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B-2017-1494 • CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: CONTRACTOR: PERMIT NO:B-2017-1494 10881 SANTA TERESA DR CUPERTINO,CA 95014(356 15 005) SUNPOWER CORPORATION SYSTEMS. SAN JOSE,CA 95134 OWNER'S NAME: UPADHYAYAMIT JAND MINALA DATE ISSUED:09/07/2017 OWNER'S PHONE:408-784-8861 PHONE NO:(941)720-3850 LICENSED CONTRACTOR'S DECLARATION BUILDING PERMIT INFO: License Class A.B.C-10.C-46 Lic.#890895 BLDG _ELECT _PLUMB Contractor SUNPOWER CORPORATION SYSTEMS Date 02/28/2019 MECH X RESIDENTIAL_COMMERCIAL 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. JOB DESCRIPTION: (N)11-PANEL ROOF MOUNTED PV SYSTEM(3.96 KW) I hereby affirm under penalty of perjury one of the following two declarations: 1. I have and will maintain a certificate ofconsent to self-insure for Worker's ' Compensation,as provided for by Section 3700 of the Labor Code,for the .407 of,the work for which this permit is issued. 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 V' permit is issued. Sq.Ft Floor Area: Valuation:$5000.00 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 APN Number: Occupancy Type: and state laws relating to building construction,and hereby authorize 356 15 005 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 PERMIT EXPIRES IF WORK IS NOT STARTED may accrue against said City in consequence of the granting of this permit. WITHIN 180 DAYS OF PERMIT ISSUANCE OR Additionally,the applicant understands and will comply with all non-point source're ulations.per the Cupertino Municipal Code,Section 9.18. 180 DAYS FROM LAST CALLED INSPECTION. gnature Date 9/7/2017 Issued by:Abby Ayende Date:09/07/2017 OWNER-BUILDER DECLARATION I hereby':affirm that I am exempt from the Contractor's License Law for one of the RE-ROOFS: following two reasons: All roofs shall be inspected prior to any roofing material being installed.If a roof is 'ii!' I,as owner of the property,or my employees with wages as their sole installed without first obtaining an inspection,I agree to remove all new materials for compensation,will do the work,and the structure is not intended or offered for inspection. sale(Sec.7044,Business&Professions Code) z: I,as owner of the property,am exclusively contracting with licensed Signature of Applicant: contractors to construct the project(Sec.7044,Business&Professions Code). Date:9/7/2017 ' I hereby affirm under penalty of perjury one of the following three declarations: ALL ROOF COVERINGS TO BE CLASS"A"OR BETTER 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. HAZARDOUS MATERIALS DISCLOSURE z. rt I have and will maintain Worker's Compensation Insurance,as provided for by I have read the hazardous materials requirements under Chapter 6.95 of the Section 3700 of the Labor Code,for the performance of the work for which this California Health&Safety Code,Sections 25505,25533,and 25534. I will permit is'issued. maintain compliance with the Cupertino Municipal Code,Chapter 9.12 and the 3; I certify that in the performance of the work for which this permit is issued,I Health&Safety Code,Section 25532(a)should I store or handle hazardous shall not employ any person in any manner so as to become subject to the material. Additionally,should I use equipment or devices which emit hazardous air contaminants as defined by the Bay Area Air Quality Management District I Worker's Compensation laws of California. If,after making this certificate of will maintain compliance with the Cupertino Municipal Code,Chapter 9.12 and exemption,I become subject to the Worker's Compensation provisions of the the Health&Safety Code,Sections 25505,25533,and 25534. Labor Code,I must forthwith comply with such provisions or this permit shall _, be deemed revoked. /;Owner or authorized