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Home My WebLink About2637 JEFFERSON ST; ; CBR2018-3291; PermitBuilding Permit Finaled Residential Permit Print Date: 05/14/2021 Job Address: Permit Type: 2637 JEFFERSON ST, BLDG-Residential 1551702500 $728,058.32 CARLSBAD, CA 92008-1440 Work Class: Parcel#: Valuation: Occupancy Group: #of Dwelling Units: 4 Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: MFD-01 Track#: Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Description: MFD-01: (JEFFERSON ST APARTMENTS) 4,886 SF// 4-UNITS FEE BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) DRAINAGE FEE PLDA A Medium Runoff ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL FIRE R-1 & R-2 Occupancies <50 units New GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION MECHANICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL PLUMBING BLDG RESIDENTIAL NEW/ADDITION/REMODEL PUBLIC FACILITIES FEES -outside CFD SB1473 GREEN BUILDING STATE STANDARDS FEE SDCWA SYSTEM CAPACITY CHARGE 1" Displacement SEWER CONNECTION FEE (General Capacity all areas) STRONG MOTION-RESIDENTIAL SWPPP INSPECTION FEE TIER 1-Medium BLDG SWPPP PLAN REVIEW FEE TIER 1 -MEDIUM TRAFFIC IMPACT Residential Apartments Outside CFD WATER METER FEE 1" Displacement (P) WATER SERVICE CONNECTION FEE 1" DISPLACEMENT (P) WATER TREATMENT CAPACITY CHARGE 1" Displacement Apartments DEV2016-0061 Total Fees: $64,059.04 Total Payments To Date: $64,059.04 Building Division (city of Carlsbad Permit No: CBR2018-3291 Status: Applied: Issued: Finaled Close Out: Inspector: Final Inspection: CoApplicant: MSR CONSTRUCTION INC 1166 AGUA TIBIA AVE Closed -Finaled 11/28/2018 03/06/2019 PBurn 05/14/2021 CHULA VISTA, CA 91911-3504 (619) 322-9444 Balance Due: AMOUNT $2,724.00 $1,906.80 $4,155.55 $96.00 $1,188.00 $175.00 $110.00 $224.00 $25,482.04 $30.00 $8,428.00 $2,880.00 $94.65 $246.00 $58.00 $6,102.00 $282.00 $9,644.00 $233.00 $0.00 Page 1 of 2 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov Building Permit Finaled Residential Permit Print Date: 05/14/2021 {city of Carlsbad Permit No: CBR2018-3291 Please take NOTICE that approval of your project includes the "lmposition11 of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." 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 you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 2 of 2 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov Cci~of Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION B-1 Plan Check Of',R..20(~-3.Z..q / Est. Value 12'0 1 CJo'p PC Deposit --------- Date ...... i_,_l-__;0~5'----'/_,,'()..,___ Job Address Y, ~ 1 ~ffci??:<) '71. Suite: APN: 155-\'.:'.jO-"Zv-Oc, ----- CT/Project#: __________ Lot#: ____ Fire Sprinklers:@no Air Conditioning: @J no ~Addition/New: t-l;Bf>f. Living SF, \Dµ. Deck SF, l(O Patio SF, l<f.1..1 Garage SF Is this to create an Accessory Dwelling Unit? Yes@ New Fireplace? Yes/ No, if yes how many? __ D Remodel: _____ SF of affected area Is the area a conversion or change of use ? Yes/ No 0 Pool/Spa: ____ SF Additional Gas or Electrical Features? ____________ _ □Solar: ___ KW, ___ Modules, Mounted: Roof/ Ground, Tilt: Yes/ No, RMA: Yes/ No, Battery: Yes/ No Panel Upgrade: Yes/ No D Reroof: ________________________________ _ D Plumbing/Mechanical/Electrical Only: ________________________ _ D Other: _________________________________ _ APPLICANT (PRIMARY) PROPERTY OWNER Name: .Jt?£ AuQ-(A<VO Name: :xi~ A~cA:AV<> Address: SgS IAO'<¾ l}tv ~ Address: 83:, !AP':<lx-t7 lAVt City: ~-A,\.',~ State:JA__Zip: q2,otF! City: C/AJ >A./\Q1t,J State:Jd....._Zip: Phone: .W 4 )_. qBO-l:Dc" Phone: 6\Lf jl;lt:, bab Email: _________________ Email: __________________ _ DESIGN PROFESSIONAL Name: o\\M.') (g.u,;')#).-1\l/;;; Address: ~ "&EA/L'.J Ave. City: ,;NJ 011::bo State: Cl\ Zip: '{211 e Phone: 6l'l '.$1;\ ~61 Email: _________________ _ Architect State License: ___________ _ CONTRACTOR BUSINESS Name: HSt'2 ( Pn s:h-u S :\ ~ t? r' I Iv C Address: ti &G O: Cr'-'9 li L;, i c; e,v f' City: <?,.AI:.!"...--11 • C V State:..i!.J;L_Zip: 'f I 5 I I Phone: ' 1 'I -3 Z,:Z. -j 4 4 <./ Email: A.\\o r rlu Mal 1:1122 a3 l q CS, M,; I s Cs, - State License: 8 S3 IS I Bus. License: ~Lo SQ c;:,3 (q'}" ~, (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 Z, Oi Y Issuance, also requires the applicant for such permit to file a signed statement that he/she 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 that he/she 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}). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov B-1 Page 1 of 2 Rev. 06/18 ( OPTION A): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury one of the following declarations: □ I have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit ls Issued. □ I have and will maintain worker's 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 carrier and policy number are: Insurance Company Name: ______________________ _ Polley No. '11 0 ~ Cl < S' Expiration Date: )::,. ,J I 3 '1 0? C, □ Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to be come 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 clvll fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for In Section 3706 of the Labor Code, Interest and attorney's fees. CONTRACTOR SIGNATURE: ~< <, cC /.c-:z---z z _ ~ □AGENT DATE: _____ _ / > -,,,,, ,,,"--I ~ ( OPTION B ): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's license Law for the following reason: □ I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or Improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). □ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) llcensed pursuant to the Contractor's license Law). l!\I am exempt under Section ________ ,Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction ofthe proposed property improvement. □ Yes □ No 2. I (have/ have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) 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, supervise and provide the major work (include name/ address/ phone/ contractors' llcense number): 5. I will provide some of the work, but I have contracted {hired) the following persons to provide the work indicated {include name/ address/ phone/ type of work): OWNER SIGNATURE: __________________ □AGENT DATE: _____ _ CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm 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: _____________________ _ ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: 1s the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? □ Yes □ No Is the applicant or future bulldlng occupant required to obtain a permit from the air pollution control district or air quality management district? □ Yes □ No Is the facillty to be constructed within 1,000 feet of the outer boundary of a school site? □ Yes □ 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. APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building constructlon. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I Al50 AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shalt expire by limitation and become null and void if the building or work authorized by such permit Is not commenced within 180 days from the date of such p · or if th uilding or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 iforJTI Buil · g Cod APPLICANT SIGNATURE: _____ c::::;,i..-t,e::_,-<a,,-',--,,t."""+..a:.t.4......_i::.:(v<_<,_;_:__:<.)c..._ __ DATE: _______ _ 1635 Faraday Ave Carlsbad, CA 92008 B-1 Ph: 760-602-2719 Fax: 760-602-8558 Page2 of2 Email: Building@carlsbadca.gov Rev. 06118 Permit Type: BLDG-Residential Work Class: Apartments Status: Scheduled Date Closed -Finaled Actual Inspection Type Start Date BLDG-Structural Final BLDG-Electrical Final Application Date: 11/28/2018 Owner: TRUST ARELLANO FAMILY TRUST 09-03-13 Issue Date: 03/06/2019 Subdivision: Expiration Date: 09/28/2021 IVR Number: 15693 Address: 2637 JEFFERSON ST CARLSBAD, CA 92008-1440 Inspection No. May 14, 2021 Inspection Status 1. No building deficiencies. Primary Inspector 2. Final structural, electrical, plumbing, and mechanical work, per structural and architectural plans and design specifications-approved. 3. Verified final third-party special for/deputy inspector reports-approved. 4. Waste management Final receipts and documentation Verified-Approved. 5. City representative David with (LOE), approved trash enclosure structure and location-approved 6. no outstanding correction items. May 14, 2021 1. No building deficiencies. 2. Final structural, electrical, plumbing, and mechanical work, per structural and architectural plans and design specifications•approved. 3. Verified final third-party special for/deputy inspector reports-approved. 4. Waste management Final receipts and documentation Verified-Approved. 5. City representative David with (LDE), approved trash enclosure structure and location-approved 6. no outstanding correction items. Reinspection Inspection Yes Yes ----" --,.,,_,,,,_ .. ,, ............. ,,_ .. ,_, , .. Friday, May 14, 2021 Page 7 of 7 :-c,Y -----> ~ -,;::_-];f -. ~:: ---½ . · _ .~ e.ERMIT-lNSPECTIOfl:i:_ . 'QB:'l~lor (CBR2018-~~9..,1). ... ~ _ : Permit Type: BLDG-Residential Work Class: Apartments Status: Closed -Finaled Application Date: 11/28/2018 Owner: TRUST ARELLANO FAMILY TRUST Issue Date: 03/06/2019 Expiration Date: 09/28/2021 IVR Number: 15693 09-03-13 Subdivision: Address: 2637 JEFFERSON ST CARLSBAD, CA 92008-1440 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Reinspection Inspection •-W-•••-•••---------------------------------------------•------ Friday, May 14, 2021 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final COMMENTS May 10, 2021: 1. Final inspection not approved, due to CMU concrete block walls-trash enclosure per Approved stamped plans does not reflect as-built site conditions of a new trash enclosure of wood construction. 2. Spoke to contractor superintendent Lilia, and informed to provide an approval revision from planning department and architect to revise plan notes indicating New wood trashing closure reflect as-built site conditions. May 14, 2021 1. No building deficiencies. 2. Final structural. electrical. plumbing, and mechanical work, per structural and architectural plans and design specifications-approved. 3. Verified final third-party special for/deputy inspector reports-approved. 4. Waste management Final receipts and documentation Verified-Approved. 5. City representative David with (LOE), approved trash enclosure structure and location-approved 6. no outstanding correction items. May 14, 2021 1. No building deficiencies. 2. Final structural, electrical, plumbing, and mechanical work, per structural and architectural plans and design specifications-approved. 3. Verified final third-party special for/deputy inspector reports-approved. 4. Waste management Final receipts and documentation Verified-Approved. 5. City representative David with (LOE), approved trash enclosure structure and location-approved 6. no outstanding correction items. __________ ,. ____ --------- Passed No Yes Yes Page 6 of 7 , --,.,""£.* ;: ---3:""-, ~,$,"'~~*?-' ;L: --~~ -\ -, -, :::. _ PERMIT INSPECTJ,ON HIST~R"Y"+for (CBR2018-32_91) : - Permit Type: BLDG-Residential Work Class: Apartments Status: Scheduled Date Closed -Finaled Actual Inspection Type Start Date Application Date: 11/28/2018 Owner: TRUST ARELLANO FAMILY TRUST 09-03-13 Issue Date: 03/06/2019 Subdivision: Expiration Date: 09/28/2021 IVR Number: Inspection No. 15693 Inspection Status Address: 2637 JEFFERSON ST CARLSBAD, CA 92008-1440 Primary Inspector Reinspection Inspection -----· ·------·----···-----~·-·-------------- Chetklist ltom COMMENTS BLDG-Building Deficiency April 1, 2021: (gas meter release) -approved. 04/29/2021 05/10/2021 04/29/2021 BLDG-Fire Final Checklist Item FIRE-Building Final 05/10/2021 BLDG-Final Inspection Checklist Item 1. No building/drywall nailing Deficiencies. 2. Gas test under air pressure leak test with gauge•approved. 3. Approved gas meter releases, multi-family building/units. 4. Released gas meters to SDGE-New service. 156348-2021 COMMENTS 156922-2021 COMMENTS Passed Failed Felix Salcedo Tony Alvarado BLDG-Building Deficiency May 10, 2021: BLDG-Structural Final 05/14/2021 05/14/2021 BLDG-Final Inspection ,,,,,-,,,-, ·-· -"'"""""' Friday, May 14, 2021 1. Final inspection not approved, due to CMU concrete block walls-trash enclosure per Approved stamped plans does not reflect as-built site conditions of a new trash enclosure of wood construction. 2. Spoke to contractor superintendent Lilia, and informed to provide an approval revision from planning department and architect to revise plan notes indicating New wood trashing closure reflect as-built site conditions. May 10, 2021: 1. Final inspection not approved, due to CMU concrete block walls-trash enclosure per Approved stamped plans does not reflect as-built site conditions of a new trash enclosure of wood construction. 2. Spoke to contractor superintendent Lilia, and informed to provide an approval revision from planning department and architect to revise plan notes indicating New wood trashing closure reflect as-built site conditions. 157366-2021 Passed Tony Alvarado Passed Yes Complete Passed Yes Reinspection Incomplete Passed No No Complete Page 5 of 7 Permit Type: BLDG-Residential Application Date: 11/28/2018 Owner: TRUST ARELLANO FAMILY TRUST 09-03-13 Work Class: Apartments Issue Date: 03/06/2019 Subdivision: Status: Closed -Finaled Expiration Date: 09/28/2021 Address: 2637 JEFFERSON ST IVR Number: 15693 CARLSBAD, CA 92008-1440 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Re inspection Inspection Date Start Date Status ____ ,. _________ ,,-·-·· 02/12/2020 02/12/2020 BLDG-17 Interior 119181-2020 Passed Paul Burnette Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 07/01/2020 07/01/2020 BLDG-22 Sewer/Water 131625-2020 Passed Mlchael Collins Complete Service Checklist Item COMMENTS Passed BLDG-Building Deficiency Waste to POC and Bldg. water supply to Yes Bldg. 07/22/2020 07/22/2020 BLDG-Electric Meter 133547-2020 Failed Paul Burnette Rcinspcction Incomplete Release Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Gas Meter 133548-2020 Failed Paul Burnette Re inspection Incomplete Release Checklist Item COMMENTS Passed BLDG-Building Deficiency No 08/19/2020 08/19/2020 BLDG-Electric Meter 136017-2020 Passed Paul Burnette Complete Release Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Gas Meter 136018-2020 Passed Paul Burnette Complete Release Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 10/1512020 10/15/2020 BLDG-11 141032-2020 Passed Paul Burnette Complete Foundatlon/Ftg/Plers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-12 Steel/Bond 141031-2020 Passed Paul Burnette Complete Beam Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 04101/2021 04101/2021 BLDG-23 154056-2021 Passed Tony Alvarado Complete Gas/Test/Repairs -··•-··--------.__, ···---·~·-•-». Friday, May 14, 2021 Page 4 of 7 ------·•--·---•-·· -------- Permit Type: BLDG-Residential Application Date: 11/28/2018 Owner: TRUST ARELLANO FAMILY TRUST 09-03-13 Work Class: Apartments Issue Date: 03/06/2019 Subdivision: Status: Closed -Finaled Expiration Date: 09/28/2021 Address: 2637 JEFFERSON ST IVR Number: 15693 CARLSBAD, CA 92008-1440 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Re inspection Inspection Date Start Date Status ----·---·---' Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 01/03/2020 01/0312020 BLDG-16 lnsulatlon 115287-2020 Failed Michael Collins Reinspect/on Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No 01/14/2020 01/14/2020 BLOG-16 lnsulatlon 116284-2020 Partial Pass Michael Colllns Rcinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial, see card. Yes BLDG-Building Deficiency Not ready No 01/16/2020 01/16/2020 BLDG-14 116716-2020 Partial Pass Michael Collins Rcinspection Incomplete Frame/Steel/Boltlng/We ldlng (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Garage shear walls only. Yes BLDG-16 lnsulatlon 116589-2020 Passed Michael Collins Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Building Deficiency Partial, see card. Yes BLDG-Building Deficiency Not ready No 01/17/2020 01/17/2020 BLOG.13 Shear 116718-2020 Falled Michael Collins Reinspection Incomplete Panels/HD (ok to wrap} Checklist Item COMMENTS Passed BLDG-Building Deficiency Need mechanical connectors throughout. No 01/21/2020 01/21/2020 BLDG-13 Shear 116875-2020 Passed Michael Colllns Complete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG•Building Deficiency Need mechanical connectors throughout. No BLDG-Building Deficiency Yes 02/04/2020 02/04/2020 BLDG-17 Interior 118379-2020 Partlal Pass Paul Burnette Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes -----Friday, May 14, 2021 Page 3 of 7 Permit Type: BLDG-Residential Application Date: 11/28/2018 Owner: TRUST ARELLANO FAMILY TRUST 09-03-13 Work Class: Apartments Issue Date: 03/06/2019 Subdivision: Status: Closed -Finaled Expiration Date: 09/28/2021 Address: 2637 JEFFERSON ST IVR Number: 15693 CARLSBAD, CA 92008-1440 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status -H••----•-------•- 08/08/2019 08/08/2019 BLDG-15 Roof/ReRoof 100216-2019 Failed Paul Burnette Reinspcction Incomplete (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 08/13/2019 08113/2019 BLDG-15 Roof/ReRoof 100622-2019 Failed Paul Burnette Re inspection Incomplete (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 08/21/2019 08/21/2019 BLDG-15 RooffReRoof 101423-2019 Failed Paul Burnette Reinspcction Incomplete (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 08/28/2019 08/28/2019 BLDG-15 Roof/ReRoof 102295-2019 Passed Paul Burnette Complete (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 10/18/2019 10/18/2019 BLDG-13 Shear 108087-2019 Passed Paul Burnette Complete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 11/20/2019 11/20/2019 BLDG-18 Exterior 111435-2019 Failed Paul Burnette Re inspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency No 12/06/2019 12/06/2019 BL0G-84 Rough 11287 4-2019 Failed Luke Storno Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Work not ready. No 12/13/2019 12/13/2019 BLDG-84 Rough 113696-2019 Passed Paul Burnette Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Work not ready. Yes 12/16/2019 12/18/2019 BLDG-84 Rough 113852-2019 Passed Paul Burnette Complete Combo(14,24,34,44) Friday, May 14, 2021 Page 2 of 7 Building Permit Inspection History Finaled ( City of Carlsbad Permit Type: BLDG-Residential Application Date: 11/28/2018 Owner: TRUST ARELLANO FAMILY TRUST 09-03-13 Work Class: Apartments Issue Date: 03/06/2019 S<1bdivision: Status: Closed -Finaled Expiration Date: 09/28/2021 JVR Number: 15693 Address: 2637 JEFFERSON ST CARLSBAD, CA 92008-1440 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Date Start Date Status 03/08/2019 03/08/2019 BLDG-SW-Pre-Con 085613-2019 Passed Paul Burnette 03/25/2019 03/25/2019 03/28/2019 03128/2019 04/12/2019 04/12/2019 Checklist Item COMMENTS BLDG-Building Deficiency BLDG-21 086869-2019 Failed Paul Burnette Underground/Undertlo or Plumbing Checklist Item COMMENTS BLOG-Building Deficiency BLDG-21 087233-2019 Passed Paul Burnette Underground/Under11o or Plumbing Checklist Item COMMENTS BLDG-Building Deficiency BLDG-11 088792-2019 Failed Michael Collins Foundatlon/Ftg/Plers (Rebar) Checklist Item COMMENTS BLDG-Building Deficiency Footing depth not met, missing HD anchors and spread footing steel. 