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B-2016-1601CITY OF CUPERTINO BUILDING PERMIT I BUILDING ADDRESS: CONTRACTOR: PERMIT NO: B-2016-1601 10712 FARALLONE DR CUPERTINO, CA 95014-4453 (369 34 012) SOLARCITY CORPORATION SAN MATEO, CA 94402 OWNER'S NAME: HUANG HUIDAN AND WU YUEHAO I I DATE ISSUED: 03/22/2016 1 OWNER'S PHONE: 408-821-0400 1 1 PHONE NO: (650) 963-4722 1 LICENSED CONTRACTOR'S DECLARATION License Class WARM -AIR HEATING, VENTILATING AND AIR-CONDITIONING Lic. #888104 Contractor SOLARCITY CORPORATION Date 12/31/2016 I hereby affirm that I am licensed under the provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business & Professions Code and that my license is in full force and effect. I hereby affirm under penalty of perjury one of the following two declarations: t. I have and will maintain a certificate of consent to self -insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. it 2. I have and will maintain Worker's Compensation Insurance, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. APPLICANT CERTIFICATION 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 ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save indemnify and keep harmless the City of Cupertino against liabilitip, judgments, costs, and expenses which may accrue against said City i9 Conseq ence of the granting of this permit. Additionally, the applicant un stand nd will comply with all non -point source regulations per the upertino� unicipal Code, Section 9.18. Signature Date 3/30/2016 OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for one of the following two reasons: 1. 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 & Professions Code) 2. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.7044, Business & Professions Code). I hereby affirm under penalty of perjury one of the following three declarations: r. I have and will maintain a Certificate of Consent to self -insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 2. I have and will maintain Worker's Compensation Insurance, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 3. 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 Worker's Compensation laws of California. If, after making this certificate of exemption, I become subject to the Worker's Compensation provisions of the Labor Code, I must forthwith comply with such provisions or this permit shall be deemed revoked. APPLICANT CERTIFICATION 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 ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the granting of this permit. Additionally, the applicant understands and will comply with all non -point source regulations per the Cupertino Municipal Code, Section 9.18. Signature Date 3/30/2016 BUILDING PERMIT INFO: BLDG —ELECT —PLUMB MECH X RESIDENTIAL _ COMMERCIAL JOB DESCRIPTION: INSTALLATION OF (N) 11 ROOFTOP MOUNTED SOLAR PANEL 2.86 KW REV 1 CHANGE TO 10 PANELS 2.6 KW - ISSUED OTC 3/30/16 Sq. Ft Floor Area: I Valuation: $6000.00 APN Number: Occupancy Type: 369 34 012 PERMIT EXPIRES IF WORK IS NOT STARTED WITHIN 180 DAYS OF PERMIT ISSUANCE OR 180 DAYS FROM LAST CALLED INSPECTION. Issued by: Abby A en de Date: 3/30/2016 RE -ROOFS: All roofs shall be inspected prior to any roofing material being installed. If a roof is installed without first obtaining an inspection, I agree to remove all new materials for inspection. Signature of Applicant: Date: 3/30/2016 ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER HAZARDOUS MATERIALS DISCLOSURE I have read the hazardous materials requirements under Chapter 6.95 of the California Health & Safety Code, Sections 25505, 25533, and 25534. I will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the Health & Safety Code, Section 25532(a) should I store or handle hazardous material. Additionally, should I use equipment or devices which emit hazardous air contaminants as defined by the Bay Area Air Quality Management District I will maintain compliance with the Cupertino Muni 'bal de, Chapter 9.12 and the Health & Safety Code, Sections 2550 , 25. , and 25534. Owner or authorized agent: Date: 3/30/2016 N TR TIZENDINGAGENCY I hereby affirm that there is a construction lending agency for the performance of work's for which this permit is issued (Sec. 3097, Civ C.) Lender's Name Lender's Address ARCHITECT'S DECLARATION I understand my plans shall be used as public records. Licensed Professional CUPERTINO ALTERNATIVE ENERGY PERMIT APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT , BUILDING DIVISION 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 (408) 777-3228 • FAX (408) 777-3333 • building a&cupe6ting.gla w �evc5� PROJECT ADDRESS I Jam} I CJ I i 0 }� APN # � (A 24 ® J? OWNER NAME rl d� PHONE - - E-MAIL STREET ADDRESS tole- �a����on� ► CITY, STATE, ZIPS q50t FAX CONTACT NAME 11 arjan Javanmard PHONE650,477.6430 E-MAILmjavanmard@solarcity.com STREET ADDRESS 391 Foster City Blvd CITY, STATE, ZIP Foster City, CA 94404 FAX ❑ OWNER ❑ OWNER -BUILDER ❑ OWNER AGENT ❑ CONTRACTOR 9 CONTRACTOR AGENT ❑ ARCHITECT ❑ ENGINEER ❑ DEVELOPER ❑ TENANT CONTRACTORNAMESolarCity Corporation LICENSENUMBER888104 LICENSE TYPE C10 BUS. LTC g288n-4 COMPANYNAMESOIarClty Corporation E-MAILmjavanmard@Solarcity.com FAX STREETADDRESs391 Foster City Blvd CITY, STATE, ZIP Foster City, CA 94404 FH°NE650.477.6430 ARCHITECT/ENGINEER NAME LICENSE NUMBER BUS. LIC # COMPANY NAME E-MAIL FAX STREET ADDRESS CITY, STATE, ZIP PHONE USE OF SFD or Duplex ❑ Multi -Family STR�CTURE: ❑ Commercial PROJECT IN WILDLAND URBAN INTERFACE AREA ❑ Yes ❑ NO PROJECT IN FLOOD ZONE ❑ Yes ❑ NO SOLAR PANELS FEI LECTRIC VEHICLE CHARGING STATION ❑ SOLAR WATER HEATING ❑ OTHER: FOR SOLAR PANELS: NUMBER OF PANELS/UNITS: KILOWATTS (COMMERCIAL ONLY): TOTAL VALUATION: DESCRIPTION OF WORK rooftop flush mounted solar panel Q9 kW f i oCO 6400f 0 r Pei nel .o L- j �f RECEIVED BY:�9 n I.I JC By my signature below, I certify to each of the following: I a e pro e owner or authorized agent to act on the properly owner's behalf. I have read this application and the information I have provided is correct. I e rea �t Description of Work and verify it is accurate. I agree to comply with all applicable local ordinances and state laws relating to building construction. au r' representatives of Cupertino to enter the above -identified property forinspectionpurposes. Signature of Applicant/Agent: Date: 3 SUPPLE}�%IEI�T�AL INFORMATION REQUIRED �� // OFFICE USE ONLY ❑ OVER-THE-COUNTER F ❑ EXPRESS v x ❑ STANDARD U ❑ LARGE a ❑ MAJOR PVApp_2011.doc revised 03116111 0% 1 a r y�yo City. March 29, 2016 RE: Project/Job # 9506869 Project Address: AHJ SC Office Design Criteria: CERTIFICATION LETTER Wu Residence 10712 Farallone Dr Cupertino, CA 95014 Cupertino Foster City - Applicable Codes = 2013 CBC, ASCE 7-10, and 2012 NDS - Risk Category = II - Wind Speed = 110 mph, Exposure Category C - Ground Snow Load = 20 psf - MPl: Roof DL = 10 psf, Roof LL = 20 psf 03/29/2016 Per Section 1613:1,�W-(PV)/.W-(exist-roof) =-40h,, IncreasE.Sei5rnic Shear Load < 10 /o, -> [OK] To Whom It MayFConc� j1eydec� Version #55.3 - TBD RU A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation, I certify that the existing structure, with upgrades specified in the plans, directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading. The PV assembly hardware specifications are contained in the plans/dots submitted for approval. Digitally signed by Marcus Hecht - Nielsen Datie:=2016.03.29 ' _" 13:52:12-07'00' 3055 Clearview Way San Mateo, Ca 94402 •r (650) 638 - 1028 (888) SOL -CITY (650) 638 - 1029 solarcity.corn at ^ .,a r u^?:' r . P... i. _a.: ?!; - CA C. t s .f., x:t! ? Hs: ;?_' :,E: C.3^_JI . 