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Home My WebLink About1545 FARADAY AVE; ; CB154046; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 12-31-2015 Cogeneration Permit Permit No:CB154046 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: 1545 FARADAY AV CBAD COGEN Sub Type: PHOTO Lot#: 0 Constuction Type: NEW Reference #: Parcel No: Valuation: Occupancy Group: 2121302900 $58,400.00 Project Title: CAPSTONE= INSTALL ROOF MNT PV SYSTEM// 146 MODULES//NO PANEL UPGRADE//FLSH MNT//41.6KW Applicant: Owner: SUNX SOLAR INC C W H Q CARLSBAD L L C 1558 STERLING CT ESCONDIDO CA 92029 619-261-9135 Building Permit Add'! Building Permit Fee Plan Check Add'! Plan Check Fee Plan Check Discount Strong Motion Fee Green Bldg Stands (SB1473) Fee $445.43 $0.00 $311.80 $0.00 $0.00 $16.3q $1.00 1545 FARADAY AVE CARLSBAD CA 92008 PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Additional Fees TOTAL PERMIT FEES Status: ISSUED Applied: 11/20/2015 Entered By: LSM Plan Approved: 12/31/2015 Issued: 12/31/2015 Inspect Area: Plan Check #: $0.00 $0.00 $0.00 $0.00 $774.58 Total Fees: $774.58 Total Payments To Date: $77 4.58 Balance Due: $0.00 Inspector: Clearance: __ a,__ __ _ NOTICE: Flease ta<e NOTICE that~ r:J yrur µtject includes the "lrrµ:isition'' r:J fees, dedicatioos, reservatioos, or cther exa:iiais hereafter a:lledively referred to as "fees/exa:iioos." You have 9J days from the date tHs pernit Wro issued to protest irrµ:isiticn r:J these fees/exa:iioos. If yru putest thern yru rrust fdlcmthe putest µ-ccedures set forth in Q:wemrent Qxle Sec:ticn 66020(a}, ard file the i:rotest ad ITT/ other reqjred inforrraticn wth the Qty ~for pucessing in aam:fance wth Ca'lsbad M..Jridpal Qxle Sec:ticn 3.32.030. Failure to timlly fdlcmthat µ-ccedure wll bar any sut:Bequent legal cdion to attack, review, set aside, vdd, or am..i trar irrµ:isition. Youa-e hereby FlRTI-ERNOTIFIEDthat yrurrig,t to rrotest the~fioofees/exa:iioos OC.ES NOT .APFI..Ytowaterad se.t\erainnecticnfees ard rapacity cta,ges, nor plcrring, zaing, gading or other sinilcr appicaticn pucessing or seivice fees in a:innecticn wth this µtject. I'm OC.ES IT .APFI.. Y to any fees/exadioos r:J Wlich have viousl been ·ven a NOTICE sinilar to tHs or as to Wlich the statute r:J linitatioos has ·ous1 ctheMise 'red. , THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: 0PLANNING D ENGINEERING 0BUILDING OFIRE 0HEALTH 0HAZMAT/APCD Ccicyof Building Permit Application Plan Check No. ~/S404l~ 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value 58".~0 , Carlsbad Ph: 760-602-2719 Fax: 760-602-8558 Plan Ck. Deposit 31 I. o/0 email: building@carlsbadca.gov www.carlsbadca.gov Date /J J '2..0 /t:, lswPPP JOB ADDRESS SUITE#/SPACEII/UNIT# IAPN 212 1545 FARADAY AVE. -130 -29 -00 CT/PROJECT II ILOTII I PHASE# r OF UNITS I II BEDROOMS # BATHROOMS ITE~~;;;;~ e: ro~~;E I occ. GROUP DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) ROOF MOUNTED PHOTOVOLTAIC/ 146 PANELS/ 9 INVERTERS/ 41.6 K.W. , tJO PAtJ€A.-Uf,B~ EXISTING USE I PROPOSED USE ,,GARAGE (SF) PATIOS (SF) I DECKS (SF) FIREPLACE rR CONDITIONING I FIRE SPRINKLERS YESO No[] YES 0No0 YESONoO APPLICANT NAME TOMMY MURPHY PROPERTY OWNER NAME CAPSTONE ADVISORS Prinarv Contact ADDRESS ADDRESS 1558 STERLING COURT 1545 FARADAY AVE CITY STATE ZIP CITY STATE ZIP ESCONDIDO CA 92029 CARLSDBAD CA 92008 PHONE !FAX PHONE !FAX 619-261-9135 858-344-9541 EMAIL EMAIL SOLARTOMMY50@YAHOO.COM SCHOENECK@CAPSTONEADVISORS.COM DESIGN PROFESSIONAL CONTRACTOR BUS. NAME SUN X SOLAR INC. ADDRESS ADDRESS 1558 STERLING COURT CITY STATE ZIP CITY STATE ZIP ESCONDIDO CA <::bt>~muuo PHONE (AX PHONE (AX 760-738-8398 EMAIL EMAIL SUNXSOLAR@LIVE.COM I STATE LIC. II STATE UC.# ICLASSC 46 I CITY BUS. LIC.1237703 969780 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement tliat he is licensed pursuant to the provisions oftne Contractor's License Law /Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500}). -, , :,•,;,,,A;,,.