04/15/2019 04/15/2019 BLDG-11 088946-2019 Failed Paul Burnette 05/01/2019 08/01/2019 Foun datlon/Ftg/Plers (Rebar) Checklist Item BLDG-Building Deficiency COMMENTS Footing depth not met, missing HD anchors and spread footing steel. 05/01/2019 BLDG-11 090538-2019 Passed Paul Burnette Foundatlon/Ftg/Plers (Rebar) Checklist Item BLDG-Building Deficiency COMMENTS Footing depth not met, missing HD anchors and spread footing steel. 08/01/2019 BLDG-15 Roof/ReRoof (Patio) 099326-2019 Falled Paul Burnette Checklist Item COMMENTS BLDG-Building Deficiency Reinspection Inspection Complete Passed No Reinspection Incomplete Passed No Complete Passed No Reinspection Incomplete Passed No Reinspection Incomplete Passed No Complete Passed No Rcinspection Incomplete- Passed No _________ ,, ____________________ _ Friday, May 14, 2021 Page 1 of 7 Ccityof Carlsbad DECE~EJment Services SPECIAL INSPECTICJN Building Division AGREEMENT NOV 2 8 Z0t8 1635FaradayAvenue B-45 160-602-2719 CITY OF CARLSBAD www.carlsbadca.gov In accordance with Chapter 17 of the California Building Code the following must be completed when work being performed requires special Inspection, structural observation and construction material testing. ProjecVPermit: CoB2Dl'b-o26 l Project Address: .2.c..,Q,3 "J 1J~ J\8l"1L\ A. THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check if you are Owner-Builder □. (If you checked as owner-builder you must also complete Section B of this agreement.) Name: (Please print.,-) _\)l~"E,_(f.-=0{l.,,~· ~----------------'-&:_,_,,'l"-'j\--'l'-'--'-(\--'-l!:>-\J___,_'{2..,Q"--"'- (First) (M.I.) (Last) Mailing Address· I~\ 'O 1¥,J'f-_ J :\¥, (£.J\ZC>f-J A.DO CA q d-\ \ "'b Email· f-\ Q UW\ Y\~ I\Q, t\.\\'W,\.,,32 -~OV\ Phone: uv;_, S \3:.1,j)'i\ \ I am: □Property Owner □Property Owner's Agent of Record State of California Registration Number· C, --~ /e'.7 03, •Architect of Record □Engineer of Record Expiration Date: \ / ::> I I \ 1 AGREEMENT: I, the undersigned, declare under penalty of 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 proved plans and, as required by the California Building Code. Signatur·e:· __ .,c:;;::;::::~:;:=::::::;;,__ _________ Date: __ /~l_/~Z~":J~/_/_f~-- B. CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the contractor I builder/ owner-builder. Contractor's Company Name: __________________ Please check if you are Owner-Builder K Name: (Please print) ___ -;::. __ 0~"7_,.,,_ _______ --,,1..--~ _________ f¼',,t'-'-'=~u....,=~A~N~V~-~- (First) (M.I.) (Last) Mailing Address: 'ii~ S-\..,A.p':'.) \\\/ \n \..,A N:ft Email: .')O';:,{G,..@ <:ii:,°otclW nS,. Ul= <,,p.,J \"'-AJJ U)', CA 1 'l.. ei~ 9 Phone· ';-fi,('.) • /4:1:, · Ca ) 5 A State of California Contractor's License Number:_---';v_,.__/~A-+-----Expiration Date: -~w=.,_/,~A=---- • 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. • I will provide a final report I letter in compliance with CBC Section 1704.1.2 prior to requesting final lnspecJ/cm. ,,.--7' Signature· ~ ;;l__-_,.~ Date: II (1,1-{ IJ 8-45 Page 1 of 1 Rev. 08/11 ·, , Project No. FC-18-11-154 April 5, 2019 Mr. Jose Luis Arellano 835 Ladybug Lane San Marcos, California 92069. 6.M§ GEOTECHNICAL SOLUTIONS, INC. Consulting Geotechnical Engineers & Geologists 5931 Sea Lion Place, Suite 109 Carlsbad, California 92010 Office: 760-602-7815 smsgeosol.inc@gmail.com Geotechnical Foundation Trench Observation, 4-Unit Apartment Complex 2637 Jefferson Street, Carlsbad, California We have performed a geotechnical observation of foundation trenching completed for the project 4-unit apartment building, subsequent to remedial pad grading which was recently carried out under engineering observations and compaction testing services provided by this office. Based on our observations, foundation trench excavations meet or exceed the minimum widths and depths specified in the pertinent soil report(s) and shown on the project plans, and are acceptable to us. Our observations further indicate that excavated foundation trenches expose dense bearing strata, suitable for structural support. Steel placement and concrete pour can proceed and carried out per the project construction schedule, as planned. If you have any questions or need clarification, please contact this office at your convenience. We appreciate this opportunity to be of service to you. 61'16 Geotechnical Solutions, Inc. Distribution: Addressee (3, e-mail) 6116 GEOTECHNICAL SOLUTIONS, INC. 6M6 GEOTECHNICAL SOLUTIONS, INC. Consulting Geotechnical Engineers & Geologists Phone: 760-602-781t smsgeosol. inc@g mail. corr 5931 Sea Lion Place Suite 10~ Carlsbad, CA 9201 C FIELD REPORT Field Reports will be distributed to the parties listed below within 14 days. Reports of non-compliant conditions will be distributed immediately. Project Name: Are/ltuiJo 4--Yh,t ApntUJ4etit urnpex 'r/1 t-1, Date: 4:-1-2.a\ 9 4 4--'3-2,s Project #: Fc,:--/8-1/-/ !'i'+: Time Arrived: I I • 00 AM/~ \3a A~ Time Departed=--,---,---.---,---,.- Project Locatlon:,2,Q-;t ~ c5f. 1 ~d::arlTime On-Site:_______ Travel Time: 314-C,Hr-) / Ne. ~ Contractor: MSR <otJsTP.IJCTfJIJ,h. Equipment: Total Time: :Z..·1:5 (Hrs,) lype of inspection GP# The Work □ Engineered Fill Bid . Permit # □WAS NOT IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPROVED PLANS ANO GEOTECHNICAL INVEST/CATION REPORT. CC: Client P · Architect ural Engineer Ject Inspector Contractor White Signature of Client RepresentaHve Test Location J1 ~dJJ ~- r--------f YYYYYY ;:s Fr.!. -.,. I , ···- E Technician 5,8. Please Print Name/ Title Print Name/ Title Registration#. ___________ _ Yellow -Contractor Pink -Building Official VICTOR RODRIGUEZ-FERNANDEZ, P.E., L.S. 1283 E Main Street, Suite 109, El Cajon, CA. 92021 PH: (760) 357-2434, Fax. (760) 660-4848 e-mail:engineervictorrf@aol.com To: City of Carlsbad Inspection Department BUILDING HE IGHT CERTIFI CATION August 7, 2019 Re: Forms Certification for 4 Unit Apartment Complex at 2637 Jefferson Street CDP-2016-0006, DEV 2016-061, MFD-01, GR 2018-0002 (DWG NO. 509-4A) To whom it may concern: T his letter is to certify that the property above mentioned was surveyed by me or under my supervision on August 5, 2019 locating the highest top of roof elevation (plywood) for the subject project. The maximum height elevation was found to be in conformance with the approved building plans for the project. Highest measured Top of Roof Elevation (Plywood)= 92.3' Measured Finish Floor Elevation = 58.2' Total Height = 34.1' (FF to top of roof) If you need any additional information, please do not hesitate calling me. Sincerely, I' , ( , ,/ Victor Rodriguez-Fernandez, L.S. 5335 8/07/2019 VICTOR RODRIGUEZ-FERNANDEZ, P.E., L.S. 1283 E Main Street, Suite 109, El Cajon, CA. 92021 To: City of Carlsbad Inspection Department PH: (760) 357-2434, Fax. (760) 660-4848 e-mail:engineervictorrf@aol.com BUILDING FORMS CERTIFICATION April 11, 20 I 9 Re: Fonns Certification for 4 Unit Apartment Complex at 2235 Jefferson Street CDP-2016-0006, DEV 2016-061, MFD-01, GR 2018-0002 (DWG NO. 509-4A) To whom it may concern: This letter is to certify that the property above mentioned was surveyed by me or under my supervision on April 1, 2019 locating existing horizontal control survey monuments and existing wood fonns for the subject project. The wood forms inside face were found to be outside the required building setbacks as shown at the approved building plans for the project. 58.6 top of forms If you need any additional information, please do not hesitate calling me. Sincerely, Victor Rodriguez-Fernandez, L.S. 5335 4/11/2019 PAOFIC CONSTIIUCTION INSPECTIONS, INC. 12308 Fronsac Street Tel (619) 7784219 San Diego, CA 92131 Email. pacificinsp20@Yahoo.com CERTIFIED INSPECTOR'S WEEKLY REPORT IJOBNO. 1:-: 10/ 7 / 19 -COVERING WORK PERFORMED □ REINFORCED CONCRETE 0 STRUCT STEEL ASSEMBLY □ SPRAY·APPLIED FIREPROOFING WHICH REQUIRED APPROVAL BY 0 PRE~STRESSED CONCRETE 0 REINFORCED GYPSUM IKJ OTHER Wood THE SPECIAL INSPECTOR OF □ REINFORCED MASONRY □ DEEP FOUNDATION JOBADDl<SS BUIUllNG _,,......,. 2637 Jefferson St, Ca~sbad 92008 CBR2018-3291 I PUNAL.f.NUMIIER OWNER OR PRClJECT NAME AROl!lB:T Arellano 4 Unn Anartments CONSTR.. MAR... (TYPE. GRADE. ETC) IDESIGN STRBkiTH SOURCE OF MFGR ENGH9I GAMA Enaineerina OESClllEMMl.(MIX~RE-&MQtADE&MFGR.WB..D.flOO,ETQ GB<BIAI.CDNTIW:IOR MSR Construction CONTR.i:x:.«i IE'ORIEDWORK LAB. IE<BW«i & lESTING CONSlR. MAJl SAMPl.ES INSP£CT10N ----OElAI.EDIIB'ORI" """ ""''""-'""""-OfW!>U<sPEC1"> LOCAJIOIIOFW0ar~llSTSAalESTJUIBl,.._IIEJIICl& .. ~,...;ass.....s.RC .:1.U0B.-.oNAIOUT-#M)gffl.Of--_l'UaDOII ___ T'lft.lDBff.NO'SOF'1151'-lMEM.snlJCT. CDINaDIS(alDSIWlE,M.t.lOIJSlOIIQUIDtOBJIID;Eft Arrived on site to orovide n,:,,Jiodic sn,:,,cial inspection of shear walls requiring nailing at 4" on center or less. Referenced sheet S1-34 for wall types, locations, Shearwall Schedule and Holdown Schedule. ln~n<>rtion included shealhina lvnA and thickness. Verified nail size, spacing, edge distance and penetration. Top and bottom shear transfers are complete. lnsnAMion also induded epoxy anchor bolt installations throughout. 5/8" diameter all thread were installed =r Shearwall Schedule. Contractor used Simpson SET XP, lot# 1000049927, expires 07/31/21 and is placed in compliance with ESR 2508. Verified hole depth, diameter and cleanness. Observed the epoxy injection and dowel installation in accordance with the manufacturer instructions. INSPECTOR IPRINT ORTYPE) Michael Vr/.ovich SIGNATURE: i\fl,, /\. \ _.1o A s.1 DATE SIGNB>: 10/7/19 cemFICATE NO. 1262 / 8292714 CERTIRCATK»i OF COMPLIANCE: to the best of our knowledge,. al of the reported work, urnes5 otherwise noted, substantially complies with approved P'ans. spedfications and applicable sections of the buikfing codes. This report covers the locations of the work inspected only and does not constitute engineering pin Ion or project control. DATE: 1/30/2019 JURISDICTION: CARLSBAD PLAN CHECK#.: CBR2018-3291 ✓• EsG1I A SAFEbuitf ColTlpany SET: ii PROJECT ADDRESS: 2637 JEFFERSON STREET PROJECT NAME: 3 STORY APARTMENT FOR ARELLANO □ APPLICANT ~URIS. ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: JOSE ARELLANO ~ EsGil staff did not advise the applicant that the plan check has been completed. D EsGil staff did advise the applicant that the plan check has been completed. Person contacted: J~ Telephone#: 619 980 6006 Date contacted: ·· (r!JY ) AARCHITECT Email: H@OHMSARCHITECTS.COM Mail Telephone 0 REMARKS: By: Bert Domingo EsGil Fax In Person Enclosures: 1/17/2019 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 ' . ... . DATE: 12/6/2018 JURISDICTION: CARLSBAD PLAN CHECK#.: CBR2018-3291 ✓• EsG1I A SME.buill Compa11y SET: I PROJECT ADDRESS: 2637 JEFFERSON STREET PROJECT NAME: 3 STORY APARTMENT FOR ARELLANO □ APPLICANT □ JURIS. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. IZJ The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. IZJ The applicant's copy of the check list has been sent to: JOSE ARELLANO D EsGil staff did not advise the applicant that the plan check has been completed. IZJ EsGil staff did advise the applicant that the plan check has been completed. Person contacted: JOSE Telephone#: 619 980 6006 Date contacted: (by: ) AARCHITECT Email: H@OHMSARCHITECTS.COM Mail Telephone 0 REMARKS: By: Bert Domingo EsGil Fax In Person Enclosures: 11/29/2018 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 •• . CARLSBAD CBR2018-3291 12/6/2018 PLAN REVIEW CORRECTION LIST MULTI-FAMILY PLAN CHECK#.: CBR2018-3291 OCCUPANCY: R 2 TYPE OF CONSTRUCTION: ALLOWABLE FLOOR AREA: SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED:12/6/2018 FOREWORD (PLEASE READ): JURISDICTION: CARLSBAD USE: APARTMENTS ACTUAL AREA: 4886 SQ FT STORIES: 3 HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 11/29/2018 PLAN REVIEWER: Bert Domingo This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2016 edition of the California Building Code (Title 24), which adopts the following model codes: 2015 IBC, 2015 UPC, 2015 UMC and 2014 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. CARLSBAD CBR2018-3291 12/6/2018 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PREPARED BY: Bert Domingo PLAN CHECK#.: CBR2018-3291 DATE: 12/6/2018 BUILDING ADDRESS: 2637 JEFFERSON STREET BUILDING OCCUPANCY: R2/U BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier LIVING 4886 126.45 CARPORT 1054 12.33 STORAGE 181 43.15 PATIO/DECK 1112 20.03 Air Conditioning 4886 5.39 Fire Sprinklers 6261 4.01 TOTAL VALUE Jurisdiction Code CB By Ordinance ----------- 1997 UBC Buildin Permit Fee • g I 1997 UBC Plan Check Fee __ ~-~ Type of Review: 0 Complete Review D Repetitive Fee 3 Repeats D Other □ Hourly EsGil Fee Reg. VALUE Mod. D Structural Only f-----ilHr. @ * Comments: In addition to the above fee, an additional fee of$ $ /hr.) for the CalGreen review. ($) 617,835 12,996 7,810 22,273 26,336 25,107 712,356 $1,632.521 is due ( hour@ Sheet 1 of 1 CARLSBAD CBR2018-3291 12/6/2018 GENERAL 1. 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 and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring IWQ corrected set of plans and calculations/reports to EsGil, 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 only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. 2. All sheets of the plans and the first sheet of the calculations are required to be signed by the licensed architect or engineer responsible for the plan preparation. California State Law. 3. Show on the Title Sheet all buildings, structures, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet. Sec. 107 .2. INTERIOR WALL AND CEILING FINISHES 4. Provide a note on the plans or on the finish schedule, stating, "Wall and ceiling materials shall not exceed the flame spread classifications in IBC Table 803.11." SOUND TRANSMISSION 5. The Title Sheet or Site Plan should clearly indicate if any portion of the project is in a noise critical area (CNEL contours of 60 dB) as shown on the City or County's General Plan. If no portion of the project is within a noise critical area, provide a note on the Title Sheet stating: "This project is not within a noise critical area (CNEL contour of 60 dB) as shown on the General Plan". 6. If the project is located in noise critical areas (CNEL contours of 60 dB) as shown on the City or County's General Plan, then an acoustical analysis showing that the proposed building has been designed to limit noise in habitable rooms to CNEL of forty-five dB is required. Where windows must be closed to comply, it is necessary to provide mechanical ventilation in accordance with the mechanical code. Provide design. CARLSBAD CBR2018-3291 12/6/2018 ROOFS/DECKS/BALCONIES 7. Balconies and decks shall be designed for 150% of the live load required by Table 1607.1. CBC Table 1607.1, as amended by emergency building standards. 8. Enclosed framing in wood exterior balconies and decks shall be provided with openings that provide a net free cross ventilation area not less than 1 /150 of the area of each separate space. CBC Section 2304.12.2.6, as amended by emergency building standards. 9. Wood balconies and decks that support moisture-permeable floors shall be provided with an impervious moisture barrier system under the moisture- permeable floor, with positive drainage. CBC Section 2304.12.2.5, as amended by emergency building standards. 10. Specify on the plans the following information for the deck/balcony surfacing materials, per Section R 106.1.1: a) Manufacturer's name and product name/number. b) ICC approval number, or equal. 11. Show the sizes/locations of roof drains and overflows. Section 1503.4. 12. Show the required attic ventilation on the plans. Show "area required" and "area provided." The net free ventilating area shall not be less that 11150th of the area of the space ventilated. Section 1203.2. 13. Show locations of permanently wired smoke alarms with battery backup in Group R-2 occupancies as follows (Section 907.2.11.2): Please see 3rd floor of C & D units a) In each story within a dwelling unit, including basements. NOTE: Where more than one smoke alarm is required to be installed within a unit, the smoke alarms shall be interconnected in such a manner that the activation of one alarm will activate all of the alarms in the unit. Section 907.2.11.3. 14. In dwelling units within which fuel-burning appliances are installed (and in dwelling units having attached garages), show the locations of permanently wired carbon monoxide alarms with battery backup, per Section 420.6: a) Outside each separate sleeping area in the immediate vicinity of the bedrooms. b) On each story, including basements. CARLSBAD CBR2018-3291 12/6/2018 RESIDENTIAL GREEN BUILDING STANDARDS The California Building Standards Commission has adopted the Green Building Standards Code and must be enforced by the local building official. The following mandatory requirements for residential construction must be included on your plans. CGC Section 101.3. The Standards apply to newly constructed residential buildings, along with additions/alterations that increase the building's conditioned area, volume or size. CGC Section 301.1.1. Provide a sheet on the plans labeled "Green Building Code Requirements" and include the following notes as applicable. 