'V. �; ;.._ti.. s..:.�.,. .., _: r.>7.. NJ h..H�;--li CG'i3 .-.,.rb.'. >3, Ff t;f^33. .,.,C. ti'.:d,_..: „. c.�cope.�ug2 vG: ? ...7 5,^r -U .3 6.:'r -za$ S L AFL 70 :­,.,n Aa a ? Mk, 019 ;_Liter..�t,1..-;.�..n.it..L�-....6��3€;,. .,n,....,�.,¢, �4�?.�-f•.L.. xl�l:.:u: L. Clcr<.� <t .�.oY3::J'TY-- '•CG .d ta"tha'C7.-tu<.. ti tC- 605*'Z4,r� Lsi.in..,Io D) l a,o, une, v. .i,;to, ,,t.f 10C '. MD .-rL S Li:011,C 241. L_ax_ic-,?.i tie„<:i5 :,<.nl.,._: eJ L­tl 14"::;..0Y.. ci., SolarCity. Version #55.3 - TBD RU HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware Hardware - Landscape Modules' Standoff Specifications, X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift OCR MPI 48" 24" 39" NA Staggered 26.1% Portrait Hardware Hardware - Portrait Modules' Standoff Specifications X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPI 48" 20" 66" NA Staggered 43.8% Structure 'Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MPI Stick Frame @ 24 in. O.C. 180 Member Impact Check OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site. The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. 3055CIearview Way San Mateo, CA M402 T(650) 638 -1028 (888) SOL -CITY F(650) 638 -1029 solarcity.com R Q ',5!U�, 012��. lic a I,X!-,XQ, I UXV-11�-,­M., GC 2,011! 2��3,!U Tll� R C, I L W,� H 2! I (T 0 I n�m zE-79-1� ��i �77��q rz, -A. 1'4c�A,0, FN KIZ. T;1, PU I-d% fI . 0 Po­jklmrT? 720, CA Li�­ On 22»I, SEISMIC C®NSIDERATI®NS Seisrnic sign Criteria(per USGS Seismic Design Code ASCE 7-10 Latitudes, w 37 3124 Longitude _ _ -122.0263 _ Ss 2.548, SRA at Short Period USGS SRA at is Period S, 1.298 USGS Sod Site Class �., ­-- � -- — D __. _ - IBC 1613.5.2 Seismic Design Cate ory SDC Seismic Check Required (Ss >_ _Yes IBC 1613.1 0.4 &SDC>D? ALTERATI®N LATERAL DESIGN.10°l� EXCEPTION .CHECK. Weight of=Proposed PY.,System , Area. Dead Load Weight PV System Weight 178 sf. 3 psf = 533 Ibs Total Weight of PV System W(PV) 533 Ibs ei ht;of hoof do"ExistingaBuilding -= Sum Area of MPs with PV 514 sf — Portion of Roof Weight Area . Dead Load " Weight Roof 514 sf 10.0 psf 5,145 Ibs — _ 514, sf 6.0 psf 3,087 Ibs Interior Walls (Top Half) 363 sf 5.0 psf 1,815 Ibs Wals To Hal 36sf 8 3 085 IbsExerior Net Weight of Roof Under PV W(exist) 13,131 Ibs Check %Increase of Roof lAOeight %Seismic Shear Load Increase of DCRof Lateral - W�Pv�L- (exist) 4.1%- IBC Sect. 3404.4 Force Resisting stem` . Increase Seismic Sheaf load < 10%, -> [OK] Note: Seismic base shear is directly proportional to roof weight. STi2UCTURE ANALYSIS „ L®A®ING SUMMARY AIV® MEMBER CHECKA MP1 __, MemberProperties-Summary MPl Horizontal Member -Spans ogradect Rafter Properties Overhang 1.66 ft Net W 1.50" Roof System, Properties,,, Span 1 _ 81-16 ft" f uiwD = 3.501" Number of S ans w/o Overhang) 2 Span 2 5.04 ft Nominal Yes Roofing Material _ Comp Roof Span,3 A . - 5.25 in.^2 Re -Roof No Span 4 S. 3.06 in.A3 Plywood_ Sheathing Yes San 5 I :- 5.36 in.A4 Board Sheathing Skip -Sheathing Total Rake Span 15.62 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 2.67 fte, Wood Species DF _ Ceiling Finish 1/2" Gypsum Board PV 1 End 12.67 ft Wood Grade #2 Rafter Slope 180 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 Emi„ 580000 psi Member Loading Summary, -_s Roof Pitch '= T , 4/12 �: Initial. Pitch Ad'u Non=PV AreasPVr4reas ,. Roof Dead Load DL 10.0 psf x 1.05 10.5 psf 10.5 psf PV=Deadload pV-®L 3.0 psf x 1.05 0�_" - 3.2 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load �. LL/SL112 Total Load(Governing LC - TL 1 10.5 psf 13.7 psf Notes: 1, ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (CO (IS) p9; Ce=0.9, Ct=1.1, IS=1.0 Member Design Summary (per`NDS)` =_ Governing Load Comb CD `CL f CL cr D 0.9 1:00 ' 0.95 1.5 .: 1.15' . Member Analysis Results Summary =Governin Anal sis ` Pre-PV Demand Post-PV Demand Net hrn act Result Gravity Loading Check -1475 psi -628 psi 0.43 Pass Mountn _Plane:Informat�on, � " � = , Roofing Material Comp Roof —9 Klk ountr"' m Spanning Vents No _ Standoff. AttachmentxHardware =`Comp Mount,Type C� Roof Slope ,_.. _180 ?'4� "� Framing Type / Direction Y-Y Rafters Prhn_S[?!?9_ X X PilmsOn__�m Tile Reveal Tile Roofs Only NA TleAtiaehmenSytemu' ,Standing Seam/TrapSeam/Trap Spacing SM Seam Only NA Wiirid ftsi n Crlteria Wind Design Code ASCE 7-10 UVmd Design Method__. w um ._..,....� _ uPartial(y/,Fuld Enclosed Method __a_ Basic Wind Speed V 110 mph Fig 26 5 1A Section 26.7 Roof Style Gable Roof � Fig. 30.4-2A/B/C 5A/B Mean`Roof.Hei ht. Setion 26.2 , h WindVfessu e-Calculation Coeffieients _ Wind Pressure Exposure KZ 0.85 Table 30.3-1 Topographic Factor . m �. I a'L- k�_ 77 7-7 iorr 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Im ortance Factor - NA Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (VA2) Equation 30.3-1 22.4 psf -Wind .Pressure. .. Ext. Pressure Coefficient U GC -0.88 Fig. 30.4-2A/B/C-5A/B se6tCExt. *-'-iE Fg. 30.42A/BJC-SA/Bn' Design Wind Pressure p p = qh (GC) Equation 30.4-1 Wind: Pressure 19.6:psf Wintl{Pressure"Down o .,,16 .0 P ALLOWABLE STANDOFF SPACINGS77 opV, CE C '%P .1 ,4 "F'Digitally signed 4'� by Marcus Hecht- -Nielsen '��'20116.03.29 13:51:34 -07'00' PITCH: 18 ARRAY PITCH: 18 MP1 AZIMUTH: 180 ARRAY AZIMUTH: 180 MATERIAL: Comp Shingle STORY. 1 Sto PITCH: 18 ARRAY PITCH: 18 MP2 AZIMUTH: 270 ARRAY AZIMUTH: 270 MATERIAL: COMID Shingle STORY. 1 Sto 03/29/2016 LEGEND :'Uildina Departme 9 e 9 (E) UTILITY METER & WARNING LABEL 0 .1 El 10 A 2 INVERTER W/ INTEGRATED DC DISCO REVIEv'wfE­L_`; ';.:�.-)F< CODE COMPLIANIC log & WARNING LABELS IM Ln U_ �evieweb B DC DISCONNECT & WARNING LABELS -n Y� Front Of House poi ©1 AC DISCONNECT & WARNING LABELS DC JUNCTION/COMBINER BOX & LABELS N I REVISION El I TE DISTRIBUTION PANEL & LABELS o (E) DRIVEWAY I I t ❑ Lc LOAD CENTER & WARNING LABELS CD '� O DEDICATED PV SYSTEM METER 0 STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR CKIYY — GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED 0 PL INTERIOR EQUIPMENT IS DASHED DATE SO o PA NINGIDO T SITE PLAN N CUPERTTOTAL ARRAY AREA (SF): 181 I ' TOTAL ROOF AREA (SF): 2591 Scale: 3/32" = I TOTAL ARRAY AREA IS Pd 7 o 10, 21' i d PERCENT OF TOTAL ROOF AREA I CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: JB-9506869 00 PREMISE OWNER. DESCIRJPTION. DESIGN: CONTAINED SHALL NOT BE USED FOR THE TONY WU Tony Wu RESIDENCE Nathan Graham BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: Api, NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 10712 FARALLONE DR 2.6 KW PV ARRAY ,SolarCity. PART TO OTHS OUT51DE THE REPIrS ORGANIZATIONER. EXCEPT IN CONNECTICIONENWITH MODULES- CUPERTINO, CA 95014 3055 Clearview Way THE SALE AND USE OF THE RESPECTIVE (10) REC # REC260PEZ SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME-- SHEET' REV: DATE. San Mateo, CA 9402 PERMISSION OF SOLARCITY INC. FRONIUS # Primo 3.8 - (650) 638-1028 F-(650) 638-1029 1 INVERTER. —1 4088210400 SITE PLAN PV 2 a 3/29/2016 (888T) SOL—CITY (765-2489) www.solarcity.com FFICE A SIDE VIEW OF MP1 NTS .s�j . r.