 10 49 c" 11 72 2'00 10 57' L 12 70 D 1 12 38 4 00 14 44" B 14 05" J 14 05"" 4 00 15 22 7 00 19 54 7 DO 22 53 C(2) sluds " 3 48 4x6 " _3_48 4x6 8 64" eiS _ _ 8 64 _6x8 "864^6x8 8_64 6x8 "e 96" 6x8 8 96^6x8 9 97"6x8 10 35 5x8' t0'94'6x8 _ ^ l'6'95 6x8 J3 75JX8 12 29 6x8 J2 M^xS 15 04 6x8 19_31 6x8 22 44 6x8_ jm _Hpy4-SpS2 5 _HDU4-SDS2 5_ HDU 11 SDS2"5 HpU_n-SDS2 5 'HDUn-_S"DS2_6^ "HDUI'I-SDSZ^ _HDU11_SDS2 5 HDU11-JDS2"5^ HDU'fl SDS2 5 "H"DUri-SDS2 5 JiDUII SDS2_5 ' HDUirSDS"2 5 "h"du14-SD"S2 5 hdu14-SDS25 Jid_u14.^DS2 5_ custom custom custom CJ2) skids 0_93 3x6' 0 93_3x5 _" _ 4 05 4x5 4^5 4x6 _ _ 4 05 4x6 4"05_4x6 4 3^4x6 _ 4 33 4x6 4 77' 4x6 _' 4 59 4x6 _ 5 31 4x6 _ 5 46 J(x6_ "5j73_4x6 6^06 4x6 _ 5 06 4x6 _ ~7 68'6x6 _ 10'J79 6'x6 12 62 6x6 50 gr _strap) _ 3 __£03_ 0 03_ 0"l3 ^ 0 13_ 0.13 " v^de X mils_ sjrap 9 56_mstc28 9 Se mslc 28 4 fe? cmsl14 41^67 cmsl14 " 41 67 cmsl14 0 13 ' 0J3"" 0 13 0_15_ 014^ 1° 16 0"17 " 0 21 0_I9_ " 0 19 _41_67 cmsl14 44 51 crnst14 ' 44 5'f cmslli 49 07 cmstU _47J6 cmsl14 J4_67_cn2_sl1~4 " 56 19 cmsl14 _0 24_ 0 33_ 0"39 69 25 cmsl12 62 38 cmsl12 '62 38 cm"sl12 1 3 49 (2) HDUl"4 _ 4 90 (2) HDU14 5 73 (2) HDU 14 C(K) T(K) 0 00_ Yoo_ 2 06 _ 2 06 _2 06 2 06 2 08' 2_08" _ 2 30" 0 00 2 49 2 42^ 2 75 2 75 2'75_ ^ A96_ 4 01 ^62 . 0(2) studs 'ooo 'o'oo 0J^L2x6 031 ^x5_' ' 0 31 ^6_ 0 31 2x6 0 55 2x6 0 55 2x6 0 54 2x6 0 00 0'73 2x6 1 00^2x6 2 18_2x6 _0'99 2j<6 0 99'2x6 2_79 3x6 "3 78 3x6 4 54 3x6 0 00 50 or strap 0_0000^ OOOOO 00068^ 0^0068 "00068 00068 00121 0 0121 qoi'20 OOOOO Q 0162 00221 00485 0 0221 0 0619 0 0J39 0'lOQ8 3 wide mils l"0£q_ 0 qo_ ]_ 2'26 mslc28 2 26 mslc28 2 26 mstc28" 2 26 mstc28 4 04 mstc28 4 04'rnstc2B 3 99_rTistc2B _0^6 _ 0 5_4_1 mstc28 27_38 mst_c28 16T7 ms"tc40" 7 36 mslc40 7 36 mslc40 ' 20" 63 mslc60 " 27_97 mslc6_0_ 33 eb mslceo / V Mo 1 '')!•* L-\l vM-'f I 11,1 •9 h'ii/JC ., , t lr 10/16/2009 Burkell S Wong Engineers CEC Carlsbad Ranch Villa 68 Shear Wall Hold Downs Allowable 2nd 3rd 'Line C(K) _'_A _ H ']_ _M _ I Z _ " k" _ G ^' _Z C ,2 00 T(K) _425 4 25" J0_39' 10^39' j0_39' 10-39 10_49 "10 49" 11 72 C(2) studj 3 48"4)^ 3 48'4x6 _ '8 64 6'x8_ 8 64 "6x8 8'64 6x8 8 64 6x"8_"_ 8'_96 6x8 _ ' 8.96'6x8 ' 9 97 6x8 J(!<L ^ HDU4-SDS2_5 'j2y±?'^2 5^ HDU11-'SDS2 5 Installed Dia HD req anchor 0 43 " i0'88 T(K) 0 43 0 67 HDU11-SDS2 5 "iHDUl"l-SDS2 5 HDUlf-SDS2 5" HD"U11-SDS2 5' TO 57 _ L D;' 4'00_ B "_y ~4 00 7.00^ 7 00 14 05^ "14 05 15 22 1954_ '22 53 10 35 6x8 to 94 6x8" 10'95'6x8^ V3 75 6x8 12 29 6x8 "12 29 6x8' 15'q4 6x8 '19 31 6x8 ~22 44 "6'x8 HDU11-SDS26 HDUJ^1j;SpS2^ "Fl'Dljl1-SDS2 5 q_67 'O 67 "067 J)'68; _0 68 0 72" 0'88 0 88 0 88 ^0'"88 0 88' 0"88" 0 93 "0'93 "4 0"5 4^5' "4 05 4^05 4 33 C(2)\studs '3x6 3x6 4x6_ 4x6^ 4x6 4x6^ 4x6 3" wide X mils strap """" 9'"56-fh"sTc"28 _ _9_56'mstc^ 41 6'7'cmst14 073 HDU1i1-SDS2 5 ''lrlDU'l"l-SDS2 5" hdu14^SDS2 5 hdu14-SDS2 5 _ hdu14-SD'S2^'__ ^ustom_ _ custorri custom 0 76 076 •0'85" ^88 0.88 J)_88 088 '0"88 4 33. 4 77" 4 59 4x6 4x6' 4x6 j4i:'67^cmst14 41767 OTi^'4 41i67 cmst1'4 44'51. cmstl4 '44 51 cmst14 0 80 0 80 0 88 'd8'8 0 88 5 31 15 46 6"73 6 06 •e^do 4x6 4x6 4x6 4x6 '4x6' 49'07 cmst14' 47 26.c"mst14' 54 67 cmst.14 56 19 cmstU 69 25 cmst12 62 38 cmst12 '62 38 .cmst12 ^89_(2) 7/8_ 1 00 (2) 7/8 1 08 (2) 7/8 7 68 ld7"9' 1262 6x6 6x6 6x6 3 49 (2) HDU14 4 90 (2) HDU 14 '5 73 (2) H'DUi4 10/16/2009 Burkett & Wong Engineers CEC P Carlsbad Ranch Villa 68 Shear Wall Hold Downs Allowable roof Line C(K) T(K) jj M K F_ G 2 00 D 4 00 4 00 TOO 7 00' 0 00 0 00 2 0'6 12 06' 2 06 "2 06 .2 08 2 08 2 "30 0 00 249 ^42 ^75^ 275 2 75 2 96 4 01 4'62 C(2) studs 3" wide mils 0 00 0 00 0 31 2x6 0 31 2x6_ 0 31 2x6 _ 0 31 2x6 0 55 2x6^ 0^2x6 "O 54^2x6' o'oo ' oo'o 0 73 2x6 1 00 2x6' 2'18 2x6 0 99 2x6] 0 99 2x6 2 79 3x6" 3 7"8'3x6' 4 54 3x6' 0 00 0 00 2 26" mstc28 2 "26 ~m'stc28 2 '26 mstc2'8 2 26 mstc28_ 4 04 'mstc2'8 '4 04 mstc28 3 99 mstc28 0 oo' '5 41 mstc28" 7 38 mstc28 16'17 mstc40 7 36 mstc40 ' 7 36 mstc40 20 63 m"stc60 27 '97 mstc60 3360 mstc60 10/16/2009 Burkett & Wong Engineers CEC DATE. ENGR. ^ BURKETT&WONG ENGINEERS SHEET, .PROJECT JOB NO. "7 \ ^ f) h'/«^ Zs.*^ Loads- BLC 1 Results lor LC 1 E inSK/ll X X X ^ RTs X X X X -^1, X X 13 fe- X J.an 25, 2008 at 5.37" PM untitled r3d Company Designer Job Number Jan 25. 2008 5*37 PM Checked By_ Plate Principal Stresses (BvJtem) (Continued) 29 1 PI 5 T 049 -049 049 - 785 085 30 B . 049 -049 049 - 785 085 3.1 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 01'6 -016 016 -785 027 35 1 P18 T "032 -032 032 -785 056 36 B 032 •• -032 032 785 056 -37 1 PI 9 T 01'5 -015 015 -.785 027 38 B 0"1'5 -'015 015 - 785 027 39 1 P20 T 016 -016 0"16 785 028 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 I'l 25 0 0 5 N5 . 3 0 0 0 6 N6 3 25 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 N11 .14 7 0 0 12 N12 .„ 11 7 0 0 13 N13 "- 14 125 0 0 14 N14 . 11 125 0 0 15 N15 3 125 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. " " to " 0 0 , 28 N28 . 14 10 0 0 ' 29 N29 3 . 22 5 0 0 30 NSO '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 Corhpany Designer Jo6 Number Jan 25, 2008 5 37 PM Checked By_ Joint Coordinates ahd Temperatures (Continued) 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 -N40 14 30 0 0 JointJReactians (ByJtem) LG Joint Label Xlkl Yfk) Z.[k.l MX fk-ftl MY Ik-m MZ rk-ffl ! 1 1 N7--3 893 -9 016 0 0 LOCKED 0 I 2 1 N2 -1 609 9 016 0 0 LOCKED 0 1 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 1 Totals -5 502 0 0 11 1 COG (ft) NC NC NC - Member Distributed Loads (BLC 1: J Memb'er Label Direction Start Maanitude(k/fl.d End Magnitudefk/ft.d Start Localionlft.%1 End Locationm.%1 1 Ml X .185 185 0 0 2 M2 X 139 139 0 0 3 M"3' X 069 069 '0 0 'R1SA-3D Version 7 0 2 [C \RISA\untitled r3d] Page 3 Company Designer Job Number Jan 25, 2008 5 37'PM Checked By _ Plate,Primary Data 1 PI Nl N'2 <N3 N4 Ply 5 2 . R2 'N5 Nl -N4 - N'6 PIv 5 .1' 3 P3 'HI N5 N6 N8 PIv . 5 4 P4 N8 . N6 . ^ N& N10 Ply 5 , '5 P5 N4 .. N3 -N11 N12 PIv 5, '6 P9 'Nt6 -N15 : ..'N17' " N18 PIv - 5 7. P10 N14 N13 N19" N20 PIv 5 8 Pll N17 JN2'0 N21 _ N22 Ply 5 9 P12 N18 -" N17.~ . N22 " .N23 PIv " 5 . 10 P13 N20 N19 N24 N21 PIv 5 11 P11A N10 N9 N25 N26 Ply 5 _12 P12A N9 N12 N27 . N25 . 'Ply 5 - ' 13 ' ." " P13A N12 N11 " 'N28 N27 PIV .5 . 14 - P14 N27 N28 N13 N14 PIv . .5 .15. P15 'N25 N2> N14 N15 PIv 5 ' 16 _ P16 •N26 N25 N15 N16 PIv 5 f7 P17 N23 'ISI22 . iN29 N30 PIv _ 5 18 . P18 N22 N21 N31 N29 PIv .5- 1'9 P19 ,N21 N24 N32 N31 PIv 5 20 P'20 N33 N34 - N29 N30 PIv 5 21' P21 N35 1 'N36 N32 N31 PIv 5 22 -P22 N37 " N38 N34 N33 PIv 5 23 ' P23 N38 N39 .N35 N34 PIv 5 '24 . P24 N39 N40 N36 N35 PIv 5 Plate Principal Stresses (By Item) M. 5> (oo^,^ / - V 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 04-1 -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 Pfl T' •049 -04'9 049 -785 085 -16 B 049 -049 049 -785 085 17 1 PI 2 T 033 -033 033 -785 057 .18 , B 033 .033 033 -7'85 057 .19" 1 P13 T 032 -032 032 -785 056 20 B 032 --.032 -. 032 -785 056 2'1 1 P11A T •041 -041 -041 2.356 . 072 22 B '041 - 041 041 2 356 - 072 - - 53 '1 P12A T , 058 _ -058 -058 -785 1 24 B ; '058 " "- 058 .058 -785 1 25 -1 - 'P13A T 041 ~ -041 •041 ', -.785 071 26 ' B 041 -041 04l -785 071 '27-'l-i P'14 T-' ' .032 - 032 . 032 -785 ' 056 1 '28 -_ . B" 032 -032 032 -..785 056 .RISA-,3D Version 7 0 2 [C \RISA\'urititled r3d] Page 1 Company Desigher Job Number Jan 25, 2008 5:46 PM Checked By _ Plate.Corher Forces (By Item) (Continued) 57 - 1 P15 .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 N.1''5 -'1 1>8 . ' -368-. 0 0 0 - - 0 61 1 P16 N26. -' .294 -246 0 0 0 0 62 N25 -294 244 0 0 0 6 63 N15 -294 245 0 0 . 0 0 64 .N16' 294 -244 0 0 -0 -0 65 1 R17 N23 -"I4f -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 1 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 :i38 -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 2'15 0 0 -0 0 - 80 - N30 - 143 -.215 0 0 . 0 _ 0 -81 1 P21 N35 141 -211 0 0 . 0 - d 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 -1-^2 - 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 1 ,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 [C-\RISA\untitled r3d] Page 5 Company Desigrier Job Number •k/i Jan 25, 2008 5 46 PM Checked By _ Plate Corner Forces (By Item) (ill PI Nl -366 -306 0 0 0 0 - ! 2 N2 -372 31 0 0 0-0 , 3 N3 369 305 0 0 0 0 1 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 1 8 • ! N6 1 377 . -43 0 0 0 0 9 1 P3 N'7 -'375 ' -312 0 0 . 0 . 0 . 10 N5 -369 308 0 .0 0 0 11 Ne 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 - 37.4 562 0 0 0 0 15 N9 376 563 0 0 0 0 16 NiO 373 -56 0 "0 0 0 1-7 1 P5 -,N4 -373 -558 .0 0 0 0 18 N3 .372 56 0 0 0 0 1.9 N11 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 29'6 -445 0 0 0 0 25 1 P10 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 iN21 1 182 .443 0 0 0 0 32 N22 1 181 -443 ! 0 0 -0 0 33 1 PI 2 N18 -295 -295 0 0 0 0 34 Nl7 -294 294 0 0 0 0- 35 N22 -295 .295 0 0 0 0 36 N23 294 -294 .0 d 0 0 37 1 P13 -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 "j N12 -1 384 519 0 0 0 0 __ 4'7 N27 -1 385 519 0 0 .0 0 48 N25 1 384 --519 0 . 0 0 0 - 49 1 P13A - Nil2 -369 . -368 0 0 0 0 '50. Nil .369 . 37 0 0 0 0 51 N28' 369 .368 ' 0 0 0 0 52 ' N27 369 -.37 1. 0 0 0 0 53; 1 P14 -N27 -291 • -242. "= 0 0 0 0 54 , N28 ; -291 243 0 d 0 0. ' "55 N13 " ' - 292 ' '242 0 0 0 0 56 1 J Nl4 . 291 1 - 243 0 0 0 ,0 fRISA-3D Version 7 0 2 [C \RISA\untitled r3d] Page 4 DATE. # BURKETT&WONG ENGINEERS SHEET_ ENGR. JOB NO. PROJECT r1^ %..r. S3 1 ^ DATB^., : PROJECT burkett &uidhQ W $t(ucturdl & civil engineers SHEET- JOB NOi i |^''«.>5kT,-^ /'l(7,>n.o . 5 a M> -Ife 6 ^ 2^ " i I «-'7^ ^^;/z - S (-T^^/z - 7-57 v<-7ViS 5".) t 1 DATf_ ENGJ?. burkett £mk & uiong Hr structurot » civil engineers PROJECT SHEET_^ JOB NO. DATE_^ FNGR Cg^<^ PROJECT burkett ^ structurol S civil engineen SHEET, S3 JOB NO_ To, cA-tJCvycA=t^ IZfir/ws^Luortc^^vc. ifve^^rx^rp. TH^S" e?i/^n- TN>»4,rv/-i/>^<^ 10/25/2011 Engineer- CEC Burkett&Wong Sheet. Job No en Carlsbad Villa 58 1 X - ~ : . - Wall or Frame No 2' ,00 4 00 4 00 10 00 " 10 00 A B Footing Length'FT 1900 19 00 12,00 24 00 18 00 22 00 19 00 'Footing Widtli FT 2 00 3 00 3 00 2 00 3 00 2 00 2 00 Footing'Thickness FT 2 00 2 00 2 00 2 00 2 00 2 00 2 00 Total Axial P KIPS 0 30 '.'}' 0 43 0 09 0 23 1.10 187 Overtumingi'Moment K-FT 84 ,51 180 28 75 95 157 59 157 59 51 73 117 5"4 Wall or Frame Length FT 17 00 12 00 goo 5 00 13 00 20 00 1700' 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 F'c KSI OKSImax) 3 00 3 00 3 00 3 00 3 00 3 00 3 00 KSI 60 60 60 60 60 60 60 Load Factor for.Concfete 1 55 -1 55 - J1 55 1 55 1 55 1 55 1 55 A"v" req'd SQIN/FT, "^P'OO"^ 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 1 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 6"."52 0 52 Use GB-1 " UseGB-2 Use GB-2 Use GB,-1 UseGB-2 Use QB-1. Use.GB-i SBCheck 'OK OK OK OK OK OK OK V max Check QK ok OK OK Ok OK OK Asmax'Check OK ok OK ' OK -OK OK OK Max stirrup spacing in IN, 100 100 100 100 100 lO'O' "100 Length of soil pressure in FT' 12 6 4*8 1 6 122 39 22 0 84 Relative footing, cost 348 523 330 463 - 495 403 348 Ftg wl KLF 0'83 "113 1 13 0 83 J 13 0 83 0 83 Total wt'K 16 23 14 20 20 'l9 18 eFf 5 29' 7 91 5 45 7 92 7 69 '2.69' 6 70 XFT 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 oob 0 00 012" oob slope. K/F 0 20 2 01 10 34 0 27 2 67 0 06 0 50 d FT 1 67 1 67 1 67 1 67 1 67 1 67 1 67 Cantilever, ft 1 00 3 50 2 00 9 50 2.50 1 60 1.00 Length to mm steel 1 00 3 50 2 00 6 15 2 50 1 00" 1 00 Cantilever-d FT -0 6?'' 1 83 0 33 7 83 0 83 -0 67 -0 67 V1'K 1. 4 2 8 3 1 1 y2 K 4 10 7 24 9 1 5 V3 K -i' 12 5 n" 7 6 -2 Vu max K 6 19 11 37 14' 2 8 +Mu K-Ff 1 58' 28 111 34 1 2 -Mu"K-Ft 1, 11' 3 58 5 0 1 0 05 0 05 0 05 0 05 0 05 0 05 0 05 As mintempSOIN 1 04 1 56 1 56 1 04 1 56 i 04 1 04 As min SQIN I'eo" 2 40 2 40 1 60 2 40 160'" 1 60 Av mm SQIN 0 24' 0 36^ 036 0 24 0 36^ 0 24| 024' VcK •53 79 79 53 79 53' 53 Vs mm K 24 36 ^6 24 36 24 24 (Vc + Vs min)"0 85 K 65 98 98 65 98 65 65 "+"^8 SQIN ooV 0 65" 6"31 "l 27 0 38 001 ' 0 03 -As SQIN O'OT 0 12 '6'04 0 65 0 06 " b 001 0 01 SB rnax KSF iie 3 19' 5 66 1 63 3 49 076, .2.09 SB. mm KSF 0 0' "O'O; 00 00 0.6 "ol "bo Vu KIPS 62 187 109 36 6, 14 3 2.1 i 80 Mu reqd FT-K i; 58 28 111 34 1 2 -Mu.reqd FT-K - 1 11 - 3 58 5 lO 1' Notes '1 •Assumes'linearly elastic soil pressure'distfibution under grade beam 10/25/2011 Engineer- CEC Burkett & Wong Sheet. Job No Carlsbad Villa 58 Wall or Frame No c D E F G H I Footmg Length FT 20 00 24 00 19 00 20 00 20 00 20 00 19 00 Footing Width FT "200 2 00 2 00 2 00 2 00 2 00 2 00 Footing Thickness FT 2 00 2 00 2 00 2 00 2 00 2 00 2130 Total Axiafp KIPS 1 04 2 42 f 87 1 04 1 32 ro4 1 87 Overturning 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 Overburden KSF 0 00 0 00 0 00 0 00 0 00 0 00 0 00 ASS 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 '"6"0 60 60 60 Load Factor for Concrete 1 55 1 55 1 "55 1 55 "1 5'5 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 i 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 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 spacmg in IN 100 100 100 100 100 10 0 100 Length of soil pressure in FT 98 157 84 76 9"8 "7 6 84 Relative footing cost 367 440 348 367 367 367 348 Ftg wt KLF 0 83 0 83 0 83 0 83 0 83 0 83 0 83 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 180 1 41 2 09 2 30 1 82 2 30 2 09 Spmin KSF 0 00 o'oo 000 0 00 0 00 " boo oob slope K/F 0 37 0 18 0^50 0 61 0 37 0 61 0 50 d FT 1 67 1 67 1 67 1 67 1 67 1 67 1 67 Cantilever, ft 5 25 100 1 00 5 25 4 00 525 1 00 Length to mm steel 5 25 1 00 I'od 5 25 4 00 5 25 1 00 Cantilever-d FT 3 58 -0 67 -0 67 3 58 2 "3 3 3 58 -0 67 VI K 4 ' 1 1 4 3 4 1 V2 K 8 5 5 9 6 9 5 vak 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" 5 0 05 0 05 0 05 0 05 0 05 0 05 0 05 As mm temp SQIN 1 04 1 04 1 04 1 04 104 1 04 1 04 As mm SQIN 1 60 1 60 1 60 1 60 1 60 1 60 1 60 Av mm SQIN 0 24 0 24 024 0 24 0 24 0 24 0 24 VcK 53 53 53 53 53 53 53 Vs mm K 24 24 24 24 24 24 24 (Vc + Vs min)*d 85 K 65 65 65 65 65 65 65 +As SQIN 0 51 0 02 0 03 0 66 0 32 b66 0 03 -As 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 r82 2 30 2 09 SB min KSF 00 00 00 00 00 00 00 Vu KIPS 11 8 74 80 150 94 150 80 Mu reqd FT-K 45 2 2 58 29 58 2 -Mu reqd FT-K 18 1 1 18 16 18 1 Notes 10/25/2011 Engineer- CEC Burkett & Wong Sheet. Job No Carlsbad Villa 58 Wall or Frame No J K L M Footing Length FT 24 OO 20 00 19 00 22 00 Footing WidSl FT 2 00 2 00 2 00 2 00 Footing Thickness FT 2 00 2 00 2 00 2 00 Total Axial P KIPS 2 42 1 04 1 87 1 10 Overturning Moment K-FT 149 9'7 118 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 oob ASB KSf 6 67 6 67 6 67 6 67" F'c KSI (3KSI max) 3 00 3 00 3 0"b 3 00 FyKSI 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 6.52 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 UseGB-l Use GB-1 Use GB-1 Use GB-1 SB Check OK OK OK OK V max Check OK pk OK OK As max Check "ok OK ok "OK Max stirrup spacing in IN 100 100 10 0 100 Length of soil pressure In FT 1"5_7^ 9J_ 10 4 22 0 Relative footing cost 440 367 348 403 Ftg wt KUF 0 83 0 83 0 83 0 83 Total wt K 22 18 18 19 eFT 6 75 ^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 boo bl2 slope K/F 0 18 0 37 633 0 06 _d FT 1 67 167 1,67 1 67 Cantilever, ft 1.00 S2S" 1 00 1 00 Length to min steel 100 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 V3 K -1 8 -2 6 Vu max K 7 12 '7 2 +Mu K-FT 2 45 2 1 -iviu K-FT 1 18' 1 0 0 05 0 05 0 05 0 05 As mm temp SQIN 1 04 1 04 104 1 04 As mm SQIN 1 60 1 60 1 60 1 60 Av mm SQIN 0 24 0 24 024 0 24 VcK 53 53 53 53 Vs mm K 24 24 24 24 (Vc + Vs min)*0 85 K 65 65 65 65' +As SQIN 0 02 05l' b 02 0 01 -As SQIN b'oi 020" 0 01 0 00 SB max KSF 1 41 1 80 1 69 0 76" SB mm KSF 6 b 06 00 01 Vu KIPS 74 1l"8 69 2 1 Mu reqd FT-K 2 '45 2 1 -Mu reqd FT-K i 1-8 1 0 I Notes (Aj- T^? 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SEE THE AACHfTECTURAL •RAWnGS. 4 FOS OCTOTBP^ppnnin 12. mX>R TD THE CONTRACTOR REQUESTINO BULDWQ DEPARTUEin' HXJMUTX»WS5>8n»N THE SOLS ENOWSERSHULAOVUET^E BUUXND 0FFK3AL « WRITINQ THAT A THE BUIDWD PADWA3 PREPARED iH ACCOROMCE VfiTH IHE SOILS a THE UTUTY TRENCH ES HAVE BEEN PROPERLY BACxnar AND •'YftCAiaiAaOWOWOE r CONCRETE BLA8 W fl 0 tl OC EAWAV CXNTCREO OVER r CLEAN SAMI oust tOHlVaoUEENOVER rOEANSAND PROKDE CQNSTRUCnOWCONracX. JOMTSQlT-crojC EACH WAYSEE/^ •HO" CALLOUT BASE •HO" CALLOUT FOUHDATKIN POST ita.A3ar AB UN th) EUoaiUEHT HOLDOWN DETAU Znd FLOOR POST O V H0U4-SDSU ® 1 irun HDUn-50515 4tf ® Btl OS* WALLS 4t1D0<iWALi.S ' iriw HOUIUDSU 4tf © fiiBOBMWAUS mi 14 UH p)H0Ut4-tDSI.5 UQBa WALLS 4^0*1 WALLS bB 14 UW mHDui4-soai DEnoTES u ore e t r 0 c DENOTES M Dri2 a tr O CINTERIOR DENOTES M OFfZO tr O C BTTERKIR ID B DEN0TESK!N0STUDIJAUSSn]DPER9AaiSUUiia II ^ DENOTES POST rensrSS.! ?^VCET7.