15. Recycling. Note on the plans that a minimum of 65% of construction waste is to be recycled. CGC Section 4.408.1. 16. Indoor air quality. Note on the plans that bathroom fans shall be Energy Star rated, vented directly to the outside and controlled by a humidistat. CGC 4.506.1. ADDITIONAL 17. The referenced detail 9/A 1 0 for the garage separation with the units above seems not shown. It could be 9/A8. 18. Please see the PME comments below. To speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes. please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: □ Yes □ No The jurisdiction has contracted with EsGil, 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 Bert Domingo at Esgil Corporation. Thank you. CARLSBAD CBR2018-3291 12/6/2018 PLUMBING, MECHANICAL, ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2016 CALIFORNIA ELECTRICAL CODE) 1. Update the GFCI and AFCI locations to current Code. 2. Include compliance with CEC 250.52(A)(1) or 250.104(A), whichever applicable, on the single line diagram. ENERGY (2016 CALIFORNIA BUILDING ENERGY STANDARDS) 3. R 19 is specified to be installed in the exterior walls. Many of the walls on the structural plans are 2 X 4. Please review. Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. • • n enn i UPDATED STRUCTURAL CALCULATIONS Per CBC 2016 0 a:> ~ 0 ..- U") 0 O') N ~ "'-.I 0 a:> ~, I'-N ~ ..--~-, ll"> ..-I ~ ..-co ~ 0 ~ m 0 PROJECT: 2637 Jefferson Avenue Carlsbad, CA 92008 . I • ,, -~ • , -_._ t ~· ~ / . ;.. November 12, 2018 38 Third Avenue, Suite C•Chuh Vista, CA 919 l 0 Phone:619.254.8548•Fax:619.489.0464 ::;;GAMA ::::IP Engineering~ STRUCTURAL CONSULTANTS Project ,21c> 3'r :fEaffet-s<> N ,W:;:;. By: '.:r. ~l'r.ZC.l 1; . /~ Date ll \Ihle Sheef_t_of ,30 TABLE OF CONTENTS 1. DESIGN BASIS: 2. DESIGN LOADS: 3. VERTICAL DESIGN (BEAMS, HEADERS, JOIST, STUDS, COLUMNS, etc.): 4. LATERAL ANALYSIS: (a) SEISMIC & WIND (b) LATERAL LOAD DISTRIBUTION 5. LATERAL LOAD RESISTING DESIGN: 6. FOUNDATION DESIGN: (a) CONTINUOUS FOOTINGS (b) SPREAD FOOTINGS 7. SHEARWALL SCHEDULE: 8. HOLD-DOWN SCHEDULE: . ··········-·····-·------------- z_ 3 r-11 IZ•IJ l'l-15 /{.-2" ~GAMA ':::::!P Engineeringi STRUCTURAL CONSULTANTS CODE: CONCRETE: MASONRY: MORTAR: GROUT: REINFORCING BARS: STRUCTURAL STEEL: DESIGN BASIS 2016 CALIFORNIA BUILDING CODE F'c = 2500 psi @ 28 days ASTM C90, F'm = 1500 psi Project: ___________ _ By:. ____________ _ Date: _____ Sheet: ~ of 3-o ASTM C270, F'c = 1800 psi, TYPE'S" ASTM C476, F'c = 2000 psi@ 28 days ASTM A615, F, = 40 ksi, #3 and smaller ASTM A615, F, = 60 ksi, #4 and larger "W" SHAPES --ASTM A992, F, = 50 ksi PLATES & CHANNELS --ASTM A36, F, = 36 ksi TUBES --ASTM A500, GRADE B, F, = 46 ksi PIPES --ASTM A53, GRADE B, F, = 35 ksi CONVENTIONAL LUMBER: DOUG FIR LARCH, ALLOWABLE STRESSES PER 2001 CBC. TRUSS JOIST PRODUCTS: ESR-1387 (LVL, PSL, & LSL MEMBERS) GLULAM BEAMS: SOIL: ESR 1153 (T JI JOIST) DOUGLAS FIR OR DOUGLAS FIR/HEM: GRADE 24F-V4 or 24F-V8 { ] UNCLASSIFIED SOIL PER TABLE 18-I-A ALLOWABLE SOIL BEARING PRESSURE (ASBP) = ____ PSF 1 Y]PER SOILS REPORT BY SM'? GFDTTT H N l c,,1. L Sol vTlo-.. ..S ALLOWABLE SOIL BEARING PRESSURE (ASBP) = 21 I 00 PSF :::GAMA ~ Engineeringi STRUCTURAL CONSULTANTS Project: ___________ _ By: ____________ _ Date: _____ Sheet:-~-of :i o DESIGN LOADS ROOF t30,L1-vf ) ) ROOF MATERIAL 5,0 -SHEATHING 1.5 1.5 RAFTERS OR TRUSSES 4.0 4.0 INSULATION 1.5 1.5 DRYWALL 2.5 2.5 OTHER M... ..M TOTAL DEAD LOAD: lS,0 PSF -PSF LIVE LOAD: 20.0 PSF PSF TOTAL LOAD: 35. 0 PSF --PSF FLOOR/DECK { C r'l·tte_F"i°" ) { bf~'>l·O ~"' FLOOR MATERIAL Lj.o L/, o SHEATHING & JOIST 5.5 5.5 DRYWALL 2.5 2.5 OTHER _1Q_ 3.0 TOT AL DEAD LOAD: 15,o PSF 15.0 PSF LIVE LOAD: Ljo .O PSF 40 .o PSF TOTAL LOAD: 5'5. o PSF 55.0 PSF WALLS: (EXTERIOR) (INTERIOR) STUDS 1.0 1.0 DRYWALL 2.5 5.0 INSULATION 1.5 STUCCO 10.0 OTHER 1,Q_ 1,Q TOTAL LOAD: 16.0 PSF 7.0 PSF _-..:GAMA ~ Engineeringi 8TIIUOTURAL OON8ULTjloNTS Project __________ _ By:. ___________ _ Date: ____ Sheet lj of JO VERTICAL DESIGN MARK: ~ t\ 1 L= q FT. w,-(21 1i.) l3St-,f):. 3H ("L f Wz = P1 • Pi .. USE: Li X IO O. f . frl. OR: MARK: f \5 1 L= t FT. w, -{?2.) l ~5 ~Sf)= ,z <-i 'o ()L\: w2 ... ('i/1.)P~ f~F): \\0 pu. P1 - P1 - USE: ::} Ii ,, >< \ '-1 psc OR: _________ _ MARK: t 13 '-L• \8. S FT. w1 -ln/i)( s~ ~f): 4 6 5 pu: W2 - P1 - P1 = USE: ~1/1 ti X: \LI,, V5l OR: ... MARK: f ~3 1,.c ?0.5 w,- Wz- P1 -un~n:. l..\13"l-C\\b ~ P1 - 1 I 1 • \.. USE: .., fl )( f 1 \'?I-- OR: FT. Rt. -If 6,'.Sb lbs v--1 ,,G lbs M...-'\ I 1 ;,O ft-lbs I f 'v.J ' ~.s· RL = '] ... ,-:i lbs v ... -J-':I): lbs M ... -I 71;20 ft-lbs ~ Rt."' Ll13 ZC-\ lbs v ..... '-lf:F~ lbs M ... -201 QZQ f\-lbs I VI, 4' Ra • I 65' lbs E / • I , ~oo ksi I,... • 1 1: f in• l vJ1. 1 3 -S' Ra-= S6l lbs E -,1,J gG ksi ..... -,~ ln4 'vJ, t 18 . S ' a.-1-\azg lbs E -2,e,of k.sl in• , ....... _, t Fl I (,~ RL • 3;3q lbs Vw"' J, S9 0 lbs M-• \"2..', SY Q 1\-lbs ' ~~GAMA ~ Engineeringi eTIIUCTUl!AL CONIULTANTe Project ___________ _ By: ____________ _ Date: _____ Sheet S of 30 VERTICAL DESIGN MARK: 1~ l\ L• \l-FT. w c2sj , )(/_~ ,,.,., .. -;: 6c~' \ i:. I= , W2 = P,"' P1 .. 1-,. Y II 1 /~ 1, f5 L USE: OR: MARK: L= FT. w,- W1 .. P1 .. Pi "" USE: OR: ARK: M EB:i L= 'r~ FT. w / S, , I\ r1 i . = zw ft\:. w, -( f .p,.S') ( I '1 f~ F W1 -r~.s• H I t l'H): sti 1 ~ i usE: ~-,~, x \L1 ., r~c OR: MARK: f~ l I,.• q FT. ' . w, =, Q°{? )( ':>::, 1'1\:) \ ( ·s<i':: •,, (,f ): 216 fL.i W1 • P,"" P1 • USE: '::\ I( IQ o. L :a\; "Z. OR: -·• -----------~ w, f 11-' i Rt,• 5, P>~ t lbs v_ .. s,xs% lbs M-..,. ?.\r050 ft-lbs I lbs lbs ft-lbs I \\I I 'I - 1 12. I RL • J t-~ lbs v .. , = 1, O l lbs M-.-5 105 0 n-lbs RL -If 1 ':I Z, lbs V ... • I I :z •1 2 lbs M-•• z, 3 q () ft-lbs Ra .. s.~~8 I lbs E -'Z...1QO(L ksi I J 6 r ),.. .. in4 Ra = lbs E -ksi ·---In• P, , It '4/-Z.. , ,. 11 5' , (t\1'11 . Ra= .. }11'· Z lbs E -100(.) ksi 1,.... • I Gt_) in4 Ra = 11147 E "'!,H1a 1-= 51, J lbs ksi in4 ::!iGAMA ':::IP Engineering~ IITIIUCTVRAL OONaULTAKn Project: __________ _ By: ·-------------Date: ____ Sheet 6 of 36 VERTICAL DESIGN r, .l I II USE: S / .. 1 )( 16 " f> L OR: _________ _ USE: 5'/t1 ,, X: II t/9" f 5 L 0~ ---------- -i 1 11 I usi:: .) rz x 1.1 ,2 ·· rst 0~ ----------,. MARK: f O' J-• \\.\, S FT. ('f/t 'il v, !'Sf )° .. u_~ ~Lr w,- W2 - P, .. P1 - USE: _L-_\X_lt,_\ _0_, ~.;...-_~_,;· ...;:z.;.__ __ _ OR: ---------,-- R1,= 5-Pl\ lbs v-• • c;' 1 ~ ci lbs M ... -rzJ _ ✓ _ ft-lbs f RL "' ld~I lbs \ , v ... = ,&;ii lbs M .. ,. 5'~10 ft-lbs I Ra• 15 .qi.o lbs 1 E • -z., 000 ksi I...,. ~ ,~, in4 ~IL: i~~~I ~ 1,.. • '-i 38 in4 Ra· 5,H~ lbs E -2,0 00 ksl ._. -2 O'f ln4 '"' { \L\.s I Ra = I , DI lbs I;' 120 E ... ksi ,_ -r 19 3 in~ ~FORTE~ MEMBER REPORT Level, [RJ1} 1 piece(s) 11 7 /8" TJI® 110 @ 16" oc I Overall Sloped Length: 21' 7 5/16" ,'. \ .. ~·· -: ·~·~· ,• _: :-.:. · . .,, ... :. •, ~ 21' All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are honzontal. -~------·· -.. I DeslanRnults Aciu.l.l..oalU .... Al--LDf ..-,c--......~) Member Reaction (lbs) 504@ 2 1/2" 1719 (3.50") Passed (29%) 1.25 1.0 D + 1.0 Lr (All Spans) Shear (lbs) 490@ 3 1/2" 1950 Passed (25%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (R-lbs) 2614 @ 10' 9 1/2" 39SO Passed (66%) 1.25 1.0 D + 1.0 Lr (All Spans) uve Load Detl. (In) 0.478 @ 10' 9 1/2" 0.706 Passed (l./531) .. 1.0 D + 1.0 Lr (All Spans) Total Load Dell. (In) 0.837@ 10' 9 1/2" 1.059 Passed (l./304) .. 1.0 D + l .0 Lr (All Spans) • Defteclion crtlleria: U. (l/360) and TL (l/2'10). • Bnlclng (Lu): All compression edges (top and bottom) must be braced at J' 1/2" o/c unless detailed olhefwlse. Proper attachment and positioning of la!J!ral lndng is required to ac-member stability. _,......,, ~"'~(lbs) Supports Total Awllable Required -Roof T---,.._ I • ee.eled Piale • DF 3.50" 3.50" 1.75• 216 288 S01 Blocldng 2 • ee.eled Pt.Ile • Df 3.50" J.so· 1.75• 216 288 501 Blocking • lllocldng Pilnets are as.sumed ID c.any no loads opplled dir£dly above them and the full load 1s applied ID the nwmer being designed. ---· --Uwe Loada ~ Sc,adr,o (0.,0) <-1.!15) ~ 1 • Unifom, (PSF) Oto2l'7" 16" 15.0 20.0 Roof PASSED 36 S\'S11!ffl:Roof Member Type : Joist llulklng Use : Resldenttal llulklng COde : IBC Desion Metl1odology : ASO Member Pitch: 0.25/12 ~W_e1 .... .,_ .. _m_aaec __ UNr __ Noties _____________________________________ ---l ~S\JSTAINA8lE FOl1ESTRYINITIATIV£ :Wf!y1!111aeoser warrants that the sizing or Its products wlll be In aca>rdance with Weyemaeuser product design a1ler1a and publlslled design -..,1ues. lw~ ~ dsi:lalms ~ OUler warranties relatro to the software. Refe< ID current Weyerh,>euser literature for Installation dell!lls. l(www.WOCldt>vwy.com) Accessories (Rim Board, Blocking Panels aM Squash Blocks) are not designed by this software. Use or this software Is not lnlended to . circumvent the need fo, a design professional as dell!rmlncd by the autllor1ty having junsdic11on. The designer ol record, lulde< or framer Is responsible to !assure that this calculallon 15 compaUble with the .,..,..,.11 project Products manufacturtd at Wcyc,haclJSEr l'acl4illes are third-party ccrttfled to sustainable foleslry standards. Wcye,l,oeuse< Engineered Lumber Products have been ewtuatcd by ICC ES und<r ll!chnlcal reports ESR·1153 and ESR-1387 a,,,d/or liested In accordance with appUcabl<! ASTH S1an(lard$. r-or current code evaluation reports rele< ID ht11)://www.w-bywy.com/seMCes/s_COdeReports.aspx. :The product &lll)llcatton, Input de,lon loads, dimensions and support Information have been provided by Fortl! Softwa"' Operator Forlo Software Operator Job Notes Juan Gerc18 GAMA Eng,n"""n~. INC (619) 254-8~8 1garc,a@gama-1ncc.om --------·---· -•·-·····-·------; Forte v5.0, Design Engine: V6.4.0.40 2637JE~1.4TE Page 1 of 1 ~!FORTE . MEMBER REPORT Level, {DJ1) 1 piece(s) 11 7 /8" TJI® 210 @ 16" OC t 0 ill Overall Length: 17' 7" 17' All locations are measured from the outside face of left support (or len cantilever end).AJI dimensions are horizontal. r-----------------·---------·-... Deslan Results Actual O Locallon Allowed R"""lt LOF Load: Combination (htllem) Member Reaction (lbs) 637@2 1/2" 1134 (2.25") Passed (56%) 1.00 1.0 D + 1.0 L (All Spans) Shear (lbs) 623 @3 1/2" 1655 Passed (38%) 1.00 LO D + 1.0 L (All Spans) Moment (Ft-lbs) 2701 @ 8' 9 1/2" 3795 Passed (71 % ) 1.00 1.0 D + 1.0 L (All Spans) U...e Load Dell. (In) 0.304 @ 8' 9 1/2" o.5n Passed (1./677) .. 1.0 D + 1.0 L /All Spans) Total Load Oetl. (In) 0.419 @ 8' 9 1/2" 0.858 Passed (1./492) .. 1.0 D + 1.0 L (All Spans) TJ·Pro"' Rating 42 40 Passed .. .. . --·~~·------------• Deflec1jon cr11er1a: u. (1/360) and TL (1/240). • Bracing (Lu): All compression edges (top and botlom) must be IYaced at 3' 10 9/16" o/c unles.s delailed otherwise. Propel' auachment and positioning of lateral bracing Is required to achieve member stablltty. • A Slruellnl analysts of Ille deck has not been performed. • Deftectlol1 analysts Ii baS<d on composite a<:tk>n with a single layer of 23/32" Weyerhaeuser EclQe'" Panel (24" Span RaUng) that Is glued and nailed down. • NHttonal COllSlderallons tor Ille TI-Pro'" RaUng Include: None 8eilrlngl.enflltl Leads to Suppaota (b) Supports Total """'-Requl...i -F1«N' T_. -..... l • Stud wall · OF 3.50" 2.25" 1.75" 176 169 615 I l/4"Rlmeo..rd 2 • Slud wall • OF 3.50" 2.25" 1.75" 176 469 645 l 1/4" Rim 8oard • Rim 8oard Is assumed to ca,ry all loads applied dinectly abo"" It, bypassing 11., member ~ng designed. -----------· --·----- DeN F'-'U... Loads t.ocetiM 5paclng (0.,0) (1.00) Cont- 1 • Uniloon (PSF) Oto17'7" 16" 15,0 40.0 ~~ • U"1n9 t 0 PASSED of 36 System : Floor ~berType:.Joist BotUr,o use : Resi<lenUal Bullding Code : IBC Deslon Mechodology : ilSO ----.. ____ .. ______________________________ _ I--W=reY::..<..:te:...rh.:....:.•..=•..:.use..:....:._r_NcJte...:..:=S---------------------------------------1 ~SUSTAINABlE ~ESllll' INITIAWIE Weyemaeuser warl'ilnts Uiat !he slzlng of Its n,oducts will be In accordance with W~ product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties relatl!d to the sortware. Reier ID current We,oert,,,euser literature for lns1allatk>n de1311s. (www.woodbywy.com) Acccssortcs (Rim Board, Blocking Panels and Squash Blocks) 3re not dcslgnc:d by this software. Use of !Ills software Is not lntz,ndaj ID clrcu"""""'t the need for a design professional as determined by the authority having Jur1sdlctton. The designer or record, builder or frame' Is responsible ID assure that lt\ls calculaUon is oompaUble with the o-1 projtct. Products manufactured at Weyert,aeuser f'llcllllles are thl~ certlfled 10 sustainable l'orewy -· Weyemaeuse< Engineered Lumber Products have been evaluatl!d by rec ES under lechr1k:al reports ESR-1153 and ESR-1387 and/or tested In accordance wnll applicable ASTM standams. For current axle evaluation reports refer ID htJp://www.woodbywy.com/se<VICes/s_CodeReports.1spx. n-c product appllcaUon, Input design loads, dimensions •"'!..:':'.!'l'°'.!.~~~U~n t_>av<: ~ provided by Fort,: Sollwc_ __ •re..:....Opcrator.:...c. ..• _________ _J [-~~:-~~;;.~~~~~( ---------.... -~~--~-~}~_ -- Juafl G,;\f("•a CAMA Enij,'lOOr,,.g INC 1619) 25-1-854$ 19-w•·10@-J(,ma-•r,r, (',om Forte v5 o, Design Engine: V6.4.0.40 2637JE-·/.4TE Page 1 of 1 :.i!FO RTE ,. MEMBER REPORT Level, [FJ1} 1 piece(s) 14" TJI® 230@ 16" OC Overall Length: 21' 7" . . . . ~·· t. 21' AJl locatlons are measured from the cul.side race of left support (or left rantilever end).All dimensions are horizontal. DulanRelulb -·Lacatlan Allowad --I.DI' ~•o.bl•llttc.~) Member Reaction (lbs) 784 @ 2 1/2" 1183 (2.25") Passed (66%) 1.00 1.0 D + LO L (All Spans) Shear (lbs) 770 ® 3 1/2" 1945 Passed ( 40%) 1.00 LO D + 1.0 L (All Spans) Moment (Ft-lbs) 4107@ JO' 9 1/2" 4990 Passed {82%) 1.00 1.0 D + 1.0 L (All Spans) Ul.'I! Load Dell. On) 0.439 @ 10' 9 1/2" 0.706 Passed (l/578) --LO D + 1.0 L (All .:;n..ns) Total Load Den. (In) 0.604 @ 10' 9 1/2" 1.058 Passed {l/420) .. 1.0 D + 1.0 L (All Spans) Tl-Pro'" Rating 36 35 Passed .. .. ... •-··-.. -·---· ---·-·· • Deftecljon c.-a: U. (l/360) and Tl (l/240). • llnldng (Lu): All compression edges (lop and bollom) ""'" be braced at 4' 1/8" o/c unless detailed olhetwlse. Proper attichment and positioning or labeRI brach,g is requi~ ID ilCllieYe member stability. • A structural analy,ls of the deck has not be<,<, performed. • Deflection analysis Is based 011 comPoslte action with• single layer ol 1:3/32" wey,,maeuser [clQe .. Pan,! (24" Span Rattng) that Is glued and nailed down. • Additional considerations for the T J·Pro'" Raang Include: None 8-inll'-lfl ..... 11>5-ts(lbs) Supports TCMIII ........ ._..... Dead Floor ,._. ,., ... ..... I • Stud wal . Df J.so· 2.25" 1.75• 216 576 792 1 1/4" Rlm Board 2 · Stud wal • DF 3.50" 2.25" 1.75" 216 S/6 /92 l l/4" Rim Board • Rim Board 15 as,umed lD carry all loads applied dl=tly above it, bypassing the memoe, belng cleSlgned. -FlaorU.. LOlldl Loallloa !ilpadolg (0.90) (1.00) c-- 1 -Unilonn (PSF) 0ID21'7" 16" 15.0 40.0 Resldentlal • Uvlng Neas 0 I PASSED q 3o Sysll!rn :Floor _, Type : Joist Building use : _, Building Code : !BC ~n Methodology : ASD 1-w=,-=· :.:.rtMle==-=;...:..NcJtet==-------------------------------------1 <!j>suSTAINAOlE F<lf!ESTI!\' INIIIATl\lt Weytrt,aeuser warrants l!lal the sizing of Its products will be In accordance with Weyert\Oalser product design crlll!f1a and published design values. Weyemaeuser expressly dlsdalms any other warrantles related tD tile software. Refer tD current Weyert,aeuser llbeRture lor lnS1allation details. (www.woodbywy.com) AtteS50flcs (Rim Board, Blocklng Panels and Squash Bloclts) are not designed by this software. ~ of 1h15 sollware Is not intfflded tc clrcunwent the need lor • design professional as determined by the authority having Jurisdittk>n. The designer of~. builder or fTamer ls resl)Oflslble ID assure that this cak:ulaaon Is compa-with the o"""'" project. Products manulac11lred at w..,...,__ fadlltle$ ¥1! third-party Cl!rtllled ID !l/Stlllnoble fore:sby standards. Weyertlaeuser Engineered Lumber Products have been .,,,.,uatl!d by ICC ES under technical fl!J)Orts ESR·IISJ and ESR-1387 and/o, ll!Sll,d In actotdante with applcable AS11"I standards. ror current code evaluallon reports r,,fer ID http://www.woodbywy.com/serw:es/s_CodeR<l)Orts.aspx. The product appllcallon, Input deslgl loacls, dimensions and support lnformatton have been provided by r-orte SOftwore Open,tor JobNolH, Forw Software Operalor Juan G8fC18 GAMA Englr80fing. INC (619 I 2~./1548 1garc,o{~fTla Inc com Forte v5.0, Design Engine: VG.4.0.40 2637JE-1.4TE Page 1 of 1 ~lFORTE' + 0 MEMBER REPORT Level, [FJ2] 1 piece(s) 14" TJI® 360 @ 16" OC Overall Length: 26' 1 • " " " " " " l 3'6" ! 22' 1 ,t 12] All locations are measured from the outSide face or left support (or left cantilever end).AII dimenSions are horizontal. J OeslanResults --• Location --t I.DI' 1-1:C-~ (-.i) ! Member Reaction (lbs) 1668@3' 7 3W 2'160 (3.50") Passed (68%) 1.00 t.O D + 1.0 l (All Spans) I Shear (lbs) 867 @ 3' 9 \/2" 1955 Passed (44%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs) 3986 @ 15' 5 3/8" 7335 Passed (54%) 1.00 1.0 D + 1.0 L (Alt Spans) Uve Load Dell. (in) 0.458 @ 14' 9 1/8" 0.741 Passed (1./583) ·-LO D + LO L (Alt Spans) Total Load Defl. (In) 0.546 @ 15' 1/4" 1.111 Passed (L/488) .. 1.0 D + 1.0 L (Alt Spans2__ TI-Pro"' Rating 35 35 Passed .. .. ·--• Deftectlon criteria: LL (l/360) and Tl (l/2~0). • Ove,hano dellection criteria: LL (2l/360) and TL (2l/2◄0). • Bracino (Lu): All compn,sslon edges (top •nd boUl>m) must be br.Ked at 4' 6" o/c unless det.llled othe<wt,e. !'roper attachment and positioning of laler•I bracing Is required ID achieve member st,bility. • A S1ructural anall'Sls of the decl< ha'5 not been performed. • Deflecilon anall'Sis Is based on compc,;lti, action With a single la~ of 23/32" Weyemaeuse-Edge'" Panel (2◄" Span Rating) that Is glued and nalll!