�,'Vit- Hit - as C. r b IL 03/29/2016 THIS STRUCTURE WILL RECEIVE A STRUT UPGRADE. THIS STRUCTURE WILL RECEIVE A PURLIN UPGRADE. (E) 2x4 OR 2X6 PURLIN (N) 2x6 PURLIN ATTACHED TO (E) PURLIN WITH 10d COMMON NAILS MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 48" 24" STAGGERED PORTRAIT 48" 20" � �.',CUPERTINO RAFTER „ 2x4 @ 24 OC ROOF AZI 180 PITCH 185 ARRAY AZI 180 PITCH 0 STORIES: 1;'� tm Building Department C.J. 2x6 @ 16" OC Comp Shingle ` MARS 20% PV MODULE 5/16" BOLT WITH FENDER WASHERS ZEP LEVELING FOOT ZEP ARRAY SKIRT \\\\(6) (4) 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 (2) (5) LOWEST MODULE STANDOFF (E) STRUTS (E) LBW INSTALLATION NOTES: 1. ATTACH (N) 2X6 PURLIN TO THE (E) PURLIN WITH 10d COMMON NAILS STAGGERED AT 61N. ON CENTER. * SISTER PURLIN UNDER ALL RAFTERS INTO WHICH THE ARRAY IS LAGGED. i EvisioN # 1 0U1 NEW PURLIN FRONT VIEW Scale: 1/2 = 1' REVIEWED FOR CODE COMPLIANCE Reviewed By. (E) RAFTER ATTACHED TO (N) STRUT WITH (4) 10d COMMON NAIL(z* INSTALLATION ORDER (1) LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOT HOLE. (@) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. (3) INSERT FLASHING. (4) PLACE MOUNT. (5) INSTALL LAG BOLT WITH SEALIN ' A R.. G(6) INSTALL L.EVEUNG FOOT WITH BOLT & WASHERS. (E) PURLIN ATTACHED TO (N) STRUT WITH (3) 10d COMMON NAILS* (N) CLEAT NAILED TO (N) STRUT WITH (3) 10d COMMON NAILS* (N) STRUTS (N) A34 CLIP W/ (8) 8d x 1.5" NAILS AInTV. CTDI ITC PAAI Dr AAIPI rn w INSTALLATION NOTES: 1. INSTALL (N) STRUTS FLUSH TO (E) RAFTERS WITH (4) 1Od COMMON NAILS AND PURLIN WITH (3) 10d COMMON NAILS. 2. INSTALL (N) CLEATS TO THE (N) STRUTS DIRECTLY BELOW AND FLUSH WITH THE (E) PURLIN. 3.- INSTALL (N) A34 CLIP WITH (B) 8d (0.131-) X 1.5" NAILS. * ADD (N) STRUTS AS NECESSARY TO ENSURE THAT THE PURLIN NEVER HAS A CLEAR SPAN GREATER THAN 4'. *SIMPSON WOOD SCREWS MAY BE USED IN PLACE OF 10d COMMON NAILS. SDW-22300 FOR 2—PLY, SDW-22300 FOR 3—PLY. U2 NEW STRUTS FRONT VIEW CONFIDENTIAL — THE INFORMATION HERM CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC.. NOR MALL it BE DISCLOSED IN WHOLE OR DJ PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION. EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTI%E SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLAX Y INC -m NUom JB—" �j Q��' '��� OO MtNx saa UWNM utriwp TONY U Tony Wu RESIDENCE 10712 FAAEL.O1E DR 2.6 KW PV ARRAYj CUPERTINO CA, 95014 PAGE NAME 4088210400, STRUCTURAL VIEWS utsw Nathan Graham �rs,�`-. ►EE SolarCity. MWNiNC S151EIE Comp Mount. Type G 4r r �' " f/ YODUIES (10) REC # REC260PEZ. � a�� boy, Son Mateo, CA 9"02 (eea)-S of-M (765-228 �1 ��tat�ycam SHEET: REV DATE PV 3 0 3/29/2016 FAR NIUS: .' Ptkno 18, CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: CONTRACTOR: PERMIT NO: B-2016-1601 10712 FARALLONE DR CUPERTINO, CA 95014-4453 (369 34 012) SOLARCITY CORPORATION SAN MATEO, CA 94402 OWNER'S NAME: HUANG HUIDAN AND WU YUEHAO I I DATE ISSUED: 03/22/2016 1 OWNER'S PHONE: 408-821-0400 LICENSED CONTRACTOR'S DECLARATION License Class WARM -AIR HEATING. VENTILATING AND AIR-CONDITIONING Lic. #888104 Contractor SOLARCITY CORPORATION Date 12/31/2016 I hereby affirm that I am licensed under the provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business & Professions Code and that my license is in full force and effect. I hereby affirm under penalty of perjury one of the following two declarations: 1. I have and will maintain a certificate of consent to self -insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the erfornance of the work for which this permit is issued. L I have and will maintain Worker's Compensation Insurance, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. APPLICANT CERTIFICATION 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 ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in c sequence of the granting of this permit. Additionally, the applicant under and nd will comply with all non -point source regulations per the Cu inoNunicipal Code, Section 9.18. Date 3/22/2016 I hereby affirm that I am exempt from the Contractor's License Law for one of the following two reasons: 1. 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 & Professions Code) 2. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.7044, Business & Professions Code). I hereby affirm under penalty of perjury one of the following three declarations: 1. I have and will maintain a Certificate of Consent to self -insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 2. I have and will maintain Worker's Compensation Insurance, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 3. 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 Worker's Compensation laws of California. If, after making this certificate of exemption, I become subject to the Worker's Compensation provisions of the Labor Code, I trust forthwith comply with such provisions or this permit shall be deemed revoked. A APPLICANT CERTIFICATION 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 ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the granting of this permit. Additionally, the applicant understands and will comply with all non -point source regulations per the Cupertino Municipal Code, Section 9.18. Signature Date 3/22/2016 PHONE NO: (650) 963-4722 BUILDING PERMIT INFO: X BLDG —ELECT —PLUMB _ MECH X RESIDENTIAL _ COMMERCIAL JOB DESCRIPTION: INSTALLATION OF (N) 11 ROOFTOP MOUNTED SOLAR PANEL 2.86 KW Sq. Ft Floor Area: I Valuation: $6000.00 APN Number: Occupancy Type: 369 34 012 PERMIT EXPIRES IF WORK IS NOT STARTED WITHIN 180 DAYS OF PERMIT ISSUANCE OR 180 DAYS FROM LAST CALLED INSPECTION. Issued by: ABBYAYENDEWIIQAUA�Q� Date: 3/22/2016 1 RE -ROOFS: All roofs shall be inspected prior to any roofing material being installed. If a roof is installed without first obtaining an inspection, I agree to remove all new materials for inspection. Signature of Applicant: Date: 3/22/2016 ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER HAZARDOUS MATERIALS DISCLOSURE I have read the hazardous materials requirements under Chapter 6.95 of the California Health & Safety Code, Sections 25505, 25533, and 25534. I will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the Health & Safety Code, Section 25532(a) should I store or handle hazardous material. Additionally, should I use equipment or devices which emit hazardous air contaminants as defined by the Bay Area Air Quali Ma agement District I will maintain compliance with the Cupertino Munici C , Chapter 9.12 and the Health & Safety Code, Sections 25505 55 and 25534. -40 Owner or authorized agent: Date: 3/22/2016 N TRdLE NDING AGENCY I hereby affirm that there is a construction lending agency for the performance of work's for which this permit is issued (Sec. 3097, Civ C.) Lender's Name Lender's Address ARCHITECT'S DECLARATION I understand my plans shall be used as public records. Licensed Professio CUPERTINO ALTERNATIVE ENERGY PERMIT APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT ^ BUILDING DIV1,51ON 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 (408) 777-3228 • FAX (408) 777-3333 • building6lcuperdno.ora PROJECT ADDRESS r O q� APN # :�,j OWNERNAME -t"g PHONE _ E-MAIL STREET ADDRESS toy I L .Y� d+ cr1 �I�� S �r� iIP ' q 5 ©t FAX CONTACT NAME Marjan Javanmard PHONE 650.477.6430 E-MAIL mjavanmard@solarcity.com STREETADDRESs391 _Foster City Blvd CITY, STATE, ZIP Foster City, CA 94404 FAX ❑ OWNER ❑ OWNER-BUMDER ❑ OWNER AGENT ❑ CONTRACTOR 9 CONTRACTOR AGENT ❑ ARCHITECT ❑ ENGINEER ❑ DEVELOPER ❑ TENANT CONTRACTOR NAME SolarCity Corporation LICENSENUMBER888104 LICENSE TYPE CIO BUS. LIC #2884,q COMPANYNAMESolarCity Corporation E-MAIL mjavanmard@solarcity.com FAX STREET ADDRESS391 Foster City Blvd CITY, STATE, ZIP Foster City, CA 94404 PHONE650.477.6430 ARCHITECT/ENGINEER NAME LICENSE NUMBER BUS. LIC # COMPANY NAME E-MAIL FAX STREET ADDRESS CITY, STATE, ZIP PHONE USE OF SFD or Duplex ❑ Multi -Family STRUCTURE: ❑ Commercial PROJECT IN WILDLAND URBAN INTERFACE AREA El Yes El No PROJECT IN FLOOD ZONE El Yes ❑ No SOLAR PANELS TO ELECTRIC VEHICLE CHARGING STATION ❑ SOLAR WATER HEATING ❑ OTHER: FOR SOLAR PANELS: NUMBER OF PANELS/UNITS: , KILOWATTS (COMMERCIAL ONLY): g a �j� CCU 15 TOT VALUATION: O OIO fc DESCRIPTION OF WORK Installation (1 i ) rooftop flush mounted solar panel kW RECEIVED BY: rj _ By my signature below, I certify to each of the following: I am t I prop owner or authorized agent to act on the property owner's behalf. I Ave read this application and the information I have provided is correct. I hav rgad escription of Work and verify it is accurate. I agree to comply with all applicable local ordinances and state laws relating to building construction. I tlfcafi representatives of Cupertino to enter the above -identified property for inspection purposes. Signature of Applicant/Agent: Date: SUPPLEME�L INFORMATION D OFFICE USE ONLY ❑ . OVER-THE-COUNTER �Ga F u ❑ EXPRESS C� U ❑ STANDARD U ❑ LARGE a, ❑ MAJOR PVApp_2011.doc revised 03116111 .