£LAffC£S70F'POSrPERSCHED(JLE OR KINC5TUD PER/^f^ AS OCCURS QOPENWCS a.FQR«OH£P#ORMAT10H.SE£ W F0UNDATK3N SHEAR WALL HOLDOWN SCHEDULE Geotechnical Engineesiinig ConstriLictioii Inspection Materials Testing Envlroiimeetal OmCE LOCATlOiNS SAN DIEGO IMPERIAL COUNTV 6295 Fems Square Suite C SanDiego, C A 92121 Tel 858 537 3999 Fax 858 537 3990 ORANot COUNTS CORPORATE BRANCH 2992 E La Pdlma Avenue Suite A Anaheim, CA 92806 Tel 714 632 2999 Fax 714 632 2974 lNL\NDEiMPIRL 14467 Mendian Parkway Building 2A Riverside, CA 92518 Tel 951653 4999 Fax 951 653 4666 iNDIO 44917 Golf Center Pkwy Suite 1 Indio CA 92201 Tel 760 342 4677 Fax 760 342 4525 OC/LA/lNLAND EMPIRE DISPATCH 800 491 2990 SA^ DIEGO DISPATCH 888 844.5060 www mtglinc com February 22, 2013 Grand Pacific Resorts, Inc 5900 Pasteur Court, Suite 200 Carlsbad, California 92008 MTGL Project No- 1916A09 MTGL Log No 13-167 Attention- Mr Houston Arnold Subject REVffiW OF FOUNDATION PLANS Marbnsa Resorts - Villa 69 Carlsbad, California Reference- MTGL, Inc (2011). Geoteciinical Investigation, Proposed Sales, Activity and Fitness Building, Carlsbad Ranch, Plannmg Area 5, Marbrisa Phase II, Carlsbad, California, MTGL Project No. 1916-A08, Log No 11-1409, November 4 Burkett &Wong (2013). Structural Plans for. Villa 69, Marbrisa Resorts, Carlsbad, California, January 30. Dear Mr Arnold Per your request, we have reviewed the Structural Drawings prepared by Burkett & Wong for the Villa 69 building located at the Marbrisa Resorts in Carlsbad, California for general confonnance to the geotechnical recommendations presented in our referenced report (2011) Based upon our review of the plans, it is our opinion that the geotechnical recommendations presented in the referenced report have been properly incorporated mto the plans We appreciate this opportumty to be of continued service to you Should you have any questions regarding the information contained herein, please contact us at your earliest convenience. Respectfully submitted, MTGL, Inc Sam E. Valdez, RCE 56226, RGE 2813 Vice President | Engineering FEB 5 2 2013 CITY OF CARLSBAD BUILDING DIVISION GEOTECHNICAL INVESTIGATION Proposed Sales, Activity and Fitness Buildings Carlsbad Ranch, Plannmg Area 5 MarBnsa Phase II Carlsbad, California Prepared For Grand Pacific Resorts, Inc 5900 Pasteur Court, Suite 200 Carlsbad, California 92008 Prepared By. MTGL, Inc 6295 Fems Square, Suite C San Diego, California 92121 Project No I9I6-A08 Log No 11-1409 FEB 5 2 2013 CITY OF CARLSBAD BUILDING DIVISION CSI22725 6€ mr " /a' Te' /r O^ffff Locations Orange County Corporate Branch 2992 E La Pa na Avanue SuiJe A Anafissm GA 92806 TB! 714 632 2999 Fax 714 63? ?974 San Dlep impenai Cotiitty 6295 Ffrns Square Stitc C SariD.epc, CA 92121 Tei 353 537 3993 Fax BBS 537 3933 Inland Empire 14^67 Mar dian Parkway ByildiiKj ZA Hiv^ersid8,CA92M8 Tel 951 655 4999 Fax 951653 4866 IntilD 44917 Go ICeitDrParteviy Suite •* ndio, CA 32201 Tel 760 342 4677 Fax 760 342 4525 OC/lA/lnland Empire Dispatch 800 491 2SS0 San Oiep Dispatch 888 844 5C60 v/HW mtg mc com •116 November 4, 2011 Grand Pacific Resorts, Inc Project No 1916-A08 5900 Pasteur Court, Suite 200 Log No. 11-1409 Carlsbad, California 92008 Attention- Mr. Bruce Zelenka SUBJECT. Geotechnical Investigation Proposed Sales, Activity and Fitness Buildings Carlsbad Ranch, Planning Area 5 MarBrisa Phase II Carlsbad, California 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 n in Carlsbad, CA We are pleased to present the following report with our conclusions and recommendations The site for proposed development is located mside the MarBrisa Report that wa^ previously gr^ed with an elevated pad on the east comer with tennis court Our report concludes that the proposed impxovement and addidon would be feasible provided the recommendations presented are incorporated into the plans and specifications Details related to seisnucity, geologic conditions, foundation design, and constmction considerations are included in subsequent sections of this report We look forward to providing additional consulting services during the planning and construction of the project Sales, Activity & Fitness Buildings MajSasa Resort Carlsbad CA Project No !916-A08 LcfiNo 11-1409 If you have any questions regarding our leport, please do not hesitate to contact this office We appreciate this opportunity to be of service Respectfully submitted, MTGL, Inc Eduardo C Dizon. R(tE Senior Engineer M B. (Ben) Lo. RGE Chief Geotechnical Engineer Sales, Activity & Fitness Buildings Project No 1916-A08 MarBnsa Resort. Carlsbad CA Log No li-1409 TABLE OF CONTENTS INTRODUCTION...: 1 PROPOSED CONSTRUCTION 1 SCOPE 1 SITE DESCRIPTION 2 FIELD EXPLORATION 2 LABORATORY TESTING 3 GEOLOGY 3 REGIONAL GEOLOGY 3 LOCAL GEOLOGY .... .... .. . . . . 4 SITE GEOLOGIC CoNDmoNS .... 4 Fill 4 Terrace Deposit . 5 GROUNDWATER ... 5 DISCUSSION OF GEOLOGIC AND SEISMIC HAZARDS. FAULTING AND SEISMICITY 5 LiQLTEFACnON POTENTIAL 6 LANDSLIDE, MUDFLOW AND RooDiNG .. ... 6 GROLW) RUFIURE O . . .... .6 SEISMIC SETR^MENT .... .6 LATERAL SPREADING 7 TSUNAMIS AND SEICHES ... . ... . . ..7 SEISNHC DESIGN PARAMETERS 7 SUMMARY AND CONCLUSIONS 8 GENT.RAL CONSIDERATIONS ...... 8 ExcAVA-noN CHARACTERISTICS . . 8 CLT/FILL TRANSITION CONDITIONS. .. .... .... 8 EXPANSION POTENTIAL .. . .. 8 CORROSIVITY 8 RECOMMEMDATIONS 9 GENERAL 9 SITE GRADING RECOMMENDATIONS .... 9 Site Preparation 9 Temporary Excavation '. .. . 9 Site Grading 10 ni Sales, Activity & Fitness B uildmgs Project No 1916-AOS MarBnsa Resort. Carlsbad. CA Log No 11-1409 General Compaction Standard .... Import Fill Material FOUNDATION .. LATERAL RESISTANCE . SETTLEMENT INTERIOR SLAB-ON-GRADE EXTERIOR CONCRETE SLAB/FLATWORK RETAINING WALL 11 .... .11 ... 11 .... 12 12 12 ... 13 13 PRELIMINARY PAVEMENT . . . . . .14 CONSTRUCTION CONSIDER.ATIONS 15 Moisture Sensitive SoilsAVeather Related Concerns ... . 15 Drainage and Groundwater Considerations . 16 Excavations ... . 16 Utility Trenches . . 17 SITE DRAINAGE 17 PLAN REVIEW . . . .... . . 17 GEOTECHNICAL OBSERV ATION/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-AOS MarBrisa Resort. Carlsbad, CA Log No 11-1409 INTRODUCTION In accordance with your request and authorization, MTGL, Inc has completed a geotechnical investigation for the subject site The following report presents our findings, conclusions and 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 thiee-story villas with paved parking are planned around the swimming pools SCOPE The scope of our Geotechnical services included the followmg: • Geotechnical investigation consisting of drilling six borings to explore subsurface conditions and to obtain samples for laboratory testing. (See Geotechnical Boring Location Plan, Figure 2, for the location of borings, and Appendix B, Field Investigation, for boring logs). • Laboratory testing of samples (See Appendix C) • Geotechnical engineering review of data and engineering recommendations. • Preparation of this report summarizing our findings and presenting our conclusions and recommendations for the proposed constmction Sales, Activity & Fitness Buildings Project No 1916-A08 MarBnsa Resort. Carlsbad. CA Log No 11-1409 SITE DESCRIPTION The project site is located on the northwestem portion of the existing MarBrisa Resort on Grand Pacific Drive south of Canon Road in Carlsbad, CA Existing development at the MarBnsa 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 irngation 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 othei area of the site is mantled by varying thickness of documented fill ranging from 2 to 13 feet Expansive clayey soil was buried at the time of mass grading within the future planned parking lots FIELD EXPLORATION The subsurface conditions at the project site were explored with six test borings Two of the borings were drilled within the pool area and four of the borings were drilled within the sales building location. The approximate bonng locations are shown on the Boring Location Plan (Figure 2) All borings were advanced with a tmck mounted dnll ng equipped with an 8" diameter hollow stem auger The borings weie 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 Pro)ect No 1916-A08 MarBnsa Resort. Carlsbad. CA Log No 11-1409 LABORATORY TESTING The laboratory testing mcluded 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 detemune its degradation on concrete structure. Resistivity and pH testing were performed on representative soil for corrosion potential of buried metals Index testing including sieve analysis and expansion index were perfonned on selected soil samples R-value testing was performed for pavement design analysis The results and expanded explanation of laboratory testing are presented m Appendix C GEOLOGY Regional Geology 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 Cahfomia in the United States to the southem tip of Mexico's Baja California peninsula They are part of the North Amencan Coast Ranges that ran along the Pacific coast from Alaska to Mexico Elevations range from 500 ft to 11,500 ft Rocks in the ranges are dominated by Mcsozoic 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 FauU and Gulf of California came into being According to Kennedy (1975), the Peninsular Ranges province includes two principal rock units The underlying basement rocks include igneous and metamorphic rocks and the overlying rock units include sedimentary rocks of a variety types The basement rocks are structurally complex, metamorphosed volcanics and volcaniclastic rocks and mtmsive 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 lelief surface Most of the overlying sedimentary rocks are Upper Cretaceous age strata of Sales, Activity & Fitness Buildings Project No 1916-A08 MarBnsa Resort. Carlsbad CA Log No 11-1409 marine, lagoonal, and nonmarine ongin related to two major transgressive and regressive depositional episodes. The geologic stmcture of southem California is dominated by right-lateral strike-slip faulting with the movement of two tectonic plates The San Andreas fault system marks the pnncipal boundary between the Pacific plate and the North Amencan plate. Additional faults that affect the geologic stmcture of the project vicinity include the Elsmore-Julian Fault and the Rose Canyon Fault Local Geology The project site is located within a developed area with documented fill Based upon available geologic map (Tan and Kennedy, 1996, Oceanside, San Luis Rey and San Marcos 7 5' Quadrangles), the underlying natural soil at the site consists of the Pleistocene-aged Terrace deposits The Terrace deposits are composed of reddish-brown, poorly bedded, poorly- to moderately-indurated sandstone, siltstone and conglomerate This unit was encountered in all borings below the fill at approximate depth of between 8 and 18 feet below existing site grades. Site Geologic Conditions A brief discussion of the earth materials encountered in the bonngs is presented in the following sections. Refer to the bonngs logs in the Appendix B for a more detailed description of these materials M Documented fill material was encountered m all bonngs ranging m thickness between 7 and 18 feet from the surface Tlie 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 elinunate cut/fill transition condiUons 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 footmgs Lab test results indicate a very low expansion potential for the existing on-site fill soils Sales, Activity & Fitness Buildings Project No 1916-A08 MarBnsa Resort. Carisbad. CA Lo° 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 widiin the maximum explored depth of 50 feet below existing grade Geotechnical reports by Leighton and Associates, Inc reported localized perched groundwater encountered during their investigation and the subsequent mass grading at elevation between the terrace deposits and the underlying Santiago Formation During our investigation the underlying Santiago Formation was not encountered The perched groundwater would have no impact on the proposed development. However, it is possible that transient oversaturated ground conditions at shallower depths could develop at a latei time due to periods of heavy precipitation, landscape watering, leaking water hnes, or other unforeseen causes. DISCUSSION OF GEOLOGIC AND SEISMIC HAZARDS Faulting and Seismicity Faults are one of the most widespread geologic hazards to development m California 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 m 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 MarBnsa Resort, Carlsbad. CA Log No 11-1409 Other active faults which could cause ground shaking at the site include the offshore Newport- lnglewood Fault, located approximately 11 6 km to the northwest and the offshore Coronado Bank Fault, located approximately 21 1 km to the southwest Liquefaction Potential Liquefaction involves the substantial loss of shear strength in saturated soil, when subjected to impact by seismic or dynamic loading This usually occurs within a uniform fine-grained soil, with loose relative density, and low confining pressures Liquefaction potential has been found to be greatest when the groundwater level is within 50 feet from the surface and loose fine sands or silts occur withm 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, underlain by Santiago Formation Due to the medium dense to very dense nature of the documented fill and the underlying formation unit, liquefaction potential at the site is negligible Landslide, Mudflow and Flooding Landslide, mudflow and flooding are not considered a significant hazard at the site due to the absence of ascending slopes, valleys and rivers in the vicinity area A review of the available Landslide Hazard Maps (DMG Open-File Report 95-04) indicates no mapped landslide within the project site Ground Rupture No known active or potentially active faults, with known surface traces, cross the site Therefore, the potential for ground mpture due to faulting is considered to be negligible Seismic Setdement 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 m greater degree of densification The project site is underlain by very dense formational unit that is Sales, Activity & Fitness Buildings MarBrisa Resort. Carisbad, CA Project No I916-A08 Log No 11-1409 considered not subject to setdement 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 overlying non-liquefiable soils tend to break into blocks, which then may tilt and move laterally over the hquefiable 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 consideied 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 cedculate the CBC site specific design parameters as required by the 2010 California 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 m accordance with Section 1613.5 of the 2(X)7 California Building Code are tabulated below Ground Motion Parameter Value 2007 CBC Refereace Ss 1.252g Section 1613.5 1 SI 0473g Section 1613 5 1 Site Class D Table 1613 5 2 F, 10 Table 1613 5 3(1) Fv 1 527 Table 1613.5 3(2) SMS 1 252g Section 1613 5 3 SMI 0 722g Section 1613 5 3 SDS 0 835g Section 1613.5.4 SDI 0 481g Section 1613 5 4 Sales, Activity & Fitness Buildings Project No 1916-A08 MarBnsa Resort. Carlsbad CA Log No 11-1409 SUMMARY AND CONCLUSIONS General Considerations Given the findings of the investigation, the proposed project appears to be feasible from a geologic and geotechnical standpoint, provided the recommendations presented in this report are fully incorporated into the design and constmction of the project. Specific conclusions pertaining to geologic conditions are summarized below Excavation CharacterisUcs 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 Potential Geneially, the engineered fill and terrace deposits possess a very low expansion potenUal As a result, the on-site soils are considered suitable for use as compacted fill within the project site Cut/Fill Transition Conditions With the varying thickness of documented fill of between 2 and 18 feet, it is anticipated 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 properly compacted fill A nunimum 2 feet of compacted fill is recommended below bottom of footings This rmnimum 2 feet compacted fill requirement should extend across the entire buildmg pad and at least 5 feet beyond building footprint Corrosivity Corrosion senes 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 sods However, it is recommended that Type n cement to be used for all concrete 8 Sales, Activity & Fitness Buildings Project No 1915-AOS MarBnsa Resort. Carlsbad, CA Log No 11-1409 The corrosion potential of the on-site soil is moderate to high and considered to impact underground ferrous metals The actual corrosive potential is determined by many factors m 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-deformation characteristics and shear strength of the onsite soils. In addition to the recommendations m this section, additional general earthwork and grading specifications are included in Appendix E Site Grading Recommendations Site Preparation Current improvements within proposed development include tennis court, plants and underground utilities Prior to the start of any grading, all of these existing improvements should be removed and utilities be relocated. Temporary Excavation We anucipate temporary excavation for the basement level would not exceed 15 feet below existing grade Temporary vertical excavations of up to 4 feet deep for the on-site fill and terrace deposits would be generally stable Excavation beyond 4 feet deep should be benched or sloped back not steeper than 1 1 (horizontal vertical) up to a maximum height of 15. Beyond 15 feet high temporary slopes should have an inclination of between 15 1 and 2 1 The on-site terrace deposits material and fill soil should be classified as Type C soil. Sales, Activity & Fitness Buildings Project No 1916-AOS MarBnsa 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 matenals anticipated to be used in new fill slope grading consist of the onsite soii derived from the cutting of die 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 depth of 2 feet below lowest adjacent grade into firm soil Benching into the existing slope should be performed simultaneously during the 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 Activity and Fitness Buildings - A cut/fill transition condiUon could be anticipated within building pads For uniform soil bearing support and to eliminate cut/fill transition condition, it is recommended that grading for the building to include removal and recompaction of the existing soil to a depth of at least 2 feet below bottom of footing elevation Future Swimming Pools and Villas - Likewise with the above proposed 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 within building pads, it should be removed and replaced with available onsite soil with low expansion potential The depth of removal and replacement of highly expansive clay should be at least 3 feet below bottom of footing for buUdings and at least 5 feet below bottom of slab for swimnung pool The removal and replacement should extend at least 5 feet beyond stmcture footpnnt 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 scanfied 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 matenals should be placed in thin lifts not more than 8 inches and compacted Material should be moisture- conditioned and processed as necessary to achieve a uniform moisture content at near optimum moisture to achieve adequate bonding between lifts and compaction. Fill surfaces and finished subgrades should not be allowed to dry and should be maintained in a moist condition or scanfied pnor to placing additional fill Fill soils outside stmcture and under vehicular pavement should be compacted to at least 90 percent relative compaction. However, the 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 b^kfill soil should be at least 2 percent above optimum moisture content Import