-,,• Workers' Compensation Declaration: I hereby affirm under penalty of pe,jury one of the following declaraUons: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 01 have and will maintain workers' compensation. as required by Section 3700 of the Labor Code. for the p~rformance of the work for which this oermit is issued. My workers' compensation insurance carrier and policy STATE COMP. FUND Policy No. 90549435 Expiration Date 6/15/15 h this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of unlawful, and shall subject an employer lo criminal penalties and civil fines up to one hundred thousand dollars {&100,000), in l e Labor co interest and attorney's fees. @AGENT DATE \ \-20-("'5 I hereby affirm that I am exempt from Contractor's Ucense Law for the following reason: D 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 sofd.'(lithin 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). D 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 lo an owner of property who builds or improves thereon, and contra:!s for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D 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 of the proposed property improvement OYes Do 2. I (have I have not) signed an application for a building permit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address I phone/ contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person lo coordinate, supervise and provide the major work (include name /address/ phone / contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the following persons lo provide the work indicated Qnclude name/ address /phone/ type of work): Ji5 PROPERTY OWNER SIGNATURE OAGENT DATE Is 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? D Yes D No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D Yes D No Is the facility to be constructed within 1,000 feet of the outer boundaiy of a school site? D Yes D 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. '.-' . '·~ ~Yl' 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 I certify that I have read the appllcation and statethatthe 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 construction. _.t! APPLICANT'S SIGNATURE ned properly for inspeclion puiposes. I ALSO AGREE TO SA VE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. nstruclion of strucb.Jres over 3 stories in height e shall expire by limilation_and become null and void if the building or work authorized by such perm a is not commenced within is sus andoned at anytime after the vrork is commenced fora period of 180 days (Section 106.4.4 Uniform Building Code}. DATE \~ -2cr {S Inspection List Permit#: CB154046 Type: COGEN PHOTO Date Inspection Item Inspector Act 01/22/2016 35 Photo Voltaic (PV) RI 01/22/2016 35 Photo Voltaic (PV) AEK AP 01/22/2016 39 Final Electrical RI 01/22/2016 39 Final Electrical AEK AP 01/20/2016 35 Photo Voltaic (PV) RI 01/20/2016 35 Photo Voltaic (PV) AEK NR 01/20/2016 39 Final Electrical RI Monday, January 25, 2016 CAPSTONE= INSTALL ROOF MNT PV SYSTEM// 146 MODULES//NO PANEL Comments COF BACKFEED METERS A, B, C, AND HOUSE METER BACKFEED METERS, A, B, C AND HOUSE METER PREFINAL WALK//NEED FIRE Page 1 of 1 Carlsbad 15-4046 12/28/2015 EsGil Corporation In (['artnersfiip witfi qovernment for <Bui{aing Safety DATE: 12/28/2015 JURISDICTION: Carlsbad PLAN CHECK NO.: 15-4046 PROJECT ADDRESS: 1545 Faraday Ave SET: II 0 APPLICANT O JURIS. 0 PLAN REVIEWER 0 FILE PROJECT NAME: Capstone Advisors (7+(7x4)+5)KW rooftop PV system [ZI 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 building 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 Corporation 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: fZI EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person D REMARKS: By: Morteza Beheshti EsGil Corporation D GA D EJ D MB D PC Enclosures: 12/18 ' . EsGil Corporation In (J!artnersliip witli (}overnmentfor(}3ui{aing Safety DATE: 12/3/2015 JURISDICTION: Carlsbad PLAN CHECK NO.: 15-4046 PROJECT ADDRESS: 1545 Faraday Ave SET: I Cl ffePLICANT .,,,B"JURIS. Cl PLAN REVIEWER Cl FILE PROJECT NAME: Capstone Advisors (7+(7x4)+5)KW rooftop PV system D 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 building 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. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation 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: D EsGil Corporation staff did not advise the applicant that the plan check has been completed. ~ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Tommy Murphy Telephone#: 619.261.9135 _9ate conj.acted:\ '2.--/~by:nLl Email: solartommy50@yahoo.com Fax #: ~ail \/Telephone Fax In Person D REMARKS: By: Morteza Beheshti EsGil Corporation D GA D EJ D MB D PC Enclosures: 11/24 ' h GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 1545 Faraday Ave DATE PLAN RECEIVED BY ESGIL CORPORATION: 11/24 REVIEWED BY: Morteza Beheshti FOREWORD (PLEASE READ): PLAN CHECK NO.: 15-4046 DATE REVIEW COMPLETED: 12/3/2015 This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. • Please make all corrections and submit two new complete sets of prints to: ESGIL CORPORATION. • To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? D Yes D No ,, I Carlsbad 15-4046 12/3/2015 ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Morteza Beheshti ELECTRICAL (2013 CALIFORNIA ELECTRICAL CODE) 1. Please demonstrate compliance with the fire access and pathways setback requirements under section 3111.4.3 of the 2013 residential CBC. Elaborate on the roof plan and clearly show clearances to the roof edges. Smoke ventilation clearances. Also, the centerline axis pathways. 2. Provide electrical load calculations for justification of the service de-rating(s). 3. Provide a detailed service panel circuit breaker layout detailing the relative bus locations of the main disconnect, the branch circuit circuit breakers, and the new PV circuit breaker(s). Be sure to include the amperage rating for all overcurrent devices. 4. Detail the inverter and other equipment mounting on the roof. 5. Clarify the location of all existing six panels. Shown on the roof it seems. 6. Provide note on title sheet the ballasted system will have special inspection provided. 7. Please provide fall protection from roof access point and the drawings to show the required 42 inch tall "Guards" (guard rails) as per CBC, Sections 1013.6 & 1013. 7: Where appliances, equipment, fans, roof hatch openings or other components that require service are located within 10 feet of a roof edge or open side of a walking surface. Correct the height of parapet walls at roof hatches, roof mounted exhaust fans, services areas and path of travel on the roof where less than 10 feet from the edge of the roof. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Morteza Beheshti 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. , . ~ t!ar:lsbad 15-4046 12/3/2015 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Morteza Beheshti BUILDING ADDRESS: 1545 Faraday Ave PLAN CHECK NO.: 15-4046 DATE: 12/3/2015 BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinai:ice Bldg. Permit Fee by Ordinance ~ • I Plan Check Fee by Ordinance Type of Review: D Complete Review D Repetitive Fee 3Repeats * Based on hourly rate D Other 0 Hourly EsGil Fee Comments: 2 hour electrical plan review. TYPE OF CONSTRUCTION: Reg. VALUE ($) Mod. $250.00j D Structural Only 21 Hrs.@* =====$=1=0=0-=0-0_, $200.ooj Sheet 1 of 1 macvalue.doc + «~db ~ CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-29 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.eov DATE: 11/23/2015 PROJECT NAME: ROOF MOUNTED PHOTOVOLTAIC PANELS PROJECT ID: PLAN CHECK NO: CB154046 SET#: 1 ADDRESS: 1545 FARADAY AVE APN: 212-130-29-00 ~ This plan check review is complete and has been APPROVED by the PLANNING Division. By: VERONICA MORONES A Final Inspection by the PLANNING Division is required D Yes [gj No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check APPROVAL has been sent to: SOLARTOMMYSO@YAHOO.COM For questions or clarifications on the attached checklist please contact the following reviewer as