� March 21, 2016 RE: Project/Job # 9506869 Project Address: AHJ SC Office Design Criteria: CERTIFICATION LETTER Wu Residence 10712 Farallone Dr Cupertino, CA 95014 Cupertino Foster City 03/21 /2016 Version #55.3 - TBD RU - Applicable Codes = 2013 CBC, ASCE 7-10, and 2012 NDS - Risk Category = II - Wind Speed = 110 mph, Exposure Category C �RTI - Ground/Roof Snow Load = 0 psf ,-`ii �.a Department - MP1: Roof DL = 10 psf, Roof LL = 20 psf Building - MP2: Roof DL = 10 psf, Roof LL = 20 psf t� MAR 'Z 2� REVIEVVEO FOR CODE COMPLIANCE RevieWed By: �-- Per Section 1613.1, W-(PV)/ W-(exist roof) = 2.8%, Increase Seismic Shear Load < 10%, -> [OK] To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation, I certify that the existing structure, with upgrades specified in the plans, directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading. The PV assembly hardware specifications are contained in the plans/does submitted for approval. Digitally signed by Marcus Hecht - Nielsen Date: 2016.03.21 12:43:39-07'00' 3055 Clearrlew Way San Mateo, C-A 44402 T (650) 638 - 1028 {888) ,50L - CITY H (650) 638 - 1024 solarcity.com ;t. ;.v..:. .._ w:.. �.-3, 's �.;..-,z.: ,.. ..,:>d:w », ,...: �tyW :,. �.,,,. ,, ..„. �. �>�»:, _ C . .. . W � y jwe M S01art.Ay. Version #55.3 - TBD RU HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware Hardware = Landscape Modules' Standoff Specifications X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1 48" 24" 39" NA Staggered 26.1% MP2 48" 24" 39" NA Staggered 26.1% Portrait Hardware -Hardware -Portrait Modules' Standoff Specifications X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1 48" 20" 6611 NA Staggered 43.8% MP2 48" 20" 6611 NA Staggered 43.8% Structure Mounting'Plane Framing', Qualification,Results Type Spacing Pitch Member Evaluation Results MP1 Stick Frame @ 24 in. O.C. 180 Member Analysis OK MP2 Stick Frame @ 24 in. O.C. 180 Member Analysis OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site. The existing gravity and lateral load carrying members were evaluated in accordance with the 113C and the IEBC. 3055 ClearvIew 'Nay San Mateo, CA 94402 T (650) 638 - 1028 (888) SOL - CITY = (650) 638 - 1029 solarclity.corn C4 6 UMO_ r, L ZCOa22_`. H! IMA H Ft il" w a� mn P,. I Ni,_ 6WU _1J. NH (1�41 0,_,Q3;,71"K11. H 9A- t i., 1), 11 -01� I rt& W,.- El 0, (1, OR 'n ,se_ PA �1�� "'S 4 R' A'.' � 4.114 Y M., 1 'z �-rj Ck A." J E.0 in �41, �X L ._IVSI®ER6�TI®wiNS .._ �s` Seisr�iic®e� n-Cr teria f er,USS - Seismic Design Code ASCE 7-10 3124: = .' Longitude -122 0263 SRA at'..Short Period - _ Ss .P _. _ __. .._.e m2 548 e_ _ USGS SRA at 1s Period Sl 1.298 USGS _.:IBC 1613 5.2 Seismic Design Category SDC E USGS Seismic Check Requires! (Ss a; Yes._ IBC-1613.1 10.4g &-SDC a, D ALI`ERATION LATE L ®ESIdN i®0/ EXCEPTIO CI ECK weight ®f"Pro POsod "PV stem `Area Dead" L`oacH .' Wei ht " Total Weight of PV System W(pv) 195 'sf �.3. O sf " `. 586�Ibs 586 Ibs Vilei ht of=Roof:oirA fxistin B�ulding Sum Area of MPs with PV 877 sf Portion of Roof. A/ei l# r = ". = "Area :'kDead Load " ; . 'Wei "ht Roof 877 sf 10.0 sf 8,770 Ibs 877 sf. 6.0 sf";. ° 5 262 Ibs---------- - Interior�.. Walls (Top Half) 474 sf 5.0 sf 2 369 Ibs Exterior Walls o °Hal,474"`sf °.8.5, sf: _ _ 4 027 Ibs Net Weight of Roof Under PV W(exist) 20,428 Ibs Check:% Increase of Roof Weight'j'"Sow,"I shear Increase ofDCR of Lateral Force Resistin stert>s' TV) W(exist) 2.3%° Increase;Seiswiic Shear Load < 1Q%' -> � ®I� IBC Sect. 3404.4 Note: Seismic base shear is directly proportional to roof weight. =STRggqRE ANALYSIS LADING SUMMARY AND MEMBER CHECK MPi Mete er, PropetresSutntsiz a z - ,- W o riaontal Member Spans' - U graded Rafter. Pro a es " rt� MP1" Overhang 1.66 ft Net W 1.50" Roof S'ste Pro ernes , : _ San 1 8 16`ft E uiv D 3.50" Number of Spans w/o Overhang) 2 Span 2 5.04 ft Nominal Yes Roofin `Material Com Roof =S an 3': A 5.25 in :^2 Re -Roof No Span 4 S. 3.06 in.A3 PI oad Sheathin" FYes" .. .., . " S an 5 �, 5.36 In A Board Sheathing Skip -Sheathing Total Rake Span 15.62 ft TL Defl'n Limit 120 Vaulted Ceflin " = 'No ",- PV Start- Z67" ft�° Wood S ecies DF Ceilina Finish 1/2" Gypsum Board PV 1 End 12.67 ft Wood Grade #2 Rafter,Slooe .'. = �` _ , , 18° PV,X Start Fe ._ 1 900 psi - Rafter Spacing 24" O.C. PV 2 End F„ 180 psi To Lat Bracin " Full . PV 3:Start.. � , E _ y 1600000' si a" Pot Lat Bracing At Supports PV 3 End Emi„ 580000 psi Meet>rber,Loatlrr� Sumrtiar Pitch . Pitch Ad'ust "'Mon-PV Areas` PV Areas RoofInitial Roof Dead Load DL 10.0 psf x 1.05 10.5 psf 10.5 psf P!% Dead Load PV-DL"3.0= 'sf.° "x "-:3.2" sf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load ° " LL SLi,z Total Load ° Goirernin LC " ": - = :TL 10 5 " t f.. 13.7 psf Notes: 1, ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (Ct) (IS) p9 ; Ce=0.9, Ct=1.1, IS=1.0 `. MirlYtbd-DeSi.Qtt Slat9ttlal �rN ernin Gov -Load Coirn6 - CD CL "+ ;CL - .' 13 0.9 1:00 0.95 Member;Anal sas Results Suenma , , G®vernm .Anal sus : Max -Demand ." @ Location, ;Ca' DCR _ Result . Bending - Stress -628 psi 9.8 ft -1321 psi 0.48 Pass Mlountin . Plane Infdriit>iation..i . . Roofing Material Comp Roof PV System TYpe` SolarGty SleekMountT'" Spanning Vents _ _ No Standoff- Attacfi77 ment Hardware . . 'Comp Mourit Type C Roof Slope 180 Rafter Spamg _Direction 24' FramingType Y-Y Rafters Purin SpaCm9 .7___ Tile Reveal Tile Roofs Only NA _.r Tile Attachment System ` Tile Roofs Only __.__,_....... _ Standin Seam rap Spacing SM Seam Only NA Ext. Pressure Coefficient U GC -0.88 Fig. 30.4-2A/B/C-5A/B Ext.".Pressure Coefficient" Down GC" Down . 0.45.. ; -. - . ;. , . Fig.'30.4-zA/B/c-5A%s Design Wind Pressure p p = qh (GC) Equation 30.4-1 Wind Pressure Up- =19.6 pd Wind Pressure Down. .. z- : ,� IS 0 psf _..mom �Qee _ u �.._ _._r ------ ALLOWABLE STWIPN PFFsPA'aNGS. __ STRUCTURE ANALYSIS LOADING, SUMMARY AND MEMBER CHECK MP2 r Horinta 1 Merimbe , r Spans :3 .. _ •;Raft es ` . Mine, Pro ert� „ :; ,• .. `.." , . :,: - ._, <'.. Overhang 1.66 ft Actual W 1.50" " . ";Roof "P..ro R.... ernes .. ti.. ,.> , .�' �.,'z5 an 1 " . ]0 67.ft"=. "Actual D -3:50" Number of Spans (w/o Overhang) 1 San 2 Nominal Yes Roofin"`Material :; Con Roof : ;`S an ,. ' ...,. A Re -Roof No Span 4 S. 3.06 in.A3 PI 5:36 in.^4 ,., Board Sheathing Skip -Sheathing Total Rake Span 12.96 ft TL Defl'n Limit 120 1/aulted Ceilin"" No ." ,. PY 1Start ` 3 08 ff' Wood S ecies DF " Ceiling Finish 1/2" Gypsum Board PV 1 End 9.75 ft Wood Grade #2 Rafter Slope: Y; 180 .: Y PV.2 Start Fn _ 900:ps� Rafter Spacing 24" O.C. PV 2 End F„ 180 psi To LatBracin'` Full ° PY3 Start._ =E 1600000 i" s" Bot Lat Bracing At Supports PV 3 End Em;,, 580000 psi Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (Ct) (IS) p9; Ce=0.9, Ct=1.1, IS=1.0 Member,D.esi in'Su'imiima er.NDS Governin " D 0.90 _ Memtier Anal sls'ResultS SClmma . ,: GaVernn Anal sus ° Max Demand , .. _ ..@. Locatlan Result , Bending+ Stress 1408 psi 7.1 ft 1397 psi 1.01 Pass ALCULATI®N OF DESIGN WING' ADS:- MP2 Mounting Plane Information Roofing Material Comp Roof PV System TY.P,_?.