Fill Matenal 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 m contact with concrete or buried metal pipes a standard corrosion senes test should be performed Foundation The recommendations and design criteria aie "minimum", in keeping with the current standard-of- practice They do not preclude more restnctive cntena by the governing 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 properly compacted fill Conventional continuous or isolated footings are considered suitable for stmctural support founded on engineered fill Allowable soil bearing capacity for continuous or isolated footing with a minimum width of 2 feet are the following 11 Sales, Activity & Fitness Buildings Project No 1916-A08 MarBnsa Resort. Carlsbad. CA Log No 11-1409 Embedment Below Lowest Adiacent Grade Allowable Soil Bearing Values 2 feet 5,000 psf 3 feet 6,500 psf 4 feet 8,000 psf (maximum) The above allowable bearing values may be increased by one-third where wind or seismic loads are considered in combination with dead and/or live loads. Minimum horizontal setback distance from the face of slopes for all building footings should be H/2, where H is the slope height, with a maximum of 15 feet along 2 1 slopes This distance is measured from the outside edge of the footing, horizontally to the face of slope. Lateral Resistance Lateral forces may be resisted by fnction on the base of foundations, and passive earth pressure on the sides of the portions of foundations or shear keys beanng against competent native foimation 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 beanng against compacted engineered fill Settlement , For design consideration, a maximum settlement of at least l-inch with a differential settlement of 1/2-inch in a span of 40 feet should be incorporated Interior Slab-On-Grade Interior slab-on-grade should be designed for the actual applied loading conditions expected The stmctural engineer should size and reinforce slabs to support the expected loads utdizing 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 utihzed in design Based on geotechnical consideration, intenor slab should be a minimum of 5 inches Appropnate slab reinforcement should be designed by the project stmctural engineer based upon low expansion potential 12 Sales, Activity & Fitness Buildings Project No 1916-AOS MarBnsa Resort. Carlsbad, CA Log No 11-1409 Floor slabs should be underlain by a capillary break material consisting of at least 4 inches thick clean sand. In moisture sensitive flooring areas, such as carpeted or linoleum covered areas, a 10- mil visqueen moisture barrier or equivalent should be installed midheight within the capillary break material Altematively, a Stego Wrap moisture barrier or equivalent may be installed following manufacturers recommendations The sand should be moistened just pnor to the placing of concrete Concrete is a ngid britUe material that can withstand very little strain before cracking Concrete, particularly extenor hardscape is subject to dimensional changes due to vanations in moisture of the concrete, variations m temperature and applied loads It is not possible to eliminate the potential for cracking in concrete; however, cracking can be controlled by use of joints and reinforcing Joints provide a pre-selected location for concrete to crack along and release strain and reinforcement provides for closely spaced numerous cracks in heu of few larger visible cracks Extenor 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 diese pressures depends on the amount of deformation that die 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 undei the applied load, the sheai sUengdi of the soil cannot be mobilized and the earth pressure wdl 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, the recommended equivalent fluid pressure for each case for walls founded above the static ground water table and backfdied with on-site soils (expansion index less dian 20) IS provided below. Retaining wall backfill should be compacted to at least 90 percent relative 13 Sales, Activity & Fitness Buildings MarBrisa Resort. Carlsbad. CA Project No 1916-A08 Log No 11-1409 compaction (based on ASTM Test Method D1557) Recommended pressures are tabulated below Equivalent Fluid Weight (pcf) Condition Level 2 1 (H-V) Slope Active 33 60 At-Rest 55 80 Passive 350 (Maximum of 3 ksf) 150 (Sloping Down) Soil resistance developed against lateral stmctural movement can be obtained from the passive pressure value provided above Further, for sliding resistance, a friction coefficient of 0.33 may be used at the concrete and soil interface. The passive pressure and the friction of resistance could be combined without reduction. In addition, the lateral passive resistance is taken into account only if It is ensured that the soil against embedded stmctures wdl remain intact with time Drainage of backfill behind walls may be provided by a vertical layer of Miradrain 6200 with Mirafi 140 Geofabric, or equivalent, placed at the back of the 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 ft'Vhnear foot of 3/4-inch down open-graded gravel, enveloped in Mirafi 140 Geofabnc Filter or equivalent, with the pipe being 3+ inches above the trench bottom; a gradient of at least 1 % being provided to the pipe and trench boUom, discharging into suitably protected outlets Alternatively low-retaining walls (less than 5 feet retained) may use weep holes Preliminary Pavement The preliminary pavement sections presented below are based on the R-value of the upper on-site sod (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 matenal after completion of grading Where the pavement is subject to repeated tuming stress (i e Trash Enclosures Aprons) the pavement should be Portland cement concrete. 14 Sales, Activity & Fitness Buildings MarBrisa Resort Carlsbad. CA Project No 1916-AOS Log No 11-1409 Pavement Loading Condition Traffic Index AC Thickness Class II Base Thickness Auto Parbng Areas 45 4 0 inches 4 0 inches Auto Driveways 50 4 0 inches 4.0 inches Light Duty Tmck Driveways 6.0 4.0 inches 9.0 inches Moderate Duty Tmck Dnveways 70 4 0 inches 11.0 inches All fill under pavement should be compacted to at least 90 percent relative compaction widi exception of the upper 12 inches. Prior to the placement of base material, the upper 12 inches of pavement subgrade should be scarified; moisture conditioned and compacted to a rmnimum 95 percent relative compaction based on Test Method ASTM D1557 Aggregate base material should conform to Caltrans Standard Specifications Section 26 (Class 2) or the Standard Specification for Public Works Constmction (Cmshed Aggregate Base or Cmshed Miscellaneous Base) and should be compacted to a minimum 95 percent relaUve compaction based on Test MeUiod 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. Recommended concrete mix should be at least 3,500 psi It IS recommended diat 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 compaction based on Test Method ASTM D1557 Constmction Considerations Moisture Sensitive SoilsAVeather 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 m the soil strength and support capabilities In addition, soils that become wet may be slow to dry and thus significandy retard the progress of grading and 15 Sates, Activity & Fitness Buildings Project No 1916-AOS MarBnsa Resort Carlsbad. CA Log No 11-1409 compaction activities. It wdl, therefore, be advantageous to perform earthwork and foundation constmction activities during dry weather Much of the on-site sods may be susceptible to erosion during penods of inclement weather. As a result, the project Civd 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 the maximum explored depth of 50 feet below existing grade It should be noted, however, that variations m the ground water table may result from fluctuation in the ground surface topography, subsurface stratification, precipitation, irrigation, and other factors that may not have been evident at the time of our exploration Seepage sometimes occurs where relauvely 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 infiltration of surface water around and underneath the building Finish grades should be sloped away from the building Excavations It IS mandated by federal regulation that excavauons, like utdity trenches, basement excavation or foundation excavations, be constmcted in accordance with 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 sod 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 excavaUon depth, exceed those specified in local, state, and federal safety regulations. 16 Sales, Activity & Fitness Buildings Project No 1916-.A08 MarBnsa Resort. Carlsbad. CA . Log No 11-1409 Utility Trenches Except where extending perpendicular under proposed foundations, utdity trenches should be constmcted outside a M projection from the base-of-foundations Trenches for utility hnes under stmctures should be properly backfilled and compacted Utilities should be bedded and backfilled with approved sand or granular material to a depth of at least 1-foot ovei the pipe. Sand bedding matenal should be moisture conditioned and properly compacted Compaction by jetting is not allowed The remainder of die backfill may be typical on- site soil or imported soil which should be placed in lifts not exceeding 8 inches in thickness, watered or aerated close to optimum moisture content, and mechanically compacted to at least 95 percent (under 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 considerations to nunmuze discharging or ponding of water near the foundation line For earth areas, a nunimum 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 infiltrating the soil beneath stmctural foundation Plan Review The geotechnical and geological consultants should be retained to review grading and foundation plans and specifications to ascertain conformance with site conditions and recommendations presented herein Geotechnical Observation/Testing The geotechnical and geological consultants should be retained to perform on-site constmction observations and testing to ascertain that conditions correspond to the findings and conclusions presented herein and that constmction conform generally to the recommendations presented herein 17 Sales Activity & Fitness Buildings Project No 19i6-A08 MarBnsa Resort. Carlsbad. CA Log 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 foundation and retaimng wall footing excavation prior to placing concrete ® During processing and compaction of the subgrade for the access and parking areas and pnor to construction of pavement sections. It IS the responsibility of the contractor to coordinate all inspections and testing required by this firm or by other regulatory agencies. LIMITATIONS The analyses, conclusions, and recommendaUons contained in this report are based on site conditions as they existed at the time of our investigation and further assume the explorauons to be representative of the subsurface conditions throughout the site If different subsurface conditions are observed durmg constmction, we should be promptly notified for review and reconsideration of our recommendations This report was prepared for the exclusive use and benefit of the owner, architect, and engineer for evaluating the design of the facilities as it relates to geotechnical aspects It should be made available to prospective contractors for information on factual data only, and not as a warranty of subsurface condmons included in this report. Our investigation was performed using the standard of care and level of skill ordinarily exercised under similar circumstances by reputable soil engineers and geologists currently pracUcing in this or similar localities No other warranty, express or implied, is made as to the conclusions and professional advice included m this report. 18 Klsth W ' • •« Sch It • • VaUuy r' • ,lr High ,Sch* • ' H Evans PiSint SITE LOCATION E SITE LOCATION MAP SALES, ACTIVITY & FITNESS BUILDINGS Project No. 1916.A08 Date: NOV. 2011 FIGURE 1 MTGL, INC. Legend: B-6 Approximate Location of Boring BORING LOCATION PLAN SALES, ACTIVITY & FITNESS BUILDINGS Project No. 1916-A08 I Date: NOV. 2011 | FIGURE 2 ^^^^^^^^^^^^^^^ 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, California 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 California, Alquist-Priolo Earthquake Fault Zoning Act with Index to Earthquake Fault Zones Maps, California Department of Conservation, California Geological Survey, Special Publication 42 Jennings, C W., 1994, Fault Activity Map of California and Adjacent Areas, Califomia Division of Mines and Geology. Scale 1.750,000 Califomia Department of ConservaUon, Division of Mines and Geology, Geologic Map of the Northwestem Part of San Diego County, California, DMG Open-File Report 96-02 Scale 1:24,000 Califomia Department of Conservation, Division of Mines and Geology, Recent Failures, Ancient Landslides, and Related Geology of die North-Central Coastal Area, San Diego County, California by F Harold Weber, Jr, 1982, DMG Open-File Report 82-12, Scale 1 24,0(X3. U.S Geological Survey, Topographic Map of the San Luis Rey Quadrangle, Califomia-San Diego County, 7 5-Minutc Series (Topographic), 1997, Scale 1:24,000 California Department of Conservation, Division of Mines and Geology, 1995, Landslide Hazards in the Nordiem Part of the San Diego Metropolitan Area, San Diego County, CA, DMG Open-File Report 95-04, Landslide Hazard Identification Map No 35 California Department of Conservation, Division of Mines and Geology, The Rose Canyon Fault Zone , Southem California, 1993, DMG Open-File Report 93-02. California Building Standards Commission, 2007 Califomia Building Code, California Code of Regulations, Title 24, Part 2, Volume 2 of 2 Department of the Navy, Naval Facilities Engineering Command, 1982, Foundations and Earth Stmctures, NAVFAC DM-7 2 Department of the Navy, Naval Facilities Engineenng Command, 1982, Soil Mechanics NAVFAC DM-7 I Leighton and Associates, Inc., 2005, Gteotechnical 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 APPENDIX B FIELD EXPLORATION PROGRAM On October 6, 2010, six exploratory borings were drilled utilizing 6-inch diameter hollow stem auger drilled to a depth of between 20 and 50 feet below existing site grade Samples were obtained with the Standard Penetration Test (SPT) sampler, CAL Sampler and a bulk sample, as appropnate The approximate location of the borings are shown on the Bonng Location Plan, Figure 2, attached The field exploration was performed 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 m general accordance with the Unified Soil Classification System (see Key to Logs, Figure B-0). Subsurface conditions are summarized on the Bonng Logs, Figures B-1 and B-5 The soils were classified based on field observations and laboratory tests DEFINITION OF TERMS PRIMARY DIVISIONS SYMBOLS SECONDARY DIVISIONS n 2 _i cr Ul o o CM d Z IU < CO a Ul ec < (0 GRAVELS MORE THAN HALF OF COARSE FRACTION IS LARGER THAN NO. 4 SIEVE SANDS MORE THAN HALF OF COARSE FRACTION IS SMALLER THAN NO. 4 SIEVE CLEAN GRAVELS (LESS THAN 8% FINES) .0 GW GRAVEL WITH FINES CLEAN SANDS (LESS THAN 5% FINES) SANDS WITH FINES Well graded gravete. flravel-sand mixtures, little or no ftoes. GP Poorly graded gravels or gravel-sand mixtures, littis or no fines. GM Silty gravsta. graveh-sand-sHt mixtures, non-plssttc fines. 00 Clayey gravels, gravel-sand-clay ntfxtures. plastic fines. SW Well graded sands, gravelly sands, littis or no fbies. SP Poorly graded sands or gravelly sands, little or no fines. SM Silty sands, sand-sin mixtures, non-plastic fines. SC Clayey sandq, sand-clay mixtures, plastic fines. (0 -J u. 5° Ul ir N UJ CO liu, < > O) CO CO o — o SILTS AND CLAYS LIQUID LIMIT IS LESS THAN 60% ML Inorganic silts and very fine sands, rock flour, silty or clayey fine sands or clayey silts with slight plasticity CL K < Ul LL O oe z UJ fc ^ < < S X SILTS AND CLAYS LIQUID LIMIT IS GREATER THAN 60% Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, lean clays. OL Organic silts and organic silty clays of low plasticity. MH inorganic silts, micaceous or diatomaceous fine sandy or silty soiis, eiastic silts. CH Inorganic clays ot high plasticity, fat clays. OH Organic clays of medium to l)lgh ptasticity. organic silts. HIGHLY ORGANIC SOILS Pt Peat and other highly organic soils. GRAIN SIZES SILTS AND CLAYS SAND FINE MEDIUM COARSE GRAVEL FINE COARSE COBBLES BOULDERS 200 40 10 4 U.S. STANDARD SERIES SIEVE 3/4* 3* 12' CLEAR SQUARE SIEVE OPENINGS m GROUND WATER LEVEL OR GROUND WATER SEEPAGE. LOCATION OF SAMPLE TAKEN USING A STANDARD SPLIT TUBE SAMPLER. 2- INCH O.D.. l-S/e-INCH 1.0. DRIVEN WITH A 140 POUND HAMMER FALLING 30-INCHES. LOCATION OF SAMPLE TAKEN USING A MODIFIED CALIFORNIA SAMPLER, 3- 1/8-INCH O.O., WITH 2-1/2-INCH 1.0. LINER RINGS. DRIVEN USING THE WEIGHT OF KELLY BAR (LARGE DIAMETER BORINGS) OR USING A 140 POUND HAMMER FALLING 30-INCHE8 (SMALL DIAMETER BORING).' LOCATION OF SAMPLE TAKEN USING A 3-iNCH O.D. THIN-WALLED TUBE SAMPLER (SHELBY TUBE) HYORAULICALLY PUSHED. LOCATION OF BULK SAMPLE TAKEN FROM AUGER CUTTINGS. KEY TO LOGS - UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D-2487) JOB NO.: 1915A08 NOV 2011 FIGURE: g ^ DATE OBSERVED Oct. 6, 2011 (•'ETHOD OF DRILLING 8" Hollow Stem Auger LOGGED BY ECD GROUND ELEVATION ±168' LOCATION See Figure 2 in S o PQ 01 H S § Q, " BORING NO B-1 DESCRIPTION SOIL TEST 10 15 20 25 30 35 40 SB-1 SB-2 36 52 135 125 SB-3 76 93 SS-1 54 11 8 SS-2 56 104 SS-3 49 134 SS-4 55 10 4 FILL. Silty Sand (SM), orange-brown, moist, medium 122 9 120 4 dense, trace clay Grades to dense Corrosivity R-value Gradation Direct Shear Consolidation TERRACE DEPOSITS- Silty Sand (SM), orange-brown, 124 1 moist, very dense, mix yellow-brown color, trace ciay Grades with mix grey color Grades with dark brown color Grades to dense Grades to very dense Bonng Terminated at 30 Feet No Groundwater Encountered Borehole Backfilled on 10/6/2011 Project No. : 1916A08 LOG QF BORING Figure B-1 DATE OBSERVED LOGGED BY ECD Oct. 6,2011 METHOD OF DRILLING 8" Hollow Stem Auger GR013ND ELEVATION ±190 LOCATION See Figure 2 Izl ta BORING NO B-2 DESCRIPTION SOIL TEST 10 15 20 25 30 35 40 SB-1 SB-2 38 48 SB-3 65 SS-1 24 SS-2 37 12 1 135 132 102 82 124 8 126 2 123 8 FILL. 