<I down . • AddiUonal considerations fo, the T}-P,o~ Rating inel,Kle: Non, • Permanent bracing at third points in the back spar,°' a direct applied celling over the enure back span length Is required at the lefl end of die rnem!.,e,. See llte'3ture detaU (PB!) fo, danficaUon. IM!fng.._ui Loads ID su,,orta oi.) Supports Total A-.bie Required --T_, --,.._ 1 • Slud wall -OF 3.50" 3.50" 3.50" 617 1051 1668 Blocklno 2 • SW<! woll -DF 3.SO" 2.25" 1.75" 176 6°"/-.S 780/ ... 5 1 If◄" Rim Boord ·-· ....• • Rim Board Is assomed to r.,rry an IOads applied directly abo,e It bypilsslng the member being designed. • Blocking Panels are assumed to carry"" loads applied di...ctly above lllent and Uie full load is applied to tJie ,nember being designed. ---· -,._ u .. Loads LDcatlon ~ ... (0.90} (l.lNJ) ~ 1 -Umfomt (PSFJ 0to26'1" 16" 15.0 40.0 Residential • LMrtQ ,_,. 2 -Point (lb) 0 N/A 271 l lJ 0 PASSED 10 Syslem:Floor _,Type: Joist Building Use : ResldenU.I Building Code : !BC Design Methodology : ASO -------------~•-·-----·-··-· ·-··-·--·--··---·------·- 1-w=e:.,ye.:e:.:rti=ae=user=:.:...N:..:..::ote=s::.... _____________________________________ -I (f/Jsus1A1NA8l.f FORESIRY INITIA1'1Vl w~ warrants that the sizing of Its p,oducts w,11 be ,n accomance with W")'Ortiaeuse< p,oduct <lesign criteria and published desi<Jn values. w~ expressly disclaims any othe' waminties related to tJie scf\ware. Refer to cum,nt w~ literawre fo, inst1lllation details. (www.woodbrw'/.c0<n) Accessorie5 (Rim Board. Blocking Panels and Squash Bloc"5) are not designed by this scllware. Use or this softwan, Is not lnlended to ctrcumvent the need for a design professional as detffmlned by the autho~ty havfno Jurlsdlcton. The designer of record, bYilder or framer Is responsible ID assore that this calculatlon Is compatible with the oven,11 project. Products monut.ctur.d at W~5e< faclllties are lllh'O-P&rtv certified ID sustainable forestry standards. Weyertlae\Jser Engineered Lumber Prodocts have been evaluated by 10: ES under ll!Chrical reports ESR·llS3 and ESR-1387 and/or tested In accorclance with applicable ASTM standards. Fo< current code e,,olv,llOO ceportS eefe, to hupcf/www.woodbywy.com/seNice,/s_C-odellepo,ts.asp><. ~~ application, Input design loods. dimensions and SU()l)Ort information have been provided by Forti: software OperalDr Job Notes Forte Sottw-111rv OperatOJ Juan Garcio GAMA Eng,neenng, INC (619) 254-8540 19arcia@<J8lll8•1nc COIII Forte v5.0. Design Engine: V6.4.0.40 2637JE~1.4TE Page 1 of 1 ~FORTE ' MEMBER REPORT Level, [FJ3] 1 piece(s) 14" TJI® 230@ 16" OC PASSED Overall Length: 24' 7" _\I_ 30 " " " " " " l 3• 21· 1#----,1:,'-,r--------------------------,r El All locatlons are measured from the outside face of left support (or left cantilever end).AII dimensions are hortzontal. -·-· •----·-DeslanResults Actual O LocaUon All-R-,lt U>f lolcl: Coonblnortlon (httam) Member Reaction (lbs) 748 @ 24' 4 1/2" 1183 (2.25") Passed (63%) J.00 1.0 D + 1.0 L (Alt Spans) Shear (lbs) 793 @ 3' 3 l/2" 1945 Passed (41%) J.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs) 3742 @ 14' 3 l/4" 4990 Passed (75%) 1.00 1.0 D + 1.0 L (Alt Spans) Uve Load Oel'I. (lnl 0.444 @ 13' 9 1/8" 0.708 Passed (l/573) .. 1.0 D + 1.0 L (Alt Spans) Total Load Dell. (In} 0. 548 @ 13' 11 3/8" 1.061 Passed (l/465) .. 1.0 D + 1.0 L (Alt Spans) TJ·Pro'" Ratlno 36 35 Passed .. ---·--·~ ·-. ·-• Dellection criteria: l1 (1/360) and IL (1/24-0). • ~ denect1on critl!ria: u. (21/360) and TL (21/24-0). • Bracing (l.lJ}: All compression edges (top and bot1l>m) must be braced at 4' 2 7/16" o/c unless delalled otrlerwl"'. Proper artachnw,nt and posiboning of l~I bracing Is required to achie',<e member stability, • A slructural analvsis of lhe deck has oot been performed. • Deflectlon analysis ts based on composl~ action with a single layer of 23/32" W~r Eclr,le'" Panel (24" Span ~Ung) that Is glued and nailed down. • Additional consideratlons for lhe TJ-Pro'" Ratjng include: None • Permanent br'ddny at third points In me ood< span o, a direct Ol)()lled celling over Ille entire back span length ls required at tile Iott end of tile member. See lller.lture delall (PB!) for Clarilication. ,------------.------,--,--,·· ~ngLenvth Supports Available Required floor ,.._ Tola! _._ 1 -Studwall·OF 3.50" 3.50" 3.50" 53S 838 1373 Blocldng 2 -Sb.Id wall OF 3.50" _ . _1._~S_" _ _,_ __ 1_.7_5_" _ _,__1_79_~_5_7_7/c..·_19 756/·19 I 1/4" Rim Board • Rim Board Is assumed to cany all loads applied dlrec11y atxr,,e It bypassing the member belog designed. • Blocking Panels are assumed to cany no loads applied directly ahove them and Uie run load Is applied to tile member being designed. ---·--·-- Dead floorUve Loads Location Spacing (O,!IO) (1.1)()) Comments 1 • Unifo,m (PSF) 0 to 24' 7" 16" LS.O 10.0 Residential l.Mng •=• 2 -PO<ll(lb) 0 N/A 222 80 1 Weyerhaeuser Notes -.. ------------- W~ser womints that the s!Zlng or Its products wnr be In acr.Ofdance with Wev,,rhaeuser product design critEna and published des!Qn values. j Weyemacuscr expressly disclaims any Olher warrantieS related to the software. Refer to current Weyerhaeuser llb!ratun! for inslallation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not doslgn<!d by this software. Use nf lhls software is not intended to drturnverit tile need for a design professional as de!Prmlned by the authority ha"'ng jurisdiction. The designer of re<:l>rd, builder o, l'ramer Is responsible to aSS<tt tllat lhls calculation Is compabble with the ~•II project. Produ<:ts ~-at Weyerhaeuser facllltlcs are third-party certified to sustainallle forestry slandards. Wcvert,aeuse, Engineered Lumber Products have been evaluated by ICC ES under technlcal reports ESR-1153 and ESIH387 and/o, b!sll!d In accordance with applleable ASTM stanc:1an:ts. For current code P.vailuatinn repa,,ts refer tD http://www.woodbywy.com/sef"Aces/s_CodeReport:s.aspx. The product application, Input desl<,ln loads, dimensions and support lnformab?~ have been provided by ~~•re _opera __ tor _________ ~ System : Floor MemberTVl)e:.Jolst Bulldlng Use : ResldenUat Oulldlng Code : IBC Oesigrl Melhodology : ASO ~SUSTAJNAetf FOIICSTIIY INITIATM Forte v5.0. Design Engine: V6 4.0.40 2637JE-1.4TE Page 1 of 1 :::GAMA ":::::P Engineeringi 8TRUCTURA~ CONSULTANTS Project: _______________ _ By:, ____________ _ Date: _____ Sheet \2 of 3° CBC2016 (1613), ASCE 7-10 CHAPTER 11, 12, 13 SEISMIC DESIGN CRITERIA Soil Site Classro--·--•-1 Table 20-3-1, Default= D Response Spectral Acc. (0.2 sec) s. = 150 00%g Response Spectral Acc.( 1.0 sec) s, = 60.00%g Site Coefficient Fa = 1.000 Site Coefficient Fv"' 1.500 Max Considered Earthquake Acc. S1,1s = F •. s. Max Considered Earthquake Acc. SM,= F0.S, @ 5% Damped Design Sos = 2/3(51,15) So, = 2/3(S1,11) Building Occupancy Categonesi 11, Standard Design Category Consideration: \ Flexible Diaphragm Seismic Design Category for 0.1 sec D Seismic Design Category for 1.0sec D s1 < .ng NA Since Ta < .8Ts (see below), SOC = D Comply with Seismic Design Category D 12.8 Equivalent lateral force procedure = 1.500g = 0.600g = 1.500 = 0.900 = 1.000 = 0.600 ... ... Figure 22-1 through 22-14 Figure 22-1 through 22-14 Table 11.4-1 Table 11.4-2 (11.4-1) (1 1.4-2) (11.4-3) (11.4-4) Table 1-1 with dist. between seismic resisting system >40ft Table 11.6-1 Table 11.6-2 Section 11. 6 A. BEARING WALL SYSTEMS T-12.2- Seismic Force Resisting Systems J 13. Light-framed wall, sheathed with wood strucw ral panels rated for shear resistance or steel sheets • c1= 0.02 Building ht. H0 = X = 0.75 T-12.8-2 ft Limited Building Height (ft) = 65 for s01 of 0.600g Table 12.8-1 = 0.210 12.8-7 TL= 8 Sec C0= 1.400 Approx Fundamental period, T. = Ct(h0)' Calculated T shall not exceed S Cu.Ta ------ Use T = I 0.210 • sec. 0,8Ts = 0.8(So,ISos1 = 0.294 = 0480 Control (exception of Section 11 .6 does not apply) Is structure Regular & S 5 stories ? I No • Response Spectral Acc.( 0.2 sec) s. = 1 500g F, = 1.00 @ 5% Damped Design S0s = ½(F •. S.) Response Modification Coef. R = 6.5 Over Strength Factor 0 0 = 3 Importance factor I = Seismic Base Shear V = c,w C,= Sos R/1 or need not to exceed, C, = So, (R/1).T or C,= SmTL T2(R/I) c. shall not be less than= 0.01 Min C, = 0.5S11/R Use C, = 0.154 Design base shear V = 0.154 W = 1.000g =0.154 = 0.439 NIA N/A Control • Since building is assumed Irregular, Base Shear will be increased by 25% • Since Seismic Design Category is 'D', Redundancy (p) is 1.3 12.8.1 .3 (11.4-3) Table-12.2-1 Table 11.5-1 For TS TL ForT >TL For St::: 0.6g • Since Allowable Stress Design is being used, multiply Base Shear by a factor of 0.7 (12.3.3.4) (12.3.4.2) (1 2.4.1) Therefore. Voesign= (1 _25)(0. 7)pCsW = (1 .25)(-7)(1.3)(0.154)W = II O.175W --··--~--------· .. ·------·-------- (12.8-2) (12.8-3) (12.8-4) (12.8-5) (1 2.8-6) ::;GAMA ~ Engineering i STRUCTURAL CONSUL TANT$ Project: ___________ _ By: ____________ _ Date: _____ Sheet: I~ of 3 0 CBC 2016 (1609.6), WIND DESIGN CRITERIA BUILDING DATA: Basic wind speed (3 sec gust): V = 110 MPH (85 MPH • ASD) Exposure: B Building Category: II Roof Pitch: 0,?..S, ft:12 ('/~ /r-r) Roof Mean Height, H = _3,~"l..~- MOTHOD -ALTERNATE ALL-HEIGHTS: Pnet = qsKzKztlwCnet (Eq. 16-35) Kn= 1.00 lw = 1.00 q, = 0.00256V2 = 18.5 PSF (ASD) TABLE 27.3.1 ASCE 7-10 H 0'-15' 15'-20' 20'-25' 25'-30' 40'-50' Kz 0.85 0.90 0.94 0.98 1.09 TABLE 1609.6.2 Cnet ; walls Cnet ; roof 5: 12 slo 0.58 MWFRS (85 mph wind) qs Kzt lw Kz Cnet Pnet WALLS 18.50 1.00 1.00 \ oL{ o.9.4 \6.0 ROOF 18.50 1.00 1.00 \ .n\,1 \ . o°\ 2\.0 Pnet, min= 16.0 PSF (1609.6.3) Project: __________ _ By:. __________ --:-_ Date: ____ Sheet tl.j of 30 LATERAL LOAD DISTRIBUTION BUILDING DEAD LOAD: ROOF DEAD LOAD: ~ Roof = ( L 15 6 h )( \~ f '>f ) =-' \,.-,31.JD lbs Exterior Walls = \ \ S l ~ t )( io' /2 ) { lb f Sr ) ·. Interior Walls = ( IQh <c) ('0/z.)( t &51: J "- ,1,, ,o lbs i ~. J:I 0 tbs > Total Weight= ___________________ ___.._-...........,.,.__ lbs 2nd FLOOR DEAD LOAD: Floor = ('21) 83 f fL ) ( \.S f ~ f ) : '35,305 lbs I Exterior Walls = ( 1. 61 ' )( ~/2 )(ll f5f )± \?..iUO l~S = )\ ,3{;t.t , lbs Interior Walls = ( l ~ "' )( q /1 )( 3: f ~' t· 1 -I ~ (t) O I '05 ~ 9 1 (,0I lbs Total Weight=----------------------t-J.b 1:Ho lbs 1st FLOOR DEAD LOAD: Floor = ( ?. , L\ -i z {( 2 ) ( \ S f S f ) : )' .~30 lbs j Exterior Walls = (11,1) ( (),'J-i_ )( llf'.,f) +1q 1v-4 lb,:· Interior Walls = I I q Y ) ( fh_ ) ( r f5 F ) + ' 5 , 89 \ \ 0 S : ' I :Y1, D9 '7 lbs 11 . crt I lbs ' :, Total Weight= ___________________ __,_.........,!-=-...._._-lbs 1 qt ~qt lbs TOTAL DEAD LOAD, wt=-------------------'---+--"-..:...- BASE SHEAR, V = o.ns Wt• (Q,\}'5 )(\'ft,3q"'.\-\b$):-?}\, s'-11.I I lbs UNIT SHEAR, v = V/AREA= ___ __,psf (ONE-STORY STRUCTURES ONL 'rJ DISTRIBUTION : Fµx = w1 h1 (~ Wx hx Wx hx w~ h1 lw;h; A Vx = (Fpx /A) (kips) (ft) (kip-ft) ~ w, h, (lbs) (fr) (psf) ROOF )~. '2. 3 1.. , , 06Z.-c.t o. '30 10 t 1(, 3 • L 'I' Sb C\. 0 2..t\tj FLOOR 16-S '2. \ I J 611.e 0. L\t I b I -i. ~ s. T 1 ,3£>l b. a 1,~tFLOOR 81-. t.\ l\ -:\-<c,6.1-0.1. 1 l-, q45 .1 1. '-1-Z.'2. I 3.3 Project ___________ _ By: ___________ -=-:_ Date: _____ Sheet IS of 30 SEISMIC vs. WIND (HORIZONTAL LOADS) ROOF LEVEL UNIT SHEAR: WIND: P=AUA x Fw = S S' ( ~ + \ 1 ) ,,1'>(;,f{'l SEISMIC: Vx= q ·PSF v------ 3th FLOOR LEVEL UNIT SHEAR: x Z. I · O PSF = 5 · 5 PSF . , ~ISM '( WIND: I /(l ') .Sl '(II ' t,4'\ P=AUA x Fw = SI I 2 + ;; ·, , 4 J x '2.1.0 PSF = 6. '-f PSF ,,,5i-ft '- SEISMIC: V,c=_b •~8~-PSF V 2nd FLOOR LEVEL UNIT SHEAR: WIND: X '1. I. 0 PSF = B. 3 PSF SEISMIC: vx= 3 · , PSF"' , •. (01'1 A.1 Vl../1 t IVE ·-----· --· ·-------- :::GAMA '::::JP Engineeringi STRUCTURAL CONSULTANTS Project: ___________ _ By: ________ -,-----,-- Oate: _____ Sheet: 16 of J 0 SHEARWALL DESIGN 3 ~Q Story Shearwalls, (v = GI , O psf) Seismic Load, F. = 2, ( <./ 6 I 5. SIS Lbs I Grldllne 3 · 5 T 'b t A ( 551 ) ( Z \') /7.. -:. r -:l r, ft n u ary rea : _ _ _ _ ::::i J O sq. . Lateral Load: '$1 3 'f-f 1. x g, Q P;, f -:. S, 2 O '2 Lbs • Lateral Load (Above):------------------------'---Lbs Seismic Load. F, = S , 1 o 7 Lbs Shearwall Length, L = ___ y~v__,.'--TS ___ ft. I Unit Shear, v = F,IL = \ -Z, 6 pit Shearwall type: @ Wall Overturning: L = ZcJ · z 5 ft. [ v(overtuming Okay by inspection OTF = )7. ~(LF (lo')-O,cf {\O')(J f<_,f )(-1'..~/-·~·):. Holdown Type: NO I f?-E: G ''p 64 2... Lbs Grldllne L\ Tributary Area : _____ (,._i_~_>)._..(~i__,1 ')'-+/_-z.~----------------2,.__,j_4 ___ sq. ft. LateralLoad: 2 '1'-iff 7.X'f-OpH ~ z.1 646 Lbs Lateral Load (Above): Lbs Seismic Load, F.= 216 'H Lbs -Sl?L l t.r Shearwall Length, L = ___ l-\_. __,_J _S ___ ft. Unit Shear, v = FJ L :: S S '\ plf ':< I()' ---- Shearwall type: @ Wall Overturning: L = l /. 1-5 ft. ] Overturning Okay by inspection OTF = SQ~ fLF-(IQ') -0 .q (10 1)/ l~ f'Sf) { *') ' Holdown Type: l' .Mo s I 14 <i) 5 ,518 Lbs I ~---GAMA ~ Engineeringi STRUCTURAL CONSULTANTS Project: ___________ _ By: ___________ ~-- Date: Sheet: Ir of 30 ----- SHEARWALL DESIGN 3 ii._ Q Story Shearwalls, (v = q . 0 psf) Grldllne __ ___. ___ _ Tributary Area : Lateral Load: Lateral Load (Above): ( ss ') ( 1. I ' ) h ~ 5 ~~ff i';-q.opsr-518 sq. ft. 5,2 oz. Lbs ' Lbs Seismic Load, F. = S, UJ2 lbs I Shearwall Length, L = 2 b ft. Unit Shear, V = F ,IL = 2 00 plf Shearwall type: 0 Wall Overturning: L = 1':> ft. [ /overturning Okay by inspection OTF = ___________________________ Lbs Holdown Type: ---'-'-t-1-"o_t---'-·(l....._(; _,..Q'--· .._!) ____ _ Gridllne ---~--- Tributary Area : ----~( ~S~<:,~· J .... ( .... 2--'-1~• ),.../~7 T""'-,----------------S:~!..__9 sq. ft. Lateral Load: 5 :i 'o fJ ' Y q,o fS f.: $. Z o ~ Lbs Lateral Load (Above): ' Lbs Seismic Load, Fx = 51 l v l Lbs ~31 fl f Shearwall Length , L = ---~\ .... ~,...-_'> ___ ft. Unit Shear, v = F/L = 7. S \ plf X Shearwall type: @ to' ---~-. \ ~) I, '.I /, '..,') Wall Overturning: L = 2 ft. J Overturning Okay by inspection H ' }.-: OTF = 3:>I ft..f (1 0' )-a.q [ ( ; )( \~f'S~ ) -\ ( 10•·:,-:, c ·> ·-·..: ,. Holdown Type: __ A~•;,~J~C _S~Z--------<v Grldllne ______ _ Tributary Area : _____________________ ....,,...,.. ______ sq. ft. Lateral Load: Lbs Lateral Load (Above): Lbs ____ Lbs Shearwall Length, L = ________ ft. Unit Shear. V = FJL = ---plf ~/ Shearwall type: Q .,.,.--·,.✓- Wall Overturning: L = _____ . ~..-] Overturning Okay by inspection OTF = ______ __, _________________________ Lbs Holdown Type: _____ ,,., ________ _ ::GAMA ':::!JJI, Engineeringi STRUCTURAL CONSULTANTS Project: ___________ _ By: _____________ _ Date: _____ Sheet: I 8 of Jo SHEARWALL DESIGN '2 t1 0 Story Shearwalls, (v = (, · 8 psf) Gridline --~---Tributary Area : l\ l ')( l S' )h -q q sq. ft. Lateral Load: gg (: l ; Ca p st : 61 1 Lbs Lateral Load (Above): _________________________ Lbs a . '2. 5 Seismic Load, Fx = ---=6__.1: ... 3'--_Lbs Shearwall Length, L = ___ 7---c~----ft. Unit Shear, v = F,.JL = _-=l-_,_3-"--_ plf Shearwall type: @ Wall Overturning: L = ____ ft. [ VJ Overturning Okay by inspection OTF = -:----~-:----=------------------------Lbs Holdown Type: ___ N--=O'-t'-(l-.'---"-~Q,.___,.' ·o,,__ ____ _ Grldllne 7... Tributary Area : ____ __..[ ..... (_.,, ..... ·)....,(,'-'I !'-."_\ _\ ...,,.(_,16'-' -') l_l{'--,•-') J=+-h...__-:: _________ _,3=0:.....J.__ sq. ft. LateralLoad: 393H1 2".b8 ~Sr -1 '2,006 Lbs ' Lateral Load (Above): Lbs Shearwall Length, L = ___ 8_. _2 _5 ____ ft. Seismic Load, Fx = '21 c 8 ~ Lbs Unit Shear, v = F,IL = 7..S 3 plf Shearwall type: @ Wall Overturning: L = P , 'Z. 5 ft. ) Overturning Okay by inspection OTF = '2.5~ flt (10')-Q. q ( tt>J{lpf S f) ( ~ .• ;~·i Holdown Type: _..:...M.L.:Sa..,'lu...C--1..1 ..... 0._ ______ ___,0 \.Gl 3'6 I Lbs ~~~~:~Area : _) ____ [~(_16_,·)-{_l ~4 '_1_i ~\ _<'._,._)_( ,_1_')_]_/_1-: __________ -5_, ___ 4 sq. ft. Lateral Load: Sig tf'l x G-8 rs1. 3, {.2q Lbs Lateral Load (Above): "2. 6 Lbs Shearwall Length, L = ---~~5~. 7._S ____ ft. Seismic Load, F, = b 1 , B 5 Lbs Unit Shear. V = F,.JL = -11:5 plf Shearwall type: 0 Wall Overturning: ____ ] Overturning Okay by inspection OTF = S t~ Holdown Type: -----'----"--'---=---~---- !OAS' z. 3 'f-Lbs ::GAMA °::::!JP Engineeringi STJIUCTURAL CONSULTANTS Project: ___________ _ By: ____________ _ Date: Sheet: 19 of 30 ----- SHEARWALL DESIGN 1 HD Story Shearwalls, (v = {, · 8 psf) Grldllne ) · 5 Tributary Area : _____ (,__5....,~-':· ),.,_(=-2=--3_,_ 1 )"7/."::c2-:--:-----------------'(_2---'l_ sq. ft. Lateral load: 6 ? lfF XL 8 PS~ ::: Y,::21., Lbs Lateral Load (Above): Lbs Shearwall Length, L = l/ 6 5 ft. Seismic Load, F.= Y1 H3 Lbs Unit Shear, v = Fj L = ')0 4 plf Shearwall type: (I} Wall Overturning: L = ____ ft. [ /4verturning Okay by inspection OTF = _____ --, _______________________ Lbs Holdown Type: ___ rl~0_1_~P.~E_0._'~Q __ _ Gridllne '1 Tributary Area : _____ [ (~I_(..,..' )~(_2~6 ~·) ..... \-~(~2~3_' ,,_.) (~l._.3....,' ) ..... J...,.' /_2 ________ .,.........5"~/...._q_ sq. ft. Lateral Load: c, i q t P X 6. & es r / t, SZ<j Lbs Lateral Load (Above}: ~ r " 6 lbs Seismic Load, Fx = ' • 1 S s Lbs Shearwall Length, L = ___ 3--=-S ..,..· Z._5 __ ft. ' Unit Shear, v = Fxfl = .\ 't-5 plf Shearwall type: @ Wall Overturning: L = \0. 1 5 ft. ] Overturning Okay by inspection orF= 115 pq 1,0')-o q L (10 1ic11, es f) ~ <10•1n f <;F)J ( 1°·1~i'i J: Holdown Type: t-1 <1 I ·e-t Q 'p Grldllne _____ _ Tributary Area : Lateral Load: Lateral Load (Above}: Ii 3r Lbs 30 1 sq. ft. 2 ,088 Lbs ' Lbs Shearwall Length, L = ___ g:-'-·~2.~5---,.-ft. Seismic Load, F, = 7.1 n ~ B Lbs Unit Shear, V = F xfL = '2..S?, plf Shearwall type: 0 Wall Overturning: L = 8, 1. ':i ft. ] Overturning Okay by inspection OTF :: Z S ⇒ pt. t-l 10' ) -0 · C\ ( 10 1 ) ( I Ii p ~ r ) ( i ·ls • / 1 ) ·. Holdown Type: ;>, .S , c I..\ {) 0 :::GAMA ':::::!JP Engineering~ STRUCTURAL COHSULTAHTS Project: ___________ _ By: ____________ _ Date: _____ Sheet: 20 of 30 SHEARWALL DESIGN ?. H l) Story Shearwalls, (v = 6 • S psf) Grldllne b Tributary Area : --------=(7ll7'Jf=-' i~')'r-/~1.-=:--,-::------------------r:::-q-.::q_sq. ft. Lateral Load: q q f 'xC:Q f.SF ~ 6 ~ 3 Lbs Lateral Load (Above): Lbs 6 13 Lbs Shearwall Length, L = q . 2. s ft. Seismic Load, Fx = Unit Shear, v = F,/L = ~3 plf Shearwall type: @ Wall Overturning: L = ____ ft. [ v1 Overturning Okay by inspection OTF = ________________________________ lbs Holdown Type: __ __._N~0'-"1"""f1...'