__ `' _ __ d� _w_ ._a _._ _ w SolarCitty SleekMountT" SpanningVents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 181, y._..._... _ . �2_4" O.0 , r � Y-Y Rafters amin T e Direction FrType Purlin Sp_acing.;.._.___. __.w__. _X_k Purlms Only, _._ ._. _ _ NA.. Tile Reveal Tile Roofs Only NA Tile Attaghment System v _ _'„Tile Roofs Only_ NA S anding SeaWfrap spacing SM Seam Onl NA Wind Designn Criteria Wind Design Code ASCE 7-10 Wind Design Method____,___.___,Partially/Fully Enclosed Method„ q Basic Wind Speed w rV 110 mph Fig 26.5-1A_ Fxposur C; tegoN..._..; .k... _ _;. C Section 26.7 a Roof Style _ Gable Roof - Fig 30 4-2A/B/C-5A/B _.. Mean Roof Hei ht _ " h _ 15 ft I Section 26.2 ` Wind Pressure Calculation Coefficients - Wind Pressure Exposure K, 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 Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (VA2) Equation 30.3-1 22.4 psf Winds PrPgsurp Ext. Pressure Coefficient U GC -0.88 Fig. 30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down GC Down 0.45 Fig. 30.4-2A/B/c-5A/B Design Wind Pressure p p = 'qh (GC) Equation 30.4-1 Wind Pressure Up Mupi : -19.6psf 1fVind:Pressure Down.. _ 16.0 Psf ALL®WABLE STANDOFF SPACIN S 4 ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID-INTERIIED VIA A FLASHING WILL BE PAINTED TO MATCH EXTERIOR AC ALTERNATING CURRENT UL-LISTED POWER -CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. „ O CONC CONCRETE 3. A NATION ALLY- RECOGN I ZED TESTING,� fi� p E��y �p B ,s..a.,,.z,, a �3 6,! E 6.� t O Y I Y C =: e DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN ; wilding Department v EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING_'.lyMAR 2 EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, -- LU FSB FIRE SET -BACK A SIGN WILL BE PROVIDED WARNING OF THE RE�lIEVVcD FOR CODE COMPLIANCE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE. Reviewed b+j: 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 UM Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). J Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER P�.r �� LL kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR KED BY kW KILOWATT LBW LOAD BEARING WALL ENCLOSURES TO THE FIRST ACCESSIBLE DC DISCONNECTING MEANS PER ART. 690.31(E). r ®ATE' (� MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN Z (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY PLANNING EPT ` NEUT NEUTRAL UL LISTING. UPERTINO NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL-LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL, LISTED GROUNDING P01 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 Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT NEMA 3R, RAINIIGHT - • V1 COVER SHEET NJF V2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES PV5 THREE LINE DIAGRAM Cutsheets Attached CA # 888104 1. ALL WORK TO BE DONE TO THE 2013 C-10 CALIFORNIA BUILDING CODE, 2013 CALIFORNIA PLUMBING CODE, AND THE 2013 CALIFORNIA RESIDENTIAL CODE. ar 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2011 NATIONAL ELECTRIC CODE AS AMENDED BY MODULE GROUNDING METHOD: ZEP SOLAR THE 2013 CALIFORNIA ELECTRIC CODE. AH,1: Cupertino , REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: Pacific Gas and Electric Company CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: J B-9 CONTAINED SHALL NOT USED FOR THE 5 0 6 8 6 9 00 PREMISE OWNER TONY WU DESCRIPTION: Ton Wu RESIDENCE DESIGN: Nathan Graham '\`!a BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 10712 FARALLONE DR PART TO OTHERS OUTSIDE THE RECIPIENTS CUPERTINO, CA 95014 2.86 KW . PV ARRAY ° SolarCit ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES THE SALE AND USE OF THE RESPECTIVE (11) REC # REC260PEZ SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME ' 3055 aearview way SHEET- REV: DATE San Mateo, CA 9W2 PERMISSION OF SOLARCITY INC. SOLAREDGE SE3000A-US-ZB-U 408821 0400 COVER SHEET T:(650) 638-1028 F.(650) 638-1029 PV 1 3/21/2016 (888)-SOL-aTY(765-2489) www.solarcity.com MP1 ,,,.'Digitally signed by Marcus Hecht- MP2 Nielsen -`- Date=2016.03.21 12:42:41 -07 00 PITCH: 18 ARRAY PITCH:18 AZIMUTH:180 ARRAY AZIMUTH: 180 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 18 ARRAY PITCH: 18 AZIMUTH:270 ARRAY AZIMUTH:270 MATERIAL: Comp Shingle STORY: 1 Story 03/21 /2016 F (E) UTILITY METER & WARNING LABEL Inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS IE�til DC DISCONNECT & WARNING LABELS AC AC DISCONNECT & WARNING LABELS Q DC JUNCTION/COMBINER BOX & LABELS Q DISTRIBUTION PANEL & LABELS LC LOAD CENTER & WARNING LABELS O'DEDICATED PV SYSTEM METER STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED L,;J INTERIOR EQUIPMENT IS DASHED SITE PLAN, N TOTAL ARRAY AREA (SF): 199 TOTAL ROOF AREA (SF): 2591 Scale: 3/32" = 1' W E TOTAL ARRAY AREA IS a 7.7 01' 101. 21' PERCENT OF TOTAL ROOF AREA s CONFIDENTIAL —THE INFORMATION HEREIN JOB NUMBER: J B-9 5 0 6 8 6 9 00 PREMISE OWNER: DESCRIPTION: TONY DESIGN: \\\ CONTAINED SHALL NOT BE USED FOR THE .WU Tony Wu RESIDENCE Nathan Graham a MOUNTING SYSTEM: Comp Mount Type C BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 10712 FARALLONE DR 2.86 KW PV ARRAY -4; �'�� SolarCity PART To OTHERS OUTSIDE THE RECIPIENTS MODu�Es CUPERTINO, CA 95014 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (11) REC # REC260PEZ 3055 Clearview Way SHEET: REV: DATE PV 2 3/21/2016 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PAGE NAME 408821 0400 SITE PLAN San Mateo, CA 94402 T-(650) 638-1028 F:(650) 638-1029 (B88)—su-GTY (765-2489) www.soiarcity.com INVERTER: SOLAREDGE SE3000A—US—ZB—U SIDE VIEW OF MP1 N,S �H MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 48" 24" STAGGERED PORTRAIT 48" 20" RAFTER C.J. 2X4 @ 24" OC 2X6 @16" OC ROOF AZI 180 PITCH 18 STORIES: 1 ARRAY AZI 180 PITCH 0 Comp Shingle SIDE VIEW OF MP2 NTS THIS STRUCTURE WILL RECEIVE A STRUT UPGRADE. MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 48" 24" STAGGERED PORTRAIT 48" 20" RAFTER C.J. 2X4 @ 24" OC 2X6 @ 16" OC ROOF AZI 270 PITCH 18 STORIES: 1 ARRAY AZI 270 PITCH 18 Comp Shingle (E) RAFTER ATTACHED TO (N) STRUT WITH (4) 10d COMMON NAILS* (E) PURLIN ATTACHED TO (N) STRUT WITH. (3) 10d COMMON NAILS* (N) CLEAT NAILED TO (N) STRUT WITH (3) 10d COMMON NAILS* (N) STRUTS (N) A34 CLIP W/ (8) 8d x 1.5" NAILS PV MODULE - 5/16" BOLT WITH .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 NOTE: STRUTS CAN BE ANGLED IN ANY DIRECTION AS LONG A THEY ARE WITHIN 45' OF VERTICAL ' MAX. (E) LBW INSTALLATION NOTES: 1. INSTALL (N) STRUTS FLUSH TO (E) RAFTERS WITH (4) 10d COMMON NAILS AND PURLIN WITH (3) 10d COMMON NAILS. 2. INSTALL (N) CLEATS TO THE (N) STRUTS DIRECTLY BELOW AND FLUSH WITH THE (E) PURLIN. 3. INSTALL (N) A34 CLIP WITH (8) 8d (0.131 ") X 1.5" NAILS. * ADD (N) STRUTS AS NECESSARY TO ENSURE THAT THE PURLIN NEVER .HAS A CLEAR SPAN GREATER THAN 4'. *SIMPSON WOOD SCREWS MAY BE USED IN PLACE OF 10d COMMON NAILS. SDW-22300 FOR 2—PLY, SDW-22300 FOR 3—PLY. U 1 NEW STRUTS FRONT VIEW yeit Y A� ,,�.M-t:-• err,, .i NIA INSTALLATION ORDER . FOR %UUG COMHv1AWCE LOCATE RAFTER, MARK HOLE R�V1EVliE,� ��^,- ;i4• (1) LOCATION, AND DRILL PILOT e,.qed BY- HOLE. L (4) C2)1 SEAL PILOT HOLE WITH POLYURETHANE SEALANT. INSERT FLASHING. (3)1(3)1 7:71711 (1) (4) PLACE MOUNT. (2) 0 (5) INSTALL LAG BOLT WITH (5) SEALING WASHER. LOWEST MODULE SUBSEQUENT MODULES 6 () INSTALL LEVELING FOOT WITH BOLT- & WASHERS. 