marked: .. . . PLANNING ENGINEER:tNG FIRE PREVENTION 760-602-4610 760-602-2750 760-602-4665 D Chris Sexton D Chris Glassen D Greg Ryan 760-602-4624 760-602-2784 760-602-4663 Chris.Sexton@carlsbadca.gov Christo~her.Glassen@carlsbadca.gov Gregory.Ryan@carlsbadca.gov D Gina Ruiz D ValRay Marshall D Cindy Wong 760-602-4675 760-602-27 41 760-602-4662 Gina.Ruiz@carlsbadca.gov ValRay.Marshall@carlsbadca.gov Cynthia.Wong@carlsbadca.gov ~ Veronica Morones D Linda Ontiveros D Dominic Fieri 760-602-4619 760-602-2773 760-602-4664 Veronica.Morones@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Dominic.Fieri@carlsbadca.gov Remarks: ROOF MOUNTED PHOTOVOLTAIC-146 PANELS, 9 INVERTERS, 41.6 KW. NO PANEL UPGRADE. .. ' ··:·'-1'"· •"· '-''·'·~: ,·: ~ i ' ; •• ,-, • • •• ~ ,. '• •'• : ,..,;' ,. . '•~ I ', I ,,_ ... '-.,. I u ., ·l -,.._." _·"r ~ ... . · .. rc:c'.h•i\; Jf5)~ ;;,. :u~., t·· . ·'/ . ' ~ 'j • ·t': , ;, 't' . i~,-... -:,, ,...,· ... . ,--~ ..... ik:,ifr_n: ' • •n·• • .:· :\.: ;~-.. ·.~;;' • ...... ~,,•\ -~f Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA90505 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Structural Calculations for a Roof Mounted Solar Photovoltaic System for: Capstone Advisors 1545 Faraday Avenue Carlsbad, CA 92008 Applicable Codes: RECEIVED NOV 2 3 2015 CITY OF CARLSBAD BUILDING DIVISION 2013 California Building Code, 2013 California Electric Code, 2013 California Mechanical Code, American Society of Civil Engineers Standard ASCE 7-1 O Minimum Design Loads for Buildings and Other Structures, 2012 American Forest & Paper Association National Design Specification for Wood Construction, Local Municipal Code, and all other codes which are adopted by reference or enacted by law. Assumed Design Parameters: The existing structure has been built under a building per·mit and is in its original condition. The existing roof structure is capable of its code required live load and the ability of the roof structure to support live loads has not been substantially reduced by the age of the structure, termites or mold, or unauthorized modifications to the existing structure. Solar Energy Contractor shall make an inspection of the existing roof framing system prior to installation of the roof mounted solar energy system to verify that the existing roof is capable of supporting minimum roof live loads. Assumed Design Parameters: All 2x members are grade Douglas Fir #2 or better All 4X members are grade Douglas Fir #1 or better All Roof Connectors are Simpson Strong-Tie or Equal All Concrete Foundations are f'c = 2500 psi or stronger Original Structure was built to the Applicable Building Code at the time of Construction. Sht # 1 of 6 2015-2942 Sun X Solar Capstone Date: Nov. 20, 2015 Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Note to Building Official: Based upon an review ·of the proposed plans I am confident that the existing roof framing system is capable of safely supporting the additional loads caused by the new solar photovoltaic energy system. The contractor shall field verify that the existing roof structure is in its original permited condition and verify that it can support the normal code required roof live loads. Attached in this package are several calculations showing that the roof members can support the additional weight of the solar array. Furthermore, an analysis of the solar array's support for wind forces and a seismic analysis of the existing structure are also included. Check Existing Rafters (2 in zone of ballast) : W DL+LL ~_///////221/////7//27/lZZZlib:7//m W = 30 psf X 2 X 2 = 120 plf R1 R2 8' Total load on Truss = 120 plf x 8 ft. = 960 lbs (2) Existing Rafters@ 2'-0" o.c. Span= 8 ft. Sht# 2 of 6 2015-2942 Sun X Solar Capstone Date: Nov. 20, 2015 Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA90505 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check Existing (2) Wood Rafters : p p ~ ~ WoL + LL = 30 psf x 2 x 2 = 120 plf WoL = 10 psf x 2 x 2 = 40 plf ~ ////7///////::T~/~~ R1 R2 Total load = 40 plf x 8 ft. + (50 lbs x 2) + (32 lbs x 4) on purlin Total load = 548 lbs < 960 lbs OK on purlin 8' Check Connectors of Unirac Racking System for Wind Uplift : :: . : . :: .. ·· :--: . : . : ... :-· ·. :·: ·.