-t"-'Q=--'l'J,__ ____ _ Grldline ______ _ Tributary Area :------------------------"------sq. ft. Lateral Load: _..,,. Lbs Lateral Load (Above): -Lbs _,./Sei~mic Load, F x = ____ Lbs Shearwall Length, L = ________ ft. Unit Shear, V = F.tL = ---pit Shearwall type: Q ,..,,.,,,..,.·--,., / _.,,,,,.,,,. ... Wall Overturning: _,,./,,, ___ ,.,.,_ ft. ] Overturning Okay by inspection OTF = ----...,.....:'-------------------------Lbs Holdown Type: ------------ Grldllne ______ _ Tributary Area : ____________________________ sq. ft. Lateral Load: Lbs Lateral Load {Above): Lbs Seismic Loac( F, = Lbs ~------Shearwall Length, L = ________ ft. Unit Shear, v = F,.IL = ___ plf Shearwall type: 0 __ .,.,,,, Wall Overturning: L = ____ ft. [ ,✓}'O;~rturning Okay by inspection OTF = __________ ..,...,..L ___ .. --_________________ Lbs Holdown Type:------~/ _____ _ :::GAMA -.:;:p Engineering1 8TRUCTURAL COHSULTAHTS Project: ___________ _ By: ____________ _ Date: _____ Sheet 2 f of 36 SHEARWALL DESIGN '21i Q Story Shearwalls, (v = b · 8 psf) Grldllne __ ......_ __ _ TributaryArea : (?G ')(,ll')/2-: ?2/ sq.ft. Lateral Load: '211 ~P-)( Li f 5 F , I, 5 Q 3 Lbs I Lateral Load (Above):------------------,,,-,---,-------,-----lbs Seismic Load, Fx= 11.so3 Lbs Shearwall Length, L = __ __.l-=-0...,.-,;$"'-___ ft. Unit Shear, v = FJL = I L-1 '?> plf Shearwall type: @ Wall Overturning: L = e. S ft. [ ] Overturning Okay by inspection orF= \l.\':>(!1,f (10'} o ~ [,10')(1 6f''f)+f :1 /2. )(1s f:;f) \ (~') 330 Lbs Holdown Type: N o 1 ,, t Q · 0 Gridline -~__....__ __ _ (SLJ')(c1'1/-i.: Tributary Area : ____ __.__---=--;.--__.1+-----------------.,....,,'-"--'-sq. ft. Lateral load:t,;,£ l ({ 11( 8 f5 t Lbs Lateral load (Above): 2 .2. lbs Shearwall Length, L = ____ 3"-2_ • ...;l.a..,S.__ __ ft. Seismic Load, Fx = 91a s 8 Lbs Unit Shear, V = F.tl = '2.. ~ ' plf Shearwall type: @ Wall Overturning: L = ____ ft. [ \/) Overturning Okay by inspection OTF= ______________________________ Lbs Holdown Type: N OI [L.t 'D Grldline _ ___, ___ _ Tributary Area : [c H 'H n' l 1-(I(') ( S' )] /1: lateral Load: 2 (t {('-y b-8 f">f - Lateral Load (Above): Shearwall Length, L = ____ q,_._£\ _Z. ___ ft. Unit Shear, v = Fxfl = I 1 q plf Seismic Load, F,= Shearwall type: @ Wall Overturning: L = ____ ft. [ /J Overturning Okay by inspection 7.. I. I sq. ft. l,'1"1-5 Lbs r Lbs \ 131-S Lbs OTF = ______________________________ Lbs Holdown Type: ___ ..:..ti,._,0~1~:Rl"-'~"'-'O..:::,__' 'r)-<------ :::;GAMA '::::jJJ Engineering~ STRUCTURAL CONSULTANTS Project: ___________ _ By: ___________ ---::,--- Date: _____ Sheet: 2 2 of 36 SHEARWALL DESIGN '2 rl tJ Story Shearwalls, (v = b .g psf} Shearwall Length, L = ____ '1_1--____ ft. Unit Shear, v = F)L = 2. 1 0 plf Shearwall type: @ Wall Overturning: L = 6 • i S ft. I Overturning Okay by inspection oTF= 2w fu (io'\-o .q [('-l~z.-)(1 5 CJ , ~ (20 1)( 16 (F }] t -=t ~z. Lbs Holdown Type: 1'\01 IH Q ' D Gridline _____ _ Tributary Area : ----------------7"------------sq. ft. Lateral Load: Lbs Lateral Load (Above): Lbs Seismic Load, Fx = ____ lbs Shearwall Length, L = ________ ft. Unit Shear, v = Fo/l = =7 . Shearwall type: / L = / ft. [ ] Overturning Okay by inspection _,,,/ OTF = ______ /_" _______________________ Lbs Wall Overturning: Holdown Type: ___________ _ Grldllne _____ _ Tributary Area : ___________________ _,,,,../~------sq. ft. Lateral Load: Z Lbs Lateral Load (Above): Z Lbs / Seismic Load, F,= ____ Lbs Shearwall Length, L = ________ ft. / Unit Shear, V = F.tl = ---plf ,.,, ,/ Shearwall type: Q // // Wall Overturning: L = ____ ft.-~/ [ ] Overturning Okay by inspection / OTF = _______ _,,,,,,. ______________________ Lbs Holdown Type: _____________ _ :::GAMA '::::;!P Engineering~ &TRUCTURAL CONSULTANTS Project: ___________ _ By: _____________ _ Date: _____ Sheet: ZJ of 3d SHEARWALL DESIGN 1.)1 Story Shearwalls, (v = 3 · 3 psf) Grldline ______ (II')( I B ') 11_1 a Tributary Area : ------=---:-...,,-:-=---":'~-=---,;7",-----------------.,,-,,1-:'!ij,--sq. ft. Lateral Load: g q C (' x , · '3 fS F ~ 3 2 6 lbs Lateral Load (Above}: 6 ~ 3 Lbs Shearwall Length, L = -----'\ -Z"'--_,,5,--____ ft. Seismic Load, Fx = q q q Lbs Unit Shear, v = FJL = 8 0 plf Shearwall type: G} Wall Overturning: L = ____ ft. [ v1 Overturning Okay by inspection OTF = Lbs ---:::----------:-7":"'-:---------------------H o Id own Type: --~N_o_1_P._1:_Q_•t2~---- Grldllne 2 Tributary Area : Lateral Load: Lateral Load (Above): CC\1'){1b') ~ (lr.'\(2l'r\/i. -, o 1 ( l • X.3 · 3 ,.H ~ J<,:,. sq. ft. \, ti1 I J Lbs 08& Lbs Shearwall Length, L = __ __.a8,....1_$ ____ ft. Seismic Load, Fx = SJ I a r Lbs Unit Shear, v = F,/L = _3~1_1_ pit Shearwall type: @ Wall Overturning: L = 8. 2 s ft. ] Overturning Okay by inspection OTF = 3HCd(\d)-(o.~)(zo'J(l6 1·.,f J ( ~:.·) c Holdown Type: tl Ov 2. <£> '2, 5=t-2 Lbs Gridllne "3 Tributary Area : ------=( :-':-( 7/ 6_' ·._l /....,.7..,,.l~'~) _\ ~('-!2'::"3::--. ,._) ._I ~z ..,_J_' .._) _J .,_/_'-_-_______ -"T_5-=',.,.'I=--sq. ft. Lateral Load: '5 lq rp X;>-3 fSf : I, ':rt, Lbs LateralLoad (Above): f>,JJ51gst/'1,Z-Z3 1½hl ~ 8,~8:,. Lbs • 1 · r Seismic Load, F,= •q.o oo Lbs '1 'Z.. ft. '2."3>fl plf Shearwall Length, L = Unit Shear, v = FJL = Shearwall type: @ Wall Overturning: L = ____ ft. [ lioverturning Okay by inspection OTF = _______________________________ Lbs Holdown Type: N 01 ~ E G '() ---=-GAMA ~ Engineering~ STRUCTURAL CONSULTANTS Project: ___________ _ By: ____________ _ Date: _____ Sheet: l. '1 of 3o SHEARWALL DESIGN 1 ST Story Shearwalls, (v = 3 • 3 psf) Grtdllne LI Tributary Area : ____ ...... )_(_l_l ~')_( '-__ t __ '-) ~J_(_2~3·_,~,· ~\_'~;]'-+1~1;,'--· --------~__,;5_/__.q_sq. ft. Lateral Load: 15:1 q f<' x~-"3 pr= r /.':!: Lbs Lateral Load (Above}: 6: 11 S l~s x ( \ 1 :z 3 1 ½:,h ) ~ n . £1.:i !. Lbs Seismic Load, Fx = i°t ooo Lbs Shearwall Length, L = l-\ 2: ft. Unit Shear, v = F,/L = 1.3i ptf Shearwall type: <I) Wall Overturning: L = ____ ft. [ /i Overturning Okay by inspection OTF = Lbs ----------:----::----------------------Ho Id own Type: ____ t1 ____ 0-'-r--'f.c....;...t-~O__..' D.__ ___ _ Grldllne ___ ..__ __ _ Tributary Area : ____ __,.[ __ (,_1.:..1 ',..I (,.._I 6.._'+i .... t .... C .... 1 ..... l ..,._' )_._{ Z=...JL ...... •.._))<.-,/'-'2._·_. -----------'~::...:0"'-1;i._ sq. ft. Lateral Load: 3 b 1 ( ! ' x' :'i-3 e <' r ·. /. o 1 3 Lbs Lateral Load (Above): -z' Lbs Shearwall Length, L = ---"""8 ..... 7_S ____ ft. Seismic Load, Fx= 1,r o I Lbs I • Unit Shear, v = F.JL = ] 16 pit Shearwall type: @ Wall Overturning: L = 8 ·2 5 ft. J Overturning Okay by inspection OTF= "H tu (10') -fO c;\f10' HI€ esr ) ( 8-:/5 '): Holdown Type: .ti OU 2 <f) Z,5 't 2 Lbs I Grldllne 6 T .b t A (1•')(/8' , · ft n u ary rea : --------~--------------------'--+--sq .. Lateral Load: 'i j , { 1 >c 3.3 ! <, r • Lbs Lateral Load (Above): Lbs ioa iJ Lbs Shearwall Length, L = ______ \ =-1._5 ___ ft. Unit Shear, V :: FJL = 8 0 plf Seismic Load, F,= Shearwall type: @ Wall Overturning: L = ____ ft. [ /J Overturning Okay by inspection OTF = _______________________________ Lbs Holdown Type: ___ l'\--'--0~' ~f:~E~Q-'~b ____ _ :::GAMA Project: ___________ _ ~ Engineeringi By: ________ ~,------ Date: Sheet: 25 of 3Q STRUCTURAL CONIIULTANTII ----- SHEARWALL DESIGN 1. ":>l" Story Shearwalls, (v = 3 ·) psf) Grid line A f J l Tributary Area : ----t::'d-::-Z,~'""';•),_(~_1~t--'::{8:-"----:,}"-:"l{-=-.j_j4 /_·:_: ___________ 2~B~5_ sq. ft. lateral Load: 2 t'2 $ (~' _ 1i ~ t<r -_ q'-1 I Lbs Lateral Load (Above): I $ '3 Lbs Seismic Load, F.= i,11 q 'I Lbs Shearwall Length, L = q_ l-S ft. IO • UnitShear, v=F.,/L = 'l51 plf X _____ --Z.1<-\ f l f Shearwall type: @ 1:'.)(Y,S') Wall Overturning: L = Lj . c; ft . [ ) Overturning Okay by inspection [(n'~l)( . )f (. ·'(/. ·i { ')'{1 )]{4.~•1 OTF= n<\ t1lfl10')-o_q -i..-1s (5 f, ;_51 q",r t 2.0 lbP?F 2 = l,Slz..Lbs ' Holdown Type: ti Ou 2. <£> Grldllne __ ....._ ___ ( Tributary Area : 5'-1 'J ( Z. 1 ' ) / 2. Lateral Load: 5 (] < t 7 X: 3. i (,f S-6:i. sq. ft. I, 8 :Jr Lbs Lateral Load (Above): q Lbs Shearwall Length, L = -----=-\ 2_._l_;S ___ ft. Seismic Load, F,= 101 9 3 f Lbs Unit Shear, v = F.tL = ~ 50 plf Shearwall type: @ Wall Overturning: L = 12 • }S ft. ] Overturning Okay by inspection OTF = ess {LI' (\0'l -0-1 [(0 id( ,sr~f )j {30'}(1£ r,n· ]ii.. Holdown Type: 1 jlQ V 11 ' <Iv ' - Grldllne C. Tributary Area : _________________________ -_sq. ft. Lateral Load: Lbs Lateral Load (Above): Lbs Shearwall Length. L = ___ 1....,-,_-,_s ____ ft. ~ Unit Shear, v = F/L = Lrj 3 plf .:X ---l't )n:1-n Shearwall type: @ Seismic Load, F. = 5 6 8 fL f Wall Overturning: L = 3, 1' ft. [ ] Overturning Okay by inspection OTF = S6 BIL l7(10 1)·0.q R1J,S')(i/,f ':,1~) + (11/7.l(•L)(",f)] 3·~ 1~/z - Holdown Type. :\;\O V S ¢ 3 S $() Lbs 7 4, 'o 30 Lbs I :::G~M_A ~ Eng1neenng~ eTIIUCTURAL CONSULTANT& Project: ___________ _ By: -----------=-~---Date: _____ Sheet 2( of 30 SHEARWALL DESIGN 16T Story Shearwalls, (v = J. 1 psf) Gridllne D Tributary Area : ----~[-'-( S_s,,' )-':"/ Z"""'I_' l~~ 1__.1l.._'.,_.) /'"'"~-· 1'--'h'-11~·...,,,,1..._~ _,_' )J~/"""'-z'--'-t ..... ("""3....,,1 l.J..;{ B=S=-'.,_) ___ =--q.._1...,_1 sq. ft. Lateral Load: 91:1f£2x-.,,3 f5F , r 1'v'IJ Lbs Lateral Load (Above): I/ / Lbs Shearwall Length, L = ___ c_S--=·,...-:i-c-5 ___ ft. Seismic Load, F.= • l'-'13 Js Lbs Unit Shear, v = F,/L = 'S 5 f pit y . ( ;_ . Shearwall type: @ Wall Overturning: L = ?.. 5 ft. ] Overturning Okay by inspection 6,'l½S'2 oTF = 11~~ ~i= c10·,-o.(j U10'1c u, eH 1 + (33~.6. J c,s t 1t > l _ Holdown Type: ti Pu ~ (!> Grldline ______ _ S I TO ( Lbs ' Tributary Area : -------------------,.L ___________ sq. ft. Lateral Load: Lbs Lateral Load (Above): Lbs Seismic l:.oad, F, = ____ Lbs Shearwall Length, L = ________ ft. Unit Shear, v = F,/L = ___ plf Shearwall type: Q J Overturning Okay by inspection OTF = _______ ,.&-_______________________ L.bs Holdown Type: __ __,....,__ _______ _ / Gridline ______ _ Tributary Area : ___________________ .,..,_..-_· ________ sq. ft. Lateral Load: Lbs Lateral Lood (Above): / Lbs 7 Seismic Load, F1 = ____ Lbs Shearwall Length, L = ________ ft. // Unit Shear, v = FJL = ___ plf // Shearwall type: Q ,/' Wall Overturnlng: L = ____ ft. ,/;·Overturning Okay by inspection // OTF = ·-----------,..-=--_.,. ____________________ Lbs Holdown Type: ------.,,.C------ / Project: ___________ _ By: ____________ _ Date: _____ Sheet: -Z..1: of 3'1 CONTINUOUS FOOTINGS ALLOWABLE FOOTING LOAD Allowable Soil Bearing Pressure (ASBP) = 2 , 100 ' psf CASE 1: MG \!J f 0011 ril15 Width (b)::: I , S ft. Depth (h) = -~-ft. Allowable Distributed Load: WALLow=ASBP(b)= 2,160 f•,f (1-:if:i):: 3, ISO plf I USE: IS "Widex 2 ~ " Deep with z # _...::;.5_ Top & Bottom Allowable continuous footing point load: PAJ,owable = ASBP(b)(2)(h)= 1.1 100 f5 t{ /. s'J( 2 ) ( 2. I) = 11, C "0 lbs I I I CASE 2: / / Width (b) = ___ ft. Depth (h) = ___ ft. / Allowable Distributed Load: / WALLOW = ASBP (b) = __________ ,_/ ____ __,plf USE: ___ " Wide x ___ .. Deep with ,/ # __ Top & Bottom / Allowable continuous footing point ad: P /\.llowable = ASBP(b)(2)(h)= __ __,,'-------= ____ lbs Project: __________ _ By: ___________ _ Date: ____ Sheet: Z 8 of 3 ~ SPREAD FOOTINGS MARK: lliJ PIMX =ASBP (width)2 = 1.,/o() fs f (z ')1--= B,4ro lbs r I USE: 24" Square x I\$ " Deep with (2) # ~ Each way @ bottom MARK: [ill PMAX = ASBP (width)2 = '7.-, loo ~~f (2.5') 1.::: 1, ,-zs Lbs J USE: 30" Square x \ 8 " Deep with (3) # 5 Each way @ bottom MARK: [IT] PMAx = ASBP (width)2 = '.2 ,loo e;; F c; ')1· = I 8, qoo Lbs I I USE: 36" Square x 18 "Deep W,t1'1l4J •s· Each way@ bottom MARK: (RJ PMAx = ASBP (width)2 = 1-100 f -s f (2.s·x 4 ') = -Z I. o 00 Lbs I r USE: "30) x _ Y 'o 1~ x 18 ff Deep w; #'>@ v '' Each way @ bottom MARK: IKJ PMAX =ASBP {width)2 = 1,100 f5f {~'X S')== 'b l,S Do Lbs USE: 3(, ")(~o 11 x I ei" Deep w/ ,w 5 € 6 11 Each way@ bottom Project: ______________ _ By:, _________ _,,... ___ _ Date: _____ Sheet~ of 30 SHEARWALL SCHEDULE Ail.OW. 5/8. DlA. SILL Pl.A 1E B0TIOII Sill Pl.ATE ATTACHl.lENT Ta> PLATE ATTACHWENT W,RI( PLYY«lOO m'E LOAD PL YWOOO HAIUNG ANCHOR BOLT SPACINC TO R1M oXl!ST OR BU<'G TO RI! JOIST 00 BLK'C (Pl.fl 0 FOUNOATION &LOW ABOVE 0 7 ~-1HCI( STUCCO W/ NO. 11 CA., 1-1 /2"LOHC, >J5 0 ~6' 0/C P , rtAHO COIENTON 0'tUl 180 48" o.c. 16d O 8" 0.C. ~'O YIIRE MESH 7 /16° HEAD O 6' 0/C L TP4 0 24" 0.C. 0 J/C: COX PLY\\000 260 8d O 6' 0.C. [.H. & 12 0/C F.N. 45• o.c. 16d O s• 0.C. AJS OJ6" 0/C LTP4 0 24" 0.C. 0 s;s· rox PLYlKJOO 350 8d O 4" 0.C. [.N. & 12 0/C F.N. 32' o.c. 16d O 6" 0.C. AJS OJ2" 0/C L TP4 0 16° 0.C. 0 J/R,' SlR\JCTIJRAL 1 550 6d O J" O.C. E.N. & 12 0/C F.H. 24° o.c. 16d O J' o.c. ~5 o,l o/c HA ra> PL Y'IIOOl * LTP4 0 12• O.C. 0 J /t ' STRUCTIJRAL 1 730 8d O 2' 0.C. E.N. & 12 0/C F.N. 16° o.c. 16d O 2· o.c. 1.35 00f 0/C (JI RA!cD PLYWOOD * J/8"~io X 6' LACS O 8' O.C. L TP4 0 6' O.C. 0 15/ Jt SlR\JCTIJIW. I 10d O 2° 0.C. E.N. & 12 0/C F.H. 16d O 2• 0.C. A35 0 6' 0/C 870 16° o.c. Ill Ill RA lED PL YW000 * (1-1/r 1111, NM. P!H[l11A'IQI) J/8'001 X 5• LAGS O 6" 0.C. L TP4 0 6" 0.C. 0 15(,32' ~UCTIJRAL I RATED 1330 lOd O J' 0.C. E.N. & 12 0/C F.N. 12· o.c. J/8.dia X 6' LACS O 6' 0.C. t TP4 0 5' O.C. PL f'WOOO APPi.JED TO r,~,nt SI or WALL) * (1-1/2" 1111. MM. P(Jl[~TKJI) SHEAl'lNI\LL ~~HEQULE NOTES: 1. AU P,CHOR BOLTS SHALL HAVE A t.llNlijUij EMBEOMENT OF 7 INCHES 10. *ARWALLS ¥UH I.IORE TH'-11 ONE 'tUlllCAL PAtt:l IN HEJQfl SHALL 11-11 J ~()ICR(T[ (UHO) & NOT SPACED l.l~ THAN 6 FEET APART. HAVE E1Tl£R ·,urnCAt. OR HOR1ZQITAL STAGC(RE0 SPUCO> .Ql'ffi, 2. USE 0•'.'JGI.AS FR NO. 2 PRESSURE TREATE0 Sill PLATES. 11. All PL YWOOO PANELS SHALL BE BLOCKED W/ 2X !l.OO<ING, (UHO) 3. J",J' ,i/4" Pl.ATE WASHERS SHALL BE USED ON EACH Sill PLATE 12. PROVIDE ~ t.41H1t.lUM [DC( OIST ANCES FOR ALL SHEA THlfC ANO ffiAMINC ANC11(~ BOLT. MEMOCR N AIUNC. 4. PR•)WE A 11\NIMUM ll' TWO ANCHOR 801.. TS PER Sill PLATE 'MTH ONE 801.. T 11 ALL EOC£ NAlJNG SHAU. 1'9£TRATE INTO FRAI.IING 1-3/8" MINIMUM, UNO. LQI ' 'D WITHIN 12' or EACH ENO Of EACH PIECE. 14. PI.YWOOO SHEATltNG EDGE NAIUiG IS REQUllED AT ALL HW>--OOWH POST. 5. CO• 11 ~CTOR'S OPTION TO US( 5/6' OIA. All TltlEAO W/ SIMPSON 'SCT-XP' EP• .. :y ~· MIH. EIIBEDMENT AHO EDGE DISTANCE OF 1-3/4' AT SAl.lE SPACtNG 15. FRAMING SHALL BE 3' NOMINAL OR WI0ER ANO NAllS SHALL 8£ STAGGERED AT All PLYWOOO JOINTS ANO SILL PLATES, AT V• 350>Plf. DR GREATER.* SH' ,,, IIERE IN. FAil' •IERS FOR PREASSURE-PRESERVATM: TREATUl ANO FJ!E RETARDANT 16. AT ADJOINING PAHU EDGES, 2-2X STIJDS NAUD TOGETHER MAY BE USED 6. t4 PLAct: OF A SINGt.£ JX Sl\J0. TRLA 'lD W000 SHALL BE OF HAT-OIPPEO ZINC COATED GALVANIZED. S 1 ~"I rss STEEi.. SILICON BRONZE OR COPPER. 17. v.tt[RE SHEATHING PANELS ARE APPl£D OH BOTH FACES OF Tl£ SHEARWAU. SHEATHING PANEL .xllNTS SHALL OCCUl AT 3x NOMINAL OR TH\00:R FRAI.IING 7. B0TT'U Pl.ATES 0'1£R FRAIAED FlOORS TO HAVE EITHER NAILS OR LACS W/ MEI.IBERS. PANEi. JOINTS OH EACH SIDE Of WALL SHALL BE SlAGGEREO. N>'t '.PACING OF 3' 0.C. OR LESS SHALL PENETRATE INTO SOLID +X BU<G. LAC. 5/iAll PENElRATE AT LEAST 3· INTO BLOCKING BELOW. 18. FRAI.IINC QJPS: A35 OR LTP+ OR APPROVED EOUIV,t,I.EHT. 8. SI ' PANELS SHALL BE APPU(D DIRECTLY TO Sl\J0 FRAMING AT 19. OIAPHRACl.l SHEA TttlNG NAILS OR OTHER APPROVED Sl£A THING CONNECTU!S If' !l CENTER M~I.IUU. SHALL 8£ ORl'IDI SO THAT THEIR HEAD ell CIW¥111 IS FlUSH 'MTH THE 9. Al >,AILS SHAll BE COMMON MR£ NAILS, U.O.N. SIJRF ACE OF THE SHCA ni!HG. ..__ ::::: A M A Project: __________ _ ~ Engineering ~ STnUCTURAL CONSULTANTS By: ___________ _ Date: ____ Sheet 3° of 3o HOLD-DOWN SCHEDULE MARK MIN. POST FLOOR TO FLOOR MARK MIN. POST WALL TO FOUND A TlON 0 2-2X MSTC40 <]> 4X4 DF #2 HDU2 0 2-2X MSTC52 <J> 4X4 OF #2 HDU4 q> 2-2X MSTC66 <]> 4X4 DF #2 HDU5 <3> 4X4 OF 62 CMST1 4 w/ 0 4X4 OF #2 HOU8 (30) 16d NAILS q> 4X4 DF 12 CMST12 w/ <ig> 4X6 OF #2 HDU11 (40) 16d NAILS Salehi Engineering, Inc. Mechanical, Electrical and Plumbing Consulting Engineers with 25 years of experience Energy Analysis For Arellano 4 Unit Apartment 2637 Jefferson Street Carlsbad, CA 92008 CBR2018-3291 2637 JEFFERSON ST MFD-01 (JEFFERSON ST APARTMENTS) 4.886 SF ii 4-UNITS 1551702500 11/28/2018 CBR2018-3291 8360 Clairemont Mesa Blvd, Suite 111, San Diego, CA 92111 Telephone: (858) 277-5551 Fax: (858) 277-5544 G-1103 . ,. BUILDING ENERGY ANALYSIS REPORT PROJECT: Arellano 4 Unit Apartment 2637 Jefferson Street Carlsbad, CA 92008 Project Designer: Ohms Collaborative 536 Sears Ave. San Diego, CA 92114 760-707-6683 Report Prepared by: Rocky Salehi Salehi Engineering, Inc 10755 Scripps Poway Pkwy # 357 San Diego, CA 92131 858-277-5551 Job Number: G1103 Date: 11/12/2018 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2016 Building Energy Efficiency Standards. This program developed by EnergySoft Software -www.energysoft.com. CERTIFICATE OF COMPLIANCE • RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Arellano 4 Un~ Apartment Calculation Description: Trtle 24 Analysis GENERAL INFORMATION 01 I Project Name I Arellano 4 Unit Apartment 02 I Calculation Description I Title 24 Analysis 03 I Project Location I 2637 Jefferson Street 04 City I Ca~sbad Calculation Dateffime: 11:11, Mon, Nov 12, 2018 Input File Name: G1103.nbd16x 05 Standards Version I Compliance 2017 CF1R-PRF--01 Page 1 of 11 06 Zip Code ( 92008 07 Compliance Manager Version I BEMCmpMgr 2016.3.1 (1149) 08 Climate Zone I CZ7 09 Software Version I EnergyPro 7.2 10 Building Type I Multifamily 11 Front Orientation (deg/Cardinal) IO 12 Project Scope I Newly Constructed 13 Number of Dwelling Units 14 14 Total Cond. Floor Area (112) ( 4886 15 Number of Zones I 3 16 Slab Area (112) ( 1094 17 Number of Stories I 3 18 Addition Cond. Floor Area(tt2) In/a 19 Natural Gas Available I Yes 20 Addition Slab Area (112) In/a 21 Glazing Percentage (%) I 21.5% COMPLIANCE RESULTS Building Complies with Computer Performance r-rn"T"r --01 02 This building incorporates featu e supervision of a CEC-approved HERS provider. 