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BSOL2015-0129{ Q�i 78-495 CALLE TAMPICO TIS D 4 Qumz VOICE (760) 777-7125 FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 8/20/2015 Application Number: BSOL2015-0129 Owner: Property Address: 52790 AVENIDA OBREGON CATHY CUNNINGHAM APN: 773315026 5744 E CREEKSIDE NO 19 Application Description: 9.54kW PV SYSTEM - (36) 265W PANELS/(2) INVERTER ORANGE, CA 92253 Property Zoning: g Application Valuation: $21,000.00 z �n D C D Applicant: Contractor: ' o SOLARCITY CORPORATION SOLARCITY CORPORATION ►'^� 3055 CLEARVIEW WAY 3055 CLEARVIEW WAY ,$.r� CO ATTN ZOE STEELE ATTN ZOE STEELE o C SAN MATEO, CA 94402 SAN MATEO, CA 94402 D ci{ (650)963-5630 3 Llc. No.: 888104 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Busines and Professions Code, and my License is in full force and effect License s: C CSO A Li nse 881 4 Cont ` Da�-T� racto OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 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).: (_) 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 Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the.work himself or herself through his or her own employees, provided that the 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 or she 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 Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s)licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Na Lender's Address: WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' comp s i n, as provided for by Section 3700 of the Labor Code, for the performance of o or which this permit is issued. have and will maintain workers' compensation insurance, as required by Section 370 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: Carrier: _ Policy Number: _ _ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws'of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 ot Labor de, I shall forthwith compMhpro ions. Date: Aoolicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COW �YGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the. Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinancesMatsrelating to building construction, and hereby authorize representatives ter n the above. ment' d for inspection purposes.Date ignature (Applicant or Agent s 1 1 0• 1 ® � V, ESCRIPTIONfScyyCtt:7�.:t,E'y,.:. A@COUNTd ?QTY#AM.OUN74� '4 -NOW }U PpAID° }F+ PAID DATE�',..�.'Y:dM����.'�.+ri'l.R4Y.Ai3J �..i"�FL°�',6i�'�vw!!: �GF'��f.?•�. V .� : �EE''#Z�3�3'J2 .��.0 tl.' .'. �1.�� ?: }tY4rTY�� E�.•ir:C:t"..S.�ao"iti'.�a��:.MM.-.fA?:n�.AYl1R !�i.::���'�c�x' BSAS 561473 FEE 101 0000-20306 :: 0 $1 00 .. $0:00 `. }if x +,� tP'� .`-i(^y-` ic'r�,`L ..., +.7i '* S C .'.i" 9 St B ai?. - F T';l ..1." 1, i ) ,yr^.,..�'S.CE:T49 £ nh i'f'}� x 's,��+x : 'PQID:BY4e= w >i" `. g�; METIiODr . $; ' �* .'at`:zwr.:��:�.aa`�k.�C ��9�:i?`"A �° ;.�.sa` � ,ems ��:?cr�,:;k, ..� ? ` �.. .ti ?...e. s' a "4 ,�:7i3.7„fi.M1Lau.3i: 1' �t H t. . a'.y ' Q t.a RECEIP,T'#, :- �'�+.�tr �:'' .. , ,t:��'t�»a�x�:z+t��s. ?u> �'CHECKr#� x.CLTD.BYn", g 14 1- 010 NO Total Paid forBUILDING;STAN. -DAR DS ADMINISTRATION BSA $1.00 $0.00 R P.TiION«;.�3�ai3"` ; � -,� ��? �ti; VON 1 1�43v S•`ur..,�.�`ck::z..eA...re?Fi5f�N9,'.dT'S_. �3.. Av ili;:i=t asq �.-rra�:, a,,< '�a , x A@COUNT+QTY %v. W.aetm}S'S.'x+s85f vt0"rsd2ll,p�•,+S?!4+ T s 1 1 0• 1 ® � V, ESCRIPTIONfScyyCtt:7�.:t,E'y,.:. A@COUNTd ?QTY#AM.OUN74� '4 -NOW }U PpAID° }F+ PAID DATE�',..�.'Y:dM����.'�.+ri'l.R4Y.Ai3J �..i"�FL°�',6i�'�vw!!: �GF'��f.?•�. V .� : �EE''#Z�3�3'J2 .��.0 tl.' .'. �1.�� ?: }tY4rTY�� E�.•ir:C:t"..S.�ao"iti'.�a��:.MM.-.fA?:n�.AYl1R !�i.::���'�c�x' BSAS 561473 FEE 101 0000-20306 :: 0 $1 00 .. $0:00 `. }if x +,� tP'� .`-i(^y-` ic'r�,`L ..., +.7i '* S C .'.i" 9 St B ai?. - F T';l ..1." 1, i ) ,yr^.,..�'S.CE:T49 £ nh i'f'}� x 's,��+x : 'PQID:BY4e= w >i" `. g�; METIiODr . $; ' �* .'at`:zwr.:��:�.aa`�k.�C ��9�:i?`"A �° ;.�.sa` � ,ems ��:?cr�,:;k, ..� ? ` �.. .ti ?...e. s' a "4 ,�:7i3.7„fi.M1Lau.3i: 1' �t H t. . a'.y ' Q t.a RECEIP,T'#, :- �'�+.�tr �:'' .. , ,t:��'t�»a�x�:z+t��s. ?u> �'CHECKr#� x.CLTD.BYn", Total Paid forBUILDING;STAN. -DAR DS ADMINISTRATION BSA $1.00 $0.00 R P.TiION«;.�3�ai3"` ; � -,� ��? �ti; VON 1 1�43v S•`ur..,�.�`ck::z..eA...re?Fi5f�N9,'.dT'S_. �3.. Av ili;:i=t asq �.-rra�:, a,,< '�a , x A@COUNT+QTY %v. W.aetm}S'S.'x+s85f vt0"rsd2ll,p�•,+S?!4+ T � _-:��� �,.>C �ta�:E� srs`^� - .^�� -AMO.UNT�PAID` , _J.ieia: ':�kiatli. .'iV n +'�s•, ��w�ro p` C!. Yui#. �;.i[in€f� . r. r ��-�. a+, PAIDDrATE �:'Y3�W<_ PV SYSTEM - ARRAY, FIRST 20 ,• 1017000.0-42403 0 i $241Z' $0:00_ tiP=+i`Jt�}i $ '.: ` °8�. w A�{�4 �lr;;PAIDBYY';,a?:EA: all o . w G 7._r3?,.'�d}}Pr's`7#:.1 'SIk;'9' _METHOD,n`.aRECEP?� ''�.'mt1 <'5R,+t:4*'vy:18" .'N.ti"i S,iFi- _, J'/akxP� c"- �''•e. ''+�`i;* -tu. } `PAIPel 9��u4sit�,N�ia;«"r,w's�u>;a PAIDDi4TE2 PV SYSTEM -ARRAY, FIRST 20: PC 101 0000'42ti00 ; .. y 0 $24'17 $0.00 `r'�^'+Et�a-- 'r �:: - r, � EI'k'yit9 'X •j'{�+y{ AID BY � f`� .-Fz]iw �T....,k'� :.f Dn�+.f5j: b"�rr� xr ; ll� �airgr METH,CID .. L.. ,f`.{-, .,.1x.G".rCal"..sulelTSi+�'9Ey�i 'a�'..R WIN RECEIPT'#� S 1-.- �h'>Rad.�w u'X i'JrJW!"U`i9,<Y*T. y/A' �f CHECKS# ` ^vsL.i .'�%.l.i�..rk tr., 'ti CLTD BY .d ✓xa:rM15.Nc4s1,z4 TofaLPaid foi,iLECTRICAL $48'34. $0.00 f= Vwr�:-1+` �a'4H lii9a3�8t�.]SF y�f` ` ,➢��uj 5yyDESGRITION�xtY�d75Ya1`.:nr_ACCOUIVT�ni�raiaTYAIVI�OUIV;T �^F'���da"{,'.KY�'i,�'�P'Si�.u�'�, <.�PAPATE� _ :Y•" '.!� ���lFj., PERMIT ISSUANCE' . - 101-0000-42404` . $91;85 - $0:00. , ,� Fk ;"Adz y/�� �,: , .s.-•.9 K� .^+ : p . " �.i`. ��� rf� �^ �•� ° iE�4"3Y".. .� r z'„g PAIDiBY 4 ".<f;q'j�C....v. 1141-111M y ` METHOD a`.L � ��3A E.Y. ��?..'!.taR3�:.��� & 1^' f{!u ., } gyp. f"..bt 'kd d<9i'{ �"t,"xe�.k'�: RECEIPTi#3 �.^�LS., �+�RSY.1"�'�3Y3X�l.tv'...�:.. cCHECK #� cp {¢zCLTDBY Total.Paid,forPERMIT ISSUANCE $91 85 $0 00 yc, 0 1 11 "� k e Description: 9.54kW PV SYSTEM - (36) 265W PANELS/(2) INVERTER Type: SOLAR Subtype: Status: APPROVED Applied: 8/12/2015 EVA Approved: 8/19/2015 LUR Parcel No: 773315026 Site Address: 52790 AVENIDA OBREGON LA QUINTA,CA 92253 Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 173 Lot: 5 Issued: UNIT 17 Lot Scl Ft: 0 Building Scl Ft: 0 Zoning: Finaled: Valuation: $21,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 9.54kW SOLAR ARRAY - (36) 265W KYOCERA PANELS W/ (2) PVI-3.6-OUTD-S-US-Z-A-AFCI INVERTER [638SF] 2013 CALIFORNIA ELECTRICAL CODE. CONDITIONS - FINANCIAL INFORMATION Printed: Thursday, August 20, 2015 8:25:24 AM 1 of 2 SYSTEMS DESCRIPTION ACCOUNT­ OTT AMOUNT� PAID --PAIUDATE R�CEIPt'k:CHECK #e:,� METHOD .7T 'PAID BY rt BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA: PV SYSTEM - ARRAY, 101-0000-42403 0 $24.17 $0.00 FIRST 20 PV SYSTEM - ARRAY, 101-0000-42600 0 $24.17 $0.00 FIRST 20 PC Total Paid for ELECTRICAL: $48.34 $0.00 PERMIT ISSUANCE 101-0000-42404 0 $91.85 $0.00 Total Paid forPERMIT ISSUANCE: $91.85 $0.00 TOTALS: $141.19 $0.00 SEQID] [ON TYPE. INSPECTOR UL S, OECTOR SCHEDULED COMPLETED -RESULT' REMARKS 'NOTE INSPECTION 'D' DATE JJ SOLAR FINAL" I BLD PARENT PROJECTS Printed: Thursday, August 20, 2015 8:25:24 AM 2 of 2 CB?WSYSTEMS Bln. # 1 i . Project Address: Bln. # .. City of La Qu: BAUng' Safety DttWon.. P.O. Box 1504,"78-495. Calfe.i'amptco• 4.Qulnta, CA 92253 -:(760),777,70 12 0,11 ck Building Permit Appilcation and. Tracking.Sheet Permit # l3 SOL- 2-0 Vsr Project Address: Owner's Name:. - A P. Number. Address: Legal Description: City..ST, zip: La Quints; CA Contractor. Solar City Telephone - Project Description: roof mounted solar panels Address: 3055 Clearview Way. city, sT, Zip: San Mateo, CA, 94402inverter s Telephone: 650-638-1.028 State Lic. # : 888104 City Lic'#; Arch., Engr., Designer Address: City, ST, Zip: Telephone: State Lie. #: Construction Type:. Occupancy: Project type{circle one): New Add'n Alter Repair Demo Sq. Ft,: Stories: #Units: Name of Contact Person: Elena Loya Telephone # of Contact Person: (442.)256-1134 : Estimated Valise of Project: ?