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 Max Dansity Expansion Index Corrosivity Direct Shear Consolidation Grades to medium dense Grades to dense Bonng Terminated at 20 Feet No Groundwater Encountered Borehole Backfilled on 10/6/2011 Project Ho. 1916A08 LOG OF BORING Figure B-2 DATE OBSERVED LOGGED BY ECD Oct 6, 2011 METHOD OF DRILLING 8" Hollow Stem Augef GROUND ELEVATION ±215' LOCATION See Figure 2 m ca 0. S o m in w Ol s ts. Ui > p 3K s i BORING NO B-3 DESCRIPTION SOIL TEST 10 IS 20 25 30 35 40 SB-1 SB-2 SB-3 SB-4 SS-1 SS-2 39 105 36 80 48 45 SS-3 25 143 8 1 11 7 94 10 1 97 93 123 132 8 125 8 131 9 FILL Silty Sand (SM), orange-brown, moist, medium dense, trace clay Mix with dark brown color, very dense R-value Grades to medium dense TERRACE DEPOSITS Silty Sand (SM), orange-brown. moist, very dense, trace clay Grades to dense Grades to medium dense Bonng Terminated at 30 Feet No Groundwater Encountered Borehole Backfilled on 10/6/2011 Project Ho : 1916A08 LOG OF BORING Figure B-3 DATE OBSERVED LOGGED BY Oct 6,2011 METHOD OF DRILLING 8" Hollow Stem Auger ECD GROUND ELEVATION ±215' LOCATION See Figure 2 ta § m o Oi ^ o " Q BORING NO B-4 DESCRIPTION SOIL TEST SS-1 15 10 SS-2 22 15 SS-3 50/5" 20 SS-4 72 25 SS-5 37 30 SS-6 47 35 SS-7 47 40 SS-8 45 FILL Silty Sand (SM), brown, moist, medium dense, trace clay 103 11 2 Grades to mix yellow-brown and orange-brown color Max Density Expansion Index Corrosivity 74 Grades to very dense TERRACE DEPOSITS- Silty'Sand (SM), moist, orange- brown, very dense, trace clay 85 87 Grades to dense 10 2 85 95 continuation Figure B-4A ProgeotHo.: 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' LOCATION See Figure 2 s m UJ 0. > " i u * Ul G w BORING NO B-4 DESCRIPTION SOIL TEST 40 SS-8 45 9 5 TERRACE DEPOSITS Silty Sand (SM), orange-brown, 45 SS-9 57 98 moist, dense, trace clay Grades fo gravel inclusions, very dense 50 SS-10 50/3" 57 Bonng Terminated at 50 Feet No Groundwater Encountered Borehole Backfilled on 10/6/2100 55 60 65 70 75 80 Project No.. 1916A08 LOG OF BORING Figure B-4A DATE OBSERVED Ocl. 6,2011 METHOD OP DRILLING 8" Hollow Stem Auger LOGGED BY ECD GROUND ELEVATION ±215' LOCATION See Figure 2 8 s o ta us > a ^ n U4 BORING NO B-5 DESCRIPTION SOIL TEST 10 15 20 25 30 35 40 SB-1 SB-2 SB-3 SB-4 SB-5 SS-1 SS-2 SS-3 SS-4 41 47 39 37 50/4" 34 57 60 70 82 132 138 11 6 104 10 1 104 99 79 123 5 123 4 123 4 124 6 1229 FILL Silty Sand (SM), orange-brown, moist medium dense, trace clay Gradation Grades to mix dark brown color Gradation Direct Shear Consolidation TERRACE DEPOSITS- Silty Sand (SM), moist, orange- brown, very dense, trace clay Grades fo dense Grades to very dense Bonng Terminated at 40 Feet No Grounwater Encountered Borehole Backfilled on 10/6/2011 Project No.: 1916A08 LOG OF BORING Figure B-5 DATE OBSERVED LOGGED BY ECD Oct. 6,2011 METHOD OF DRILLING 8" Hollow Stem Auger GROUND ELEVATION ±215' LOCATION See Figure 2 Oi Kl 01 cu E-i 8 ta > BORING NO B-6 DESCRIPTION SOIL TEST 10 15 20 25 SB-1 SB-2 SB-3 SB-4 SS-1 FILL Silty Sand (SM), orange-brown, moist, medium 53 43 11 2 128 3 dense to dense, trace clay MIX with dark brown color Max Density Expansion Index Conosivity Gradation 12 9 1221 35 108 121 4 Direct Shear Consolidation TERRACE DEPOSITS: Silty Sand (SM), orange-brown. moist, very dense, trace clay 90 92 125 4 37 98 Grades to dense 30 SS-2 55 86 Grades to very dense Bonng Terminated at 30 Feet No Groundwater Encountered Borehole Backfilled on 10'6/2011 35 40 Project No.! 1916A08 LOG OF BORING Figure B-6 APPENDIX C LABORATORY TESTING PROCEDURES GENERAL The results of laboratory testing are discussed and presented in this appendix MOISTURE/DENSITY Determinations of m situ moisture content and dry density were performed on selected undisturbed samples Soil moisture content determinations were performed according to the ASTM D 2216 The dry density of soil was determined on CAL samples in general accordance with ASTM D2937. Results of tiiese tests are presented on the boiing logs. Figures B-1 through B-2, in Appendix B. CLASSIFICATION The Unified Soil Classification System was utilized for visual (ASTM D2488) and laboratory (ASTM D2487) classifications of soils encountered GRADATION The sieve analysis of selected soil samples was performed in accoidance with ASTM D422 and results are presented in Figures C-1 to C-5 MAXIMUM DENSITY A maximum density test was performed on a representative bag sample of the near surface soils m accordance with ASTM D1557 The test results are shown below. Location Maximum Di^' Density (pcf) Optimum Moisture Content (%) | B-2 @ 8'- 12' 130.5 83 B-4 @ 8' -12' 134 2 8.5 B-6 @ 5' -9' 131 3 97 --- - DIRECT SHEAR Direct shear tests were performed in general accordance with ASTM D3080-98. Direct shear tests were performed on undisturbed soil samples Test results are as follows Location Cohesion Angle of Intemal . ' (PSF) Friction (Deg.) 1 B-1 @ 5' 435 38 B-2 @ 10' 1003 40 B-5 @ 15' 1004 35 B-6 @ 15' 66 44 EXPANSION JNDEX Expansion Index testing was completed in accordance with ASTM D4829 Test results are presented m the followmg 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-1 @ l'-5' 68 0 032 1,460 1 B-2 @ 8'- 12' 6.7 0 021 1.694 B-4 @ 8' -12' 66 0011 1,781 B-6 @ 5' -9' 67 0.010 2,080 CONSOLIDATION Consolidation test was performed on representative, relatively undisturbed sample of the underlying soil to determine compressibility charactenstics in accordance with ASTM D2435 Test result is presented on Figure C-6 to C-9 R-VALUE R-value testing was performed on existing upper on-site soil withm proposed pavement ai^eas California Depailment of Transportation (Caltrans) Test Method 301 was used to determine exudation and expansion values Location R- Value B-i@ r-5' 25 B-3 @ l'-5' 48 Particle Size Distribution Report 0.001 GRAIN SIZE - mm. % +3" % Gravel Coarse Fine % Sand Coarse Medium Fine % Fines Silt Clay 0.0 0.0 0.6 0,9 35.7 46.4 16.4 SIEVE PERCENT SPEC* PASS? SIZE FINER PERCENT (X>NO) .375 100.0 #4 99.4 #10 98.5 #20 94,9 #40 62.8 #60 37,2 #100 24,2 #200 16.4 Material DescriDtion PL=: Atterberq Limits LL= Pl= DQn= 0.7318 D5o= 0.3338 DlO= Coefficients DQ5= 0.6501 D3o= 0.1986 Dfin= 0.4038 Dl5= USCS= Classification AASHTO= Remarks (no specification provided) Sample Number: B-1 Depth: 5' Date: 10/24/11 IVITGL, Inc. Anaheim, CA Client: Project: SALES / HTNESS BUILDING - MARBRISA PHASE 2 Proiect No: 1916-A08 Figure C-1 Tested By: JH_ Checked By: ED_ Particle Size Distribution Report _ O OOOO * T- Ci n ^ XD GRAIN SiZE - mm. 0.001 % +3" % Gravei Coarse Fine % Sand Coarse Medium Fine % Fines Silt Clay 0.0 0.0 3.4 27. 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 Material Description PL= Atterbera Limits LL= Pl= •90= 1.7910 •50= 0.2834 Dio= Coefficients D85= 0.7921 D30= •60= 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 / HTNESS BUILDING - MARBRISA PHASE 2 Project No: 1916-AOS Figure C-2 Tested By: JH_ Checked By: ED_ Particle Size Distribution Report 100 90 80 70 60 50 40 - \ -4 ''X 30 20 10 0 li i i: 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 0,0 0.0 16,6 49.0 34.4 SIEVE PERCENT SPEC* PASS? SIZE FINER PERCENT (X=NO) #4 100.0 #10 100.0 #20 98.9 #40 83.4 #60 59.2 #100 42.8 #200 34.4 Material DescriDtion PL= Atterbera Limits LL= Pl= •90= 0.5158 •50= 0.1958 Dl0= Coefficients •85= 0.4427 D30= •60= 0.2545 Dl5= USCS= Classification AASHTO= Remarks (no specification provided) Sample Number: B-4 Depth: 10' Date: 10/24/11 MTGL, Inc. Anaheim, CA Client: Project: SALES / HTNESS BUILDING - MARBRISA PHASE 2 Project No: 1916-A08 Figure C-3 Tested By: JH_ Checked By: ED_ oc Ul z iX! Ul O OC UJ a. Particle Size Distribution Report ass s iii % +3" % Gravel Coarse Fine GRAIN SIZE - mm. % 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 DescriDtion PL= Atterbera Limits LL= Pl= •90= 0.5460 •50= 0.1925 D10= Coefficients •85= 0.4645 D30= Ou- •60= 0.2546 gl5= Oc- USCS= Classification AASHTO= Remarks (no specification provided) Sample Number: B-5 Depth: 15' Date: 10/24/11 MTGL, Inc. Anaheim, CA Client: Project: SALES / HTNESS BUILDING - MARBRISA PHASE 2 Proiect No: 1916-AOS Figure C-4 Tested By: _JH. Checked By: ED_ Particle Size Distribution Report GRAIN SIZE - mm. % +3" % Gravel Coarse Fine % Sand Coarse Medium Fine % Fines Siit Clay 0.0 0.0 0.0 0.4 22.1 52.3 25.2 SIEVE PERCENT SPEC* PASS? SIZE FINER PERCENT {X=NO) #4 100.0 #10 99.6 #20 98.0 #40 77.5 #60 52.5 #100 35.0 #200 25.2 Material Description PL= Atterbera Limits LL= Pl= •90= 0.5952 •50= 0.2359 DlO= Coefficients •05= 0.5127 •30= 0.1156 Cu= •60= 0.2941 Dl5= Oc- USCS= Classification AASHTO= Remarks (no specification provided) Sample Number: B-6 Depth: 15' Date: 10/24/11 MTGL, Inc. Anaheim, CA Client: Project: SALES / HTNESS BUILDING - MARBRISA PHASE 2 Proiect No: 1916-AOS Figure C-5 Tested By: JH_ Checked By: ED_ -0 4 100 CONSOLIDATION TEST REPORT 200 500 1000 2000 Applied Pressure - psf 5000 Natural at Moist Dry Dens (pcf) LL PI Sp Gr Overburden (psf) (psf) Swell Press (psf) CIpse 4163 0 1 MATERIAL DESCRIPTION USCS AASHTO Project No. 1916-A08 Client Project: SALES / FITNESS BUILDING - MARBRISA PHASE 2 Source: Sample No.: B-1 ElevyPepth: 5' MTGL, Inc. Anaheim, CA Remarks: Figure C-6 00 04 08 1 2 1 6 c £5 55 c 20 <!) CJ CD •L 24 28 32 36 CONSOLIDATION TEST REPORT WATER ADDED V \ 100 20Q 500 1000 2000 Applied Pressure - psf 5000 Natural Sat Moist Dry Dens (pcf) LL Pl Sp Gr Overburden (psf) (psf) Swell Press (psf) CIpse % 1249 02 MATERIAL DESCRIPTION USCS AASHTO Project No. 1916-A08 Client: Project: SALES / HTNESS BUILDING - MARBRISA PHASE 2 Source: Sample No.: B-2 EleviPepth: 10' MTGL, Inc. Anaheim, CA Remarks: Figure C-7 CONSOLIDATION TEST REPORT 1000 Applied Pressure - psf Natural Sat Moist Dry Dens (pcf) LL PI Sp Gr Overburden (psf) (psf) Swell Press (psf) Swell % 2693 1108 MATERIAL DESCRIPTION USCS AASHTO Project No. 1916-A08 Client: Project: SALES / HTNESS BUILDING - MARBRISA PHASE 2 Source: Sample No.: B-5 ElevyOepth: 15' MTGL, Inc. Anaheim, CA Remarks: Figure C-8 -0 5 00 05 1 0 1 5 c CO cn S 20 0) cu a. CONSOLIDATION TEST REPORT TX WATER ADDED 25 30 3 b 100 200 500 1000 Applied Pressure - psf 2000 5000 Natural it Moist Dry Dens (pcf) LL PI Sp Gr Overburden (psf) (psf) Swell Press (psf) CIpse ©0 2559 MATERIAL DESCRIPTION USCS AASHTO Project No. 1916-A08 Client: Project: SALES / HTNESS BUILDING - MARBRISA PHASE 2 Source: Sample No.: B-6 ElevJDepth: 15' MTGL, Inc. Anaheim, CA Remarks: Figure C-9 APPENDIX D ENGINEERING and SEISMIC ANALYSIS General The details of the engineering analyses performed as part of this investigation are discussed in this section Seismicity Seismic design values were computed based on site coordinates of N33 13199 and Wll 7.31241 The nearest active fault computed by the Thomas Blake EQFAULT program is the Rose Canyon Fault, located approximately 8 5 km southwest of the site The deterministic analyses are attached The ground motion values denved from the 2010 California Building Code (CBC), Title 24 were obtained from the Java Ground Motion Parameter Calculator, Version 5 1 0 and is attached Based upon the results of the exploratory borings, the project site is assigned to Site Class D. CALIFORNIA FAULT MAP Test Run 1100 1000 -- 900 -- 800 -- 700 -- 600 500 -- -100 400 -- 300 200 -- 100 -- -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 308 NUMBER 1916-A08 DATE: 10-21-2011 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 & Bozopgnia C1994/1997) - Alluvium UNCERTAINTY CM=Median, S=Sigma): M Number of Sigmas: 0.0 DISTANCE MEASURE: cdlSt SCOND: 0 Basement Depth: 5.00 km Campbell SSR: 0 Campbell SHR 0 COMPUTE PEAK HORIZONTAL ACCELERATION FAULT-DATA FILE USED: CDMGFLTE.DAT MINIMUM DEPTH VALUE (km): 3.0 Page 1 TEST.OUT EQFAULT SUMMARY DETERMINISTIC SITE PARAMETERS Page 1 APPROXIMATE ABBREVIATED FAULT NAME DISTANCE mi (km) MAXIMUM EARTHQUAKE MAG.CMW) PEAK SITE ACCEL, g EST. SITE INTENSITY 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. IC 33. 9) 7 6 0.218 VIII ELSINORE-TEMECULA 24. 3C 39. 1) 6.8 0.101 VII ELSINORE-JULIAN 24. 3C 39. 1) 7.1 0.129 VIII ELSINORE-GLEN IVY 35. 4C 57. 0) 6.8 0.063 VI PALOS VERDES 37. 8C 60. 8) 7.1 0.075 VII EARTHQUAKE VALLEY 42. 4C 68. 3) 6.5 0.038 V SAN 3ACINT0-ANZA 47. OC 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. 3C 77. 7) 7.1 0.055 VI CHINO-CENTRAL AVE. (Elsinore) 49. 8C 80. 2) 6.7 0.037 V SAN JACINTO-COYOTE CREEK 51.7C 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. OC 93. 3) 6.8 0.032 V ELYSIAN PARK THRUST 60. 9C 98. 0) 6.7 0.028 V SAN JACINTO-SAN BERNARDINO 61. 3C 98. 6) 6.7 0.028 V SAN JACINTO - BORREGO 64. 9C 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. 3C 117. 9) 7.2 0.035 V SIERRA MADRE 74. 3C 119. 6) 7.0 0.027 V CUCAMONGA 74. 6C 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 7C 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 (km) 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- 52 FAULTS FOUND WITHIN THE SPECIFIED SEARCH RADIUS. THE ROSE CANYON 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 SI = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0,Fv = 1 0 Data are based on a 0 01 deg gnd spacing Penod Sa (sec) (g) 0.2 1.252 (Ss, Site Class B) 1.0 0.473 (SI, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.13199 Longitude = -117 31241 Spectral Response Accelerations SMs and SMI SMs = Fa X Ss and SM1 = Fv x S1 Site Class D - Fa = 1.0 ,Fv = 1.527 Penod 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 Accelerations SDs and SDI SDs = 2/3 X SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1 0 ,Fv = 1.527 Penod Sa (sec) (g) 0.2 0.835 (SDs, Site Class D) 1.0 0.481 (SDI, Site Class D) APPENDIX E GENERAL EARTHWORK AND GRADING SPECIFICATIONS APPENDIX E GENERAL EARTHWORK AND GRADING SPECIFICATIONS 1 GENERAL These specificabons 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, inslallahon of subdrains, and excavations The recommendations contained m the attached geotechnical report are a part of the earthwork and grading specifications and shall supersede the provisions contained herein m the case of conflict- Evaluations perfonned by the Consultant dunng the course of grading may result in mw recommenda tions, which could supersede these specifications, or the recommendations of the geotechnical report. 2 EAETHWORK OBSERVATION AND -nSSTING Prior to the start of grading, a q-ualified Geotechnical Consultant (Geotechnical Engineer and Engineering Geologist) shall be employed for the purpose of observing earthwork procedures and testing the fiBs for conformance with the recommendations of the geotechnical report and these speoficatjons. It will be necessary that the Consultant provide adequate testing and observation so that he may determine that the work was accomplished as specified. It shall be the responsibility of the Contractor to assist the Consultant and keep them apprised of work schedules and changes so that he may schedule his personnel accordingly. It shall be tlie sole responsibility of the Contractor to provide adequate equipment and methods to accomplish the work m accordance with applicable grading codes or agency ordinances, these specifications and the approved grading plans. Maximum dry density tests used to determine the degree of compaction will be performed in accordance with the American Soaety for Testing and Materials Test Method (ASTM) Dl557-91 or later revision 3 FKEPAKATION OF AREAS TO BE FILLED Oeanng 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 otiierwise unsuitable ground, extending to such a depth that surface processing cannot adequately improve the condition, shall be overexcavated down lo fll in ground, approved by the Consultant. Moishire conditioning- Overexcavated and processed soils shall be watered, dned-back, blended, and mixed as required to have a relatively uniform moisture content near the optimum moistuie content as determined by ASTM D15S7 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 51 (honzontal to vertical), the ground shall be stepped or benched. Benches shall be excavated m firm matenal for a minimum width of 4 feet 4 HLL MATERIAL General Material to be placed as fill shall be free of organic matter and other deleterious substances, and shall be approved by the Consultant Oversize Oversized material defined as rock, or other iiieducible material with a maximum dimension greater than 12 inches, shall not be buned or placed m fill, unless the location, matenal, and disposal methods are specifically approved by the Consultant Oversize disposal operations shall be such that nesting of oversized material does not occur, and such tliat the oversize material ts completely surrounded by compacted or densified fill Oversize material shall not be placed witfun 10 feet vertically of finish grade or within the range of future utilities or underground construction, unless specifically approved by the ConsulUinl Imporb If importing of fill matenal is required for gradmg, the import material shall meet the general requirements 5 FILL PLACEMENT AND COMPACTION Fill Lifts: Approved fill matenal shall be placed in areas prepared to receive fill in near-horizontal layers not exceeding 6 inches m compacted thickness The Consultant may approve thicker lifts if testing indicates the grading procedures are such that adequate compaction is bemg achieved with Mts of greater thickness Each layer shall be spread evenly and shall be thoroughly mixed durmg spreadmg to attain uniformity of material and moisture in each layer. fill Moisture Fill layers at a moisture content less lhan optimum shall be watered and mixed, and wet fill layers shall be aerated by scanficabon or shall be blended with drier materia! Moisture conditioning and mixing of fill layers shall continue until the fill material is at uniform moisture content at or near optimum. 