agent: APPLICANT CERTIFICATION ,Date:9/7/2017 I certify that I have read this application and state that the above information is CONSTRUCTION LENDING'& NCY • correct.I agree to comply with all city and county ordinances and state laws I hereby affirm that there is a construction lending agency for the performance relating to building construction,and hereby authorize representatives of this city !of work's for which this permit is issued(Sec.3097,Civ C.) to enter upon the above mentioned property for inspection purposes. (We)agree ,Lender's Name to save indemnify and keep harmless the City of Cupertino against liabilities, judgments,costs,and expenses which may accrue against said City in Lender's Address consequence of the granting of this permit. Additionally,the applicant understands and will comply with all non-point source regulations per the Cupertino Municipal ARCHITECT'S•DECLARATION Code,Section 9.18. I understand my plans shall be used as public records. Pro Signature Date 9/7/2017 Professional essional -' wv.1-- - , \\ ALTERNATIVE•ENERGY PERMIT APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT•:BUILDING DIVISION 10300 TORRE AVENUE r CUPERTINO,CA 95014-3255. CUPERTINO (408)7.77-3228•,FAX(408)777-3333•buildings cupertino.orq . • • PROJECT ADDRESS ..APN# -:'`1, .. IS.,00 .. , 'OWNER NAME �. . .. E MAIL - ::•r :vk c_) 6.a\C.. oa-48 6 i .. ' STREET ADDRESS CITY,STATE,ZIPFAX` - 1:©SE \- s c-3 cam. .7\T-O SC 0",s0c`.,C((.5 r r re ' C,t4,. ,. C\30:‘,-N ' CONTACT NAMEPHONE f E-MAIL nc, e V -265 tot : .:STREET ADDRESS : CITY,STATE,:ZIP FAX ❑OWNER 0 OWNER-BUILDER El OWNER AGENT ❑ CONTRACTORS -000NTRACTORAGENT. 0 ARCHITECT -❑ENGINEER• ❑,DEVELOPER 0 TENANT. "" CONTRACTOR NAMELICENSE NUMBER LICENSE TYPE ,BUS.LIC# s-.3L.4 Voc:u . . X9 0 `l /AA 6 (.\O:(46 . cSs-) 9v,..../�.c- bon03:,--c-. xwczui-AirXr..le.,• a7-..•_C`C.1,-, , STREET ADDRESS CITY,STATE ZIP '' , " 'PHONE ARCIIITECT/ENGINEERNAME LICENSE NUMBER BUS LIC it. ' ' COMPANY NAME E-MAII G FAX STREET ADDRESS "' CITY,STATE,ZIP \' PHONE . AA e4`.O • ng\Ps.. BSc_ 40.S.L 64 .. RS 1 L-'\ . . USE OF RID or Duplex 0 Multi-Family . PROJECT IN WILDLAND PROJECT.IN Commercial URBAN-INTERFACE AREA ❑ Yen 0 FLOOD.ZONE ❑ Yes 0.4i6-Fr ' STRUCTURE: - -Ii Wmercial - .. . . LAR PANELS . "❑-ELECTRIC'VEHICLE.CHARGING STATION . . . ❑ SOLAR WATER HEATING. ❑ OTHER: ,. . FOR SOLAR PANELS; NUMBER OF PANELS/UNITS: KILOWATTS(COMMERCIAL ONLY): 'TOTAL VALUATION: l vs c,4" Mcc;. sac\. ?V 5c..)s\ •clbY .J . 1. - .. RECEIVED BY: l 'j ...-pi_A D By My:signature below,I certify to each of the following: I am the,property owner or authorized agent to act on the property owner.'s'beh If I have read this application and the information I have provided is correct. I - ead the Description of Work and verify it is accurate.I agree to comply With all applicable local f ordinances and state laws relating to building construction. . autho e representatives of,Cupertino to enter the above-identified property for inspection purposes. Signature of Applicant/Agent: `7-1 Date: r+ } l SUPPLEMENTAL INFO TION REQUIRED ;, •'" OFFICE:USE ONLY ',. '❑ OVER-THE COUNTER F 0 EXPRESS ' • 0 STANDARD. ' , Q .0 LARGE a. p. _ _ .. . . . .. "❑ MAJOR . . . PVApp 2011.doc revised 03/16/11 , ' •t SMOKE CARBON MONOXIDE ALARMS . OWNER CERTIFICATE OF COMPLIANCE ;JP4 COMMUNITY DEVELOPMENT DEPARTMENT•BUILDING DIVISION CUPERTINO 10300 TORRE AVENUE•CUPERTINO,GA 95014-3255 (408)777-3228•FAX(408)777-3333•buildingecuoertino.org PERMIT CANNOT FINALED UNTIL THIS CERTIFICATE HAS BEEN COMPLETED,liana,AND;RETURNED TO TIM 111.3ILDING DIVISION PURPOSE 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 X X the bedroom(s) On every level of a dwelling unit including basements X X , Within each slee.ino-room X —1 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 