/ . APPLICANT: DO, NOT WRITE BELOW THIS UNE N Submittal EtWd Rec'd TRACKING PERWr FEES Plan Sets Pian Check submitted Item Amount Structural Cake. Reviewed, ready for correcdoes Plan CbcclrDeposit. . Truss Calcs. Called Contact Person Plan Check Balance- alance_Title Title24 Calcs. Plana picked up Construction Flood plain plan Plans resubmitted.'. Mechanical Grading plan 2" Review, ready for correctiomOnsue Electrical Subeontactor List. Called Contact Person Plumbing Grant Deed Plans picked up SMI. H.O.A. Approval Plana resubmitted Grading . IN HOUSE:- ''" Review, ready.for torrecdonsAssue Developer Impact Fee Planning Approval Called Contact Person AXP.P. Pub. Wks. Appr Date of permit Issue School Fees I. Total Permit Fees ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERIIED VIA A ALL CONSTRUCTION SHAL COMPLY WITH THE 2013 AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. CALIFORNIA BUILDING, R�'_NERGY, SIDENTIAL, MECHANICAL, 'r BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. ELECTRICAL, PLUMBING, AND GREEN CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING BUILDING CODES AND THE LA QUINTA MUNICIPAL DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN CODE r EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. ` I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). �/ o n LA ft Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER CI' a OFF QU�NTA kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR BUILDING & SAFETY DEPT, kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC ^ ®p ®®� 0� LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). f- V MIN MINIMUM 8. ALL WIRES. SHALL BE PROVIDED WITH STRAIN FOR CONSTRUCTION (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. DATEBY NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE 1 PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Ymp VOLTAGE AT MAX. POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHTt PV1 COVER SHEET q PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS LINE LICENSE GENERAL NOTES 1 N PV6 ONEELINE DIA RAMAM WORK TO BE DONE TO THE 2013 PV7 ELECTRICAL CALCULATIONS 1. ALL CA # 888104 a Cutsheets Attached C-10 CALIFORNIA BUILDING CODE AND THE 2013 CALIFORNIA RESIDENTIAL CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2011 NATIONAL ELECTRIC CODE AS AMENDED BY Coo - THE 2013 CALIFORNIA ELECTRIC CODE. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: La Quints _. - __ _ l REV BY DATE COMMENTS O 'IR I O. REV A NAME DATE COMMENTS + � 2 ' 1) � i UTILITY: Imperial Irrigation District ® ! I1}l } � �i — i17777�� d" �' � � • Acs- �.A e — — A Q— s CONFIDENTIAL —THE INFORMATION HEREIN JOB NUMBER JB -9224265 0 0 PREMISE OWNER: DESCRIPTION: DESIGIr CONTAINED SHALL NOT BE USED FOR THE WALLACE, DAVID WALLACE RESIDENCE Matthew Ruck „SolarCity �t BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: '00 01 NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C 52790 AVENIDA OBREGON 9.54 KW PV ARRAY PART IZ OTHERS OUTSIDE THE RECIPIENTS MODULES LA QUINTA CA 92253 3055 CleaNew Way ORGANIZATION, EXCEPT IN CONNECTION WITH r THE SALE AND USE OF THE RESPECTIVE (36) KYOCERA # KU2656ZPA APN: 773315026 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEEP: REV DAIS San Mateo, F: 94402 PERMISSION OF SOLARCITY INC. I" BB 76O 625-4582 PV 1 8/11/2015 ct»8> SOLL-a� 6582489) wwmsolar°iy. ABB PVI-3.6—OUTD—S—US—Z—A () COVER SHEET Digitally Signed by Paymon Eskandanian 2015.08.11 15:00:39 -07'00' JOB NUMBER: JB -9224265 00 MOUNTING SYSTEM: Comp Mount Type C MODULES (36) KYOCERA # KU2656ZPA INVERTER: ABB # PVI-3.6—OUTD—S—US—Z—A WALLACE, DAVID 52790 AVENIDA OBREGON LA QUINTA, CA 92253 (760) 625-4582 WALLACE RESIDENCE 9.54 KW PV ARRAY PAGE NAME:- SITE AMESITE PLAN PITCH: 10 ARRAY PITCH: 10 MPI AZIMUTH: 90 ARRAY AZIMUTH: 90 MATERIAL: Comp Shingle STORY: 1 S1 PITCH: 10 ARRAY PITCH: 10 MP2 AZIMUTH: 180 ARRAY AZIMUTH: 180 MATERIAL: Comp Shingle STORY: 1 S1 I FGFNI) (E) UTILITY METER & WARNING LABEL Ing INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS © DC DISCONNECT & WARNING LABELS Ac I AC DISCONNECT & WARNING LABELS F DC JUNCTION/COMBINER BOX & LABELS F \/V ILLI\-1IP11YIIYILI\ ffUVLLLVI\I Lc — AC DISCONNECT: ti, PV SYSTEM METER 0 5FT FROM MAIN PANEL CONDUIT RUN ON EXTERIOR --- — INVERTER: ABB — #(2) PVI-3.6—OUTD—S—US—; 0 HEAT PRODUCING VENTS ARE RED r, _-1 It 'I 'J INTERIOR EQUIPMENT IS DASHED L _ SITE PLAN N Scale: 3/32" = 1' W E CONFIDENTIAL — THE INFORMATION HEREIN 1� CONTAINED SHALL NOT BE USED FOR THE 17 BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ?� ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE s� SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. Digitally Signed by Paymon Eskandanian 2015.08.11 15:00:39 -07'00' JOB NUMBER: JB -9224265 00 MOUNTING SYSTEM: Comp Mount Type C MODULES (36) KYOCERA # KU2656ZPA INVERTER: ABB # PVI-3.6—OUTD—S—US—Z—A WALLACE, DAVID 52790 AVENIDA OBREGON LA QUINTA, CA 92253 (760) 625-4582 WALLACE RESIDENCE 9.54 KW PV ARRAY PAGE NAME:- SITE AMESITE PLAN PITCH: 10 ARRAY PITCH: 10 MPI AZIMUTH: 90 ARRAY AZIMUTH: 90 MATERIAL: Comp Shingle STORY: 1 S1 PITCH: 10 ARRAY PITCH: 10 MP2 AZIMUTH: 180 ARRAY AZIMUTH: 180 MATERIAL: Comp Shingle STORY: 1 S1 I FGFNI) (E) UTILITY METER & WARNING LABEL Ing INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS © DC DISCONNECT & WARNING LABELS Ac I AC DISCONNECT & WARNING LABELS F DC JUNCTION/COMBINER BOX & LABELS F DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER 0 STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR — GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED r, _-1 It 'I 'J INTERIOR EQUIPMENT IS DASHED L _ SITE PLAN N Scale: 3/32" = 1' W E 01' 10' 21' S Matthew Ruck .0i, �\SolarCit y 3055 CleaMew Way SHEET: REV: DATE San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 PV 2 8/11/2015 (888)—SOL—CITY (765-2489) www.solarcity.com PV MODULE 5/16" BOLT WITH LOCK & FENDER WASHERS ZEP LEVELING FOOT ZEP ARRAY SKIRT ZEP COMP MOUNT C . ZEP FLASHING C (E) COMP. SHINGLE (E) ROOF DECKING 5/16" DIA STAINLESS STEEL LAG BOLT WITH SEALING WASHER (2-1/2" EMBED, MIN) (E) RAFTER #-gm�m/2" = 1' INSTALLATION ORDER X -SPACING (1) LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOT HOLE. Y -CANTILEVER NOTES (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. 