03 This building Incorporates on • ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTOVllt2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 1.41 3.07 -1.66 -117.7% Space Cooling 3.51 3.60 -0.09 -2.6% IAQ Ventllatlon 2.63 2.63 0.00 0.0% Water Heating 13.TT 11.99 1.78 12.9% Photovoltaic Offset -0.00 0.00 - Compliance Energy Total 21.32 21.29 0.03 0.1% Registration Number: 218-P010306917A-000-000-0000000-0000 Registration Datemme: 201a-11-1211:46:11 HERS Provider: CafCERTS inc. CA Building Energy Efficiency Standards -2016 Residential Compliance Report Version -CF1 R-10232018-1149 Report Generated at: 2018-11-1211:12:13 CERTIFICATE OF COMPLIANCE. RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Arellano 4 Unit Apartment Calculation Description: Title 24 Analysis Calculation Dateffime: 11:11, Mon, Nov 12, 2018 Input File Name: G1103.ribd16x ENERGY DESIGN RATING CF1 R-PRF-01 Page 2 of 11 Energy Design Rating (EDR) is an alternate way to express the energy performance of a building using a scoring system where 100 represents the energy performance of the Residential Energy Services (RESNET) reference home characterization of the 2006 International Energy Conservation Code (IECC) with Callfomla modeling assumptions. A score of zero represents the energy performance of a building that combines high levels of energy efficiency with renewable generation to"zero out'" its TDV energy. Because EDR Includes consideration of components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics), It is not used to show compliance with Part 6 but may Instead be used by local Jurisdictions pursuing local ordinances under Title 24, Part 11 (CALGreen). As a Standard Design building under the 2016 Building Energy Efficiency Standards is significantly more efficient than the baseline EDR building, the EDR of the Standard Design building is provided for Information. Similarly, the EDR score of the Proposed Design Is provided separatefy from the EDR value of Installed PV so that the effects of efficiency and renewable enerm, can both be seen EDR of Standard Efficiency EDR of Proposed Efficiency EDR Value of Proposed PV + Battery Final Proposed EDR 64.9 64.8 0.0 64.8 □ Design meets Tier 1 requirement of 15% or greater code compliance margin (CALGreen A4.203.1.2.1) and QII verification prerequisite. □ Design meets Tier 2 requirement of 30% or greater code compliance margin (CALGreen A4.203.1.2.2) and QII verification prerequisite. □ Design meets Zero Net Energy (ZNE) Design Designation requirement for Multifamily In climate zone CZT (San Diego) (CALGreen A4.203.1.2.3) including on-site photovoltaic (PV) renewable energy generation sufficient to achieve a Final Energy Design Rating (EDR) of zero or less. The PV System must be verified. Notes: • Excess PV Generation EDR Credit: Bvpasslna PV size limit mav violate Net Enernv Meterina fNEMl rules REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for mi ffllnglhemod Iea1energv.,enor ~n .. ,o 1$ 4'irriputer an ,_,_ - • Central parallel piping ' l ,, I. ii ~ I I I ~ . . HERS FEATURE SUMMARY µ .:.: Q C f") ..---. r·, ~1•1 r,. ,.... r, The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition tO; meeting the modeled energy J)erformance for this computer analysis. Additional detail is provided in the building components tables below. Building-level Verifications: • IAQ mechanical ventilation Cooling System Verifications: • -None- HVAC Distribution System Verifications: • Duct Sealing Domestic Hot Water System Verifications: • -None- ZONE INFORMATION 01 02 03 04 05 Zone Name Zone Type Zone Floor Area (tt2) Avg. Ceiling Height Number of Dwelling Units Zone 1 Conditioned 1094 9 2 Zone 2 Conditioned 2538 9 1 Zone3 Conditioned 1254 9 1 Registration Number: 218-P010306917A-000-000-0000000-000 Registration Datemme: 2018-11-1211:46:11 HERS Provider: CalCERTS inc. CA Building Energy Efficiency Standards -2016 Residential Compliance Report Version -CF1R-10232018-1149 Report Generated at: 2018-11-12 11 :12:13 CERTIFICATE OF COMPLIANCE. RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Arellano 4 Unit Apartment Calculation Description: Title 24 Analysis DWELLING UNIT INFORMATION 01 Dwelling Unit Name DDU-1 -(1/2) DDU-1 -(2/2) DDU-2 -(1/1) DDU-3 -(1/1) DWELLING UNIT TYPES 01 02 03 04 Number of Number In Calculation Datemme: 11:11, Mon, Nov 12, 2018 Input File Name: G1103.ribd16x 02 Dwelling Unit Type DU-1 DU-1 DU-2 DU-3 05 03 Zone Zone 1 Zone 1 Zone2 Zone 3 06 CF1R-PRF-01 Page 3 of 11 07 Name CFA (tt2) Bedrooms Bulldlng Space Conditioning Systems Assigned DHW System Name IAQ Vent Fan Name DDU-1 1/2 I :Heat Pump System 1 :Air Distribution DU-1 547 3 2 System 1:HVAC Fan 1:2:3 DHW Sys 1 Default Minimum IAQ Fan DOU-1 2/2 I :Heat Pump System 1 :Air Distribution System 1 :HVAC Fan 1 :2:3 DU-2 2538 3 _, DDU-2 I :Heat Pump System 1 :Air Distribution System DHWSys 1 Default Minimum IAQ Fan ---. .:3 DU-3 1254 1.-..t t1 DDU-: ""1tl!a ... pS lie:~ Distrib ·or1·1 DHWSys 1 Default Minimum IAQ Fan ~ .... L . HV t; F~n !:3. .. . Registration Number: 218-P010306917A-000-000-0000000-0000 Registration Datetnme: 2018-11-1211:46:11 HERS Provider: CalCERTS inc. CA Building Energy Efficiency Standards -2016 Residential Compliance Report Version -CF1R-10232018-1149 Report Generated at: 2018-11-12 11 :12:13 CERTIFICATE OF COMPLIANCE • RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R.PRF-01 Page4 of 11 Project Name: Arellano 4 Unit Apartment Calculation Description: Title 24 Analysis OPAQUE SURFACES 01 02 Name Zone Front Wall Zone 1 Back.Wall Zone 1 Right Wall Zone 1 Left Wall Zone 1 Interior Surface Zone 1»Zone 2 Front Wall 2 Zone2 BackWall 2 Zone2 RightWall2 Zone 2 Left Wall 2 Zone 2 Interior Surface 2 Zone'2»Zone 1 Interior Surface 3 Zone 2>>Zone 3 Roof Zone2 Raised Floor Zone2 Front Wall 3 ~ Back Wall 3 RightWall 3 Zone 3 LeftWall 3 Zone3 Interior Surface 4 Zone 3>>Zone 2 Roof1 Zone 3 Roof2 Zone 3 ATTIC 01 02 Name Construction Attic Zone 2 Attic RoofZone 2 Attic Zone 3 Attic RoofZone 3 Registration Number: 218-P010306917A-000-000-0000000-0000 Calculation Date/Time: 11:11, Mon, Nov 12, 2018 Input File Name: G1103.ribd16x 03 04 05 06 Construction Azimuth Orientation Gross Area (112) R-19Wall .. 0 Front 504 R-19Wall .. 180 Back 504 R-19 Wall** 270 Right 207 R-19 Wall .. 90 Left 207 R-19 Wall .. 1 n/a n/a 40 R-19 Wall"" 0 Front 1017 R-19Wan-180 Back 1017 R-19 wan-270 Right 234 R-19 Wall .. 90 Left 239 R-19 Wall**1 n/a nla 40 R-19 Wall**1 n/a nla 40 R-30 Roof Attic* n/a n/a 2538 . -· R-19 oor-(nta ... ,. ... 1444 nl R-19 fall** ill . -lrorl l 530 . R;19 Wall"" 1801 . , __ --n ' , _ Ba_c!< 530 f l IL f"\ R49Wall"' r, µ ;!'lo I LI Right I 234 R-19 Wall"* 90 Left 234 R-19 Wall**1 n/a n/a 40 R-30 Roof Attic* n/a n/a 627 R-30 Roof Attic* n/a nla 627 03 04 05 06 Type Roof Rise Roof Reflectance Roof Emittance Ventilated 4.84831 0.1 0.85 Ventilated 4.84831 0.1 0.85 07 08 Window & Door Area (tt2) TIit (deg) 115 90 48 90 24 90 24 90 0 nla 194.8 90 150 90 27 90 27 90 0 nla 0 n/a n/a n/a n/a nla 80 90 135 90 112 90 112 90 0 nla n/a nla n/a nla 07 08 Radiant Barrier Cool Roof No No No No Registration Datemme: 201a-11-12 11 :46:11 HERS Provider: CalCERTS inc. CA Building Energy Efficiency Standards -2016 Residential Compliance Report Version -CF1 R-10232018-1149 Report Generated at: 2018-11-12 11:12:13 CERTIFICATE OF COMPLIANCE • RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Arellano 4 Unn Apartment Calculation Description: TIHe 24 Analysis FENESTRATION/ GLAZING 01 02 03 Calculation Datemme: 11:11, Mon, Nov 12, 2018 Input File Name: G1103.ribd16x 04 05 06 07 Height Area 08 09 CF1R-PRF-01 Page 5 of 11 10 Name Type Surface (Orientation-Azimuth) Width (ft) (ft) Multiplier (112) U-factor SHGC Exterior Shading 9W Window Front Wall (Front--0) --1 12.5 0.35 0.21 Insect Screen (default) 10W Window Front Wall (Front-0) --1 45.0 0.35 0.21 Insect Screen (default) 2W Window Front Wall (Front-0) --1 12.5 0.35 0.21 Insect Screen (default) 1W Window Front Wall (Front-0) --1 45.0 0.35 0.21 Insect Screen (default) SW Window Back Wall (Back-180) --1 12.0 0.35 0.21 Insect Screen (default) 7W Window Back Wall (Back-180) --1 4.5 0.35 0.21 Insect Screen (default) 6W Window Back Wall (Back-180) --1 7.5 0.35 0.21 Insect Screen (default) 5W Window Back Wall (Back-180) --1 7.5 0.35 0.21 Insect Screen (default) 4W Window Back Wall (Back-180) --1 4.5 0.35 0.21 Insect Screen (default) 3W Window Back Wall (Back-180) --1 12.0 0.35 0.21 Insect Screen (default) 9D Window Right Woll (Right-270) --1 24.0 0.35 0.21 Insect Screen (default) 1D Window ~all(Le -... I 1 24.0 0.35 0.21 Insect Screen (default) 22W Window 'i !front Walbill(I OIi 0) -""' -""--I f1 I 9.0 0.35 0.21 Insect Screen (default) 23W Wmdow ~ • (I ont-,,,... -,_ 1-"'--J Ill ~1 Ill -~ 0.35 0.21 Insect Screen (default) 24W Window ~s Frpoiw.f2 (!'Mt-ob r H-< J V-1 ) 1t--r-<24.o 0.35 0.21 Insect Screen (default) 25W Window Front Wall 2 (Front-0) ---1 4.5 0.35 0.21 Insect Screen (default) 26W Window Front Wall 2 (Front-0) --1 10.0 0.35 0.21 Insect Screen (default) 380 Window Front Wall 2 (Front--0) --1 21.4 0.35 0.21 Insect Screen (default) 260 Window Front Wall 2 (Front-0) --1 24.0 0.35 0.21 Insect Screen (default) 250 Window Front Wall 2 (Front--0) --1 24.0 0.35 0.21 Insect Screen (default) 27W Window Front Wall 2 (Front-0) --1 10.0 0.35 0.21 Insect Screen (default) 28W Window Front Wall 2 (Front-0) --1 4.5 0.35 0.21 Insect Screen (default) 11W Window Front Wall 2 (Front-0) --1 24.0 0.35 0.21 Insect Screen (default) 12W Window Front Wall 2 (Front-0) --1 4.5 0.35 0.21 Insect Screen (default) 130 Window Front Wall 2 (Front-0) --1 21.4 0.35 0.21 Insect Screen (default) 13W Window Front Wall 2 (Front-0) --1 9.0 0.35 0.21 Insect Screen (default) 20W Window Back Wall 2 (Back-180) --1 45.0 0.35 0.21 Insect Screen (default) 19W Window Back Wall 2 (Back-180) --1 15.0 0.35 0.21 Insect Screen (default) 18W Window Back Wall 2 (Back-180) --1 15.0 0.35 0.21 Insect Screen (default) Registration Number: 218-P010306917A-OOO-OOO-OOOOOOO-OOOO Registration Datetnme: 201s-11-1211:46:11 HERS Provider: CalCERTS inc. CA Building Energy Efficiency Standards-2016 Residential Compliance Report Version -CF1 R-10232018-1149 Report Generated at: 2018-11-12 11 :12:13 CERTIFICATE OF COMPLIANCE· RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Arellano 4 Unit Apartment Calculation Description: Title 24 Analysis 17W Window 16W Window 15W Window 21W Window 14W Window 36W Window 37W Window 38W Window 29W Window 30W Window 31W Window 35W Window 34W Window 33W Window 32W Window 44D Window 41D Window ,. 'I 111...ll Registration Number: 21B-P010306917A-000-000-0000000-000 Back Wall 2 (Back-180) Back Wall 2 (Back-180) Back Wall 2 (Back-180) Right Wall 2 (Right-270) Left Wall 2 (Left-90) Front Wall 3 (Front-0) Front Wall 3 (Front-0) Front Wall 3 (Front-0) Front Wall 3 (Front-0) Front Wall 3 (Front-0) Front Wall 3 (Front-0) Back Wall 3 (Back-180) Back Wall 3 (Back-180) Back Wall 3 {Back-180) Back W.11 3 (Back-180) Calculation Datemme: 11:11, Mon, Nov 12, 2018 Input File Name: G1103.ribd16x --1 15.0 --1 15.0 --1 45.0 --1 27.0 --1 27.0 --1 10.0 --1 15.0 --1 15.0 --1 15.0 --1 15.0 --1 10.0 --1 22.5 --1 45.0 --1 45.0 --1 22.5 F'-all3(R hi---""' ....... --1 112.0 I LeftWadL 1-11 ) -... -,_ f'i 'I 112.0 -'-"' --' -· I I _, Registration Datemme: 201s-11-1211 :46:11 CA Building Energy Efficiency Standards -2016 Residential Compliance Report Version -CF1R-10232018-1149 0.35 0.21 0.35 0.21 0.35 0.21 0.35 0.21 0.35 0.21 0.35 0.21 0.35 0.21 0.35 0.21 0.35 0.21 0.35 0.21 0.35 0.21 0.35 0.21 0.35 0.21 0.35 0.21 0.35 0.21 0.35 0.21 0.35 0.21 CF1R.PRF-01 Page 6 of 11 Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) Insect Screen (default) HERS Provider: CalCERTS inc. Report Generated at: 2018-11-12 11:12:13 CERTIFICATE OF COMPLIANCE· RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Arellano 4 Unit Apartment Calculation Description: Trtle 24 Analysis OPAQUE SURFACE CONSTRUCTIONS 01 02 Construction Name Surface Type R-19 Wall** Exterior Walls R-19 Wall**1 Interior Walls Attic RoofZone 2 Attic Roofs Ceilings (below R-30 Roof Attic* attic) Floors Over R-19 Floor* Crawlspace Attic Rootzone 3 Attic Roofs SLAB FLOORS 01 03 Construction Type Wood Framed Wall Wood Framed Wall Wood Framed Ceiling Wood Framed Ceiling Wood Framed.floor Frat~i2 ..... t· I r.: 02 Calculation Date/Time: 11:11, Mon, Nov 12, 2018 Input File Name: G1103.ribd16x 04 05 06 Total Cavity Winter Design Framing R-value U-factor R 19 in 5-1/2 in. 2x6@ 16 in. O.C. cavity (R-18) 0.074 R 19 in 5-112 in. 2x6@ 16 in. O.C. cavity (R-18) 0.069 2x4 Top Chord of Roof Truss @24 in.O.C. none 0.644 2x4 @ 16 in. O.C. R30 0.032 R 19 in 5-1/2 in. 2'<6 16 in. O.C. _cavity (R-18) 0.050 :4 ,cr'ffl'R!f'luss~24 I~, ' I lo..). ; .. ) lhon< r -~ - h .J t-' t, l...J V I l.J L I"'\ 03 04 05 CF1 R-PRF--01 Page 7 of 11 07 Assembly Layers • Inside Finish: Gypsum Board • Cavfty I Frame: R-19 in 5-112 in. (R-18) / 2x6 • Exterior Finish: 3 Coat Stucco • Inside Finish: Gypsum Board • Cavity I Frame: R-19 in 5-112 in. (R-18) I 2x6 • Other Side Finish: Gypsum Board • Cavffy I Frame: no insul. I 2x4 Top Chrd • Roof Deck: Wood Siding/sheathing/decking • Roofing: Ught Roof (Asphalt Shingle) • Inside Finish: Gypsum Board • Cawty I Frame: R-9. 1 I 2x4 • Over Ceiling Joists: R-20.9 insul. • Floor Surface: Carpeted • Floor Deck: Wood Siding/sheathing/decking • Cawty/Frame: R-19 in 5-112 in. (R-18)/ 2x6 • Cawty I Frame: no insul. I 2x4 Top Chrd • Roof Deck: Wood Siding/sheathing/decking • Roofing: Ught Roof (Asphalt Shingle) 06 07 Name Zone Area (112) Perimeter (ft) Edge lnsul. R-value & Depth Carpeted Fraction Heated Slab-on-Grade Zone 1 547 79 None 0.8 No Slab Zone 1 547 79 None 0.8 No BUILDING ENVELOPE -HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII} Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required n/a Registration Number: 218-P010306917A-OOO·OOO-OOOOOOO-OOO Registration Date!Time: 2018-11-1211:46:11 HERS Provider: CaJCERTS inc. CA Building Energy Efficiency Standards -2016 Residential Compliance Report Version -CF1 R-10232018-1149 Report Generated at: 2018-11-12 11:12:13 CERTIFICATE OF COMPLIANCE· RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Arellano 4 Unit Apartment Calculation Description: Title 24 Analysis Calculation Date/Time: 11:11, Mon, Nov 12, 2018 Input File Name: G1103.ribd16x CF1R-PRF-01 Page 8 of 11 WATER HEATING SYSTEMS 01 02 03 04 05 06 07 Number of Number of Solar Systems Multi-Family Water Fraction Name System Type In Building Distribution Type Water Heater Heaters/System (%) DHWSys 1 Central Parallel Piping 4 Multi-family: No loops or DHW Heater 1 (1) 1 0 recirc pump WATER HEATING SYSTEMS 01 02 03 04 05 06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) DHWSys 1 DHW Heater 1 (1) 1 .0% WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 12 Input Rating / Tank Standby Heater Tank Uniform Energy Pilot/ Insulation Loss/ First Hour Tank Location Element Number ;:,;· Factor/ Energy Thermal R-value Recovery Rating/ NEEA Heat Pump or Ambient Name Type Tank Type of Units Faf,r 11!1111!;,ftp """llnttExt Elf Flow Rate Brand / Model Condition S~II ~ \..2..-:11~~c :"! p kE µ/hr ::l,.o ~-n/a n/a n/a DHW Heater 1 Gas lnstantaneousfd 1 . SPACE CONDITIONING SYSTEMS ~, t:' H. ::, Fl-<C)VI l J t-K 01 02 03 04 05 06 SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name DDU-1 1/2 I :Heat Pump System 1 :Air Distribution Heat Pump Heating and Heat Pump System 1 Heat Pump System 1 HVAC Fan 1 Air Distribution System 1 System 1 :HVAC Fan 1 :2:3 Cooling System DDU-1 212 I :Heat Pump System 1 :Air Distribution Heat Pump Heating and Heat Pump System 1 Heat Pump System 1 HVAC Fan 1 Air Distribution System 1 System 1 :HVAC Fan 1 :2:3 Cooling System OOU-21 :Heat Pump System 1:Air Distribution Heat Pump Heating and Heat Pump System 1 Heat Pump System 1 HVAC Fan 1 Air Distribution System 1 System 1 :HVAC Fan 1 :2:3 Cooling System DDU-3 I :Heat Pump System 1 :Air Distribution Heat Pump Heating and Heat Pump System 1 Heat Pump System 1 HVAC Fan 1 Air Distribution System 1 System 1:HVAC Fan 1:2:3 Cooling System Registration Number: 218-P010306917A-OOO-OOO-OOOOOOO-OOOO Registration Date/Time: 2018-11-1211 :46:11 HERS Provider: CalCERTS inc. CA Building Energy Efficiency Standards -2016 Residential Compliance Report Version -CF1 R-10232018-1149 Report Generated at: 2018-11-12 11 :12:13 CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Arellano 4 Unn Apartment Calculation Description: Trtle 24 Analysis HVAC -HEAT PUMPS 01 Name Heat Pump System 1 HVAC COOLING -HERS VERIFICATION 01 02 03 System Type HSPF/COP SplitHeatPump 8 02 Calculation Datemme: 11:11, Mon, Nov 12, 2018 Input File Name: G1103.ribd16x 04 I 05 06 07 08 Heating Cooling Zonally Cap47 Cap 17 SEER EER Controlled 45000 I 34000 14 12 No 03 04 09 Muttlspeed Compressor No 05 CF1R.PRF--01 Page 9 of 11 10 HERS Verification Heat Pump System 1-hers-cool 06 Verified Refrigerant Name Verified Airflow Airflow Target (CFM) Verified EER Verified SEER Charge Heat Pump System 1-hers-cool Required 350 Required Not Required Not Required HVAC • DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 Name Type Duct Leakage Insulation R-value Duct location Bypass Duct HERS Verification Air Distribution System 1 OuctsAttic Al ~ Se.alecrn!, -•- ,_ -Attic None Air Distribution System -1-hers-dist • ~ - HVAC DISTRIBUTION -HERS VERIFICATION -.. I t"'1 11. '-l II ~ _o3 ... . ·~ -----08 01 ' ,-~04,,_,, . -06 07 Duct Leakagl\ 1DuEi-Lelkage··) ve'rir.e<1'Duc1 "-Vefified Dtlet' L ried Deeply Buried Low-leakage Name Verification Target{%} Location Design Ducts Ducts Air Handler total leakage <= 12.0 Air Distribution System 1-hers-dist Required or leakage to Not Required Not Required Not Required Not Required n/a outdoors <= 5.0 HVAC -FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1-hers-fan HVAC FAN SYSTEMS -HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficiency (Watts/CFM) HVAC Fan 1-hers-fan Required 0.58 Registration Number: 21&-P010306917A-OOO-OOO-OOOOOOO-OOOO Registration Date/Time: 2010-11-1211:46:11 HERS Provider; CalCERTS inc. CA Building Energy Efficiency Standards -2016 Residential Compliance Report Version -CF1R-10232018-1149 Report Generated at 2018-11-12 11 :12:13 CERTIFICATE OF COMPLIANCE· RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Arellano 4 Unit Apartment Calculation Description: Title 24 Analysis Calculation Datemme: 11:11, Mon, Nov 12, 2018 Input File Name: G1103.ribd16x CF1R.PRF-01 Page 10 of 11 IAQ (Indoor Air Quality) FANS 01 02 03 04 05 06 IAQ Recovery Dwelling Unit IAQCFM IAQ Watts/CFM IAQFanType Effectiveness(%) HERS Verification DDU-11/2 46 0.25 Default 0 Required DDU-2111 106 0.25 Default 0 Required DDU-3111 68 0.25 Default 0 Required PROJECT NOTES CONTRACTOR MUST COMPLY: . ALL FENESTRATION MUST BE CERTIFIED BY NFRC . INSTALLED FENESTRATION VALUES MUST HAVE EQUAL OR LOWER U FACTOR AND SHGC CALLED OUT IN THIS CALCULATION •. HVAC & WIH UNITS CALLED OUT IS FOR REFERENCE ONLY. INSTALLED HVAC & WIH UNITS MUST HAVE EQUAL OR HIGHER EFFECIENCY THAN SPECIFIED IN THIS CALCULATION • SEE MECHANICAL & PLUMBING PLAN FOR EQUIPMENT SCHEDULE ~ Cat~~,~I~,, I C. Registration Number: 218-P010306917A-OOO-OOO-OOOOOOO-OOOO Registration Date/Time: 2018-11-1211:46:11 HERS Provider: CalCERTS inc. CA Building Energy Efficiency Standards -2016 Residential Compliance Report Version -CF1R-10232018-1149 Report Generated at: 2018-11-12 11:12:13 Project N..,., Arellano 4 Unl Apanmanl Calculation Description: Title 24 Analysis DOCUMENTATION AUTHOR'S DECLARATION STA"IErtENT 1. I certify that 1111& Cer1llcale of COmp1ianc:e -Ion Is acoural8 and ccmplefa. -AulhorName: Rocky Salehi Company: Salehi Engin"ring -8360 Clairmont Mesa Blvd # 111 City/$11Jte12ip: San Diego, CA 92111 RESPONSIBLE PERSON'S DECLARATIOII STATEMENT I -1ify the following under penally of perjury, -tile laws of.,_ Slate of California: <:alculatlan Date/Time: 11 :11, Man, Nov 12, 2018 Input File~: G1103.ri>d16x --Signelur-· Sq,aluleOate: 2018-11-1211:46:11 -~ -1 I . CEMIERS Certification ldei1dftc:atioo UIU'l!r): ~ ca,__.... Phone: 858-2TT-5551 1. I am eligible under Division 3 of the Bumeos and Professions Code to accept responsibility for the building de$ign identified on lhis Ceni1lcate of Compliance. Page11 of11 2. I certify Iha! lhe ene,gy fealUres and pt1fu11ta.., specifica1ions identified on this ~e of Compliance conform to the requirements ol Tlfle 24, Part 1 and PIHi 6 of the Celifomie Code ol Regulations. 