4-5jA NDOFF CONFIDENTIAL — THE INFORMATION HEREIN ,JOB NUMBER: J B' 9 5 0 6 8 6 9 00 . PREMISE OWNER: DESCRIPTION: TONY WU pESIq,1. CONTAINED SHALL NOT BE USED FOR THE Tony Wu RESIDENCE Nathan Graham MOUNTING SYSTEM: Comp Mount Type C BENEFIT OF ANYONE EXCEPT SDLARCI,Y.INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S 10712 FARALLONE DR 2.86 KW PV ARRAY CUPERTINO, CA 95014 �A SOIarClty �, - ' m, ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE MODULES: (11) REC # REC260PEZ 3055 Clearview way INVERTER' ISOLAREDGE SE3000A-US-ZB-U SHEET: ' REV: DATE: PV 3 3/21/2016 SOLARCITY EQUIPMENT, WITHOUT THE -WRITTEN PERMISSION OF SOLARCIIY INC. PAGE NAME 4088210400 STRUCTURAL VIEWS San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.solarcitycom UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR.STRUCTURAL CALCULATIONS. ,n�E Crj,tlPLtA�CE 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 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: 1 I —� O 0 O PREMISE OWNER: DESCRIPTION: TO N Y WU Tony Wu RESIDENCE 10712 FARALLONE DR 2.86 KW PV ARRAY C U P ER TI N O, C A . 9 5014-- PAGE NAME 408821 0400 UPLIFT CALCULATIONS DESIGN: Nathan Graham �\_`�a %'��� -solarCit hV y MOUNTING SYSTEM: Comp Mount Type C. _, j ` MDoutEs (11) REC # REC260PEZ 3055 Ciearview Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)-SOL-CITY (765-2489) www.solarcity.eom SHEET. REV: DATE: PV 4 3/21/2016 INVERTER: SOLAREDGE SE3000A—US—ZB—U BOND (N) #8 GEC TO (E) GROUND ROD Hanel Number: SC204OM200C Inv 1: DC Ungrounded INV 1 — ( 1 ) SOLAREDGE ## SE3000A—US—ZB—U LABEL: A — (11) REC # REC260PEZ CA # 888104 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:1006131966 Inverter, 300'OW, 240V, 97.5%; w/Unifed Disco and ZB, AFCI PV Module; 260W, 236.6W PTC, MC4, 40mm, Black Frame, ZEP Enabled C-10 Overhead Service Entrance INV 2 Voc: 37.8 Vpmax: 30.7 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E� 200A CENTER —FED MAIN SERVICE PANEL E 20OA/2P MAIN CIRCUIT BREAKER Voc* = MAX VOC AT MIN TEMP ®I (1)SQUARED HQMT2020220 PV DACKFEED BREAKER Breaker, A/1P-20A 2P-2OA 1P, 2 Spaces, Quad Tandem (1)AWG #10, THWN-2, Black OPF (1) AWG #10, THWN-2, Red (1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=12.5 AAC — (1) AWG #8,. TF(WN-2,, Green _ .EGC/GEC .- (1) Conduit. Kit;. 3/4' .EMT......... . Inverter 1 SOLAREDGE SE3000A—US—ZB—U 29aV ---lN z2�--------------------------------------- DC+ - - - - Dc- MP1,MP2:1x11 EGC �;tl"`"7w._�1 3Uildin9 �epa�eil`L �O FOR t;U �� �.•� �evtewed BT P V (11) SOLAREDGE }P300-2NA4AZS PowerBox Optimizer, 30OW, H4, DC to DC, ZEP ®C I (2)AWG #10, PV Wire, 60OV, Black Voc* = 500 VDC Isc =15 ADC O (1)AWG #10, THHN/THWN-2, Green EGC Vmp = 350 VDC Imp= 8.07 ADC (1) Conduit Kit;. 3/4'. EMT .......................................... CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: J B-9 5 0 6 8 6 9 .O O PREMISE ONNER: DESCRIPTION: TONY WU DESIGN: CONTAINED SHALL NOT BE USED FOR THE Ton Wu RESIDENCE Nathan Graham ' MOUNTING SYSTEM: Comp Mount Type C BENEFIT OF ANYONE EXCEPT SOLARCITY WHOLE INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S 10712 FARALLONE DR 2.86 KW PV ARRAY CU P ER TI N 0 CA 95014 '�'" I,`��h��I�� MODULES ORGANIZATION, EXCEPT IN CONNECTION WITH , 3055 Clearview Way THE SALE AND USE OF THE RESPECTIVE (11) REC # REC260PEZ _ INVERTER: SOLAREDGE SE3000A—US—ZB—U SHEER REV. DATE PV 5 3/21/2016 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. PAGE NAME 408821 0400 THREE LINE DIAGRAM San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)-SOL-CITY (765-2489) www.solarcity.com 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 ,� u�1d�nQ �zPa�Qnt Wk WOE =' OR CC7�� "dam �ey�e�e (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 THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED=��rOI 3055 Mateo, CA Way IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, Label Set San Mateo, R( 50) 6 EXCEPT IN CONNECTION- WITH THE SALE AND USE OF THE RESPECTIVE %��� -SOL-) 638-10 -2 89) w) .solar it SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. �� _SolarCit (888}SOL-CIfY (765-2489) wwwsolarcity.com 0 �'< ';,SolarCity I ZepSolar Next -Level PV Mounting Technology I,SolarCity ZepSolar Zep System for composition shingle roofs Q,pMPgTjA � !F r�ACOMPAt��v uL LISTED zepsolar.com Description • PV mounting solution for composition shingle roofs • Works with all Zep Compatible Modules • Auto bonding UL-listed hardware creates structural and electrical bond • Zep System has a UL 1703 Class "A" Fire Rating when installed using modules from any manufacturer certified as "Type 1" or "Type 2" 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 UL 467 • Zep System bonding products are UL listed 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 UL 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 Zep Solar's products constitutes the sole specifications referred to in the product warranty. The customer is solely responsible for verifying the suitability of ZepSolar's products for each use. Specifications are subject to change without notice. Patents and Apps: zspats.com. Document # 800-1890-001 Rev A Date last exported: November 13, 2015 2:23 PM Components .Leveling Foot Part No. 850-1172 ETL listed to UL 467 Comp Mount Part No. 850-1382 Listed to UL 2582 Mounting Block Listed to UL 2703 Interlock Part No. 850-1388 Listed to UL 2703 zepsolar.com UPERTINO OP 7LLr J _t MAR j �ay REVIE�°4ED rUR CODE COMPUANCE Next -Ley, It 64ec:h � logy Revie4ved Y Ground Zep V2 Part No.850-1511 Listed to UL 467 and UL 2703 - 1W& Array Skirt, Grip, End Caps Part Nos. 850-0113, 850-1421, 850-1460, 850-1467 Listed to UL 1565 DC Wire Clip Part No. 850-1448 Listed to UL 1565 This document does not create any express warranty by Zap 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 Zep Solar's products constitutes the sole specifications referred to in the product warranty. The customer is solely responsible for verifying the suitability of ZepSolar's products for each use. Specifications are subject to change without notice. Patents and Apps: zspats.com. Document # 800-1890-001 Rev Date last exported: November 13, 2015 2:23 PM ( wilding CeW ent. � • �pr,a C.� . A CODE CC),MPLIANCE )cr; - CUUE REV.IEV4 -�U� ® RevievNed BY.. solar =@@ solar=99:. SolarEdge Power Optimizer Module Add -On for North America P300 / P350 / P400 SolarEdge Power Optimizer Module Add -On For North America P300 / P350 / P400 P300 P350 P400 - (for 60-cell PV (for 72-cell PV (for 96-cell PV - _ modules) modules) modules) INPUT _ Rated Input DC Power"f 300 350 400 W Absolute Maximum In ut Volta a Voc at lowest tem erature ............................P.......... g..�..................... P... ) 48 6080 Vdc MPPT Operating Range ..............................................................4. 8 - 48...................g..-.60.................... 8.: 80. ............ Vdc..... ..MaxMaximum Short Circuit Current (Isc) imum ............................................................................................................................................ 10 Adc .. Maximum DC Input Current .....................................................................................................................................................................I 12.5 Adc max: Maximum Efficiency . 99.5 % ' Weighted Efficiency - ....................................................................................................................................................................... 98:8 % Overvoltage.Category II —....----------------........._ OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum...Ou.t.put..Curre ....... .....nt. ........................................................................................................................................................... 