24" SHEET: REV.. DATE PV 3 8 11 2015 / / (3) INSERT FLASHING. PORTRAIT 48" (4j -PLACE MOUNT. TOP CHORD 2X4 @ 24" OC BOT CHORD 2x4 @24" OC (5) INSTALL LAG BOLT WITH SEALING WASHER. (6) INSTALL LEVELING FOOT WITH BOLT & WASHERS. t 3' SIDE VIEW OF MP1 NTS MPJ X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 72" 24" SHEET: REV.. DATE PV 3 8 11 2015 / / ABS' ABB PVI-3.6-OUTD-S-US-Z-A PORTRAIT 48" 20" TOP CHORD 2X4 @ 24" OC BOT CHORD 2x4 @24" OC ROOF AZI 90 PITCH 10 STORIES: 1 ARRAY AZI 90 PITCH 10 Comp le SIDE VIEW OF MP2 D: (E) 2x4 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION By (E) 20 NTS MP2 X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 72" 24" SHEET: REV.. DATE PV 3 8 11 2015 / / ABS' ABB PVI-3.6-OUTD-S-US-Z-A PORTRAIT 48" 20" TOP CHORD 2X4 @ 24" OC BOT CHORD 2X4 @24" OC ROOF AZI 180 PITCH 10 ARRAY AZI 180 PITCH 10 STORIES: 1 Comp Shingle CON—THE INFORMATION HEREIN CONTTAINEDAINEDAL SHALL NOT BE USED FOR THE OF ANYONEEXCEPTEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER: J B- 9224265 0 0 PREMISE OMMER: DESCRIPTION: WALLACE, DAVID WALLACE RESIDENCE 52790 AVENIDA OBREGON 9.54 KW PV ARRAY LA QUINTA, CA 92253 PAGE NAME: 760 625-4582 ( ) STRUCTURAL VIEWS DESIGN: Matthew Ruck ;,BEBENEFIT MOUNTING SYSTEM�solarCity. Comp Mount Type C 1 - . MODULES: (36) KYOCERA # KU2656ZPA 3055 aeaMew way San Mateo, CA 94402 )-SOL) 638-1028 F89) w 636-1029 (aeB>-soL-aTY (7ss-2489) www.solaraty.�„ SHEET: REV.. DATE PV 3 8 11 2015 / / ABS' ABB PVI-3.6-OUTD-S-US-Z-A I UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. CONFIDENTIAL —THE INFORMATION HEREIN S CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION. EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARq,Y INC. Toe NUMBER JB -9224265 �� PREMISE OWNER: DESCRIPTION: WALLACE, DAVID WALLACE RESIDENCE 52790 AVENIDA OBREGON 9.54 KW PV ARRAY LA QUINTA CA 92253 r PAGE NAME (760) 625-4582 UPLIFT CALCULATIONS DESIGN: Matthew Ruck \��.! ���, 0,� SolarCi• �ty. MOUNTING SYSTEM Comp Mount Type C MDDULEs (36) KYOCERA # KU2656ZPA 3D55 aearview Way T:(65O) San Mae CA 94402 ) 636-1029 (88B)—SOL—CITY (765-2489) www.eolarclly.aam SHEET: REV. DATE PV 4 8/11/2015 INVERTER: ABB PVI-3.6-00D—S—US—Z—A GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE OND (N) #8 GEC TO (E) LIFER AT PANEL Panel Number: SC204OM200C Inv 1: DC Ungrounded INV 1 -0 )ABB i PVI-3.6-OUTD-S-US-Z-A EL: A - (36)KYOCERA # KU2656ZPA CA # 888104 WITH IRREVERSIBLE CRIMP Meter Number: 164SORD-112105 Inv 2: DC Ungrounded FCI Inverter, Zigbee 360OW, 24OV, s . PV Module; 265W, 238.1W PTC, 40MM, Blk Frm, H4, ZEP, 1000V, Blk Cell, io Backbar C-10 INV 2 Overhead Service Entrance -(1)ABB 8 PVI-3.6-OUTD-S-US-Z-AEL: B FCI Inverter, Zigbee 360OW, 24OV, 967 Voc: 38.3 Vpmax: 31 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E; 200A CENTER-FED MAIN SERVICE PANEL E20OA/2P MAIN CIRCUIT BREAKER ADJUST MIN. ACTIVATION VOLTAGES! SolarCity CUTLER-HAMMER BRYANT (N) 125A Load Center Inverter 1 IND 6 1 �A Vstart - 120V 20OA/2P Disconnect 11 9 ABB Dc- PVI-3.6-OUTD-S-US-Z-A DG MP 1: 1x9 (E) LOADS B C 20A/2P ------------ -------- - - E------------ - ----� L2 Da 40A/2P G"D N DG 1 EGa DC+ 5 2 Vstart = 120V Dc« ---- - A -� --- ---------------------- I � � r � GEC1DG ---P59ET­ � G MP 1: 1x9 B I I I Z I EGC ——— — — — ——— GSC — —F----- ---------------- —————— — —— — —— -- ---� } �J ADJUST MIN. ACTIVATION VOLTAGES! (1)Conduit Kit; 3/4'..EMT " Inverter 2 IND EGC/GEC —j ------ Z I I 10 ABB A PVI-3.6-OUTD-S-US-Z-A B 3 E OC+ Vstart = 120V DG MP 2: 1x9 " - — — GEC — — Y i 20A/2P 1 I zaov L, r---------- —---—— - - - - -- -- - - - - -- - -E------------ - ----� L2 DC+ TO 120/240V i SINGLE PHASE I UTILITY SERVICE I L- N DG 1 EGG C. - - - - - - - GEC - - - T� DG 7 4 DC+ Vstart = 120V G MP 1: 1x9 I I EC—'C------------ ------------ ——F-----——-- ——————————— ----�. . PHOTOVOLTAIC SYSTEM CONDUCTORS SHALL BE IDENTIFIED (1)Conduit.Kit; 3/4' EMT C� �f AND GROUPED. THE MEANS OF IDENTIFICATION SHALL BE l i LA �V�1��� — PERMITTED BY SEPARATE _COLOR CODING, MARKING TAPE, BUILDING & SAFETY DEPT. TAGGING, OR OTHER APPROVED MEANS. THE: MEANS OF GROUPING SHALL BE WIRE TIES OR-SIMILAR MEANS AT LEAST APPROVED ONCE, AND THEN AT INTERVALS NOT TO EXCEED SIX (6) FOR CONSTRUCTION FEET. PHOTOVOLTAIC EQUIPMENT AND'SYSTEMS AND ALL ASSOCIATED WIRING AND INTERCONNECTIONS SHALL BE DATE if INSTALLED ONLY BY QUALIFIED PERSONS BY INDICATE IF THE COMBINING PROCESS TAKES PLACE IN THE INVERTER. Voc* = MAX VO.0 AT MIN TEMP POI (I)SQUARE D 8 HOM240 PV BACKFEED BREAKER Breaker, A/2P, 2'Spaces B (1)CUTLER-HAMMER DG222URB /� Disconnect; -60A 24OVoc, Non-Fusible, NEMA 3R A A 0 )SdarCitY 4 STRING JUNCTION BOX D� 2x2 SAAGS, UNFUSED, GROUNDED -(1)Ground%Neuha�l ItD61001�A General Duty (DG) C (1)BRYAN T•_8 BR48L125RP Load Center, 125A, 120/24OV, NEMA 3R - (2)CUTLER-HAMM 8 BR220 Breaker, 20A 2P. 2 Spaces �j' 1 AWG 88, THWN-2, Blade ©� (1)AWG 88, THWN-2, Red L (1)AWG THWN-2, White NEUTRAL Vmp =240 VAC Imp=32 AAC 1 AWG 810, THWN-2, Black O (1)AWG 810, THWN-2, Red (1)AWG 810, THWN-2, White NEUTRAL Vmp =240 VAC Imp=16 AAC 1 AWG /10, THWN-2, Black Voc* = 388.13 VDC O (1) AWG /10, THWN-2, Red Vmp = 279 VDC (1 AWG 810, THWN-2,.Green EGC, Isc = 9.26 ADC Imp= 8.55 ADC (2)AWG 810, PV wire, 600V, Blade Voc* = 388.13 VDC Isc = 9.26 ADC O (1)AWG 810, Solid Bare Copper EGC Vmp = 279 VDC Imp= 8.55 ADC LJ #8, ....... - (1) AN BB,, I1"72,. Green .. EGC/GEC - (1) Conduit. Kit;. 3/4' .EMT, ,,, , , , , , , , , , , , , , - (1 AWG 88,. TH.WN-2,. Green .. (1 AWG 810, THWN-2, Black EGC/GEC - (1) Conduit, Kit;. 3/4" .EMT, , , , , , ... , , . , , , .. (1 AWG 810, THWN-Y, Black Voc* = 388.13 VDC © (1) AWG /10, THWN-2, Red Vmp = 279 VDC Isc = 9.26 ADC Imp= 8.55 ADC ((�'�� (2) AWG 810, PV wire, 6004, Blade Voc* =388.13 VDC Isc = 9.26 ADC O Iss� (1) AWG 810, Solid Bare Copper EGC Vmp = 279 VDC Imp= 8.55 ADC (1) AWG 810, THWN-2, Red k(1)AWG , . , , (1) AWG 810, THWN-2, ,Green. _ EGC . , ...... LLJJ (1 )AWG 810, THWN-2, White 88,. TFtWN-2,_ Green NEUTRAL Vmp =240 VAC Imp=16 AAC EGC/GEC.- (I )Conduit. Kit;. 3/4'.EMT......... (1) AWG 810, THWN-2, Black Voc* = 388.13 VDC O (1) AWG 110, THWN-2, Red Vmp = 279 VDC Isc = 9.26 ADC Imp= 8.55 ADC (2) AWG 810, PV Wire, 60OV, Blade Voc* = 388.13 VDC Isc = 9.26 ADC O (1) AWG 810, Slid Bare Copper EGC Vmp = 279 VDC Imp= 8.55 ADC , , (1 AWG 810, TIiWN-2,,Green, .. ,EGC....... ................................ (1 AWG /10, THWN-2, Black Voc* = 388.13 VDC ® (1) AWG 810, THWN-2, Red Vmp = 279 VDC ........................... Isc = 9.26 ADC Imp= 8.55 ADC .........(2) AWG .810.., PV . . Vire, .. Voc* = 388.13 ... 600V, Blade ....... VDC Is = 9:26 ADC (1) AWG 810, Solid Bare Copper ECC .. Vmp = 279 VDC Imp= 8.55 ADC ® CONFIDENTIAL THE INFORMATION HEREIN '=\\� CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., JOB NUMBER: JB-9224265 O O PREMISE OWNER: DESCRIPTION: WALLACE, DAVID WALLACE. RESIDENCE DESIGN: Matthew Ruck ��O'SolarCity. MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 52790 AVENIDA OBREGON 9.54 KW PV ARRAY ,,` PART TO OTHERS OUTSIDE THE RECIPIENT'S LA QUINTA, CA 92253 MooulEs 3055 georview Way San Mateo; CA 94402 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (36) KYOCERA # KU2656ZPA SHEET: REV DATE: SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PAGE NAME: (760) 625-4582 THREE LINE DIAGRAM PV 5 8/11/2015 T.