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 with ASTM D1557 Compaction equipment shall be adequately sized and shall be either specifically designed for soil compaction or of proven reliability, to efficiently achieve the specified degree of compaction FiU Slopes Compactmg on slopes shall be accomplished, m addibon to normal compacting procedures, by backrolling of slopes with sheepsfoot rollers al frequent increments of 2 to 3 feet as the fill is placed, or by other methods producing satisfactory results At the completion of grading, the relative compaction of the slope out to the slope face shall be at least 90 percent in accordance with ASTM D1S57 Compaction resting Field tests to check the fill moistuie and degree of compaction will be performed by the consultant The location and frequency of tests shall be at the consultant's discretion In general, these tests will be take at an interval not exceeding 2 feet in vertical rise, and/or 1,000 cubic yards of fill placed In addition, on slope faces, at least one test shall be taken for each 5,000 square feet of slope face and/or each 10 feet of vertical height of slope 6 SUBDRAIN INSTALLATION Subdrain systems, if required, shall be installed in approved ground to conf orm to tlie approximate alignment and details shown on the plans or herein The subdram location or materials shall not be changed or modified without the approval of the Consultant The Cortsultant, however, may recommend and, upon approval, direct changes in subdram line, grade or matenals All subdrams should be surveyed for line and grade after installation and sufficient hme shall be allowed for the surveys, prior to commencement of fill over the subdrain. 7 EXCAVATION Excavations and cut slopes wiU be examined durmg gradmg If directed by the Consultant, further excavation or overexcavation and refilling of cut areas, and/or remedial gradmg of cut slopes shall be performed Where fill over cul slopes are to be graded, unless otherwise approved, the cut porbon of the slope shall be made and approved by the Consultant pnor to placement of materials for construction of the fill portion of the slope BUILDING ENERGY ANALYSIS REPORT PROJECT: Hilton Marbrisa Resort 5500 Grand Pacific Drive Carlsbad, CA 92008 Project Designer: Nogle Onufer Associates Architects 2398 San Diego Ave San Diego, CA 92110 619-297-8066 Report Prepared by: DEC Engineers, Inc DEC Engineers, Inc 7360 Carroll Road, Ste 100 San Diego, California 92121 858-578-3270 Job Number: Date: 11/6/2012 The EnergyPro computer program has been used to perform the calculations summanzed in this compliance report This program has approval and is authonzed by the California Energy Commission for use with both the Residential and Nonresidential 2008 Buildmg Energy Efficiency Standards This program developed by EnergySoft, LLG - www energysoft com EnergyPro 5 1 by EnergySoft User Number 5151 RunCode 2012-11-06T13 53 25 ID I IU . J TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Nonresidential Performance Title 24 Forms 3 Form ENV-MM Envelope Mandatory Measures 34 Form MECH-MM Mechanical Mandatory Measures 35 EnergyPro 5 1 by EnergySoft Job Number ID User Number 5151 PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 1 of 3) PERF-1 C Project Name H//fon Marbrisa Resort Date 11/6/2012 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone CA Climate Zone 07 Total Cond Floor Area 12,514 Addition Floor Area n/a GENERAL INFORMATION Building Type • Nonresidential • • Relocatable - indicate • High-Rise Residential IZI specific climate zone • Hotel/Motel Guest Room all climates Phase of Construction- 0 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 performance compliance approach The documentation author hereby certifies that the documentation is accurate and comple; Documentation Author Name Christopher Deck Signature Company DEC Engineers, Inc Address 7360 Carroll Road, Ste 100 Phone 858-578-3270 Cily/State/Zip g^^g^^ California 92121 The Principal Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application 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. Please check one ENV. LTG. MECH o • • 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 that I am licensed in the State of California as a civil engineer, mechanical engineer, electrical engineer, or I am a licensed architect I affirm that I am eligible under the provisions of Division 3 ot the Business and Professions Code by section 5537 2 or 6737 3 to sign this document as the person responsible for its preparation, and that I am a licensed contractor performing this work I affirm that I am eligible 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 ^^""^ Russ Onufer Signature Company Nogle Onufer Associates Architects Address 2398 San Diego Ave License # City/State/Zip san Diego. CA 92110 -297-8066 Principal Mechanical Designer Name Chris Deck Signature Company DEC Engineers Inc Date 11/6/2012 Address 7360 Carroll Road. Suite 100 License # M30087 City/State/Zip ^an Diego. CA 92121 Phone 858-578-3270 Principal Ughting Designer Name David Nutter Signature Company Nutter Electncal Design, Inc Date Address 3703 Fa/con St Suite B License # Gity/State/Zip ^an Diego, CA 92103 Phone 619-278-0078 INSTRUCTIONS TO APPLICANT COMPLIANCE & WORKSHEETS (check box if worksheets are included) 13 ENV-1C Certificate of Compliance Required on plans 13 MECH-1 C Certificate of Compliance Required on plans [3 LTG-1C Certificate of Compliance Required on plans 13 MECH-2C Air/Water Side/Service Hot Water & Pool Requirements • LTG-2C Lighting Controls Credit Worksheet 13 MECH-3C Mechanical Ventilation and Reheat • LTG-3C Indoor Lighting Power Allowance El MECH-5C Mechanical Equipment Details EnergyPro 5 1 by EnergySoft User Nuniber 5151 RunCode. 2012-11-06T13-S3-25 ID Page 3 of 35 PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 2 Of 3) PERF-1 C Project Name Date Hilton Marbrisa Resort 11/6/2012 ANNUAL TDV ENERGY USE SUMMARY (kBtu/sqft-yr) Energy Component Standard Design Proposed Design Compliance Margin Heating Space Heating 0 01 0 03 -0 02 Heating Space Cooling 48 04 38 78 9 26 Cooling Indoor Fans 6 46 5 79 0 67 Fans Heat Rejection 0 00 0 00 0 00 Heat Rej Pumps & Misc 0 30 0 30 0 00 Pumps Domestic Hot Water 26 33 21 43 4 90 DHW Lighting 25 17 25 17 0 00 Lighting Receptacle 25 17 25 17 0 00 Receptacle Process 0 00 0 00 0 00 Process Process Lighting 0 00 0 00 0 00 Process Ltg TOTALS 131 47 116 66 14 81 Percent better than Standard 11 3% ( 113% excluding process) BUILDING COMPLIES GENERAL INFORMATION Building Onentation (N) 350 deg Conditioned Floor Area 12,514 sqft Number of Stones 2 Unconditioned Fioor Area 0 sqft Number of Systems 22 Conditioned Footpnnt Area 0 sqft Number of Zones 22 Natural Gas Available On Site Yes Onentation Gross Area Glazing Area Glazing Ratio Front Elevation (N) 1,430 sqft 0 sqft 00% Left Elevation (E) 6,309 sqft 180 sqft 29% Rear Elevation (S) 1,410 sqft 0 sqft 00% Right Elevation (W) 6,414 sqft 1,920 sqft 29 9% Total 15,563 sqft 2,100 sqft 13 5% Roof 4,440 sqft 0 sqft 00% Standard Prescriptive Lighting Power Density Prescriptive Envelope TDV Energy OOOO 285,232 W/sqft Proposed OOOO 333,380 Prescriptive Values for W/sqft Companson only See LTG-1 C for allowed LPD Remarks: EnergyPro 5 1 b'/EnergySoft User Number 5151 RunCode 2012-11-06T13 53 25 ID Page 4 of 35 PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 3 of 3) PERF-1 C Project Name Hilton Marbrisa Resort Date 11/6/2012 ZONE INFORMATION System Name Zone Name Occupancy Type Floor Area (sqft) Inst LPD (W/sf)^ Ctrl Credits (W/sf)^ Allowed LPD Proc Loads (W/sf) System Name Zone Name Occupancy Type Floor Area (sqft) Inst LPD (W/sf)^ Ctrl Credits (W/sf)^ Area (W/sf)^ Tailored (W/sf)'' Proc Loads (W/sf) FC (Plan View West Lockout West Unit Lockout Hotel/Motel Guest Room 367 *0 500 FC (Plan View West Mam) West Unit Mam Hotel/Motel Guest Room 1,474 *0 500 FC (Interior Lockout) Interior Unit Lockout Hotel/Motel Guest Room 1,468 *0 500 FC (Interior Mam) Intenor 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 Mam) East Unit Mam 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 Mam) Intenor Unit Main Hotel/Motel Guest Room 1,474 '0 500 FC (3rd East) East Unit Mam Hotel/Motel Guest Room 737 '0 500 Notes 1 See LTG 1C (items marked with astensk, see LTG 1-G by others) 2 See LTG-2C 3 SeeLTG-3C (by others) 4 See LTG-4C Items above require special documentation EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST The local enforcement agency should pay special attention to the items specified in this checklist These items require special written justification and documentation, and special verification to be used with the performance approach The local enforcement agency determines the adequacy of the justifications, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted Multiple Dwelling Units are served by a common water fleeter Venfy 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 specifically been reviewed Adequate written justification and documentation for their use have been provided by the applicant Authorized Signature or Stamp EnergyPro 5 1 by EnergySoft User Number 5151 RunCode 2012-11-06T13 53 25 ID Page 5 of 35 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Parti of3) ENV-1C Project Name Hilton Marbrisa Resort Date 11/6/2012 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond Floor Area 12,514 Addition Floor Area n/a GENERAL INFORMATION Building Type • Nonresidential • High-Rise Residential 12 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 of Compliance • Component • Overall Envelope • Unconditioned (file affidavit) Front Onentation N, E, 8, W or in Degrees 350 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type 0) 25 to IU o l> (0 • O DC o tl 3 UJ > O O) = E X 3 UJ U. CC is 2 c >( •5 c C Q. -> < c o 5 tn TJ 3 o S o tn in (0 a. u. Wall 180 (NE) 0 074 R-19 4 3 1-A5 New Door 24 (NE) 0 500 None 4 5 1-A4 New Wall 470 (NW) 0 074 R-19 4 3 1-A5 New • Wall 144 (SW) 0 074 R-19 4 3 1-A5 New Wall 662 (NE) 0 074 R-19 4 3 1-A5 New Door 48 (NE) 0 500 None 4 5 1-A4 New • Wall 530 (SW) 0 074 R-19 4 3 1-A5 New • Wall 644 (NE) 0 074 R-19 4 3 1-A5 New Door 96 (NE) 0 500 None 4 5 1-A4 New • 10 Wall 520 (SW) 0 074 R-19 4 3 1-A5 New 1 See Instructions in the Nonresidential Compliance Manual, page 3-96 2 If Fail, then descnbe on Page 2 of the Inspection Checklist Form and take appropnate action to correct A fail does not meet compliance FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type 04 IS < Orientation N, E, S,W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass (5 LL 1 Window 7,920 (SW) 0 650 NFRC 0 400 NFRC • New • • 2 Wmdow 180 (NE) 0 650 NFRC 0 400 NFRC • New • • • • • • • • • • • • • • • • • • • • • • • • • • 1 See Instructions in the Nonresidential Compliance Manual, page 3-96 2 If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct Verify building plans if necessary EnergyPro 5 1 by EnergySoft User Number 5151 RunCode 2012-11-06T13 53 25 ID Page 6 of 35 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 3) ENV-1C Project Name Hilton Marbrisa Resort Date 11/6/2012 Proiect Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond Floor Area 12,514 Addition Floor Area n/a GENERAL INFORMATION Building Type • Nonresidential • High-Rise Residential 13 Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School Bldg • Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space > 8000 ft (If checked include the ENV-4G with submittal) Phase of Construction IZI New Construction • Addition • Alteration Approach of Compliance • Component • Overall Envelope • Unconditioned (file affidavit) Front Onentation N, E, S, W or in Degrees 350 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type £ ts 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 IN ii u. 11 Wall 1,324 (NE) 0 074 R-19 4 3 1-A5 New • • 12 Door 96 (NE) 0 50C None 4 5 1-A4 New • • 13 Wall 1,060 (SW) 0 074 R-19 4 3 1-A5 New • • 14 Wall 161 (NE) 0 074 R-19 4 3 1-A5 New • • 15 Door 24 (NE) 0 50C None 4 5 1-A4 New • • 16 Wall 450 (SE) 0 074 R-19 4 3 1-A5 New • • 17 Wall 130 (SW) 0 074 R-19 4 3 1-A5 New • • 18 Wall 662 (NE) 0 074 R-19 4 3 1-A5 New • • 19 Door 48 (NE) 0 50C None 4 5 1-A4 New • • 20 Wall 530 (SW) 0 074 R-19 4 3 1-A5 New • • 1 See Instructions in the Nonresidential Compliance Manual, page 3-96 2 If Fail, then descnbe on Page 2 of the Inspection Checklist Form and take appropnate action to correct A fail does not meet compliance FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type Area (ft') Orientation N, E, S, W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass Fail' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 See Instructions in the Nonresidential Compliance Manual, page 3-96 2 If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct Venfy building plans if necessary EnergyPro 5 1 by EnergySoft User Number 5151 RunCode 2012-11-06X13 53 25 ID Page 7 of 35 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 3) ENV-1C Project Name Hilton Marbrisa Resort Date 11/6/2012 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond Floor Area 12,514 Addition Floor Area n/a GENERAL INFORMATION Building Type • Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Pubiic 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 SI New Construction • Addition • Alteration Approach of Compliance • Component IZ Overall Envelope • Unconditioned (file affidavit) Front Orientation N, E, S, W or in Degrees 350 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type 25 «lip u ra 0) >. = ^> ra I O CC O B2 X ra UJ > o o> H 3 UJ u. oc o 1^ X •5 c c a. -) < c o •5 CO •O 3 Is o tn tn in n a. 21 Wall 161 (NE) 0 074 R-19 4 3 1-A5 New 22 Door 24 (NE) 0 500 None 4 5 1-A4 New 23 Wall 450 (NW) 0 074 R-19 4 3 1-A5 New 24 Wall 130 (SW) 0 074 R-19 4 3 1-A5 New 25 Roof 185 (NE) 0 049 R-19 4 2 1-A4 New 26 Roof 185 (SW) 0 049 R-19 4 2 1-A4 New • 27 Wall 161 (NE) 0 074 R-19 4 3 1-A5 New 28 Door 24 (NE) 0 500 None 4 5 1-A4 New 29 Wall 450 (SE) 0 074 R-19 4 3 1-A5 New 30 Wall 130 (SW) 0 074 R-19 4 3 1-A5 New 1 See Instructions in the Nonresidential Compliance Manual, page 3-96 2 If Fail, then descnbe on Page 2 of the Inspection Checklist Form and take appropnate action to correct A fail does not meet compliance FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type Area (ft') Orientation N,E,S,W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass Fail' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 See Instructions in the Nonresidential Compliance Manual, page 3-96 2 If Fail then descnbe on Page 2 of the Inspection Checklist Form and take appropnate action to correct Venfy building plans if necessary EnergyPro 5 1 by EnergySoft User Number 5151 RunCode 2012-11-06T13 53 25 ID Page 8 of 35 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 3) ENV-1C Project Name Hilton Marbrisa Resort Date 11/6/2012 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond Floor Area 12,514 Addition Floor Area n/a GENERAL INFORMATION Building Type • Nonresidential • High-Rise Residential 13 Hotel/Motel Guest Room • Schools (Pubiic School) Relocatable Pubiic School Bldg • Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space > 8000 ft (If checked include the ENV-4C with submittal) Phase of Construction IZI New Construction • Addition • Alteration Approach of Compliance • Component • Overall Envelope • Unconditioned (file affidavit) Front Onentation N, E, S, W or in Degrees 350 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' 31 Roof 185 (NE) 0 049 R-19 4 2 1-A4 New • • 32 Roof 185 (SHO 0 049 R-19 4 2 1-A4 New • • 33 Wall 331 (NE) 0 074 R-19 4 3 1-A5 New • • 34 Door 24 (NE) 0 500 None 4 5 1-A4 New • • 35 Wall 510 (NW) 0 074 R-19 4 3 1-A5 New • • 36 Wall 265 (SW) 0 074 R-19 4 3 1-A5 New • • 37 Roof 370 (NE) 0 049 R-19 4 2 1-A4 New • • 38 Roof 370 (SW) 0 049 R-19 4 2 1-A4 New • • 39 Wall 322 (NE) 0 074 R-19 4 3 1-A5 New • • 40 Door 48 (NE) 0 500 None 4 5 1-A4 New • • 1 See Instructions in the Nonresidential Compliance Manual, page 3-96 2 If Fail, then descnbe on Page 2 of the Inspection Checklist Form and take appropnate action to correct A fail does not meet compliance FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type Area (ft') Orientation N, E, S, W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass Fail' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 See Instructions in the Nonresidential Compliance Manual, page 3-96 2 If Fail then descnbe on Page 2 of the Inspection Checklist Form and take appropriate action to correct Venfy building plans if necessary EnergyPro 5 1 by EnergySoft User Number 5151 RunCode 2012-11-06T13 53 25 ID Page 9 of 35 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 3) ENV-1C Project Name Hilton Marbrisa Resort Date 11/6/2012 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond Floor Area 12,514 Addition Floor Area n/a GENERAL INFORMATION Building Type • Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg • Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space > 8000 ft (If checked include the ENV-4C with submittal) Phase of Construction • New Construction • Addition • Alteration Approach of Compliance • Component IZ Overall Envelope • Unconditioned (file affidavit) Front Orientation N, E, S, W or in Degrees 350 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type ra 0) 25 O Z u n u. 0) l> U OC o B 2. X ra UJ > o o> B t X 3 UJ U. i» 15 2 = & E ilf X •5 c C Q. —> < c o •S in •O 3 o tn tn tn ta a. 41 Wall 260 (SW) 0 074 R-19 4 3 1-A5 New 42 Roof 370 (NE) 0 049 R-19 4 2 1-A4 New 43 Roof 370 (SW) 0 049 R-19 4 2 1-A4 New 44 Wall 662 (NE) 0 074 R-19 4 3 1-A5 New 45 Door 48 (NE) 0 500 None 4 5 1-A4 New 46 Wall 530 (SW) 0 074 R-19 4 3 1-A5 New 47 Roof 740 (NE) 0 049 R-19 4 2 1-A4 New 48 Roof 740 (SW) 0 049 R-19 4 2 1-A4 New • • 49 Wall 331 (NE) 0 074 R-19 4 3 1-A5 New 50 Door 24 (NE) 0 500 None 4 5 1-A4 New 1 See Instructions in the Nonresidential Compliance Manual, page 3-96 2 If Fail, then descnbe on Page 2 of the Inspection Checklist Form and take appropnate action to correct A fail does not meet compliance FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type Area (ft') Orientation N, E, S,W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass Fail' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 See Instructions in the Nonresidential Compliance Manual, page 3-96 2 If Fail then descnbe on Page 2 of the Inspection Checklist Form and take appropnate action to correct Venfy building plans if necessary EnergyPro 5 1 by EnergySoft User Number 5151 RunCode 2012-11-06T13 53 25 ID Page 10 of 35 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 3) ENV-1C Project Name Hilton Marbrisa Resort Date 11/6/2012 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond Floor Area 12,514 Addition Floor Area n/a GENERAL INFORMATION Building Type • Nonresidential • High-Rise Residential IZ Hotel/Motel Guest Room • Schools (Public School) Relocatable Public School Bidg • Conditioned Spaces • Unconditioned Spaces • Skylight Area for Large Enclosed Space > 8000 ft (If checked include the ENV-4C with submittal) Phase of Construction IZ New Construction • Addition • Alteration Approach of Compliance • Component IZ Overali Envelope • Unconditioned (file affidavit) Front Onentation N, E, S, W or in Degrees 350 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type S5 B tn a Ui 6 z" u ra 11. 