3. The building design features or system de$ign -es identified on this Certioome of Complance are c:onsislent with the infonnation prtMde<I on -applioable oomp1;,,nce doc:umera, -•· calrulalions, plans and $ll8Cifications ..-..I ID.1he • •-· -~ · • " " -, • rmil ~- RespoolBi,lo Doaigner Name: l ... r1 IL s· . - Ohms Collaborative -n I _'l .. --.,. -F}'.'... /. Company: D Af • t~ ,.. • t =-) R Ohms Collaborative ,., na--12~:4,1~--License: 536 Sears Ave. na City/S1ate/Zip: Phone: San Diego, CA 92114 760-707-6683 Digitally signed by Ca/CERTS. This digital signature is provided in order to secure the content of this regmered docwnent and in no way implies Registration Providf!r ,esponsi!JiHty to, the accuracy of the information. Rtglmlon N...-r. 2111-P010306917Ml00-000-0000000-00 R~.,_., 201-8-11•1211:46:11 HERS Provido<: II Easy to Verify at CaJCERTS.com ColCl:RTSinc- RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name Building Type □ Single Family □ Addition Alone I Date Arellano 4 Unit Apartment '21 Multi Family □ Existing+ Addition/Alteration 11/12/2018 Project Address California Energy Climate Zone I Total Cond. Floor Area I Addition I # of ~nits 2637 Jefferson Street Carlsbad CA Climate Zone 07 4,886 n/a INSULATION Area Construction Type Cavity (ff) Special Features Status Wall Wood Framed R 19 4,568 New Slab Unheated Slab-on-Grade -no insulation 1,094 Perim = 158' New Roof Wood Framed Attic R30 3,792 Naw Floor Wood Framed w/Crawl Space R 19 1,444 Naw FENESTRATION I Total Area: 1,049j Glazina Percentaae: 21.5 % I New/Altered Averaae U-Factor: 0.35 Orientation Area{ffl U-Fac SHGC Overhana Sidefins Exterior Shades Status Front /N) 389.8 0.350 0.21 none none Bug Screen New Rear/S) 333.0 0.350 0.21 none none Bug Screen New Right /1-\? 163.0 0.350 0.21 none none Bug Screen New Len /E) 163.0 0.350 0.21 none none Bug Screen New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 4 Split Heat Pump 8.00HSPF Split Heat Pump 14.0SEER Setback New HVAC DISTRIBUTION Duct Location Heatina Coolina Duct Location R-Value Status FIRST FLOOR Ducted Ducted Attic 6.0 New WATER HEATING Qty. TvPe Gallons Min. Eff Distribution Status 4 Small Instantaneous Gas 0 0.95 Parallel Piping New Enern11Pro 7.2 bv Ene Soft User Number: 1233 ID: G1103 Pane2of6 • 2016 Low-Rise Residential Mandatory Measures Summary ~ Low-rise residenlial buildings subject to the Energy Standards must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. *Exceptions may apply. (Revised 04/2017) Building Envelope Measures: § 110.6(a)1: Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 cfm/ft2 or less when tested per NFRC-400 or ASTM E283 or AAMANIDMNCSA 101/I.S.2/A440-2011 .' § 110.6(a)5: Labeling. Fenestration products must have a label meeting the requirements of§ 10-111 (a). § 110.6(b): Field fabricated exterior doors and fenestration products must use U-factors and solar heat gain coefficient (SHGC) values from TABLES 110.6-A and 110.6-B for comoliance and must be caulked and/or weatherstrinned. • § 110.7: Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked, oasketed, or weather strinned. § 110.8(a): Insulation Certification by Manufacturers. Insulation specified or installed must meet Standards for Insulating Material. § 110.8(9): Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of§ 110.8(9). § 110.8(1): Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing material must meet the reouirements of 6 110.8/i\ when the installation of a cool roof is specified on the CF1R § 110.80): Radiant Barrier. A radiant barrier must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs. Celling and Rafter Roof Insulation. Minimum R-22 insulation in wood-frame ceiling: or the weighted average U-factor must not exceed 0.043. Minimum R-19 or weighted average U-factor of 0.054 or less in a rafter roof alteration. Attic access doors must have permanently attached § 150.0(a): insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a continuous roof or ceiling which is sealed to limit infiltration and exfiltration as specified in§ 110.7, including but not limited to olacina insulation either above or below the roof deck or on too of a d•uur.:iU ceilina.' § 150.0(b): Loose-fill Insulation. Loose fill insulation must meet the manufacturer's required density for the labeled R-value. Above Grade Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a LI-factor of 0.102 or less (R-19 in 2x6 or LI- § 150.0(c): factor of 0.074 or less). Opaque non-framed assemblies must have an overall assembly LI-factor not exceeding 0.102, equivalent to an installed value of R-13 in a wood framed assemblv .' § 150.0(d): Raised-floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum LI-factor. § 150.0(~: Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have a water vapor permeance no greater than 2.0 perm/inch; be protected from physical damage and UV light deterioration; and, when installed as part of a heated slab floor meet the reauirements of§ 110.8/n\. § 150.0(g)1: Vapor Retarder. In Climate Zones 1-16, the earth floor of unvented crawl space must be covered with a Class I or Class II vapor retarder. This reauirement also aoolies to controlled ventilation crawl srmce for buildinas comolvina with the exceotion to S 150.0ldl. § 150.0(g)2: Vapor Retarder. In Climate Zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of all insulation in all exterior walls, vented attics, and unvented attics with air-oermeable insulation. § 150.0(q): Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a maximum U-factor of 0.58; or the weiohted averaoe U-factor of all fenestration must not exceed 0.58.' Fireplaces, Decorative Gas Appliances, and Gas Log Measures: § 150.0(e)1A: Closable Doors. Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)1B: Combustion Intake. Masonry or factory-built fireplaces must have a combustion outside air intake, which is at least six square inches in area and is eQuinoed with a readilv accessible ooerable and tiaht-fittina damoer or combustion-air control device.' § 150.0(e)1C: Flue Damper. Masonry or factory-built fireplaces must have a flue damper with a readily accessible control.' § 150.0(e)2: Pilot Light. Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the buildina. are prohibited. Space Conditioning, Water Heating, and Plumbing System Measures: § 110.0-§ 110.3: Certification. Heating, ventilation and air conditioning (HVAC) equipment, w~ter heaters, showerheads, faucets, and all other regulated annliances must be certified bv the manufacturer to the EnerQY Commission. § 110.2(a): HVAC Efficiency. Equipment must meet the applicable efficiency requirements in TABLE 110.2-A through TABLE 110.2-K.' Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters § 110.2(b): must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut-on temperature for compression heating is higher than the cut-on temperature for supplementary heating, and the cut-off temperature for compression heatinQ is hiQher than the cut-off temoerature for sunnlementarv heatina.' § 110.2(c): Thermostats. All unitary heating or cooling systems not controlled by a central energy management control system (EMCS) must have a setback thennostat.' Water Heating Recirculation Loops Serving Multiple Dwelling Units. Water heating recirculation loops serving multiple dwelling units must § 110.3(c)5: meet the air release valve, backflow prevention, pump priming, pump isolation valve, and recirculation loop connection requirements of§ 110.3(cl5. § 110.3(c)7: Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBTU/hr (2 kW) must have isolation valves with hose bibbs or other fittinas on both cold water and hot water lines of water heatina svstems to allow for water tank flushinQ when the valves are closed. § 110.5: Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces; household cooking appliances (appli- ances without an electrical sunnlv voltaQe connection with pilot liQhts that consume less than 150 Btu/hr are exemoO: and oool and soa heaters.' § 150.0(h)1: Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with ASHRAE Handbook, Equipment Volume, Applications Volume, and Fundamentals Volume; SMACNA Residential Comfort System Installation Standards Manual; or ACCA Manual J usina desian conditions specified in§ 150.0(h)2. • 2016 Low-Rise Residential Mandatorv Measures Summary § 150.0(h)3A: Clearances. Installed air conditioner and heat pump outdoor condensing units must have a clearance of at least 5 feet from the outlet of any druarvent. § 150.0(h)3B: Liquid Line Drier. Installed air conditioner and heat pump systems must be equipped with liquid line filter driers if required, as specified by manufacturer's instructions. § 150.0(i)1: Storage Tank Insulation. Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water-heating systems, must have R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the tank. Water piping and cooling system line Insulation. For domestic hot water system piping, whether buried or unburied, all of the following must be insulated according to the requirements of TABLE 120.3-A: the first 5 feet of hot and oold water pipes from the storage tank; all piping with a § 150.00)2A: nominal diameter of 3/4 inch or larger; all piping associated with a domestic hot water recirculation system regardless of the pipe diameter; piping from the heating source to storage tank or between tanks; piping buried below grade; and all hot water pipes from the heating source to kitchen fixtures: § 150.00)28: Water piping and cooling system line insulation. All domestic hot water pipes that are buried below grade must be installed in a water proof and non-crushable casino or sleeve: § 150.00)2C: Water piping and cooling system line Insulation. Pipe for cooling system lines must be insulated as specified in § 150.00)2A. Distribution niniM for steam and hvdronic heatinn svstems or hot water svstems must meet the rAnUirements in TABLE 120.3-A.' § 150.00)3: Insulation Protection. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation Protection. Insulation exposed to weather must be installed with a cover suitable for outdoor service. For example, protected by § 150.00)3A: aluminum, sheet metal, painted canvas, or plastic cover. The cover must be water retardant and provide shielding from solar radiation that can cause dearadation of the material. § 150.00)38: Insulation Protection. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must have a Class I or Class II va=r retarder. Gas or Propane Systems. Systems using gas or propane water heaters to serve individual dwelling units must include all of the following: a § 150.0(n)t 120V electrical receptecle within 3 feet of the water heater, a Category Ill or IV vent, or a Type B vent with straight pipe between the outside termination and the space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the water heater and allows natural draininn without numn assistance; and a nas suoolv line with a caMcitv of at least 200.000 Btu/hr. § 150.0(n)2: Recirculating Loops. Recirculating loops serving multiple dwelling units must meet the requirements of§ 110.3(c)5. § 150.0(n)3: Solar Water-heating Systems. Solar water-heating systems and oollectors must be certified and rated by the Solar Rating and Certification Comnration (SRCCfor bv a lislinn anenev that is annroved bv the Executive Director. Ducts and Fans Measures: § 110.8(d)3: Ducts. Insulation installed on an existing space-conditioning duct must oomply with§ 604.0 of the California Mechanical Code (CMC). If a contractor installs the insulation. the contractor must certifv to the customer in writina that the insulation meets this renuirement. CMC Compliance. All air-distribution system ducts and plenums must be installed, sealed, and insulated to meet the requirements of CMC §§ 601.0, 602.0, 603.0, 604.0, 605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply-air and return-air ducts and plenums must be insulated to a minimum installed level of R-6.0 (or higher if required by CMC § 605.0) or a minimum installed level of R-4.2 when entirely in conditioned space as confirmed through field verification and diagnostic testing § 150.0(m)t (RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape, or other duct-closure system that meets the applicable requirements of UL 181, UL 181A, or UL 1818 or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than¼ inch, the combination of mastic and either mesh or tape must be used. Building cavities, support platforms for air handlers, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and SU"""rl olatforms must not be comoressed to cause reductions in the cross-sectional area of the ducts.· § 150.0(m)2: Factory-Fabricated Duct Systems. Factory-fabricated duct systems must comply with applicable requirements for duct construction, connections, and closures: joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct lanes unless such tane is used in combination with mastic and draw bands. § 150.0(m)3: Field-Fabricated Duct Systems. Field-fabricated duct systems must comply with applicable requirements for: pressure.sensitive tapes, mastics sealants. and other reauirements soecified for duct construction. § 150.0(m)7: Backdraft Dampers. All fan systems that exchange air between the oonditioned space and the outside of the building must have back draft or automatic damoers. § 150.0(m)8: Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, manuallv ooerated damoers in all ooeninns to the outside, excent combustion inlet and outlet air ooeninos and elevator shaft vents. § 150.0(m)9: Protection of Insulation. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather must be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation must be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. § 150.0(m)10: Porous Inner Core Flex Duct Porous inner core flex duct must have a non-porous layer between the inner core and outer vapor barrier. Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an § 150.0(m)11: occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with & 150.0fm\11and Reference Residential A""endix RA3. Air Filtration. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal § 150.0(m)12: conditioning component, except evaporative coolers, must be provided with air filter devices that meet the design, installation, efficiency, oressure droo. and labelina reouirements of• 150.0lml12. • 2016 Low-Rise Residential Mandatorv Measures Summarv Duct System Sizing and Air FIiter Grille Sizing. Space conditioning systems that use forced air ducts to supply cooling to an occupiable space must have a hole for the placement of a stalic pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the § 150.0(m)13: supply plenum. The space conditioning system must also demonstrate airflow ~ 350 CFM per ton of nominal cooling capacily lhrough the return grilles, and an air-handling unit fan efficacy s 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.3. This applies to both single zone central forced air systems and every zone for zonally controlled central forced air svstems.' Ventilation for Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2. Neither window operation nor §150.0(o): continuous operation of central forced air system air handlers used in central fan integrated ventilation systems are pennissible methods of nrovidinn whole-buildina ventilation. § 150.0(o)1A: Field Verification and Diagnostic Testing. Whole-building ventilation airllow must be confirmed through field verification and diagnostic testinn in accordance with Reference Residential Annendix RA3.7. Pool and Spa Systems and Equipment Measures: Certification by Manufacturers. Any pool or spa healing system or equipment musl be certified lo have all of the following: a lhermal efficiency § 110.4(a): that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric resistance heatinn.' § 110.4(b)1: Piping, Any pool or spa heating equipment must be installed with at least 36 inches of pipe between the filter and the healer, or dedicated suction and return lines, or built-in or built-uo connections to allow for future solar heatina. § 110.4(b)2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover. § 110.4(b)3: Directional Inlets and time switches for pools. Pools must have directional inlets that adequately mix the pool water, and a time switch that will allow all numns to be set or oroarammed to run onlv durina off-neak electric demand oeriods. § 110.5: PIiot Light. Nalural gas pool and spa heaters musl not have a continuously burning pilot light § 150.0(p): Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow rate, nirinn, filters and valves.' Lighting Measures: § 110.9: Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements of• 110.9.' § 110.9(e): JA8 High Efficacy Light Sources. To qualify as a JAB high efficacy light source for compliance with§ 150.0(k), a residential light source must be certified to the Ene,.,,., Commission accordina to Reference Joint Annendix JAB. § 150.0(k)1A: Lumlnalre Efficacy. All installed luminaires must be high efficacy in accordance wilh TABLE 150.0-A. Blank Electrical Boxes. The number of electrical boxes that are more than 5 feet above the finished floor and do not contain a luminaire or § 150.0(k)1B: other device must be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or fan S"""'ed control. Recessed Downlight Lumlnalres In Ceilings. Luminaires recessed into ceilings must meet all of the requirements for: insulation contact (IC) § 150.0(k)1C: labeling; air leakage; sealing; maintenance; and socket and light source as described in§ 150.0(k)1C. A JAB-2016-E light source rated for elevated temMrature must be installed bv final insnection in all recessed downliaht luminaires in ceilinas. § 150.0(k)1D: Electronic Ballasts. Ballasts for fluorescent lamps rated 13 watts or greater must be electronic and must have an output frequency no less than 20 kHz. Night Lights. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans must be rated to consume no § 150.0(k)1E: more than 5 watts of power per luminaire or exhaust fan as determined in accordance with§ 130.0(c). Night lights do not need lo be conlrolled bv vacan~ sensors. § 150.0(k)1F: Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) must meet the an, licable renuirements of 8150.0lkl.' Screw based luminalres. Screw based luminaires must not be recessed downlight luminaires in ceilings and must contain lamps that comply § 150.0(k)1G: with Reference Joint Appendix JAB. Installed lamps must be marked with "JAB-2016" or "JAB-2016-E" as specified in Reference Joint Appendix JA8.' § 150.0(k)1H: Enclosed Lumlnalres. Light sources installed in enclosed luminaires must be JAB compliant and must be marked with "JAS-2016-E." § 150.0(k)ZA: Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. § 150.0(k)2B: Interior Switches and Controls. Exhaust fans must be switched separately from lighting systems.' § 150.0(k)2C: Interior Switches and Controls. Luminaires must be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. § 150.0(k)2D: Interior Switches and Controls. Controls and equipment must be installed in accordance with manufacturer's instructions. § 150.0(k)2E: Interior Switches and Controls. No control musl bypass a dimmer or vacancy sensor function if the control is installed lo comply with 8150.0lkl. § 150.0(k)2F: lntertor Switches and Controls. Lighting controls must comply with the applicable requiremenls of§ 110.9. Interior Switches and Controls, An energy management control system (EMCS) may be used to comply with dimmer requirements if it: § 150.0(k)2G: functions as a dimmer according lo § 110.9; meets lhe lnslallation Certificate requirements of§ 130.4; meets the EMCS requirements of§ 130.5'"· and meets all other renuirements ins 150.0lk\2. Interior Switches and Controls. An EMCS may be used to comply with vacancy sensor requirements in§ 150.0(k) if it meets all of lhe § 150.0(k)2H: following: it functions as a vacancy sensor according lo§ 110.9; the Installation Certificate requirements of§ 130.4; the EMCS requirements of§ 130.5'"· and all other renuirements ins 150.0lk\2. § 150.0(k)2I: Interior Switches and Controls. A multiscene programmable controller may be used to comply with dimmer requirements in § 150.0(k) if it nrovides the functionalitv of a dimmer accordina to & 110.9, and come lies with all other anr licable renuirements in s 150.0lk\2. • 2016 L ow-R' 1se R 'd f IM d t es1 en 1a an a ory M easures s ummary § 150.0(k)2J: Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, at least one luminaire in each of these spaces must be controlled bv a vacanl"V sensor. § 150.0(k)2K: Interior Switches and Controls. Dimmers or vacancy sensors must control all luminaires required to have light sources compliant with Reference Joint Annendix JA8 exceot luminaires in closets less than 70 sauare feet and luminaires in hallwavs.' § 150.0(k)2L: Interior Switches and Controls. Undercabinet lighting must be switched separately from other lighting systems. Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other § 150.0(k)3A: buildings on the same lot, must meet the requirement in item§ 150.0(k)3Ai (ON and OFF switch) and the requirements in either item § 150.0(k)3Aii (photocell and motion sensor) or item§ 150.0(k)3Aiii (photo control and automatic time switch control, astronomical time clock, or EMCS\. Residential Outdoor Lighting. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, § 150.0(k)3B: and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site must comply with either & 150.0{kl3A or with the aoolicable reouirements in« 110.9, 130.0, 130.2, 130.4 140.7 and 141.0. § 150.0(k)3C: Residential Outdoor Lighting. For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by & 150.0{k\38 or & 150.0(k\3D must comnlv with the annlicable reauirements in 66110.9 130.0, 130.2, 130.4, 140.7 and 141.0. § 150.0(k)3D: Residential Outdoor Lighting. Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles oer site must comnlv with the aoolicable reauirements in« 110.9, 130.0 130.2, 130.4 140.7 and 141.0. § 150.0(k)4: Internally illuminated address signs. Internally illuminated address signs must comply with§ 140.8: or must consume no more than 5 watts of nnwer as determined accordina to§ 130.0(cl. § 150.0(k)S: Residential Garages for Eight or More Vehicles. lighting for residential parking garages for eight or more vehicles must comply with the aoolicable reauirements for nonresidential oaraoes in« 110.9 130.0 130.1 130.4 140.6 and 141.0. Interior Common Areas of Low-rise Multi-Family Residential Buildings. In a low-rise multifamily residential building where the total interior § 150.0(k)6A: common area in a single building equals 20 percent or less of the floor area, permanently installed lighting for the interior common areas in that buildinQ must be hiQh effica"" luminaires and controlled bv an occuoant sensor. Interior Common Areas of Low-rise Multi-Family Residential Buildings. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building must: § 150.0(k)6B: i. Comply with the applicable requirements in§§ 110.9, 130.0, 130.1, 140.6 and 141.0; and ii. Lighting installed in corridors and stairwells must be controlled by occupant sensors that reduce the lighting power in each space by at least 50 n,::ircent. The occuoant sensors must be caoable of turnino the lioht fullv on and off from all desioned oaths of inaress and earess. Solar Ready Buildings: Single Family Residences. Single family residences located in subdivisions with ten or more single family residences and where the § 110.10(a)1: application for a tentative subdivision map for the residences has been deemed complete by the enforcement agency must comply with the =uirements of & 110.10{bl throuah & 110.10{el. § 110.10(a)2: Low-rise Multi-family Buildings. Low-rise multi-family buildings must comply with the requirements of§ 110.10(b) through§ 110.10(d). Minimum Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas § 110.10(b)1: greater than 10,000 square feet. For single family residences the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi-family buildings the solar zone must be located on the roof or overhang of the building, or on the roof or overhang of another structure located within 250 feet of the building, or on covered parkin9 installed with the building project, and have a total area no less than 15 norcent of the total roof area of the buildina excludina anv skvliaht area. § 110.10(b)2: Orientation. All sections of the solar zone located on steep-sloped roofs must be oriented between 110 degrees and 270 degrees of true north. § 110.10(b)3A: Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof mounted eauioment.' Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the § 110.10(b)38: distance, measured in the horizontal plane, of the height differenc~ between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone measured in the vertical olane. § 110.10(b)4: Structural Design Loads on Construction Documents. For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load must be clearly indicated on the construction documents. Interconnection Pathways. The construction documents must indicate: a location for inverters and metering equipment and a pathway for § 110.10(c): routing of conduit from the solar zone to the point of interconnection with the electrical service (for single family residences the point of interconnection will be the main service oaneh; and a oathwav for routine of olumbina from the solar zone to the water-heatina svstem. § 110.10(d): Documentation. A copy of the construction documents or a comparable document indicating the information from§ 110.10(b) through & 110.10fcl must be orovided to the occuoant. § 110.10(8)1: Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps. Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit § 110.10(e)2: breaker for a future solar electric installation. The reserved space must be: positioned at the opposite (load) end from the input feeder location or main circuit location; and oermanentlv marked as "For Future Solar Electric". Project No. Gl-15-12-50 November 26, 2018 Ohms Collaborative Mr. Hector Aramburo 536 Sears Avenue San Diego, California 92114 6116 GEOTECHNICAL SOLUTIONS, INC. Consulting Geotechnical Engineers & Geologists 5931 Sea Lion Place, Suite I 09 Carlsbad, California 92010 760-602-7815 smsgeosol.inc@gmail.com CBR2018-3291 2637 JEFFERSON ST MFD-01 (JEFFERSON ST APARTMENTS) 4,886 SF// 4-UNITS 1551702500 11/28/2018 CBR2018-3291 Geotechnical Plan Review, Proposed Arellano 4-Unit Apartments, 2637 Jefferson Street, Carlsbad California Project most current Drainage & BMP Plan (Sheet 2 of3), prepared by Victor Rodriguez-Fernandez, dated April 6, 2017, and foundation plan and details, prepared by GAMA Engineering, Inc. dated Novemver 12, 2018, for the proposed multi-unit residential development at the above-referenced property, were provided to us for review and comments. Project property was the subject of a detail surface and subsurface geotechnical study completed by this office in connection with the proposed development. The following reports pertinent to the project development are available and were reviewed as a part of this effort: I. Revised PICP Construction Procedure Alternative, Proposed Arellano 4-Unit Apartments, 2637 Jefferson Street, Carlsbad," dated April 10, 2017. 2. "Alternative PICP Construction Procedure, Proposed Arellano 4-Unit Apartments, 263 7 Jefferson Street, Carlsbad, California," dated February 14, 2017. 3. "Geotechnical Plan Review Update, Proposed Arellano 4-unit Apartments, 2637 Jefferson Street, Carlsbad, California," dated October 24, 2016. 4. "Geotechnical Investigation, Proposed 3-story 4-Unit Residence, 2637 Jefferson Street, Carlsbad, California," dated January 11, 2016. Ohms Collaborative Geotechnical Plan Review May 8, 2017 Pagel The purpose of this effort was to review the project Drainage & BMP Plan, and building foundation plan and details, from a geotechnical engineering viewpoint, and confirm their compatibility with the site indicated geotechnical conditions, and recommendations given in the referenced reports. Based on our review, the project Drainage & BMP Plan, and foundation plan and details are generally considered in substantial conformance with the referenced Geotechnical Investigation report and subsequent updates and addendum letters, provided the following comments are also considered and reflected on the final plans, where appropriate and as applicable: I. The referenced reports (References I through 4) and this plan review letter should be noted on, and shall be considered a part of the project Drainage & BMP Plan, and foundation plan and details. 2. Due to the planned site BMP designs, pool backfill soils should be compacted to minimum 95% compaction levels. 3. Pavement section ground preparations should completed as recommended in the Reference 1 report (see Page 2, Item I). As noted, and based on the proposed BMP designs, permeable pavement section should consist of removals of upper fill/topsoil section to expose the underlying undisturbed ("uncompacted") native Terrace Deposits. An increased section of well-consolidated pavement base materials (ASTM No. 57 stone base course) should then be placed over the undisturbed ("uncompacted") native Terrace Deposits exposed at the bottom of excavation to achieve finish pavement base grade levels. Since the perforated underdrain pipe is eliminated, an adequate storage capacity (with a proper safety factor) of the permeable pavement BMP facility should be confirmed by the project design consultant. 4. All foundations bearing and subgrade soils underneath the planned new building should be compacted to minimum 95% compaction levels (see Page 2 of Reference I, Item 2). 5. All southern building foundations adjacent to the permeable pavers pavement section should be extended as specified in the Referenced I report (Page 2, Item 3). Protection ofon and off site improvements with concrete slurry cut-off wall (deepened edge restraint) should also be considered, where necessary and as required, as specified. 6. Provided dowels where in the event a 2 pour system or a cold joint in the foundation and floor slab construction, as recommended by the project design consultant. 7. Interior slabs should be a minimum of 5 inches in thickness reinforced with minimum #4 reinforcing bars spaced 18 inches on center maximum each way placed mid-height in the slab Ohms Collaborative Geotechnlcal Plan Review MayS,2017 Page3 (see Reference 4, Page 17, Item 3). Use minimum JO-mil Stego moisture barrier/vapor retardant as specified. 8. Considerations may be given to provide diagonally placed re-entrant comer reinforcement consisting 2-#3 @ 12" on centers (minimum 5 feet long) for all interior slabs at 270°± comers with the first rebarplaced 3 inches from the comer (see Figure 6 of the Reference 4 report). 9. Provide interior slabs saw cut control joints as specified in the Reference 4 report (Page 17). We recommend considering to delineate the pattern and locations of the interior slab saw cut joints on the project foundation plan. LIMITATIONS This geotechnical plan review is not a "Plan Check Review" and does not relieve the responsibility of the project design consultant(s) and contractor(s) to get completely familiarized with the requirements of the project soil report(s) and fully incorporate its recommendations into the project design, plans and construction works, where appropriate, and as applicable. Our review and comments are for general geotechnical conformance of the project plans with the intent of the project soil report and design recommendations. Review of structural and civil engineering calculations, architectural intent and structural and civil engineering design modeling and basis, verification of set back requirements, easements and right-of-ways, as well as code, city and county compliance are beyond geotechnical engineering services. It is the owner's or his (her) representative's responsibility to provided copies of all pertinent soil report(s), updates, addendum letters and plan review letters to respective design consultant( s ), and general contractor and his (her) subcontractor(s) for full compliance. We appreciate this opportunity to be of service to you. again. Should any questions arise concerning this report, please do not hesitate to contact this office. Reference to our Project No. GI-15-12-50 will help to expedite our response to your inquiries. Distribution: Addressee (2, e-mail) SMS/vs .6ll6GEOTECHNlCAL SOLUTIONS. INC. {cityof Carlsbad CERTIFICATION OF SCHOOL FEES PAID This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project No. & Name: _DE_V_2_01_6_-0_0_61-'-, _M_F_D-_0_1 --FR\--!EF=-1-C-=-+E-+f''Hvl'-IE=-FD"" Plan Check No.: CBR2018-3291 --------~~""'"'AAH,LR-f',6hf!6'--'2~0+fl-l9- Project Address: 2637 JEFFERSON ST c1Iy OF CARLSBAD Assessor's Parcel No.: 1551702500 BUILDING DIVISION __________________ ___;_ Project Applicant: (Owner Name) TRUST ARELLANO FAMILY TRUST 09-03-13 Residential Square Feet: New/Additions: 4,886 ~------------------ Second Dwelling Unit: Commercial Square Feet: New/Additions: City Certification:City of Carlsbad Building Division Date: 03/04/2019 Certification of ApplicanUOwners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. Cl] Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 Phone: (760) 331-5000 D Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 Phone: (760) 944-4300 x1166 D San Dieguito Union H.S. District 684 Requeza Dr. Encinitas, CA 92024 Phone: (760) 753-6491 Ext 5514 (By Appt. Only} D San Marcos Unified Sch. District 255 Pico Ave Ste. 100 San Marcos, CA 92069 Phone: (760) 290-2649 Contact: Katherine Marcelja (By Appt.only) D Vista Unified School District 1234 Arcadia Drive Vista CA 92083 Phone: (760) 726-2170 x2222 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. The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. Signature of Authorized School District Official: '\h , 'B-, A)£'~ ~ h .:iQ (_ C:. I G '-'-"01=J....t \:"""Cl.."" Title: :==; \'t:,,~v",v'\.~k£,/\l'\j; Date: 3 -..S--j(j Name of School District: CARLSBAD UNIFIED SCHOOL DISTRICT Phone: 1 kO 5 3 / -,\-060 6225 Et CAMINO AEAt CARLSBAD, CA 92009 Building Division 1635 Faraday Ave nue Carlsbad, CA 92008 building@ca rlsbadca .gov