(650) 638-1028 F:(650) 638-1029 ' (886)-SOL-CITY (765-24a9) www.salarcity.aan, INVERTER: ABB # PVI-3.6-OUTD-S-US-Z-A ELECTRICAL ONE LINE DIAGRAM EXISTING OVERHEAD ELECTRICAL SERVICE ENTRANCE AND LOAD CENTER 200A 122KAIC 1240V 1 PHASE 13 WIRE AC PHOTOVOLTAIC SYSTEM UTILITY AC COMBINER PANEL[Z DC 20OA/2P DISCONNECT SWITCH BRYANT # BRB16L125RP ' CUTLER HAMMER # DG222URB LOAD CENTER; 125A i 3600 WATT UTILITY INTERACTIVE INVERTER 60A, 240VAC7 120/24OV, NEMA 3R i 90 TO 600 VDC TO 120 /240 VAC 10 ABB PVI -3.6 (E) METER# 1B4SORD-112105 I I 20A/2P i PROPOSED BI—DIRECTIONAL ___ ________ _______________________ i METER# 40A/2P r i 20A/2P i TO 120/240V SINGLE PHASE i i AC UTILITY SERVICE (2) AWG #8, THWN-2 (1) AWG #8, THWN-2 (1) AWG #8, THWN-2, Green, EGC/GEC (1) 3/4" CONDUIT • Vmp = 240 VAC • Imp = 32 AAC T 3600 WATT UTILITY INTERACTIVE INVERTER 90 TO 600 VDC TO 120 /240 VAC 10 ABB PVI -3.6 5 (2) AWG #10, THWN-2 (1)AWG #10, THWN-2 (1 ) AWG #10, THWN-2, Green, EGC/GEC (1 ) 3/4" CONDUIT • Vmp = 240 VAC • Imp = 16 AAC 6 (2) AWG #10, THWN-2 (1) AWG #10, THWN-2 (1) AWG #10, THWN-2, Green, EGC/GEC (1) 3/4" CONDUIT • Vmp = 240 VAC • Imp = 16 AAC PV ARRAY #1 18 MODULES -- — — — — — — — — ——— — — ---- (2 STRINGS OF f KYOCERA SOLAR #KU2656ZPA 4770 WATT (DC) 4579 WATT (AC) 3 (2) AWG #10, THWN-2 1 (4) AWG #10, PV WIRE, Black (2) AWG #10, THWN-2 (2) AWG #10, Solid Bare Copper EGC (2) AWG #10, THWN-2, Green EGC (1 ) 3/4" CONDUIT ( 1 ) 3/4" CONDUIT 4 (2) AWG #10, THWN-2 2 (4) AWG #10, PV WIRE, Black (2) AWG #10, THWN-2 (2) AWG #10, Solid Bare Copper EGC (2) AWG #10, THWN-2, Green EGC (1) 3/4" CONDUIT ( 1 ) 3/4" CONDUIT CONTAINEDAHA THE INFORMATION HEREIN CONTAINED SHALL NOT E USED FOR THE NOR SH OF ANYONE EXCEPT IN WFIOLE INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART IZ OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PV ARRAY #2 PRLN5E OWNER: DESCRIPTION: WALLACE, DAVID WALLACE RESIDENCE 52790 AVENIDA OBREGON 9.54 KW PV ARRAY LA QUINTA CA 92253 , PAGE NAME 760 625-4582 ) ONE LINE DIAGRAM 18 MODULES -- — — — — — — — — —— ------- (2 STRINGS OF <, KYOCERA SOLAR PHOTOVOLTAIC SYSTEM DC COMBINER SOLARCITY# 4 STRING JUNCTION BOX #KU2656ZPA 4770 WATT (DC) 4579 WATT (AC) 2X2 STRINGS, 90A, 60OV, NEMA 4 3 (2) AWG #10, THWN-2 1 (4) AWG #10, PV WIRE, Black (2) AWG #10, THWN-2 (2) AWG #10, Solid Bare Copper EGC (2) AWG #10, THWN-2, Green EGC (1 ) 3/4" CONDUIT ( 1 ) 3/4" CONDUIT 4 (2) AWG #10, THWN-2 2 (4) AWG #10, PV WIRE, Black (2) AWG #10, THWN-2 (2) AWG #10, Solid Bare Copper EGC (2) AWG #10, THWN-2, Green EGC (1) 3/4" CONDUIT ( 1 ) 3/4" CONDUIT CONTAINEDAHA THE INFORMATION HEREIN CONTAINED SHALL NOT E USED FOR THE NOR SH OF ANYONE EXCEPT IN WFIOLE INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART IZ OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOBNUMBFR JB -922426 PRLN5E OWNER: DESCRIPTION: WALLACE, DAVID WALLACE RESIDENCE 52790 AVENIDA OBREGON 9.54 KW PV ARRAY LA QUINTA CA 92253 , PAGE NAME 760 625-4582 ) ONE LINE DIAGRAM DESIGN: Matthew Ruck ��t, • ����SolarCity. MouNnllc sYSIELI: Comp Mount Type C MODULES: (36) KYOCERA # KU2656ZPA 3055 Clearview Way San Mateo, CA 94402 T.(650) 638-1028 F:(650) 638-1029 SHEET: REV: DATE P\/ 6 8/11/2015 V(888)—SOL—CITY INVERTER. ABB PVI-3.6—OUTD—S—US—Z—A ELECTRICAL CALCULATIONS �����/� C / CITY OF $, SAFETY DEPT. BUILDING )VE D _..__ . �_ s r°v ' -+� : i f- FOR CONS TRUCTION ; F s :t��-�� .j `:.i w ` ^ �-- .' a 4 / I �/ BY�n L;�a��� DATE �� ` .-, _ - Module: Inverter 1: 18 Kyocera 265W 1000V 238.1 Inv Power WPTC Voltage Drop Calculations Version 5.8.0 Vdrop =(Imp) * 2 ` Length) Resistance / Vmp) Im A I Max. Length ftWire String: 8.55 25 AWG #10 at Max Ave Hi: 109 deg F Vdrop = 8.55 50 0.00124 Ohms / 235.06 0.23 Branch: 8.55 60 AWG #10 at Max Ave Hi: 109 deg F Vdrop = (8.55 120 0.00124 Ohms) / 279 0.54 Total voltage dropin DC conductors = 0.77 Inverter: 1 16 10 1 AWG #10 at 240V Vdrop = 16 20 0.00124 Ohms / 240 V 0.09 Combinedi 25.6 20 1 AWG #8 at 240V Vdrop = 25.6 40 0.00078 Ohms) / 240 V 0.22 Total voltage drop in AC conductors = 0.31 Total voltage drop in AC and DC conductors = '-• 1 ABB PVI -3.6-S AFCI 0.96 3840 4114.37 Module: 18 Kyocera 265W 1000V 238.1 Inverter 2: Module: 1 ABB PVI -3.6-S AFCI 0.96 3840 4114.37 Kyocera 265W 1000V 238.1 Inverter 3: Module: Inverter 4: Kyocera 265W 1000V 238.1 4-- Total: 36 Modules Total Inv Pwr: 7680 18228.74 PTC Photovoltaic Module Electrical Specifications: Total STC:I 9540 Voc: 38.3 V deg F deg C Vmp: 31 V Record Low Temp: 14 -10 Isc: 9.26 A Max Average Hi Temp: 109 43 Imp: 8.55 A Record Hi Temp: Tvoc: -0.14 V/deg C Tisc:l 5.56 1 mA/deg C String Type A and 2 Combined Strings Type A Voc Correction Method: Voc Correction Factor, ABB PVI -3.6-S AFCI Inverter Min Vdc Input: 9 Kyocera 265W 1000V Voc= 344.7 Min Vmp at Max Temp: Max Voc at Min Temp: Vmp= 279 Inverter Max Vdc Input: Isc= 9.26 Max String Size: Imp= 8.55 Icont= 11.58 Art 690.8(A)(1) 1 -way wire length: Manuf TVoc Data Branch Circuit Type A 1 way wire length: 60 1 strings per branch 1 1 strings peg branch 2 9 modules per.series string 1 91M dules per series string Voc= 344.7 V - Voc= 344.7 V Vmp= 279r V Vmp= 279 V IsC= •9:26 A Ise-- 9.26 A Imp 8.55 'A Imp=,, .. 8 55 "A`` Icont= •'11:58A (cont= 1158 A `'Art.690.8(A)(1) 130 .235.06 388.13' 600 13 60 1.a Coriductor: AWG #10 Pv wire _­­ .1 A ' ' 1Cont) 1 �25�- (Amps) 14.47 r+_.• '�30deaC"am adi g p ° 'ty = 40 2.a Conductor 1:. AWG #10 Conductor 2: ' AWG #10 Icont' 1.25 = (Amps) 30'deg C ampacity = Conductor 1 Conductor 2 14.47 14.47 401 40 ;1'.b: r' :7% cor t :(gmps) Start=am aci t �� P tY °_ , Temperature derate (/o -F) -' ) WGuilt Conduit fill derate (%_#) Derated ampacity 11.58 40 0.41 1 . . 16.4 2.b (cont=(Amps)'.., Start ampacity Temperature derate (%=F) Conduit fill derate (%=#) Derated ampacity 11.58 11.58 _ • _ 40 40 0.41 0.41. 0.8 0.8 �1 c t Icont'* 1 25 �d (Amps) 14.47 Ampacity 40Temp"table 13.12 13:12 2.c Term 1 Term 2 90 IC:Tab ®O RIC "%PA5(B)(16). (cont*1.25= (Amps) 14.47,1" ` 14.47 ' Ampacity 401 40' 1.d Icont' 1.25 = (Amps) OCP Size = 14.47 15 Inverter Type A Output ABB PVI -3.6-S AFCI 1 way wire length: 10 ft (cont = 16 1 A Art 690.8(A)(1) 2.d OCP Size 1 151 15 Combined -Inverter Output Service Voltage,= . Total Inverter Power- 1 way wire length= 20 . Icont = #.of inverters*max inverter current Art 690.8(A)(1) Icont = (Amps) - 3.a lcont * 1.25 = (Amps) .. OCP Size = 20 Art 690.8(6)(1) Art 240.6(A) 20 3.b Conductor: AWG #10 Icont * 1.25 = (Amps) 30 deg C ampacity = THWN-2 at 90 deg C: Table 310.16 20 40 F .4.a lcont*1:25 = (Amps) OCP size 40 Art 690.8(B)(1) Art 240.6(A) 1 401 3.c Icont = (Amps) Start ampacity Temperature derate (%=F) Conduit fill derate Derated ampacity 16 4.b Condu`ctor. I AWG #8 Icont * 1.25 = (Amps) 30 deg C ampacity = THWN-2 at 90 deg C: Table 310.16 40 55 40 0.91 4.c Icont = (Amps) Start ampacity Temperature derate (%=F) Conduit fill derate (%=#) Derated ampacity 32 36.4 55 3:d Icont " 1.25 = (Amps) 20 Ampacity 35 0.91 1 50.05 4.d Icont * 1.25 = (Amps) Ampacity 40 50 CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS WTSEXCEPT IN RECIPIENTS ORGANIZATION, EXCEPTEPT IN CONNECTION NECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBERJB-9224265 00 PREMISE ONNM: WALLACE, DAVID 52790 AVENIDA OBREGON LA QUINTA CA 92253 r (760) 625-4582 DESCRIPTION: WALLACE RESIDENCE 9.54 KW PV ARRAY PAGE NAME ELECTRICAL CALCULATIONS DESIGN: Matthew Ruck � ���• res da-rCity MOUNTING SYSTEM: Comp Mount Type C -- MODULES: (36) KYOCERA # KU2656ZPA 3055 Cleorview Way CA 94402 T; (650) San M1 ateo. 638-1029 (M) -SOL -CITY (765-2489) www.solarcity.