15 Adc Maximum Output Voltage 60 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE EMC .............................................................................................................................................................................. FCC Part15 Class B, IEC61000-6-2, IEC61000-6-3 Safety.........................................................................................IEC62109-1 (class II safety),, UL3741 RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage .............................................................................................................................................................................. 1000 Vdc Dimensions(WxLxH) ................................................................................................................... 141x212x40.5/5.55x8.34x1.59 mm Weight (including cables).................................................................................. 950 / 2.1 Input Connector MC4 / Amphenol / Tyco ...................:........................................................... Output Wire Type / Connector ............................................................................................................................................................................. p........................................ Double Insulated; Am henol Output Wire Length.............................:....................I........ :95..3.::.........I.......................l:z/ 3........................... m /ft.... Operating Temperature Range....................................................................: 40 -+85 /-40-+185............................... �C / �F... Protection Rating IP65 / NEMA4 Relative Humidity0-100 ..... ............................................................................................................................... .............................:....... ..... % Noted sTC power of the module. Module of up to ♦5%power tolerance allowed. PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE THREE PHASE THREE PHASE .INVERTER- 208V 480V String Length (Power Optimizers) ..Minimum . ....... ..................................................................................................................... 8 SO 18 (..........P.....,....' Maximum StringLength Power Optimizers) ....................... ............................ 25 25 50 ............. ............. ......................... Maximum Power per String .................g ...................................................................................................................................................... 5250 6000 12750 W Parallel Strin s of Different Len hs or Orientations Yes I L y k CUPERTI O r: i 9uddin7 Department REVIEVVEG FOR LODE COMPLIANCE rR EE PEA'' ®aEl"N' E R G Y , pvI EL��� , Ef,5 'ripe 65.55 30.1 r 1.38 39.02 All measurements in Inches ELECTRICAL DATA, @ST C REC26OPEZ Nominal Power-PMPP (Wp) 260 Watt Class Sorting-(Wp) Nominal Power Voltage -VMPP (V) 30.7 Nominal Power Current- I., (A) 8.50 Open Circuit Voltage -Vac (V) 37.8 Short Circuit Current- Isc (A) 9.01 Panel Efficiency(%) 15.8 The electrical characteristics are within */-10% of the indicated values of IS5c, Vvc and pMPe at standard Test conditions (STC). Values at standard test conditions STC (airmass AM 1.5, Irradiance 1000 I cell temperature 770F(250C)). At low irradiance of 200 W/m'(AM 1.5 &cell temperature 77°F (25'C)) at least 97%of the STC panel efficiency will be achieved. ELECTRICAL, DATA,@ NOCT REC26OPEZ, Nominal Power-PMPP (Wp) 197 Nominal Power Voltage -VMPP (V) 29.0 Nominal Power Current-lwp(A) 6.81 Open Circuit Voltage-VeC (V) 35.7 Short Circuit Current- Isc (A) 7.24 Nominal operating cell temperature NOCT (800 W/m', AM LS, win dspeed 1 m/s, ambient temperature 687 (200C). CEniFICATION 10 year product warranty. c �L us 25 year [in ear power output warranty LISTED (max. degression in performance of 0.7%p.a.). UL 1703, Fire rating: Type 1, Class C REC is a leading global provider of solar energy solutions. With more than 15 years of experience, we offer sustainable, high performing ti products, -services and investments for the solar industry. Together with our partners, we create value by providing solutions that better. RE C meet the world's growing energy needs. REC is headquartered in Norway and listed on the Oslo Stock Exchange (ticker: RECSOL). Our 1,600 employees worldwide generated revenues of US 647 million in 2013. www.recgroup.com • S®IarEdge Single Phase Inverters For North America 111� i11� 1iI1<< !'11(� USA - GERMANY - ITALY - FRANCE -JAPAN -CHINA -AUSTRALIA -THE NETHER LANDS - ISRAEL www.solaredge.us ;mil IPERTMO anent. Building Dena, � � Single Phase Inverters �inr-th=AmerMicAa� 2 f9 20i� I solar.=@aO SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US -OR CODE.�OIVII'i_ii�i�10E SE760OA-US / SE1000OA-US / SE1 140OA-US R-VIE�� ! SE3000A-US I SE380OA-US I SE5000A-US I SE6000A-US I SE760OA-US I SE1b0 0R-I15 I SE11406A-US Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA 10000 240V Max. AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA .... ........................ :........... ................. 5450 4)a 240V 10950 @240y• AC Output Voltage Min: Nom: Max.i1l ✓ ✓ 183 - 208 - 229 Vac -" . ............................... . ....... ✓ ✓ ✓ ..............✓..............✓...............✓........ .................. ........... AC Output Voltage Min. Nom: Max!1 211- 240 - 264 Vac ... ........................................ ................ .............. .................. ................ ................ ....... .:......... .................. ....... .... AC Frequency Min: Nom: Max.11i 59.3 - 60 - 60.5 (with HI country setting 57 - 60 - 60.5) Hz ........................................... ....... I........ 24 @ 208V 48 @ 208V Max. Continuous Output Current 12:5 16 25 3, 4..5 A ................. �l. °@.240V .... 42 240V...1. GFDI Threshold 1 A ............................................................................................................................................................................... Utility Monitoring, Islanding Protection, Country Configurable Thresholds Yes Yes INPUT '' Maximum DC Power(STC) 4050 l 5100 6750 1 8100 10250 13500 I 15350 W .0. .. Transformer -less, Ungrounded Yes ................................................................................................................................................................................ Max Input Voltage 'S00 Vdc Nom. DC Input Voltage 325 @ 208V / 350 @ 240V Vdc Max. Input Current(2) .....9.5......I......13......I..15.5.�.240V . (...... 18.......I....:..23........ 30 5@ 24 V.. .......34......... ...Adc.... Max. Input ShortCircuit Current 45 Adc Reverse -Polarity Protection Yes .................................................... ........... Ground Fau -lt Isolation Detection 600ka SensitivitY Maximum Inverter Efficiency 97.7 98,2 98.3 98.3 98 98 98 .......... ...... ........... CEC Weighted Efficiency 97.5 98 97.5 @ 208V 97.5 97.5 97 @ 208V 97.5 % ..... ....... ....... ..I.... ........ ...... 98,E 240y.. ................ ..................97,5 240y.. ........ I ....... .. ........... Nighttime Power Consumption < 2 5 <4 W ADDITIONAL FEATURES -- — — - Supported Communication Interfaces RS485, RS232 Ethernet zI Bee (optional) ..........:.......................... ................ ................................................................................ ........... Revenue Grade Data, ANSI C12,1 OptionalM ................................................ Q'................................. Rapid Shutdown - NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed STANDARD' COMPLIANCE Safety .... UL1741 UL1699B UL1998 CSA 22 2 IEEE1547 ........ Grid Connection Standards Emissions FCC part15 class B INSTALLATION �— SPECIFICATIONS AC output conduit size / AWG range 3/4 minimum / 16 6 AWG 3/4 minimum / 8-3 AWG ' ... ......... .................. .... ........... DC input conduit size / # of strings / 3/4" minimum / 1-2 strings / AWG ran a 3/4' minimum / 1-2 strings / 16-6 AWG ..., g s with Safe ...............:.. ....................... 14-6 AWG............. ........... Dimensions with Safety Switch 30.5 x 12.5 x 10.5 / in / (HxWxD), 30S x 12.5 ...... 2 / 775 x 315 x 184 775 x 315 x 260 min .......... ..................... 5........................................... . 4 ................... ......,.... Weight with Safety Switch.,•.....•..••..•...••••51.2/23.2•.....•,•.�....•......I.......54.7/2... 88.4/40.1 Ib/kg... ....................................................... Natural convection Cooling Natural Convection and internal Fans (user replaceable) fan (user replaceable), . Noise< 25 < 50 cl& .................. .................................................................... .. Min. -Max. Operating Temperature Ran a 13to+140/ 25to+60(40to+60versionavailab1e ) F/`C 5........................................... Prot ...... .ec....tio.n Rating NEMA 311 .............................................................. . CVPERTINO ress v 71 a - PURPOSE SMOKE / CARBON MONOXIDE ALARMS OWNER CERTIFICATE OF COMPLIANCE COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 (408) 777-3228 • FAX (408) 777-3333 • buildingCa.cupertino.org [6,& Dc, (Permit o. �lbu This affidavit is a self -certification for the installation of all required Smoke and Carbon Monoxide Alarms for compliance with 2013 CRC Section R314, 2013 CBC Sections 420.6 and 907.2.11.2 where no interior access for inspections are required. GENERAL INFORMATION Existing single-family and multi -family dwellings shall be provided with Smoke Alarms and Carbon Monoxide alarms. When the valuation of additions, alterations, or repairs to existing dwelling units exceeds $1000.00, CRC Section R314 and CBC Sections 907.2.11.5 and 420.6 require that Smoke Alarms and/or Carbon Monoxide Alarms be installed in the following locations: AREA SMOKE ALARM CO ALARM Outside of each separate sleeping area in the immediate vicinity of the bedroom(s) X X On every level of a dwelling unit including basements X X Within each sleeping room X Carbon Monoxide alarms are not required in dwellings which do not contain fuel -burning appliances and that do not have an attached garage. Carbon monoxide alarms combined with smoke alarms shall comply with CBC Section 420.6 and shall be approved by the Office of the State Fire Marshal. Power Supply: In dwelling units with no commercial power supply, alarm(s) may be solely battery operated. In existing dwelling units, alarms are permitted to be solely battery operated where repairs or alterations do not result in the removal of wall and ceiling finishes or there is no access by means of attic, basement or crawl } space. Refer to CRC Section R314 and CBC Sections 907.2.11.4 and 420.6.2. An electrical__permit is required for alarms which must be connected to the building wiring. As owner of the above -referenced property, I hereby certify that the alarm(s) referenced above has/have been installed in accordance with the manufacturer's instructions and in compliance with the California Building and California Residential Codes. The alarms have been tested and are operational, as of the date signed below. I have read and aaree to comnly with the terms and conditions of this statement Ow-ner �_ Owner Vnt'siN— o Snat �t.vv .....v.".. ............................ ............. (D-ate �.4..6.,'. (Con rac or Name: (Si naTur........... ...................................................... !Li6A...................................... (Da 1e:) ................... Smoke and CO form. doe revised 03118114 CUPE.RTI COwner ame WATER -CONSERVING PLUMBING FIXTURES OWNER CERTIFICATE OF COMPLIANCE COMMUNITY DEVELOPMENT DEPARTMENT . BUILDING DIVISION 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 Nil U40�) 777-3228 • FAX (408) 777-3333 - building Wcupertino.oig M016-160) ermit No, Is your real property a registered historical site? ❑ Yes Civil Code Sections 1101.1 through 1101.8 do not apply. Skip th rest of the form and sign bottom of form. N No Go to Question 2. Y ( t-`(! Does your real property have a licensed plumber certifying that, due to the age or configuration of the property or its plumbing, installation of water -conserving plumbing fixtures is not technically feasible? 11 Yes Civil Code Sections 1101.1 through 1101.8 do not apply. ❑ The licensed plumber's certification has been provided to the Building Division. Skip the rest of the form and sign bottom of form. ` (/I X] No Go to Question 3. Is water service permanently disconnected for your building? El Yes Civil Code Sections 1101.1 through 1101.8 do not apply. Skip the rest of the.form and si bottom of form. 19 No Go to Question 4. E x W �] Is your real property built and available for use or occupancy on or before January 1, 1994? ❑ No My real property is built and available for use or occupancy after January 1, 1994. Civil Code Sections 1101.1 through 1101.8 do not apply. Skip the rest of the form and sign bottom of form. Yes My real property is built and available for use or occupancy on or before January 1, 1994. Civil Code Sections 1101.1 through 1101.8 apply. Check one of the three following statements and sign bottom of form.. C, w 4 l( b I I b U Please check ONE of the following: N My property is a single-family residential real property. See Civil Code Section 1101.4. On and after January 1, 2014, building alterations or improvements shall require all non -compliant plumbing fixtures to be replaced with water -conserving plumbing fixtures throughout the building. On or before January 1, 2017, all non- compliant plumbing fixtures shall be replaced with water -conserving plumbing fixtures (regardless of whether property undergoes alterations or improvements). Y�, W / (Q ( 10 it My property is a multifamily residential real property. See Civil Code Section 1101.5. On and after January 1, 2014, specified building alterations or improvements shall require non- compliant plumbing fixtures to be replaced with water -conserving plumbing fixtures. On or before January 1, 2019, all non -compliant plumbing fixtures shall be replaced with water - conserving plumbing fixtures throughout the building (regardless of whether property undergoes alterations or improvements). ❑ My property is a commercial real property. See Civil Code Section 1101.5. On and after January 1, 2014, specified building alterations or improvements shall require non- compliant plumbing fixtures to be replaced with water -conserving plumbing fixtures. On or before January 1, 2019, all non -compliant plumbing fixtures shall be replaced with water conserving plumbing fixtures throughout the building "(regardless of whether property undergoes alterations or improvements). I, as the owner or owner's agent of this property, certify under penalty of perjury that non -compliant plumbing fixtures will be replaced prior to date specified above with water -conserving plumbing fixtures in accordance with Civil Code Sections 1101.1 through 1101.8, the current California Plumbing Code and California Green Building Standards Code, and manufacturer's installation requirements, and that the water -conserving plumbing fixtures comply with the requirements as indicated in the table on the following Dace. completing and signing this Certificate, please return it to the Building Division in order to final your building permit. SB4072015.doc revised 08126115