· .. :· .. '.· . ·.·::_':· .. ·· .. · .. : . . . . : . : .. . . . . . . · ... · . .. . .. . . . .. .. . ., . . .... ::.':'i:.i.'. ... : i1 t:'.:_:·::::·:.·.· < ·.: . .'::_-::: ·: ·::faj~:/} ·.· .. ··i\ ::<.·: ·: ·.·: i. _::· ·.:.-.-.: .. 19\: :·::·: : .. ·.: · ... .-..::..;:.·: · . . . ·· ....... -:· .: .. -. ,·: -:. ·.: .. : .. -:: ., : .... :. . :. ·, ·.· .:.· ··. . · .. -:· .·._. ·::: .· ... ·.· ·: :·.:: :·:,•. :· :·::. :··:: •. .· .. · .. · .... ·.. . · .. .,·:·_ . .. . . .. .. . . . ..... . . . . . . . . . . . . -. . . . . . . . . . . . .... .. .. .. .. .. . . . . . . . . . . .. '• . -... Sht# 3 of 6 2015-2942 Sun X Solar Capstone Date: Nov. 20, 2015 Loyd W. Martin Solar Structures Engineering 251 OW. 237th St. #206 Torrance, CA 90505 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check attachment of Support to Existing Structure for Wind Uplift CHECK SOLAR STRUCTURE ATTACHMENTS PER ASCE 7-10 COMPONENTS AND CLADDING METHOD 1 PART 2 FIGURE 30.5-1 THEREFORE CHECK ATTACHMENT FOR TYPICAL CRITICAL LOAD WHICH IS THE INTERIOR ZONE -ZONE 1 NOTE:PER DEFINITION ON SHEET 243 OF ASCE 7-10 EFFECTIVE WIND AREA: "FOR CLADDING FASTENERS THE EFECTIVE WIND AREA SHALL NOT BE GREATER THAN THE AREA THAT JS TRIBUTARY TO AN INDIVIDUAL FASTENER." EFFECTIVE AREA = 18 SQ FT INTERPOLATION OF WIND UPLIFT FORCE: pnet30 = -21.5 psf pnet = A K zt I pnet3o Eq'n 30 .5-1 ASCE 7 -10 A = 1.0 Wind Speed 110 mph Exposure B K zt = 1.0 I= 1.0 pnet30 = -21.5 psf Nominal pnet = 1.0 x 1.0 x 1.0 x (-21.5 psf) = -21.5 psf Per Section 2.4.1 of ASCE 7-10 Basic Load Combinations Factored pnet= -21.5 psfx 0.6 = 12.9 psf 2015-2942 Sun X Solar Capstone Sht # 4 of 6 Date: Nov. 20, 2015 Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA90505 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check attachment of Support to Existing Structure for Wind Uplift -Cont'd Tributary Area of Solar Panels = 5.5 ft. x 3.3 ft. = 18 sq. ft. Total number of modules= 146 Total Area= 18 sq. ft. x 146 = 2,628 sq. ft. Weight of Racking and Panels= 7,950 lbs lbs Weight of Ballast = 32 lbs x 354 blocks = 11,328 lbs System Weight (Total)= 7,950 lbs+ 11,328 lbs= 19,278 lbs 0.6 x System Weight (Total) = 0.6 x 19,278 lbs = 11,567 lbs Eco65 Uplift Resistance= 41 x 650 lbs= 26,650 lbs Uplift Required= 12.9 psf x 2,628 sq. ft.= 33,901 lbs OK Total Uplift Resistance= 11,567 lbs+ 26,650 lbs= 38,217 lbs> 33,901 lbs Use Unirac Racking System w/ total of 41 Eco65 Connectors as Wind Supports Use 354 ballast blocks total. 2015-2942 Sun X Solar Capstone Sht # 4 of 6 Date: Nov. 20, 2015 . ' Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA90505 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check Seismic load due to added dead load of photovoltaic system. Determine Seismic Weight of Existing Building: Effective Existing Seismic Weight Area of (E) Building = Approximately 7,000 Sq. Ft. Approximate Effective = 7,000 sq. fl. x 25 psf ave.= 175,000 LBS Seismic Weight DETERMINE BASE SHEAR V=CsW EQ'N 12.8-1 ASCE 7-10 EQ'N 12.8-2 ASCE 7-10 R = THE RESPONSE MODIFICATION FACTOR IN TABLE 12.2-1 R = 3 ORDINARY PRECAST SHEAR WALLS le= 1.0 IMPORTANCE FACTOR Sos= 2/3 XS Ms EQ'N 11.4-3ASCE 7-10 S MS= FA x S s EQ'N 11.4-1 ASCE 7-05 S MS= 1.0 X 1.5 = 1.5 S DS = 2/3 X 1.5 = 1. 0 1.0 Cs = [ +] = 0.333 EQ'N 12.8-2 ASCE 7-10 Sht # 5 of 6 2015-2942 Sun X Solar Capstone Date: Nov. 20, 2015 ,, l t Loyd W. Martin Solar Structures Engineering 251 0 W. 23 7th St. #206 Torrance, CA 90505 Tel: 1 . 