� SHEEP REV' DATE' PV 7 8/11/2015 INVERTER) ABB PVI-3.6-OUTD-S-US-Z-A Label Location: (C)(IC)(CB) Per Code: CRC R331.2 Label Location: (DC) (INV) Per Code: CEC 690.14.C.2 Label Location: (DC) (INV) Per Code: CEC 690.53 Label Location: (DC) (CB) Per Code: CEC 690.17 Label Location: (INV) Per Code: CEC 690.5(C) Label Location: (AC) (POI) Per Code: CEC 690.14.C.2 Label Location: (AC) (POI) Per Code: CEC 690.54 Label Location: (AC) Label Location: (DC) Per Code: CEC 690.17 Label Location: (POI) Per Code: CEC 705.12.D.7 Label Location: (POI) Per Code: CEC 690.54; CEC 690.17 Label Location: (D) (POI) Per Code: CEC 690.64.B.4 Label Location: (POI) Per Code: CEC 705.12.D.7 Label Location: (DC)(INV)(CB) Per Code: CEC 690.35(F) TO BE USED WHEN INVERTER IS UNGROUNDED CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY (AC): AC Disconnect (C): Conduit (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (LC): Load Center (M): Utility Meter (POI): Point of Interconnection CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR ���ay_i 3055 Clearview Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �� Z."�,� .SolarCity-1(886}SOL-CITY San Mateo, CA 94402 638-1029 IN WHOLE OR IN PART TO OTHERS THE RECIPIENTS ORGANIZATION, Label Set -0/i T:(650) 638-1028 F:(650) ALE AN EXCEPT IN CONNECTION N1TH THE SALE AND USE OF THE RESPECTIVE (765-2489) www.solarcity.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. So.larCity ®pSolar Zep System for composition shingle roofs Op14PATi8� ti F - ... p°vmva�e uL LISTED_.. zepsolar.com Next -Level PV Mounting Technology Description • PV mounting solution for composition shingle_ roofs • Works -with all Zep Compatible Modules Zep System LIC 1703 Class A FIre.Ratir g for Type 1 and Type 2 modules • Auto bonding UL -listed hardware creates strucfual and;electrical.bond.. Specifications • Designed for pitched roofs • Installs•in portrait and landscape orientations • Zep System supports module wind uplift'and snow -load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards Zep System grounding products are UL- listed to UL 2703 and ETL listed to UL 467 • ' Zep System bonding products are LlUisted to UL 2703 Engineered for spans up to 72" and cantilevers up to 24" Zep wire management products listed to UL 1565 for wire positioning devices • Attachment method•UC listed to -UL 2582 for Wind Driven Rain This document does not create any express warranty by Zep Solar or about its products or services. Zep Solar's sole warranty is contained in the written product warranty for each product. The end-user documentation shipped with Zap Solar's products constitutes the sole specifications referred to in the product warranty. The customer is solely responsible for verifying the suitability of Zep Solar's products for each use. Specifications are subject to change without notice. Patents and Apps: zspats.com. 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 1 of 2 J Comp Mount Interlock Ceve in Foot Part No. M04345 Part No 850-1388- P'a o:'850 1397 Listed toUL"2582 Listed to UL 2703 Listed to UL 2703 Mounting Block to UL 2703 " Ground Zep Array Skirt, Grip, End Caps DC Wire Clip PartNo. 850-1172 Part Nos. 500-0113, PartNo..85071448 Listed to UL 2703 and 850-1421, 850-1460, Listed UL .1565 ETL listed to UL 467. 85071467 zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services. Zep Solar's sole.warianty is contained in the written. product warranty for each producl..The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty. The customer is solely responsible for verifying the suitability of Zep Solar's products for each use. Specifications are subject to change without notice. Patents and Apps: zspats.com. 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 2 of 2 This family of single-phase string inverters complements the typical number of rooftop solar panels enabling home -owners to get the most efficient energy harvesting for the size of the property. This inverter offers a dual input section that processes two strings with independent Multiple Power Point Tracking (MPPT). This is especially useful for rooftop installations with two different orientations from two sub -arrays oriented in different directions. (For example: East and West) The dual input sections with independent MPPT enable a more optimal energy harvesting condition. The high-speed MPPT offers real- time power tracking and improved energy harvesting. The flat efficiency curve ensures high efficiency at all output levels allowing a consistent and stable performance across the entire input voltage and output power range. The transformerless operation gives the highest efficiency of up to 97.0%. The wide input voltage range makes the inverter suitable to low power installations with reduced string size. This rugged outdoor inverter has been designed to be a completely sealed unit able to withstand the harshest environmental conditions. Highlights: — Single phase and split phase output grid connection. — Wide input range for increased stringing flexibility. — The high speed and precise MPPT algorithm offers real time power tracking and improved energy harvesting. — Outdoor NEMA 4X rated enclosure for unrestricted use under any environmental conditions. — Integrated DC disconnect switch in compliance with international Standards (-S Version). Power and productivity „ 11 III for a better world'" 0%1919 Additional highlights: — RS -485 communication interface (for connection to laptop or data logger). — Integrated Arc Fault Detection and Interruption (-A Version). Technical data and types AU (I 2 ABB Solar Inverters I Product flyer for PVI-3.0/3.6/3.8/4.2-TL-OUTD 1,q K'lOCERa CUTTING EDGE TECHNOLOGY As a pioneer with four decades of experience in the development of photovoltaic systems, Kyocera drives the market as a leading provider of PV products. We demonstrate our Kaizen philosophy, or commitment to continuous improvement, by setting the industry standard in the innovation of best -in -class solar energy equipment. QUALITY BUILT IN • UV -stabilized, anodized aluminum frame in black • Supported by major mounting structure manufacturers • Easily accessible grounding points on all four corners for fast installation • Proven junction box technology with 12 AWG PV wire works with transformerless inverters • Amphenol H4-UTX locking plug-in connectors provide safe, quick connections PROVEN RELIABILITY • Kyocera modules confirmed by the Desert Knowledge Australia Solar Centre to have the highest average output of any crystalline module • First module manufacturer in the world to pass long- term sequential testing performed by TUV Rheinland • Only module manufacturer to achieve the rank of "Performance Leader" in all six categories of GTM Research's 2014 PV Module Reliability Scorecard CERTIFICATIONS • UL1703 Certified and Registered, UL Module Fire Performance: Type 2, CEC • NEC 2008 Compliant, IEC 6121561730, and ISO 14001 Q`OMPAT/A - r `� C UL us �pCOMPP��O KU -60 1000V Z Series KU265-6ZPA KU -60 1000V Series ELECTRICAL SPECIFICATIONS MODULE CHARACTERISTICS Standard Test Conditions (STC) Cells per module: 60 (6 x 10) 000 WIMI irrodionce, 251C module temperaDimensions. 