0) ra -T O OC OC o a> 3 — X ra UJ > = £ 5! t X 3 UJ u. h. > 2 c 5 E Ilf •o c ti «> c a o S- c o '£ in TJ 3 %B o tn in tn m Q. n u. 51 52 Wall 510 (SE) 0 074 R-19 4 3 1-A5 New Wall 265 (SW) 0 074 R-19 4 3 1-A5 New 53 54 Roof 370 (NE) 0 049 R-19 4 2 1-A4 New Roof 370 (SW) 0 049 R-19 4 2 1-A4 New • 1 See Instructions in the Nonresidential Compliance Manual, page 3-96 2 If Fail, then descnbe on Page 2 of the Inspection Checklist Form and take appropnate action to correct A fail does not meet compliance FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type Area (ft') Orientation N, E, S, W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions Status Pass Fail' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 See Instructions in the Nonresidential Compliance Manual, page 3-96 2 If Fail then describe on Page 2 of the Inspection Checklist Form and take appropnate action to correct Venfy building plans if necessary EnergyPro 5 1 by EnergySoft User Number 5151 RunCode 2012-11-06T13 53 25 ID Page 11 of 35 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 2 of 3) ENV-1C Project Name Hilton Marbnsa Resort Date 11/6/2012 ROOFING PRODUCT (COOL ROOFS) (Note if the roofing product is not CRRC certified, this compliance approach cannot be used) Go to Overali Envelope Approach or Performance Approach CHECK APPLICABLE BOX BELOW IF EXEMPT FROM THE ROOFING PRODUCT "COOL ROOF" REQUIREMENTS Pass Fair N/A • Roofing compliance noj required in Climate Zones 1 and16 with a Low-Sloped 2 12 pitch or less • • • • Roofing compliance no[ required in Climate Zone 1 with a Steep-Sloped with less than 5 Ib/ft' Greater than 2 12 pitch • • • |-| Low-sloped Wood framed roofs in Climate Zones 3 and 5 are exempted, solar reflectance and thermal emittance or '-^ SRI that have a U-factor of 0 039 or lower See Opaque Surface Details roof assembly. Column H of ENV-2C • • • |-| 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 www eneroy ca aov/title24/ • • • |-| Roof constructions that have thermal mass over the roof membrane with a weight of at least 25 Ib/ft"^ are exempt from the Cool Roof cntena below • • • 1^ High-nse 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 cntena • • • 1 If Fail then descnbe on this page of the Inspection Checklist Form and take appropnate action to correct Venfy building plans if necessary CRRC Product ID Number' Roof Slope S 2 12 >2 12 Product Weight < 5lb/ft^ a 5lb/ft^ Product Type' Aged Solar Reflectance' Thermal Emmitance SRI= Pass Fail^ • • • • a' • • • • • • n' • • • • • • n' • • • • • • • • • • • • n' • • • • • • • • 1 The CRRC Product ID Number can be obtained from the Cool Roof Rating Council's Rated Product Directory at www coolroofs org/products/search php 2 Indicate the 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(pinitiai - 0 2) to obtain a calculated aged value Where p is the Initial Solar Reflectance from the Cool Roof Rating Council's Rated Product Directory 4 Check 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 qov/title24/ 6 If Fail then descnbe on this page of the Inspection Checklist Form and take appropnate action to correct Venfy building plans if necessary To apply Liquid Field Applied Coatings, the coating must be applied across the entire roof surface and meet the dry mil thickness or coverage recommended by the coatings manufacturer and meet minimum performance requirements listed in §118(i)4 Select the applicable coating • Alummum-Pigmented Asphalt Roof Coating • Cement-Based Roof Coating • Other Discrepancies EnergyPro 5 1 by EnergySoft User Number 5151 RunCode 2012-11-06X13 53 25 ID Page 12 of 35 CERTIFICATE OF COMPLIANCE (Part 3 of 3) ENV-1C AND FIELD INSPECTION ENERGY CHECKLIST (Part 3 of 3) Project Name Date Hilton Marbrisa Resort 11/6/2012 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans Listed below is the acceptance test for Envelope Fenestrations system The designer is required to check the acceptance tests and list all the fenestration products that require an acceptance test If all the site-built fenestration of a certain type requires a test, list the different fenestration products and the number of systems The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual descnbes the test Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropnately Enforcement Agency: Systems Acceptance Before Occupancy Permit is granted for a newly constructed building or space or whenever new fenestration is installed in the building or space shall be certified as meeting the Acceptance Requirements The ENV-2A form is not considered a complete form and is not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10-103(b) of Title 24 Part 6 The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy A copy of the ENV-2A for each different fenestration product line must be provided to the owner of the building for their records Test Description ENV-2A Test Performed By: Fenestration Products Name or ID Requinng Testing or Verification Area of like Products Building Envelope Acceptance Test U-Factor = 0 65, SHGC = 0 40 2,100 • • • • • EnergyPro 5 1 by EnergySoft User Number 5151 RunCode 2012-11-06X13 53 25 ID Page 13 of 35 CERTIFICATE OF COMPLIANCE (Part 2 of 3) LTG-1 C Project Name Hilton Marbrisa Resort Date 11/6/2012 INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Fill in controis for ali spaces a) area controis, b) multi-level controls, c) manual daylighting controls for daylit areas > 250 ft , automatic daylighting controls for daylit areas > 2,500 ft^, d) shut-off controls, e) display lighting controis, f) tailored lighting controls • general lighting controlled separately from display, ornamental and display case lighting and g) demand responsive automatic controls for retail stores > 50,000 ft^, in accordance with Section 131 MANDATORY LIGHTING CONTROLS - FIELD INSPECTION ENERGY CHECKLIST lEipiati n^spcrtdr] Type/ Description Number of Units Location in Building Special Features • • • • • • • • • • SPECIAL FEATURES INSPECTION CHECKLIST (See Page 2 of 4 of LTG-1 C) The local enforcement agency should pay special attention to the items specified in this checklist These items require special written justification and documentation, and special verification The local enforcement agency determines the adequacy of the justification, and may reject a building or design that othenwise complies based on the adequacy of the special justification and documentation submitted Field Inspector's Notes or Discrepancies EnergyPro 5 1 by EnergySoft User Number 5151 RunCode 2012-11-06X13 53 25 ID Page 14 of 35 CERTIFICATE OF COMPLIANCE (Part 3 of 3) LTG-1 C Project Name Hilton Marbrisa Resort Date 11/6/2012 CONDITIONED AND UNCONDITIONED SPACE LIGHTING MUST NOT BE COMBINED FOR COMPLIANCE Indoor Lighting Power for Conditioned Spaces Indoor Lighting Power for Unconditioned Spaces Watts Watts Installed Lighting (from Conditioned LTG-1 C, Page 2) 0 Installed Lighting (from Unconditioned LTG-1 C, 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 ^ Allowed [' 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 form is to be used by the designer and attached to the plans Listed below is the acceptance test for the Lighting system, LTG-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 Compliance 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 descnbes the test Since this form will be part ofthe plans, completion of this section will allow the responsible party to budget for the scope of work appropriately Forms can be grouped by type of Lummaire 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 LTG-2A and LTG-3A forms are not considered complete forms 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 shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10-103(b) of Title 24 Part 6 The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy A copy of the LTG-2A and LTG-3A for each different lighting lummaire control(s) must be provided to the owner of the building for their records Luminaires Controlled LTG-2A and LTG-3A Equipment Requinng Testing Description Number of Luminaires controlled Location Controls and Sensors and Automatic Daylighting Controls Acceptance • • • • • • • • • • • • • • • • EnergyPro 51 by EnerqySofi User Number 5151 RunCode 2012-11-06X13 53 25 ID Page 15 of 35 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) MECH-1 C Project Name Hilton Marbrisa Resort Date 11/6/2012 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond Floor Area 12,514 Addition Floor Area n/a GENERAL INFORMATION Building Type • Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Pubiic School) • Relocatable Pubiic School Bidg • Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction • New Construction • Addition • Alteration Approach of Compliance • Component Overali Envelope TDV Energy • Unconditioned (file affidavit) Front Onentation N, E, S, W or in Degrees 350 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Equipment^ Inspection Criteria Meets Criteria or Requirements Equipment^ Inspection Criteria Pass Fail - Describe Reason^ Item or System Tags (le AO-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 & MECH-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 - Describe Reason^ Item or System Tags (le AC-1, RTU-1, HP-1) FC (Plan View West Lockout) • • Equipment Type^ Split DX • • Number of Systems 1 • • Max Ailowed 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 performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes 2 For additional detailed discrepancy use Page 2 of the Inspection Checklist Form Compliance fails if a Fail box is checked 3 Indicate Equipment Type Gas (Pkg or. Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other EnergyPro 5 1 by EnergySoft User Number 5151 RunCode 2012-11-06X13 53 25 ID Page 16 of 35 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) MECH-1 C Project Name Hilton Marbrisa Resort Date 11/6/2012 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond Floor Area 12,514 Addition Floor Area n/a GENERAL INFORMATION Building Type • Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg • Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction Q New Construction • Addition • Alteration Approach of Compliance • Component Overall Envelope Energy TDV • Unconditioned (file affidavit) Front Onentation N, E, S, W or in Degrees 350 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Equipment^ Inspection Criteria Meets Criteria or Requirements Equipment^ Inspection Criteria Pass Fail - Describe Reason^ Item or System Tags (le AC-1, RTU-1, HP-1) FC (Plan View West Mam) • • 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 FIELD INSPECTION ENERGY CHECKLIST Equipment^ Inspection Criteria Pass Fail - 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-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 mstalled equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes 2 For additional detailed discrepancy use Page 2 of the Inspection Checklist Form Compliance fails if a Fail box is checked 3 Indicate Equipment Type Gas (Pkg or. Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other EnergyPro 5 1 by EnergySoft User Number 5151 RunCode 2012-11-06X13 53 25 ID Page 17 of 35 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) MECH-1 C Project Name Hilton Marbrisa Resort Date 11/6/2012 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond Floor Area 12,514 Addition Floor Area n/a GENERAL INFORMATION Building Type • Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Pubiic School Bidg • Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction • New Construction • Addition • Alteration Approach of Compliance • Component Overall Envelope TDV Energy • Unconditioned (file affidavit) Front Onentation N, E, S, W or in Degrees 350 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Equipment^ Inspection Criteria Meets Criteria or Requirements Equipment^ Inspection Criteria Pass Fail - Describe Reason^ Item or System Tags (le AC-1, RTU-1, HP-1) FC (Interior Mam) • • 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 FIELD INSPECTION ENERGY CHECKLIST Equipment^ Inspection Criteria Pass Fail - Describe Reason^ Item or System Tags (le 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 • • 1 If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes 2 For additional detailed discrepancy use Page 2 of the Inspection Checklist Form Compliance fails if a Fail box is checked 3 Indicate Equipment Type Gas (Pkg or. Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other EnergyPro 5 1 by EnergySoft User Number 5151 RunCode 2012-11-06X13 53 25 ID Page 18 of 35 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) MECH-1 C Project Name Hilton Marbrisa Resort Date 11/6/2012 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond Floor Area 12514 Addition Floor Area n/a GENERAL INFORMATION Building Type • Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Public School) • Relocatable Public School Bldg • Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction • New Construction • Addition • Alteration Approach of Compliance • Component Overall Envelope Energy TDV • Unconditioned (file affidavit) Front Orientation N, E, S, W or in Degrees 350 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Equipment^ Inspection Criteria Meets Criteria or Requirements Equipment^ Inspection Criteria Pass Fail - Describe Reason^ Item or System Tags (le AC-1, RTU-1, HP-1) FC (Plan View East Mam) • • 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 FIELD INSPECTION ENERGY CHECKLIST Equipment^ Inspection Criteria Pass Fail - Describe Reason^ Item or System Tags (le AC-1, RTU-1, HP-1) FC (2nd Plan View West Lockout) • • Equipment Type^ Spilt 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/80 • • When duct testing is required, submit MECH-4A & MECH-4-HERS No • • Economizer No Economizer • • Thermostat Setback Required • • Fan Control Constant Volume • • 1 If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes 2 For additional detailed discrepancy use Page 2 of the Inspection Checklist Form Compliance fails if a Fail box is checked 3 Indicate Equipment Type Gas (Pkg or. Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other EnergyPro 5 1 by EnergySoft User Number 5151 RunCode 2012-11-06X13 53 25 ID Page 19 of 35 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) MECH-1 C Project Name Hilton Marbrisa Resort Date 11/6/2012 Project Acldress 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond Floor Area 12514 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 Q New Construction • Addition • Alteration Approach of Compliance • Component Overall Envelope Energy TDV • Unconditioned (file affidavit) Front Onentation N, E, S, W or in Degrees 350 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Equipment^ Inspection Criteria Meets Criteria or Requirements Equipment^ Inspection Criteria Pass Fail - Describe Reason^ Item or System Tags (le 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 • • Equipment^ Inspection Criteria FIELD INSPECTION ENERGY CHECKLIST Equipment^ Inspection Criteria Pass Fail - Describe Reason^ Item or System Tags (1 e AC-1, RTU-1, HP-1) FC (3rd West) • • 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 • • 1 If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes 2 For additional detailed discrepancy use Page 2 of the Inspection Checklist Form Compliance fails if a Fail box is checked 3 Indicate Equipment Type Gas (Pkg or. Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other EnergyPro 5 1 by EnergySoft User Number 5151 RunCode 2012-11-06X13 53 25 ID Page 20 of 35 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) MECH-1 C Project Name Hilton Marbrisa Resort Date 11/6/2012 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond Floor Area ^2,574 Addition Floor Area n/a GENERAL INFORMATION Building Type • Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Pubiic 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 350 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Equipment^ Inspection Criteria Meets Criteria or Requirements Equipment^ Inspection Criteria Pass Fail - Describe Reason^ Item or System Tags (le AC-1, RTU-1, HP-1) FC (3rd Intenor Lockout) • • Equipment Type^ Spilt 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 FIELD INSPECTION ENERGY CHECKLIST Equipment^ Inspection Criteria Pass Fail - Describe Reason^ Item or System Tags (I e AC-1, RTU-1, HP-1) FC (3rd interior Mam) • • Equipment 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, Ceiimg 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 less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes 2 For additional detailed discrepancy use Page 2 of the Inspection Checklist Form Compliance fails if a Fail box is checked 3 indicate Equipment Type Gas (Pkg or. Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other EnergyPro 5 1 by EnergySoft User Number 5151 RunCode 2012-11-06X13 53 25 ID Page 21 of 35 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) MECH-1 C Project Name Hilton Marbrisa Resort Date 11/6/2012 Project Address 5500 Grand Pacific Drive Carlsbad Climate Zone Total Cond Floor Area 12,514 Addition Floor Area n/a GENERAL INFORMATION Building Type • Nonresidential • High-Rise Residential • Hotel/Motel Guest Room • Schools (Pubiic School) • Relocatable Public School Bldg • Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction • New Construction • Addition • Alteration Approach of Compliance • Component Overall Envelope Energy TDV • Unconditioned (file affidavit) Front Orientation N, E, S, W or in Degrees 350 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Equipment^ Inspection Criteria Meets Criteria or Requirements Equipment^ Inspection Criteria Pass Fail - Describe Reason^ /tem or System Tags (le AC-1, RTU-1, HP-1) FC (3rd East) • • Equipment Type^ Spilt 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 FIELD 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 performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes 2 For additional detailed discrepancy use Page 2 of the Inspection Checklist Form Compliance fails if a Fail box is checked 3 Indicate Equipment Type Gas (Pkg or. Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other EnergyPro 5 1 by EnergySoft User Number 5151 RunCode 2012-11-06X13 53 25 ID Page 22 of 35 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 2 of 4) MECH-1 C Project Name Hilton Marbnsa Resort Date 11/6/2012 Discrepancies: EnergyPro 5 1 by EnergySoft User Number 5151 RunCode 2012-11-06X13 53 25 ID Page 23 of 35 ANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 3 of 4) MECH-1 C Date 11/6/2012 and attached to the plans Listed below are all the acceptance tests for mechanical systems The designer is required to check the applicable / and listed all equipment that requires an acceptance test If all equipment of a certain type requires a test, list the equipment descnption and r designates the Section in the Appendix of the Nonresidential Reference Appendices Manual that descnbes the test Since this form will be tion will allow the responsible party to budget for the scope of work appropnately icy permit is granted for a newly constructed building or space, or a new space-conditioning system serving a building or space is operated for the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance icy permit is granted All newly installed HVAC equipment must be tested using the Acceptance Requirements I completed form and is not to be accepted by the building department unless the correct boxes are checked The equipment requinng testing, IVAC installer, TAB contractor, controls contractor, PE in charge of project) and what Acceptance test must be conducted The following newly installed equipment In addition a Certificate of Acceptance forms shall be submitted to the building department that certifies plans, and operating and maintenance information meet the requirements of §10-103(b) and Title-24 Part 6 The building inspector must receive the ore the building can receive final occupancy MECH-2A MECH-3A MECH-4A MECH-5A MECH-6A MECH-7A MECH-8A MECH-9A MECH-1 OA MECH-11A Qty Outdoor Ventilation For VAV & CAV Constant Volume & Single-Zone Unitary Air Distnbution Ducts Economizer Controls Demand Control Ventilation DCV Supply Fan VAV Valve Leakage Test Supply Water Temp Reset Hydronic System Vanable Flow Control Automatic Demand Shed Control 10 m m • • • • • • • • 8 EZ) EZl • • • • • • • • 4 IZI • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ;r Number 5151 RunCode 2012-11-06X13 53 25 ID Page 24 of 35 ^LIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 4 of 4) MECH-1C Date 11/6/2012 MECH-12A MECH-13A MECH-14A MECH-15A Qty Fault Detection & Diagnostics for DX Units Automatic Fault Detection & Diagnostics for Air & Zone Distributed Energy Storage DXAC Systems Thermal Energy Storage (TES) Systems Test Performed By 10 • m • • l^echanical Contractor 8 • m • • Mechanical Contractor 4 • m • • Mechanical Contractor • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • T Number 5151 RunCode 2012-11-06X13 53 25 ID Page 25 of 35 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name Date Hilton Marbrisa Resort 11/6/2012 Item or System Tags (I e AC-1, RTU-1, HP-1) Indicate Air Systems Type (Central, Single Zone, Packag e, VAV, or etc ) Item or System Tags (I e AC-1, RTU-1, HP-1) FC (Plan View West Lockout) FC (Plan View West Mam) FC (Interior Lockout) Number of Systems 1 2 4 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value Indicate Pai 36 Reference on Plans or Schedule and indicate the applicable exception(s) MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value T-24 Sections MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) 9 20 HSPF 7 70 HSPF 9 20 HSPF MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) 17 8 SEER/13 0 EER 13 0 SEER/12 0 EER 17 8 SEER/13 0 EER MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(b), 112(c) Yes Yes Yes MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(c), 115(a) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) 55 cfm 221 cfm 220 cfm MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(C) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(c) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(e) Programmable Switch Programmable Switch Programmable Switch MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(e) Setback Required Setback Required Setback Required MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(f) Auto Auto Auto MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122{q) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 123 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 124 Attic, Ceiling Ins, vented/8 0 Attic, Ceiling Ins, vented/8 0 Attic, Ceiling Ins, vented /SO PRESCRIPTIVE MEASURES - Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating^ Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(a&b) n/a n/a n/a Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating^ Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(a&b) 13,770 Btu/hr 31,778 Btu/hr 55,079 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating^ Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(a&b) n/a n/a n/a Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating^ Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(a&b) 14,146 Btu/hr 34,673 Btu/hr 57,170 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating^ Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(c) Constant Volume Constant Volume Constant Volume Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating^ Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(c) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating^ Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(c) Yes Yes Yes Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating^ Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(d) No No No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating^ Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(e) No Economizer No Economizer No Economizer Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating^ Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating^ Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating^ Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(g) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating^ Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(1) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating^ Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(k) No No No 1 Total installed capacity (MBtu/hr) of all electnc heat on this project exclusive of electnc auxiliary heat for heat pumps If electnc heat is used explain which exception(s) to §144(g) apply EnergyPro 51 by EnergySoft User Number 5151 RunCode 2012-11-06X13 53 25 ID Page26of35 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name Date Hilton Marbrisa Resort 11/6/2012 Item or System Tags (1 e AG-1, RTU-1, HP-1) Indicate Air Systems Type (Central, Single Zone, Packag e, VAV, or etc ) Item or System Tags (1 e AG-1, RTU-1, HP-1) FC (Intenor Mam) FC (Plan View East Lockout) FC (Plan View East Mam) Number of Systems 4 1 2 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value Indicate Pa ge Reference on Plans or Schedule and indicate the applicable exception(s) MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value T-24 Sections MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) 7 70 HSPF 9 20 HSPF 7 70 HSPF MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) 13 0 SEER/12 0 EER 17 8 SEER/13 0 EER 13 0 SEER/12 0 EER MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(b), 112(c) Yes Yes Yes MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(c), 115(a) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) 442 cfm 55 cfm 221 cfm MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(c) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(c) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(e) Programmable Switch Programmable Switch Programmable Switch MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(e) Setback Required Setback Required Setback Required MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(f) Auto Auto Auto MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(g) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 123 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 124 Attic, 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 Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(a& b) n/a n/a n/a Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct 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 Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(a&b) n/a n/a n/a Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(a&b) 69,346 Btu/hr 14,142 Btu/hr 34,673 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(c) Constant Volume Constant Volume Constant Volume Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(c) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(c) Yes Yes Yes Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(d) No No No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(e) No Economizer No Economizer No Economizer Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(g) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(1) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(k) No No No 1 Total installed capacity (MBtu/hr) of all electnc heat on this project exclusive of electnc auxiliary heat for heat pumps If electnc heat is used explain which exception(s) to §144(g) apply EnergyPro 5 1 by EnergySoft User Number 5151 RunCode 2012-11-06X13 53 25 ID Page 27 of 35 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name Date Hilton Marbrisa Resort 11/6/2012 Item or System Tags (1 e AC-1, RTU-1, HP-1) Indicate Air Systems Type (Central, Single Zone, Packag e, VAV, or etc .) Item or System Tags (1 e AC-1, RTU-1, HP-1) C (200^ Plan View West Lockou C (2nd Plan View East Lockou FC (3rd West) Number of Systems , ]?,^^^^' 1 1 1 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value Indicate Pai 39 Reference on Plans or Schedule and indicate the applicable exception(s) MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value T-24 Sections MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) 9 20 HSPF 9 20 HSPF 7 70 HSPF MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) 17 8 SEER/13 0 EER 17 8 SEER/13 0 EER 13 0 SEER/12 0 EER MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(b), 112(c) Yes Yes Yes MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(c), 115(a) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) 55 cfm 55 cfm 111 cfm MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(c) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(c) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(e) Programmable Switch Programmable Switch Programmable Switch MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(e) Setback Required Setback Required Setback Required MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(f) Auto Auto Auto MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(g) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 123 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 124 Attic, Ceiling Ins, vented/80 Attic, Ceiling Ins, vented/8 0 Attic, Ceiling Ins, vented/8 0 PRESCRIPTIVE MEASURES Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(a&b) n/a n/a n/a Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(a&b) 13,770 Btu/hr 13,770 Btu/hr 19,492 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(a&b) n/a n/a n/a Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(a&b) 14,149 Btu/hr 14,145 Btu/hr 20,508 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(c) Constant Volume Constant Volume Constant Volume Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(c) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(c) Yes Yes Yes Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(d) No No No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(e) No Economizer No Economizer No Economizer Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(q) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(1) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(k) No No No 1 Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps If electnc heat is used explain which exception(s) to §144(g) apply EnergyPro 51 by EnergySoft User Number 5151 RunCode 2012-11-06X13 53 25 ID Page 28 of 35 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name Date Hilton Marbrisa Resort 11/6/2012 Item or System Tags (1 e AC-1, RTU-1, HP-1) Indicate Air Systems Type (Central, Single Zone, Packag e, VAV, or etc ) Item or System Tags (1 e AC-1, RTU-1, HP-1) FC (3rd Interior Lockout) FC (3rd Intenor Mam) FC (3rd East) Number of Systems 2 2 1 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value Indicate Pai 36 Reference on Plans or Schedule and indicate the applicable exception(s) MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value T-24 Sections MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) 9 20 HSPF 7 70 HSPF 7 70 HSPF MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(a) 17 8 SEER/13 0 EER 13 0 SEER/12 0 EER 13 0 SEER/12 0 EER MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(b), 112(c) Yes Yes Yes MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 112(c), 115(a) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(b) 110 cfm 221 cfm 111 cfm MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(c) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 121(C) No No No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(e) Programmable Switch Programmable Switch Programmable Switch MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(e) Setback Required Setback Required Setback Required MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(f) Auto Auto Auto MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 122(g) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 123 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Location/ R-value 124 Attic, Ceiling Ins, vented/80 Attic, Ceiling Ins, vented/8 0 Attic, Ceiling Ins, vented/8 0 PRESCRIPTIVE MEASURES Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(a& b) n/a n/a n/a Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(a&b) 27,540 Btu/hr 38,984 Btu/hr 19,492 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(a& b) n/a n/a n/a Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144{a&b) 28,286 Btu/hr 40,966 Btu/hr 20,493 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(c) Constant Volume Constant Volume Constant Volume Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(c) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(c) Yes Yes Yes Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(d) No No No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(e) No Economizer No Economizer No Economizer Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Constant Temp Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(q) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(0 Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(k) No No No 1 Total installed capacity (MBtu/hr) of all electnc heat on this project exclusive of electric auxiliary heat for heat pumps If electnc heat is used explain which exception(s) to §144(g) apply EnergyPro 51 by EnergySoft User Number 5151 RunCode 2012-11-06X13 53 25 ID Page 29 of 35 WATER SIDE SYSTEM REQUIREMENTS (Part 2 Of 2) MECH-2C Project Name Date Hilton Marbrisa Resort 11/6/2012 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 Cooling Tower Flow Controls Vanable Flow System Design Chiller and Boiler Isolation CHW and HHW Reset Controls WLHP Isolation Valves VSD on CHW, CW & WLHP Pumps>5HP DP Sensor Location WATERS SIDE SYSTEMS Chillers, Towers, Boilers, Hydronic Loops Indicate Page Reference on Plans or Specification^ T-24 Sections 112(a) 123 144(a&b) 144(h) 144(h) 144(j) 144(j) 144(1) 144(j) 144(j) 1 The proposed equipment need to match the building plans schedule or specifications If a requirement is not applicable, put "N/A" in the column next to applicable section 2 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 Service Hot Water, Pool Heating Item or System Tags (le WH-1, WHP, DHW, etc )' DHW Heater Number of Systems 1 Indicate Page Reference on Plans or Schedule^ MANDATORY MEASURES T-24 Sections SERVICE HOT WATER Certified Water Heater 111, 113(a) Bradford White Water Heater Efficiency 113(b) 92% Service Water Heating Installation 113(c) Controls Req Pipe Insulation 123 Required POOL AND SPA Pool and Spa Efficiency and Control 114(a) n/a Pool and Spa Installation 114(b) n/a Pool Heater - No Pilot Light 115(c) n/a Spa Heater - No Pilot Light 115(d) n/a Pipe Insulation 123 n/a 1 The Proposed equipment 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 2 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 EnergyPro 5 1 by EnergySoft User Number 5151 RunCode 2012-11-06X13 53 25 ID Page 30 of 35 TION AND REHEAT MECH-3C Date 11/6/2012 MECHANICAL VENTILATION (§121(b)2) REHEAT LIMITATION (§144 (d)) AREA BASIS OCCUPANCY BASIS VAV MINIMUM C D E F G H \ J K L M N ion a CFM per ft' Mm CFM By Area BXC Number Of People CFM per Person Mm CFM by Occupant EXF REQ'D VA Max of D orG Design Ventilation Air CFM 50% of Design Zone Supply CFM BX04 CFM / ft^ Max of Columns H, J, K, 300 CFM Design Minimum Air Setpoint Transfer Air 367 0 15 55 1 8 30 0 55 55 55 Total 55 55 1,474 0 15 221 7 4 30 0 221 221 221 Total 221 221 1,468 0 15 220 73 30 0 220 220 220 Total 220 220 2,948 0 15 442 14 7 30 0 442 442 442 Total 442 442 367 0 15 55 1 8 30 0 55 55 55 Total 55 55 1.474 0 15 221 7 4 30 0 221 221 221 Total 221 221 367 0 15 55 1 8 30 0 55 55 55 Total 55 55 367 0 15 55 1 8 30 0 55 55 55 Totals Column 1 Total Design Ventilation Air •r Section §121, Table 121-A greater of the expected number of occupants and 50% of the CBC occupant load for egress purposes for spaces without fixed seating EQ'D V A ) IS the larger of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column D or G) jal to H, or use Transfer Air (column N) to make up the difference in CFM) X 50%, or the design zone outdoor airflow rate per §121 -M / ft^ or K, or 300 CFM qual to Column L and greater than or equal to the sum of Columns H plus N ed 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 ween the Required Ventilation Air (Column H) and the Design Minimum Air (Column M), Column H minus M ^r Number 5151 RunCode 2012-11-06X13 53 25 ID Page 31 of 35 TION AND REHEAT MECH-3C Date 11/6/2012 MECHANICAL VENTILATION (§121(b)2) REHEAT LIMITATION (§144 (d)) AREA BASIS OCCUPANCY BASIS VAV MINIMUM C D E F G H 1 J K L M N ion a CFM per ft' Mm CFM By Area BXC Number Of People CFM per Person Mm CFM by Occupant EXF REQ'D V A Max of D orG Design Ventilation Air CFM 50% of Design Zone Supply CFM BX04 CFM / ft' Max of Columns H, J, K, 300 CFM Design Minimum Air Setpoint Transfer Air Total 55 55 737 0 15 111 3 7 30 0 111 111 111 Total 111 111 734 0 15 110 37 30 0 110 110 110 Total 110 110 1,474 0 15 221 74 30 0 221 221 221 Total 221 221 737 0 15 111 3 7 30 0 111 111 111 Total 111 111 Totals Column 1 Total Design Ventilation Air •r Section §121, Table 121-A greater of the expected number of occupants and 50% of the CBC occupant load for egress purposes for spaces without fixed seating ;Q'D V A ) IS the larger of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column D or G) jal to H, or use Transfer Air (column N) to make up the difference in CFM) X 50%, or the design zone outdoor airflow rate per §121 =M/ft', or K, or 300 CFM qual to Column L and greater than or equal to the sum of Columns H plus N ed 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 ween the Required Ventilation Air (Column H) and the Design Minimum Air (Column M), Column H minus M ^r Number 5151 RunCode 2012-11-06X13 53 25 ID Page 32 of 35 ENT DETAILS (Part 1 of 2) MECH-5C Date 11/6/2012 PUMPS Type Oty Efficiency Tons Qty GPM BHP Pump Control Type Distribution Qty Rated Input Vol (Gals) Energy Factor or RE Standby Loss or Pilot Tank Ext R-Value Status Large Gas Central System 1 300,000 100 0 92 0 00% n/a New R HEATING DETAILS Hot Water Pump Hot Water Piping Length (ft) Qty HP Type In Plenum Outside Buned Add V2" Insulation 1 00 0 0 0 • • • HEATING COOLING Type Qty Output Aux kW Efficiency Output Efficiency Status Sp//fDX 10 rs.ooo 00 9 20 HSPF 14,300 17 8 SEER/13 0 EER New Sp//f DX 8 20,770 00 7 70 HSPF 22,050 13 0 SEER/12 0 EER New Split DX 4 25,480 00 7 70 HSPF 27,125 13 0 SEER/12 0 EER New RY SUPPLY FAN RETURN FAN Fan Type Economizer Type CFM BHP CFM BHP Constant Volume Wo Economizer 370 0 10 none Constant Volume No Economizer 710 0 16 none Constant Volume No Economizer 900 0 20 none ir Number 5151 RunCode 2012-11-06X13 53 25 ID Page 33 of 35 ENVELOPE MANDATORY MEASURES: NONRESIDENTIAL ENV-MM Project Name Hilton Marbrisa Resort Date 11/6/2012 DESCRIPTION Building Envelope Measures: S11R^ 1 Installed insulating matenal shall have been certified by the manufacturer to comply with the California Quality ^ Standards for insulating matenal, Title 20 Chapter 4, Article 3 > Ail Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of §1 0(C) Sections 2602 and 707 of Title 24, Part 2 SI 18(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 „^ , All Extenor Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, ^ ^ ' weatherstripped or otherwise sealed Manufactured fenestration products and extenor 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 . „, , „ Fenestration SHGC shall be rated in accordance with NFRC 200, or NFRC 100 for site-built fenestration, or the §11 b(a) J applicable default SHGC §116(b) Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors) EnergyPro 5 1 by EnergySoft User Number 5151 RunCode 2012-11-06X13 53 25 ID Page 34 of 35 MECHANICAL MANDATORY MEASURES: NONRESIDENTIAL MECH-MM Project Name Hilton Marbrisa Resort Date 11/6/2012 Equipment and System Efficiencies §111 Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard §115(a) Fan type central furnaces shall not have a pilot light §123 Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123 §124 Air handling duct systems shall be installed and insulated in compliance with Sections 601, 602, 603, 604, and 605 of the CMC Standards Controls §122(e) Each space conditioning system shall be installed with one of the following IA Each space conditioning system serving building types such as offices and manufactunng facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual overnde that allows operation of the system during off-hours for up to 4 hours The time switch shall be capable of programming different schedules for weekdays and weekends and have program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted, or IB An occupancy sensor to control the operating period of the system, or IC A 4-hour timer that can be manually operated to control the operating penod of the system 2 Each space conditioning system shall be installed with controls that temporanly restart and temporanly 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 descnbed above §122(c) Thermostats shall have numenc setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible oniy to authonzed personnel §122(b) Heat pumps shall be installed with controls to prevent electnc resistance supplementary heater operation when the heating load can be met by the heat pump alone §122(a&b) Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone Where used to control heating, the control shall be adjustable down to 55 degrees F or lower For cooling, the control shall be adjustable up to 85 degrees F or higher Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced 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 the outside, except for combustion air openings §121(f) Ventilation System Acceptance Before an occupancy permit is granted for a newly constructed building or space, or a new ventilating system serving a building or space is operated for normal use, all ventilation systems serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance Service Water Heating Systems §113(c) Installation 3 Temperature controls for public lavatories The controls shall limit the outlet Temperature to 110° F 2 Circulating service water-heating systems shall have a control capable of automatically turning off the circulating pump when hot water is not required EnergyPro 5 1 by EnergySoft User Number 5151 RunCode 2012-11-06X13 53 25 ID Page 35 of 35 COMMUNITY FACILITIES Development Services Building Division ^ CITY OF DISTRICT NO. 1 1635 Faraday Avenue CARLSBAD NON-RESIDENTIAL B-32 760-602-2719 www carlsbadca gov NON-RESIDENTIAL CERTIFICATE Non-Residential land owner, please read this option carefully and be sure you thoroughly understand before signing The option you chose will affect your payment of the developed Special Tax assessed on your property This option is available only at the time of the first building permit issuance Property owner signature is required before signing Your signature is confirming the accuracy of all information shown Grand Pacific Resorts 760-431-8500 Name of Owner Telephong 5900 Pasteur Ct, Ste. 200 Marbrisa Cr. Address Project Address Carlsbad, CA 92008 Carlsbad. CA 92008 City, State Zip City, State Zip 211-130-05-00 Assessor Parcel Number(s) or APN(s) and Lot Numbers(s) if not yet subdivided by County Assessor CBI 22725 Building Permit Number(s) As cited by Ordinance No NS-155 and adopted by the City of Cartsbad, California, the City is authonzed to levy a Special Tax in Community Facilities Distnct 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 penod not to exceed twenty-five (25) years Please indicate your choice by initializing the appropnate 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: $ 14,975.51 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: $ 2,068.11 Owner s initials- v I DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT THE UNDERSIGNED IS THE PROPERTY OWNER OF THE SUBJECT PROPERTY ANJD THAT I UNDERSTAND AND WILL COMPLY WITH THE PROVISION AS STATED ABOVE STgniture of Prdperty Opner Title -^fimm Wife 5/3f^o Pnfit Name Date Ttie City of Carlsbad has not independently venfied the mfonnation shown above Therefore, we accept no responsibility as to tfie accuracy or completeness of this information Land Use HOTEL ImpArea II FY 12/13 Annex date 12/93 Factor $8490 X Square Ft 17,642 = $ 14,975.51 B-32 Page 1 of 1 Rev 07/09 Development Services CERTIFICATION OF Development Services ^ CITY OF SCHOOL FEES PAID Building Department 1635 Faraday Avenue CARLSBAD B-34 760-602-2719 www carlsbadca gov This form must be completed by the City, the applicant, and the appropnate school distncts 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 CT/MS Building Permit Plan Check Number CBI22725 Project Acldress APN Project Applicant (Owner Name) Project Description Building Type Residential Second Dwelling Unit Residential Additions 1595 MARBRISA CR 211-131-07-00 GRAND PACIFIC RESORTS. INC 12 TIME SHARE UNITS WITH 13.432 SF OF LIVING SPACE COMMERCIAL 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/industnal 13,432 Net Square Feet New Area City Certification of Applicant Information.- .<;F7?F\M .^jAKAUnTn 2, Hate 3/1R/13 SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD Carlsbad Unified School Distnct 6225 El Camino Real Carlsbad CA 92009 (760-331-5000) O Vista Unified School Distnct 1234 Arcadia Dnve Vista CA 92083 (760-726-2170) 1 1 San IVlarcos Unified School District 255 PICO Ave Ste 100 San Marcos, CA 92069 (760-290-2649) Contact Nancy Dolce (By Appt Only) 1 1 Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (760-944-4300x1166) 1 1 San Dieguito Union High School Distnct-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 information 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) the Owner is the owner/developer of the above descnbed project(s), or that the person executing this declaration is aythonzed to sign on behalf of the Owner Signature B-34 Date \)-^3-l3 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 authonzed by the applicable School Distnct, 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 Distnct The City may issue building permits for this project SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE .MRLSBAD UNIFIED SCHOOL DISTRICT 3225 EL CAMINO REAL CARLSBAD, rfl<>9009 PHONE NUMBER 7(b c^- 33\^^o^ B-34 Page 2 of 2 Rev 03/09 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP» . HV# BP DATE X Telephone # Busiopss Name _ ^ , , Business Contact Proiect Address , , /O City . Slate afTrng Address^ ~ ' City _ , State APN# Maiimg Address 's. City ^ Slate Zip Tha following questions represent the facility's ac 1 Plan File# vfng questions represent the facility's activities, NOT (he specific project description PART I FIRE PePARTMSNT- HAZARDOUS MATERIALS DIVISION. OCCUPANCY CLASSIFICATION. Indicate by circling the ilem, whether your business will use. process, or store any of Ihe fol/owing hazardous malenals If any of (he items are circled, aDPlicant must contact the Fire Pipte^on Aaency with junsdiciion prior (o plan submillal Facility's Square Footage (including proposed project) y!/^ (f ^X Occupancy Rating. \^ ^ , 1 Explosive or Blasting Agents 5 2 Compressed Gases 6 3 Flammatjie/Combusiible Liquids 7 4 Flammable So/ids 8 Organic Peroxides Oxidizars Pyrophoncs Unstable Reactives 9 Waler Reactives 13 10 Cryogenics 14 11 Highly Toxic or Toxic Matenals 15 12 Radioacbves Corrosives Olher Health Hazards l^one of These. PART II SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISIONS (HIVID>. If Ihe answer lo any of the questions is yes. applicant must contact the bounty of San Diego Hazardous Matenals Division, 5500 Overland Ave , Suite 110, San Diego, CA 92123 Call (858) 505-6700 prior to the issuance of a building pennit FEES ARE REQUIRED Project Completion Data "Z^ / \ / 1^ Expected Dale of Occupancy "2- 1^ YES NO (for new construcbon or remodeling projects) • CalARP Exempt Date _l Initials • CalARP Required / Dale Initials • CalARP Complele i Date Initials is your business listed on the reverse side of this form? (check all (hat apply) Will your business dispose of Hazardous Substances or Medical Waste In any amounf Will your business store or handle Hazardous Substances in quantities equal to or greater lhan 55 gallons, 500 pounds, 200 cubic feet, or carclnogens/naproductive toxins in any quantity? Will your business use an existing or install an underground storage lank' Wil! your business store or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? Will your business store petroleum in tanks or containers at your faality with a total storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act) 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 Pollution Control Distnct (APCD), 10124 Old Grove Road, San Diego CA 92131-1849, telephone (858) 586-2600 prior to the issuance of a building or demolition permit Note if the answer to questions 4 or 5 is yes, applicant must also submit an asbestos notlficallon form to the APCD at least 10 working days pnor to commenang demolition or renovation, except demolition or renovation of residential structures of four units or less Contact the APCD for more information Will the subject facility or constnjction aclmlies include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at htto //vww sdapcd oro/info/facls/permils pdf. and the list of typical equipment requinng an APCD pemiit on the reverse side of this from Contact APCD if you have any questions) (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facinty be located within 1,000 feet cf the outer boundary of a school (K through 12)? (Search the California School Directory al hltp //www cde ca aov/re/sd/ for public and pnvate schools or conlact the appropnate school distnct) Has a survey been performed to determine the presence of Asbestos Containing Matenals'' Will there be renovation that involves handling of any fnable asbestos matenals, or disturbing any material lhat contains non-(nable asbestos' Will there be demolition involving the removal of a load supporting structural member? Bnefly descnbe business activities 2M I dealare under penaltyjof oerjury that to 1 Name of Owner or Authorized Agent ' Briefly descnbe proposed project ,est of my knowledge and belief the responses madehgfsi^p* (rue^Dd-eorreCf I / ^Q/^^ Date FIRE DEPARTMENT OCCUPANCY CUSSIFiCATION. BY Signature at^im^^^tStf^nzed Agent FOR OFFICIAL (J§E ONLY DATE / EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNry HMD* APCD COUNTY-HMD APCD COUNTV-HMD APCD •r.uoTarHnne Matenals Business Plan Other permitling requirements may still apply INDUSTRDAL WASTEWATER DISCHARGE PERMH SCREENING SURVEY DateJllSYZ- Business Name street Address . 5"^ Q 9 /^a IJ Av.b O S Tc^U j 5°iOo fhSrjeof . CHiiU^/ji^? Email Address hl^ ICz^f^^ r-^O"^. <rc^w_ PLEASE CHECK-HERE fF YOUR BUSINESS IS EXEMPT (ON REVERSE SIDE CHECK TYPE OF BUSINESS) ^ Check all below that are present at your facility Acid Cleaning Ink Manufactunng Nutritional Supplement/ Assembly .Laboratory Vitarnin Manufactunng Automotive Repair Machining/Milling Painting/Finishing Battery Manufactunng Manufacturing Raint Manufactunng Biofuel Manufacturing Membrane Manufactunng Personal Care Products Biotech Laboratory (i e vi/ater filter membranes) Manufactunng Bulk Chemical Storage Metal Casting/Forming Pesticide Manufactunng / Car Wash Metal Fabncation Packaging Chemical Manufactunng Metal Finishing Pharmaceutical Manufactunng Chemical Purification Electroplating (including precursors) Dry Cleaning Electroiess plating Porcelain Enameling Electrical Component Anodizing Power Generation Manufacturirig Coating (i e phosphating) Pnnt Shop Fertilizer Manufactunng Chemical Etching / Milling Research and Development Film / X-ray Processing Pnnted Circuit Board Rubber Manufacturing Food Processing Manufactunng Semiconductor Manufactunng Glass Manufactunng Metal Powders Forming Soap / Detergent Manufactunng Industrial Laundry Waste Treatment/Storage SIC Code(s) (if known) Bnef descnption of business activities (Production / Manufactunng Operations). Descnption of operations generating wastewater (discharged to sewer, hauled or evaporated) Estimated volurne of industnal wastewater to be discharged (gal/day) List hazardous wastes generated (type / volume) Date operation began/or will begin at this location Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authonty'? Yes No If yes, When Site Contact Title Signature_ Phone No EI^CINA WASTEWATER AUTHORITY, 6200 Avenida Encinas Carlsbad, CA 92011 (760)438-3941 FAX (760) 476r9852 CITY OF PLUIVIBING, ELECTRICAL, MECHANICAL WORKSHEET B-18 Development Services Building Division 1635 Faraday Avenue 7G0-602-2719 wwvs/ carlsbadca gov Project Address Permit No. •eing done on the above mentioned permit only laress , ., ^ Hermit of ion provided belovu refers to worb be This form must be completed and returned to the Buildinq Divisioh before the permit can be issued. B-18 Building Dept Fax (760) 602-8^8 Number of^jPor rel^e^ed fixtures, traps, or floor drains New; buiiding sewer line'' Number of new roof drains? ; Install/alter water line'' Number of new water heaters' Number of new, relocated or replaced gas outlets? Number of new hose bibs? Residential Permits: New/expanded service. Number of new amps Minor Remodel on/y Ves No VC Commercial/Industrial: Tenant Improvement Number of existing amps /ni/o/t/ed/n this protect; Number of new amps invohedin jjftw ^proiect. I Ves No Y£3 _3_ New Construction: Amps per Pane! Single Phase Number of Three Phase ... .... Number of Three Phase 480 Number of Number of new furnaces, A/C, or heat pumps?., New or relocated duct worb? Number of new fireplaces? . . ., Number of new exhaust fans'' Relocate/install venf Number of new exhaust hoods? . . .. Number of new boilers or compressors' . . .. [ new amperes, new amperes_ new* amperes_ 2^ Ves I t>C No. 7^ Page 1 of 1 . : 21 Number of HP Rev 03/09 CB122725 1595 MARBRISA CR GRAND PACIFIC RESORTS -12 TIMESHARE UNITS VILLA 69 13972 SF LIV/3 670 SF • cv Final Insp Approved Date BUILDING PLANNING ENGINEERING FIRE Expedite? AFS Checked by By HazMat APCD Health Forms/Fees Sent Rec d Due? By Encina Fire HazHealthAPCD PE&M School ClfV Sewer Stormwater Specia^nspeaion CFD Ise J_J •ncn 3/iy('S /3 LandUseiXmXri Density ImpArea 2 FY Annex actor PFF N Comments Date Building Planning Engineenng Fire Date Date Date Need? one a-Bcine a Done Done sw