310 .464 .1804 Email: loydwmartin@gmail.com www.loydwmartin.com EXISTING BASE SHEAR V = 0.333 x 175,000 LBS = 58,328 LBS EQ1N 12.8-1 ASCE 7-10 DETERMINE NEW BASE SHEAR Determine Seismic Weight of Building with Solar Array: EXISTING SEISMIC WEIGHT Total Weight of System NEW SEISMIC WEIGHT = 175,000 LBS = 19,278 lbs = 175,000 LBS+ 19,278 LBS= 194,278 LBS THEREFORE NEW BASE SHEAR: V = 0.333 x 194,278 LBS = 64,753 LBS EQ'N 12.8-1 ASCE 7-10 % CHANGE = __ 6_4_,7_5_3_L_B_S_-_58_,_32_8_LB_S __ x 100 = i1% ~ 10% OK 58,328 LBS OK. PER ASCE 7-10 SECTION 11.B.4 ALTERATIONS EXISTING LATERAL FORCE RESISTING SYSTEM IS EXEMPT FROM ANALYSIS SINCE NEW SEISMIC FORCE IS LESS THAN 10% GREATER THAN EXISTING SEISMIC FORCE. "Alterations are permitted to be made to any structure without requiring the existing structure to comply with this standard provided the alterations comply with the requirements for a new structure. Alterations that increase the seismic force in any existing structural element by more than 10 percent or decrease the design strength of any existing structural element to resist seismic forces by more than 1 O percent shall not be permitted unless the entire seismic force-resisting system is determined to comply with this standard for a new structure. " End of Calculations 2015-2942 Sun X Solar Capstone Sht# 6 of 6 Date: Nov. 20, 2015 NOV 2 3 2015 CITY OF CARLSBAD BUILDING DIVISION C ~ rtifR (Cate @if C@mrn JP) llii taiilll ((; e Ceriificate: 2593411 Master Contract: 257442 Project: 70016432 Date Issued: December 3, 2014 Issued to: §olarWorld AG 24 Martin Luther King §trasse Bonn, Nrtlt Rhine Wesi:falia 53175 Germany The products listed below are eligible tv bear the CSA Mark shown with adjacent indicators 'CP and 'USP/or Canada and US or with adjacent indicator 'USv for US only or without either indicator for Canada onlyo ~Ii® la-y'=G<;dorifov-·~ (! Stop,~yevu;, C . US Issued by: Tatjana Galonja-Stojsavljevic PRODUCTS CLASS 531110 -POWER SUPPLIES -Photovoltaic Modules and Panels CLASS 531190 -POWER SUPPLIES -Photovoltaic Modules and Panels -Certified to US Standards PART A: Photovoltaic Modules with maximum system voltage of 600 V de or 1000 V de and with Fire Perfomia11ce of Type 1, Model Series: Sumnodule Plus SW, followed by 200,205; 210,215,220,225,230,235,240,245,250,255,260,265,270, 275,280,285, 290, 295 or 300 followed by "mono", may be followed by "black". Sunmodule Plus SW, followed by 200,205,210,215,220,225,230,235,240,245,250,255,260,265,270, 275 or 280 followed by "poly", may be followed by "black". XL modules -"Sumnodule SW", followed by 260,265,270,275,280,285,290,295,300,305,310,315,320, 325,330,335,340,345,350,355 or360followedby "XL mono", may be followed by "black" DQD 507 Rev. 2012.05-22 Page: I /~" t.i . \) CSA ~®Group Certificate: 2593411 Master Contract: 257442 Project: 70016432 Date Issued: December 3, 2014 XL modules -"Sunmodule SW", followed by 260, 265, 270,275,280,285,290,295, 300, 305, 310,315,320, 325, 330 or 335 followed by "XL poly", may be followed by "black" Off-Grid modules -Smunodule SW, followed by 50 poly RGA, 50 poly RMA, 55 poly RMA, 80 1110110 RHA, 80 poly RNA, 85 poly RNA, 100 poly RIB, 100 poly RGP, 120 poly R6A, 130 poly R6A, 135 poly R6A, 140 poly R6A, 145 poly R6A, 150 poly R6A, 155 poly R6A or 160 poly R6A. Electrical Ratings - Mono-crystalline Versions -(Type designations may be followed by "black"): · Model Open Circuit Rated Voltage Rated Current Short Circuit Ratecf Maximum Voltage at STC, atSTC, atSTC, Current at STC, Power at STC, (Vde) (Vdc) (Ade) (Ade) (Watts) SW300 40.1 31.6 9.57 10.23 300 SW295 40.0 31.5 9.45 10.1 295 SW290 39.9 31.4 9.33 9.97. 290 SW285 39.7 31.3 9.20 9.84 285 SW280 39.5 31.2 9.07 9.71 280 SW275 39.4 31.0 8.94 9.58 275 SW270 39.2 30.9 8.81 9.44 270 SW265 39.0 30.8 8.69 9.31 265 SW260 38.9 30.7 8.56 9.18 260 SW255 38.7 30.6 8.43 9.05 255 SW250 37.8 31.l 8.05 8.28 250 SW245 37.7 30.8 7.96 8.25 245 SW240 37.6 30.6 7.87 8.22 240 SW235 37.5 30.3 7.77 8.19 235 SW230 37.4 30.0 7.68 8.16 230 SW225 3.7.3 29.7 7.59 8.13 225 SW220 37.2 29.4 7.50 8.10 220 SW215 37.1 29,1 7.41 8.07 215 SW210 37.0 28.8 7.32 8.04 210 SW205 37.0 28.5 7.22 8.01 205 SW200 36.9 28.2 7.13 7.98 200 DQD 501 Rev. 2012-05-22 Pago:2 '1 . CSA ~) (!t, Group Ce1iificate: 2593411 Master Contract: 257442 Project: 70016432 Date Issued: December 3, 2014 Poly-c1ystalline Versions • (Type designations may be followed by "black"): Model Open Circuit Rated Voltage RatedOment Short Circuit Rated Maximtun Voltage at STC, atSTC, atSTC, Current at STC, Power at STC, (Vdc) (Vdc) (Ade) (Ade) (Watts) SW280 39.8 33.0 8.58 9.19 280 SW275 39.4 32.6 8.53 9.13 275 SW270 39.1 32.2 8.48 9.07 270 SW265 38.7 31.8 8.43 9.00 265 SW260 38.4 31.4 8.37 8.94 260 SW255 38.0 30.9 8.32 8.88 255 SW250 37.6 30.5 8.27 8.81 250 SW245 37.3 30.1 8.22 8.75 245 SW240 36.9 29.7 8.17 8.69 240 SW235 37.0 30.0 7.85 8.35 235 SW230 36.9 29.8 7.72 8.25 230 SW225 36.8 29.5 7.63 8.17 225 SW220 36.6 29.2 7.54 8.08 220 SW215 36.5 28.9 7.44 8.00 215 SW210 36.4 28.7 7.32 7.90 210 SW205 36.2 28.5 7.20 7.80 205 SW200 36.1 28.3 7.07 7.70 200 Off-grid modules: Model Open Circuit Rated Voltage Rated Current Short Circuit Rated Maximum Voltage at STC, atSTC, atSTC, Current at STC, Power at STC, (Vdc) (Vdc) (Ade) (Ade) (Watts) SW 50 poly RGA 22.1 18.1 2.75 3.02 50 SW 50 poly RMA 22.1 18.2 2.75 2.95 50 SW 55 poly RMA 22.1 18.1 3.05 3.28 55 SW80 22.5 18.5 4.35 4.66 80 monoRHA SW 80 poly RNA 21.9 17.9 4.49 4.78 80 SW 85 poly RNA 22.1 17.9 4.76 5.02 85 S w 100 poly RIB 22.1 18.8 5.51 6.04 100 DQD 507 Rev. 2012-05-22 Page: 3 Certificate: 2593411 Master Contract: 257442 Project: 70016432 Date Issued: December 3, 2014 SWl00 44.2 37.6 2.75 3.02 100 polyRGP SW 120 poly R6A 21.7 16.9 7.14 7.71 120 SW 130 poly R6A 21.8 17.4-7.49 7.99 130 SW 135 poly R6A 21.9 17.7 7.69 8.16 135 SW 140 poly R6A 22.1 17.8 7.85 8.35 140 SW 145 poly R6A 22.2 18.0 8.17 8,69 145 SW 150 poly R6A 22.5 18,3 8,27 8.81 150 SW 155 poly RM 22.8 18.6 8.37 8.93 155 SW 160 poly R6A 23.l 18.9 8.47 9,05 160 XL Modules -Mono-ciystalline Versions -(Type designations may be followed by "black"): Model Open Circuit Rated Voltage Rated Current Short Circuit Rated Maximum Voltage at STC, atSTC, atSTC, Current at STC, Power at STC, (Vdc) (Vdc) (Ade) (Ade) (Watts) SW360 48.4 38.9 9,95 9.32 360 SW355 48.2 38.7 9.89 9.25 355 SW350 48.0 38.4 9.82 9.17 350 SW345 47.8 38.2 9.75 9.10 345 SW340 47.6 38.0 9.69 9.01 340 SW335 47.4 37.8 9.62 8,93 335 SW330 47.2 37.5 9.55 8,87 330 SW325 46.1 37.0 9.48 8.84 325 SW320 45.9 36.7 9.41 8,78 320 SW315 45.6 36.5 9.35 8.71 315 SW310 45.4 36.2 9.28 8,64 310 SW305 45.6 36.3 9.02 8.49 305 SW300· 47.0 38.3 7.87 8.22 300 SW295 46.9 38.0 7.79 8.20 295 SW290 46.8 37.7 7.72 8.17 290 SW285 46.7 37.4 7.64 8.15 285 SW280 46.6 37.1 7.57 8.12 280 SW275 46.5 36.8 7.50 8.10 275 SW270 46.4 36.5 7.43 8.08 270 SW265 46.3 36.2 7.36 8.05 265 SW260 46.3 35.9 7.28 8.03 260 DQD 507 Rev. 2012-05-22 Pago: 4 ~" (/ · ]. ) CSA 'l~ Group Ceriificate: 2593411 Master Contract: 257442 Project: 70016432 Date Issued: December 3, 2014 XL Modules -Poly-crystalline Versions -(Type designations may be followed by "black"): Model Open Circuit Rated Voltage Rated Current Short Circuit Rated Maximum Voltage at STC, atSTC, atSTC, CtuTent at STC, Power at STC, (Vdc) (Vdc) (Ade) (Ade) (Watts) SW335 46.8. 39.0 9.20 8.61 335 SW330 46.6 38.7 9.13 8.54 330 SW325 46.2 38.4 9.05 8.48 325 SW320 46.1 38.2 8.40 8.96 320 SW315 45.9 37.9 8.33 8.88 315 SW310 45.6 37.6 8.26 8.80 310 SW305 45.4 37.4 8.19 8.72 305 SW300 45.2 37.1 8.12 8.63 300 SW295 45.0 36.8 8.04 8.55 295 SW290 44.8 36.5 7.97 8.47 290 SW285 44.6 36.2 7.90 8.39 285 SW280 44.3 36.0 7.83 8.31 280 SW275 43.3 35.5 7.75 8.25 275 SW270 42;9 35.2 7.68 8.17 270 SW265 42.6 34.9 7.60 8.09 265 SW260 42.2 34.6 7.52 KOO 260 PART B Photovoltaic Modules with maxumun system voltage of 600 V de or 1000 V de and with Fire Perfonnance of Type 3, Model Series: Sunmodule Protect SW, followed by 200, 205, 210, 215, 220, 225, 230, 235, 240, 245, 250, 255, 260, 265, 270, 275,280, 285,290,295 or 300, followed by "mono", may be followed by "black" or "clear", may be followed by Laminate. DQD 507 Rev. 2012-05-22 Page: 5 /i l CSA ~) ~~· Group Certificate: 2593411 Master Conirnct: 257442 Project: 70016432 Date Issued: December 3, 2014 Sunmodule Protect SW, followed by 200,205,210,215,220,225,230,235,240,245,250,255,260,265 