65.43ini38.98ini1.57in length/width height (1662mm/990mm/40mm) Weight: 45.2lbs (20.5kg) �Pm_ 265 W Vr^P- 31.0 ' V PACKAGING SPECIFICATIONS ImP 8.55 A Modules per pallet 20 V_ 38.3 V Pallets per 53' container. 36 Pallet box dimensions: 66ini40ini43in 1 9.26 A length/width height (1 675mm/ 1005mm/ 1055mm) Plot—t. _ +5/-0 % Pallet box weight: 1015lbs (460kg) NominalOperating Cell TemperatureConditions• 00 WIM2 irrodionce, 201C. ' I.sT- (dmo/ 45 oC– POTTED ON JUNCTI P_r 191 { W BO%DP66) vmP 27.9 V – ❑ CABLE W/ I cow(EctoR I_) (*) LABEL 6.85 A .P V� 35.1 V IK 7.49 A PTC 238.1 W Temperature Coefficients �P_ -0.45 %/oC t.lo s 3 VmP -0.48 %/oC Imp 0.02 %SPC 38.98- (990mn) f V. -0.36 %JoC I 0.06 %(oC a Operating Temp -40 to +90 . T Grwrdin% Hole slotted Nountfn% Hole o. 16- (4.0 0.35-.0.47- (9vv12e� System Design FRAME CROSS SECTION DIAGRAM Series Fuse Rating 15A Pa'm Maximum DC System Voltage (UL) 1000V Hailstone Impact in (25mm) @ 51 mp (23m(s) 'Subject to simulator measurement uncertainty of +l- 3%. KYOCERA reserves the right to modify these specifications without notice. LONG/SNORT SIRE QWARNING'Read the insuuction manual in its entirety prior to handling. installing B. owat- ing Kyocera Solar modules. 040215 OUR VALUED PARTNER 01 CI L 7 6 5 4 1 O 0 .281 581 OW ONANRfY l FOR 1 1/CONCUR�MR NoiL 1. MEMC OIMENSIONi WWMEIERS) ARE SHOWN W NEfS. L we RANGE OE LLCS s 1/0-j14 GOWER OR AL mm. 10 8.40 [21 JJ A ILS. m,B�" '+Iwcm� oc CUTLER—HAMMER W.T•N • Sm� ;r_u DNENSION SHEET Ing 80 AMP ME 3R GENERAL MY ® -- 95-1451 m.�vnw B 7 6 5 4 3 2 11 J ;.. ZepSolar ZS Comp` I Grounding and Bonding This document describes the mechanics of how the electrical bonding is accomplished between the UL Listed hardware components used in Zep Solar's ZS Comp mounting solution for composition shingle roofs. Zep Compatible- systems do not require running copper conductors to each module. The act of physically installing each component simultaneously establishes an electrical bond, as described in the following pages. Document 800-1478-001 Rev A www.zepsotat.com PAGE: 1 of 5 02013/EN Zep Solar, Inc. Zep Solar reserves the right to make specifications chnages without any prior notice. All rights reserved. Date Last Exported: June 25.20134:45 PM Zep;So;lar Interlock Interlock Zep a• r ate [o Tongue side Key Side Bonding Key side in closed position Cutting 'tooth" Cutting 'tooth" Tongue Side Bonding Tongue side in closed position ZS COMP I GROUNDING AND BONDING Side view Interlock �l Module t Bonding locations " on Key side Forced interference during rotation of Interlock Zep causes teeth to cut through anodization on module frame, resulting in robust and UL certified bonding path Cutting 'teeth" Bonding location on Tongue side Forced interference between mating parts from module rock -in motion cuts into module frame; removing anodization and resulting in robust and UL certified bonding path Document 800-1478-001 Rev A www.zepsolar.com PAGE: 2 of 5 ® 2013/EN Zep Solar, Inc. Zep Solar reserves the right to make specifications chnages without any prior notice. All rights reserved. Date Last Exported: June 25, 2013 4:45 PM f. ZepSotar Interlock, continued Part No. 850-1388 UL Listed to UL 2703 Bonding Path - Key and Tongue Module Interlock ®. ZS COMP I GROUNDING AND BONDING Up -Solar Leveling Foot The Interlock bonds modules on all 4 sides to create a hyper - bonded array where every module Is structurally and electrically bonded to the surrounding modules. Bonding Path - Array o Interlock Bonding path 1 Down -roof Document 800-1478-001 Rev A www.xepsotar.com 0 2013/EN Zep Solar, Inc. Zep Solar reserves the right to make specifications chnages without any prior notice. All rights reserved. Date Last Exported: June 25, 20134:45 PM Tongue side 1 Key side PAGE: 3 of 5 ZS COMP I GROUNDING AND BONDING Tongue side *— --------- W. Key side Part No. 850-1397 The Leveling Foot top portion (the Rockit) has a stainless steel UL Listed to UL 2703 spring clip that bonds to the adjacent module frame on both Key and Tongue sides. Leveling Foot - Bonding With Module Frame O�'ZI- Down -roof Spring clip Key side inserts into Zep Groove (rock -in) Module in next row drops in on the Tongue side Bonding Path - North and South Modules Leveling Foot a a Bonding path a' LN Bonding location on Key side Bonding location on Module rotation during drop-in creates forced Down -roof Tongue side interference between Zep Groove and spring clip, cutting into module frame, removing anoditation and resulting in robust and UL certified bonding path Document 800-1478-001 Rev A www.zepsciar.com PAGE: 401`5 0 2013/EN Zep Solar, Inc. Zep Solar reserves the right to make specifications chnages without any prior notice. All rights reserved. Date Last Exported: June 25, 20134:45 PM Zep`SOlar ZS COMP I GROUNDING AND BONDING Ground Zep Setscrew Part No. 850-1172 UL Listed to UL 467 and UL 2703 Ground Zep Installation Key side Ground wire channel The Ground Zep provides a singte point of connection for theEquipment Grounding Conductor (EGC) from the array I. a building ground. Insert Ground Zep into Zep Groove of module frame, Use the Flat Too to rotate the Ground Zep 90 degrees, so that set screw Insert copper EGC into ground wire on array perimeter is pointing straight up. channel. Tighten set screw using torque - values shown in the ZS Comp Installa- tion Manual. Bonding Path - Array to Ground b� 1 Y- OGround Zep Equipment Ground �— Conductor Bonding path OGround Zep Equipment Ground �— Conductor Bonding path 1 Down -roof Document 800-1478-001 Rev A www.zepsolar.com PAGE: 5 of 5 02013fEN Zep Solar, Inc. Zep Solar reserves the right to make specifications chnages without any prior notice. All rights reserved. Date Last Exported: June 25.20134:45 PM SolarCity Standard Box 4J The SolarCity Standard Box 4J is a 4 -String unfused Junction Box. The box is highly configurable and adaptable using the (4) jumper blocks included in each box. A factory installed cordgrip enhances installer productivity. BUty, October 2013 • Manufactured to meet UL 1741 Standards. • Non -Metallic, Corrosion Resistant NEMA 4X Enclosure. • Factory -Installed Cordgrip Enhances Installation Speed. • Break-Thru Skinned -Over Glands on Cordgrip Provide Weathertight Seal for All Configurations. • Easily Configurable Terminal Blocks Permit Adaptation to Site -Specific Stringing Needs. Technical Data / Specifications ©A Voltage Rating [VDC] : 600V © Maximum DC Current [A]: 57A Maximum