or 270, 275 or 280, followed by "poly", may be followed by "black" or "clear", may be followed by Laminate. Electrical Ratings: Mono-Crystalline Versions: (Type designations may be followed by "black"): Model Open Circuit Rated Voltage Rated Current Short Circuit Rated Maximum Voltage at at STC, (V de) at STC, (A de) Current at Power at STC, (Vdc) STC, (Ade) STC, (Watts) SW300 40.1 31.6 9.57 10.23 300 SW295 40.0 31.5 9.45 10.1 295 SW290 39.9 31.4 9.33 9.97 290 SW285 39.7 31.3 9.20 9.84 285 SW280 39.5 31.2 9.07 9.71 280 SW275 39.4 31,0 8.94 9.58 275 SW270 39.2 30.9 8.81 9.44 270 SW265 39.0 30.8 8.69 9.31 265 SW260 38.9 30.7 8.56 9.18 260 SW255 38.7 30,6 8.43 9.05 255 SW250 37.8 31.1 8.05 8.28 250 SW245 37.7 30.8 7.96 8.25 245 SW240 37.6 30.6 7.87 8.22 240 SW235 37.5 30.3 7.77 8.19 235 SW230 37.4 30,0 7.68 8.16 230 SW225 37.3 29.7 7.59 8.13 225 SW220 37.2 29.4 7.50 8.10 220 SW215 37.1 29.1 7.41 8.07 215 SW210 37,0 28.8 7.32 8.04 210 SW205 37.0 28.5 7.22 8.01 205 SW200 36.9 28.2 7.13 7.98 200 Poly-Ciystalline Versions: (Type designations may be followed by "black"): Model Opencrrcmt Rated Voltage Rated Current Short Circuit Rated Maxnmm1 Voltage at at STC, (V de) at STC, (A de) Current at Power at STC,(Vdc) STC, (Ade) STC, (Watts) SW280 39.8 33.0 8,58 9.19 280 DQD 507 Rev. 2012-05-22 Pago: 6 .· Certificate: 2593411 Project: 70016432 SW275 39.4 32.6 SW270 39.1 32.2 SW265 38.7 31.8 SW260 38.4 31.4 SW255 38.0 30.9 SW250 37.6 30.5 SW245 37.3 30.1 SW240 36.9 29.7 SW235 37.0 30.0 SW230 36.9 29.8 SW225 36.8 29.5 SW220 36.6 29.2 SW215 36.5 28.9 SW210 36.4 28.7 SW205 36.2 28.5 SW200 36.1 28.3 Notes: 1. Nomenclature -for Off-Grid modules: Type of cell cut R6A KGA KGP RHA '.l:<.ltl RMA KNA Where: R = nrral = Module Type "Off Grid"; A or B = 36 = total number of cells in serial connection. P = 72 = total 1mmber of cells in serial connection. Master Contract: 257442 Date Issued: December 3, 2014 8.53 9.13 275 8.48 9.07 270 8.43 9.00 265 8.37 8.94 260 8.32 8.88 255 8.27 8.81 250 8.22 8.75 245 8.17 8.69 240 7.85 8.35 235 7.72 8.25 230 7.63 8.17 225 7.54 8.08 220 7.44 8.00 215 7.32 7.90 210 7.20 7.80 205 7.07 7.70 200 Dimension of cells (mm) = cut 156 x 156 = 1 = no cut 156x52=1/3 = 1 or2 52 x 156 = 1/3 = I or 2 156x 78= 1/2 = 1 cut 104 x 156 = 2/3 =l cut 156x62=2/5 = 1 or2 156x94=3/5 = 1 cut 2. Modules followed by 'Laminate' are approved only as components wh:icn are sold to manufacttrrers of complete modules where the final product is subject to approval by CSA Group. DQD 507 Rev. 2012-05-22 Pago: 7 •.. I ' ~~. CSA ~) ~ Group Certificate: 2593411 Master Contract: 257442 Project: 70016432 Date Issued: December 3, 2014 3. Rated electrical characteristics are wilhin +/-10% of measured values at Standard Test Conditions ofl00 mW/ cm2 irradiauce, AM 1.5 spectrum, and cell temperature of25°C. 4. Solar World Type 1 and Type 3 modules with SunfL\: Plus ® Mount mounting system in combination with roof coverings were evaluated to System Fire Class A Rating, Steep Slope 5/12 & Low Slope ½ /12. Type 1 or Type 3 modules mounted as per Sun.th Plus Mounting Manual, and Sunfi\: Plus ® Mount mounting system conslmct:ion as per Sunfix Plus Moimting Manual. APPLICABLE REQUIREMENTS ULC/ORD-Cl 703-01 -Flat-Plate Photovoltaic Modules and Panels UL l 703-3rd Edition -Flat-Plate Photovoltaic Modules and Panels DQD S07 Rev, 2012-05-22 Page: 8 c· SOLAR SYSTEMS, INC. CA Lie #969780 To whom it may concern: RECORD COPY I Shon O'Brien@ SunX Solar certify that all fuses have been derated per plans for permit number CB154046 At 1545 Faraday Ave, Carlsbad, Ca. 92008. The fuses for panel A have been de-rated to 150 amps, The fuses at panel C and house have been de-rated to 175 amps Shon O'Brien SunX Solar (760) 497-4058 Shon@sunxsolar.com SL CERTIFIED RIVERSIDE COUNTY, CA 1775 E. Palm Canyon Dr., Suite#122 Palm Springs, CA 92264 (760) 267-1500 MAIN OFFICE ESCONDIDO, CA 1558 Sterling CL Escondido, CA 92029 (760) 738-8398 ORANGE COUNTY, CA 6789 Quail Hill Pkwy. Suite#508 lrvlne, CA 92603 (714) 307-3763