Continuous Current [A]: 42A 0 Maximum Voltage [VDC]: 600V ©E Wire Size Range [AWG]: #6 to #14 Enclosure Rating: NEMA 4X ©G Operating Temperature Range [°C]: -40 to 50 ©H Typical Overall Dimensions [in]: 8"x6"x4" NOTICE OF COMPLETION @AND AUTHORIZATION TO APPLY THE UL MARK 12/21/2013 Solarcity Corp Alex Yang 3055 Clearview Way San Mateo Ca 94402-3709, Us Our Reference: E318537, Volume 1 Project Number 4786083586 Your Reference: A.Yang 10/7 Project Scope: Investigation of Photovoltaic (PV) System Combiner Box, model "SolarCity Standard Box 4C" and Photovoltaic (PV) System Transition Box, model "SolarCity Standard Box 4J" to UL 1741 Standard. - Dear Alex Yang Congratulations! UL's investigation of your product(s) has been completed under the above Reference Number and the product was determined to comply with the applicable requirements. This letter temporarily supplements the.UL Follow -Up Services Procedure and serves as authorization to apply the UL Mark at authorized factories under UL's Follow -Up Service Program. To provide your manufacturers) with the intended authorization to use the UL Mark, you must send a copy of this notice to each manufacturing location currently authorized under E318537, Volume 1 and including any special instructions as indicated in the addendum to this letter. Records in the Follow -Up Services Procedure covering the product are now being prepared and will be sent in the near future. Until then, this letter authorizes application of the UL Mark for 90 days from the date indicated above. Additional requirements related to your responsibilities as the Applicant can be found in the document "Applicant responsibilities related to Early Authorizations" that can be found at the following web -site: hhp,-/ www.uj.mm/EAResoonsibiliii"es Any information and documentation provided to you involving UL Mark services are provided on behalf of UL LLC (UL) or any authorized licensee of UL. We are excited you are now able to apply the UL Mark to your products and appreciate your business. Feel free to contact me or any of our Customer Service representatives if you have any questions. Very truly yours, Reviewed by Jon Adonay William R. Carney 408-7546630 847/664-1088 Engineering Associate Lead Chief Engineer Director I Jon.Adonay@ul.com William.R.Camey@ul.com NBK09C5-90BA67 This is an electronically generated letter, Signatures are not required for this document to be valid. Page 1 of 1 �pFESSIp Version #48.9 tea'�y? C, lar, S,5847 �. // A T x ti EXP i'S�:'�••, r*r August 11, 2015 Project/Job #.9224265. O� RE: COVER? LETTER I° s, Project: Wallace, Residence } . 52790 -Avenida Obreglon _ La Quinta, CA 92253 To Whom It May Concern, A jobsite survey of the existing framing system was performed•by a site survey team, from SolarCity.• Structural review was based on site observations and the design criteria listed below: Design Criteria: - Applicable Codes = 2013 CBC, ASCE 7-10, and 2012 NDS - Risk Category = II - Wind Speed = 110 mph, Exposure Category C n' 1 T^ - Ground/Roof Snow Load = 0 psf " Cj T O r r Q U � N 1 A - MPI: Roof DL = 9 psf, Roof LL = 20 psf - MP2: Roof DL = 9 psf, Roof LL = 20, psf B(f_ILDI®NG`Bc=SAFEN DEPT. II� R07 FD fiFOR CONSTRUCTION D& BY2::d On the above referenced project; the.:compone nts of the structural roof fuming impacted by the installation of the PV assembly have ev been reviewed: After,this.riew Jtthas been determined that the existing structure is -adequate to withstand the applicable roof dead load, PV assembly load, 'and live%sno"w•,loads indicated in the desigh`criteria'above. ' The structural roof framing and the new'attachments that directly support the,gravitydoading.and wind uplift loading from PV modules have been reviewed and determined to'�rileet or -exceed structural strength requirements of the 2013'CBC. Please contact me with any.questions or concerns regarding'this project. Paymon Eskandanian, P.E1 - Professional Engineer Dlgitally�Signed ;by-Payfrion. T: 714.274.7823 ESkar daniai'1 email: peskandanian@solarcity.com 2015.0.8'.11 14:59:57 -07'00' 3055 Clearview Way San Mateo, CA 94402 T(650)638- 1028'.(888).SOL7CITY F (650) 638=1029 solarcity.com AZ RCC 243771• CA CSLB 888104. CO EC 8041. CT HIC 083277a DC HIC 71101480, OC HLS 71101488• HI CT-29770.MA HIC .188872. MD MHIC 128948• NJ 13VH08180000• OR CCB 180498. PA 077343. T% TOIA 27008, WA GCL• S0LARC'91907. C,2013 So1nrpty. AB Aghts ressrvoA, 0 �i - '� r. lii Iw• 4 .rr i_ e • r a. r v L 1 • fY0 ff 3 fL. !• r• .iif 'ad ai' ar• V r� •y 11 f• . �. •\• 1J i J .+•' � • aw s e, rr aI a .2•n•. �-- .t i • f til. � •m v - a s a r •: a• ,r ;. •� � i+ a - 1 D ;L. (t� !a A 'w �r..6 'Gf ♦lti q .t:rr• Y r' t • w �� T.. >.•• 10- .r �• - � � y w. r - .� a•. • .. `y ra•• ] P' 1 C v .�. •w r !, cer '1.. c •s .I .i • �. Y ti �' a /{/ - � : I Yr" i r • • � W ! • Ji J•i ll n �.r ti � .` f • 1 A J a + J• i f _ b •V Ii . 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Seismic Design Code Area :r:Dead Load'' Y:Wei"'ht? 4 % ASCE,7=10 PU System lNeight . L_atitu' r -- - 33.6648` Total Weight of PV System Longitude 1,913,lbs 116 3129 SRA atShoet Period" 50� sf �7�052`Ibs3��� ,77 - SRA at is Period S, 0.600 USGS SoilSite�`Class _� * _ 713 IBC,1613 5.2� Seismic Desicin Category ,� SDC D . USGS Se15mICCheck Requireds(Ss > 0.` Yes F ) IBG1613 1 ALTERATION; T—O"OESIGN 10% XCEPTION'CHECK.":ILL e Wei ht;of.,Pro osed,PV�S` stm _. r a. Sum Area of MPs with PV Area :r:Dead Load'' Y:Wei"'ht? 1410`sf PU System lNeight . „• Port�on:ofRooWet • 638 sf � 3, sf 1%`913�lb' :`Area Total Weight of PV System W(PV) 1,913,lbs 1410 sf, :a`9.0' §f . 12,693 lbs %> f =Wei t o :=Roo oin Ezistin , Bui in Sum Area of MPs with PV 1410`sf „• Port�on:ofRooWet Fo'ie,Resistm` . :`Area y ; Roof 1410 sf, :a`9.0' §f . 12,693 lbs 7,777 50� sf �7�052`Ibs3��� ,77 7"`77. Interior Walls (Top Half) 601sf ` 5:0 09' 3;0041bs or [EN Net Weight of Roof Under PV W(exist) 27,856 lbs CFieck% Increase`ofnRoof:';Wei" ht'/ SeismicPShear;Load Sect 3404.4 Fo'ie,Resistm` . Increase Seismic,SFiear Load < 10% ; >5. ON _IBC Note: Seismic base shear is directly proportional to roof weight. STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1 Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (Cr) (IS) pg; Ce=0.9, Ct=1.1, I5=1.0 Member Design Summa(per NDS Governing Load Comb CD CL M I CL - CF Cr D 0.9 1.00 1 0.96 1 1.5 1 1.15 Member Properties Summary mary MPl Horizontal Member Spans Overhang 2.41 ft Rafter Pro erties Actual W 1.50" Roof System Properties San 1 6.57 ft Actual D 3.50" Number of Spans (w/o Overhang) 3 San 2 4.54 ft Nominal Yes Roofing Material Comp Roof San 3 4.60 ft A 5.25 in.^2 Re -Roof No Span 4 D Sx 3.06 in.^3 Plywood Sheathing Yes San 5 18.3 psf I 5.36 in.^4 Board Sheathing None Total Span 18.12 ft TL Deft Limit 120 Vaulted Ceiling No PV 1 Start 1.33 ft Wood Species DF Ceiling Finish 1/2" Gypsum Board PV 1 End 14.33 ft Wood Grade #2 Rafter Sloe 100 PV 2 Start Fb 900 psi Rafter Spacing 24" O.C. PV 2 End F„ 180 psi Top Lat Bracing Full PV 3 Start E 1600000 psi Bot Lat Bracing At Supports PV 3 End Emin 580000 psi Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (Cr) (IS) pg; Ce=0.9, Ct=1.1, I5=1.0 Member Design Summa(per NDS Governing Load Comb CD CL M I CL - CF Cr D 0.9 1.00 1 0.96 1 1.5 1 1.15 Member Loading mary Roof Pitch 2/12 Initial Pitch Adjust Non -PV Areas PV Areas Roof Dead Load DL 9.0 psf x 1.02 9.1 psf 9.1 psf PV Dead Load PV -DL 9.0 psf x 1.02 D 1 9.1 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Total Load Deflection Live/Snow Load LL/SL 1,2 0.11 D Total Load(Governing LC TL 1 1 9.1 Psf 1 18.3 psf Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (Cr) (IS) pg; Ce=0.9, Ct=1.1, I5=1.0 Member Design Summa(per NDS Governing Load Comb CD CL M I CL - CF Cr D 0.9 1.00 1 0.96 1 1.5 1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacitv DCR Load Combo Shear Stress 45 psi 2.4 ft. 162 psi 0.28 D Bending + Stress 383 psi 5.5 ft. 1397 psi 0.27 D 1 Bending - Stress -485 psi 9.0 ft. -1348 psi 0.36 D Total Load Deflection 0.07 in. 1112 5.6 ft. 0.67 in. 120 0.11 D CCALCULATION OF OESIGN_WIND_LOAD5=MP-1 • 7 , _ - Mounting Plane Information ` Roofing Material KZ Comp Roof., Table 30.3-1 PV System Type = Krt SolarCitySleekMount"" _Section 26.8 Spanning_ Vents V No Fig. 26.5-1A Standoff Attachment Hardware I Como Mount Type C _Section,26.7---- 6.7-Roof Roof Slope qh 100 Fig. 30.4-2A/B/C-5A/B Rafter_Spacing h 24" O.C. Section 26.2 Framing Type Direction Uplift Capacity of Standoff Y -Y Rafters T -allow Purlin.Spacing _X-X.Purlins Onty NA _DCR Tile Reveal Tile Roofs Only NA Tile Attachment System • Tile, Roofs. Only YSM NA Standin Seam ra Spacing Seam On NA Wind Design Criteria Wind Design Code KZ ASCE 7-10 Table 30.3-1 Wind. Design. MethodPartially/Fully- = Krt Enclosed Method _Section 26.8 Basic Wind Speed V 110 mph Fig. 26.5-1A Exposure Category I r C _Section,26.7---- 6.7-Roof RoofStyle qh Gable Roof Fig. 30.4-2A/B/C-5A/B Mean Roof Height h 15 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 30.3-1 Topographic Factor = Krt 1.00 , _Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I NA Trib Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) 22.4 psf Equation 30.3-1 Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig. 30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down G 0.45 Fig. 30.4-2A/B/C-5A/B Design Wind Pressure p p = qh (GC) Equation 30.4-1 Wind Pressure U -19.6 psf Wind Pressure Down 16.0 psf ALLOWABLE STANDOFF SPACINGS - X -Direction Y -Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever��� _landscape_ 24" NA Standoff Configuration Landscape Not -Staggered Max.Standoff Tributary. Area Trib 19 sf PV Assembly Dead Load W -PV 3.0 psf Net.Wind.Uplift at Standoff Net:Wind Uplift at Standoff T_actual -194 Itis Uplift Capacity of Standoff Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand Ca aci Standoff Demand Ca aci _DCR 38.86/o X -Direction Y -Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever L Portrait 20" NA Standoff Configuration Portrait Not -Staggered Max Standoff Tributary_Area __-" _ _ PV Assembly Dead Load Trib 22 sf W -PV 3.0 psf Net.Wind.Uplift at Standoff Tactual_ -217 lbs f Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand Ca aci DCR- 43.50W STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP2 Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2) 2. pf = 0.7 (Ce) (Ct) (IS) py; Ce=0.9, Ct=1.1, I5=1.0 Member Desi n Summa(per NDS Governing Load Comb CD CL + CL - CF Cr D 0.9 1.00 1 0.97 1 1.5 1 1.15 Member Properties Summary mary MP2 Roof Pitch Horizontal Member Spans Overhang 2.41 ft Rafter Pro erties Actual W 1.50" Roof System Properties San 1 5.93 ft Actual D 3.50" Number of Spans (w/o Overhang) 2 San 2 3.95 ft Nominal Yes Roofina Material Comp Roof San 3 x 1.00 A 5.25 in A2 Re -Roof No San 4 D Sx 3.06 in.A3- 3PI Plywood ood Sheathing Yes San 5 18.3 psf I 5.36 in A4 Board Sheathing None Total Span 12.29 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 0.50 ft Wood Species DF Ceilinq Finish 1/2" Gypsum Board PV 1 End 9.25 ft Wood Grade #2 Rafter Slope 100 PV 2 Start Fb 900 psi Rafter Spacing 24" O.C. PV 2 End IF,, 180 psi Top Lat Bracing Full PV 3 Start E 1600000 psi Bot Lat Bracing At Supports PV 3 End Em;n 580000 psi Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2) 2. pf = 0.7 (Ce) (Ct) (IS) py; Ce=0.9, Ct=1.1, I5=1.0 Member Desi n Summa(per NDS Governing Load Comb CD CL + CL - CF Cr D 0.9 1.00 1 0.97 1 1.5 1 1.15 Member Loading mary Maximum Roof Pitch 2/12 Initial Pitch Ad'ust Non -PV Areas PV Areas Roof Dead Load DL 9.0 Psf x 1.02 9.1 psf 9.1 psf PV Dead Load PV -DL 9.0 psf x 1.02 D 9.1 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Total Load Deflection Live/Snow Load LL/SL 1,2 0.07 D Total Load(Governing LC TL 1 1 9.1 psf 1 18.3 psf Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2) 2. pf = 0.7 (Ce) (Ct) (IS) py; Ce=0.9, Ct=1.1, I5=1.0 Member Desi n Summa(per NDS Governing Load Comb CD CL + CL - CF Cr D 0.9 1.00 1 0.97 1 1.5 1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Ca aci DCR Load Combo Shear Stress 48 psi 2.4 ft. 162 psi 0.30 D Bending + Stress 277 psi 5.4 ft. 1397 psi 0.20 D Bending - Stress -373 psi 2.4 ft. -1356 psi 0.28 D Total Load Deflection 0.04 in. 1802 5.4 ft. 0.6 in. I L/120 0.07 D (CAL-CULATION OE=DESIGN`VUIND LOADS --M 2 Mounting Plane Information Roofing Material KZ Comp Roof Table 30.3-1 PV System_Type Krt SolarCity_SleekMountTM _Section 26.8 Spanning Vents V No Fig. 26.5-1A Standoff Attachment Hardware _ `_ ComoMount Tvoe C Section 26.7 Roof Slope qh 100 Fig. 30.4-2A/B/C-5A/B Rafter pacing h 24" O.C. Section 26.2 Framing Type Direction Y -Y Rafters T -allow PurlinSpacing - . _X -X Purlins Only NA DCR Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA - Standing Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code KZ ASCE 7-10 Table 30.3-1 Wind_Design Method Krt Partially/Fully Enclosed Method _Section 26.8 Basic Wind Speed V 110 mph Fig. 26.5-1A Exposure Category- _ `_ C Section 26.7 Roof Style qh Gable Roof Fig. 30.4-2A/B/C-5A/B Mean Roof Height h 15 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 30.3-1 Topographic Factor Krt 1.00 _Section 26.8 Wind Directionality Factor ICd 0.85 Section 26.6-1 Importance Factor I NA c Trib Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) 22.4 psf Equation 30.3-1 Wind Pressure Ext. Pressure Coefficient U GC • -0.88 Fig. 30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down GC w 0.45 Fig. 30.4-2A/B/C-5A/B Design Wind Pressurep = qh (GC) Equation 30.4-1 Wind Pressure U u. Wind Pressure Down -19.6 psf 16.0 psf ALLOWABLE STANDOFF SPACINGS - X -Direction Y -Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable. Cantilever�_Landscape_ _Portrait 24" NA Standoff Configuration Landscape Not -Staggered Max Standoff_Tributary_Area Trib 19 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind.Uplift a -t Standoff 4L_ T_actual -194 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity ` DCR 38.8% X -Direction Y -Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever _Portrait 20" NA� Standoff Configuration Portrait Not -Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff Tactual_ -217 lbs Uplift Capacity of Standoff 4T -allow 500 lbs Standoff Demand Ca aci DCR 43.5%