specified below have been tested and are operational, as of the date signed below Address: 0 4I esA P 2. Permit No 0-2.011 -v-t qu Specify Number of Alarms: #Smoke Alarms. J #Carbon Monoxide Detectors: have read and agree to comply with the terms and conditions of this statement Owner(or Owner Agent's)Name; Signature . .Date:tt )1) )41 Contractor Name: uot g .9.cx,:5. Smoke and COfonn.doc revised 09/27116 NAZZ WATER-CONSERVING PLUMBING FIXTURES OWNER CERTIFICATE OF COMPLIANCE COMMUNITY DEVELOPMENT DEPARTMENT.BUILDING DIVISION CLiPERT"INQ 10300 TORRE AVENUE•CUPERTINO,CA 95014-3255 (408)777-3223•FAX(aha)777-3333 a bu Idina@cuoertlr,o.cm j 1 A Owner Name U • Permit N.. Addre s ... 8 Q� , gIVE 1 Is your real property a registered historical site? Yes Civil Code Sections 1101.1 through 1101.8 do not apply. Skip the rest of the form and sign bottom of form. Cb No Go to Question 2. 2. 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? El Yes Civil Code Sections 1101.1 through 1101.8 do not apply. 0 The licensed plumber's certification has been provided to the Building Division. Skip the rest of the form and sign bottom of form.. L No Go to Question 3. • 3. Is water service permanently disconnected for your building? 0 Yes Civil Code Sections 1101.1 through 1101.8 do not apply. Skip the rest of the form and sign bottom of form. Bi No Go to Question 4. 4. 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. it 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 s' + bottom of form.. 5. Please check ONE of the following: IA 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). 0 My property is a multzfamily 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). Cl Myproperty 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 page. €3vvner or Owner Agent's Signature; ? Date: �' "1_\ Upon completing and signing this Certificate,please return it t the uilding Division in order to final your building permit. SB407 2015.doc revised 08/26/15 SOLAR INDIVIDUAL PERMIT PACKAGE GRID TIED PHOTOVOLTAIC SYSTEM 10881 SANTA TERESA DRIVE (408) 784-8861 CUPERTINO, CALIFORNIA 95014 3.96 kW CODE INFORMATION APPLICABLE CODES, LAWS AND REGULATIONS 2016 CALIFORNIA RESIDENTIAL CODE (CRC) 2016 CALIFORNIA BUILDING CODE (CBC) 2016 CALIFORNIA FIRE CODE (CFC) 2016 CALIFORNIA ELECTRICAL CODE (CEC) PV SOLAR ARCHITECTURAL DRAWINGS SHEET 1 4 1 4 H A R B O U R W A Y S O U T HR I C H M O N D , C A 9 4 8 0 4( 5 1 0 ) 5 4 0 - 0 5 5 0C O R P O R A T I O N , S Y S T E M STHIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION,DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OFSUNPOWER CORPORATION IS STRICTLY FORBIDDEN.R E V I S I O N S SHEET INDEX SATELLITE IMAGE JOB NOTES PV SOLAR ELECTRICAL DRAWINGS PVE-1 ELECTRICAL SINGLE LINE DIAGRAM & PVE-2 ELECTRICAL CALCULATION PVE-3 ELECTRICAL DATA & SPECIFICATIONS SPECIFICATIONS PVE-4 PLACARD / CONDUCTOR & OCPD SIZING TABLE PVE-5 STRING DIAGRAM PVE-6 INSPECTION LIST & COMMISSION REPORT PV SOLAR ELECTRICAL DRAWINGS PVS-1~2 MOUNTING DETAILS PVS-3~4 STRUCTURAL CALCULATIONS PVS-5 STRUCTURAL LETTER SOLAR INDIVIDUAL PERMIT PACKAGEGRID TIED PHOTOVOLTAIC SYSTEMCOVER SHEET REV DESCRIPTION DATE DB CBDATE DB CB PVA-0 AHJ: CUPERTINO DRAWN BY PROJECT DATE DRAWN OPPORTUNITY DATE CHECKED SCALE CHECKED BYAMIT UPADHYAY10881 SANTA TERESA DRIVE CUPERTINO, CALIFORNIA 95014 RP-17793 09-05-2017 AFRANCISCOJR 09-05-2017 APATEL3.96 kW SPRI - FREMONT PROJECT LOCATION NTS PVE-7 ELECTRICAL DATA & SPECIFICATIONS PVA-0 COVER SHEET PVA-1 ARRAY LAYOUT PVA-2 ROOF 1 STRUCTURAL INFORMATION THE INSTALLATION OF THE PV SYSTEM SHALL CONFORM TO THE REQUIREMENTS OF THE 2016 CBC AND 2016 CEC, ARTICLE 690 AND ANY OTHER APPLICABLE ARTICLES STANDARDS. INSTALLATION SHALL BE PROVIDED BY A CALIFORNIA LICENSED CONTRACTOR (B, C-46 OR C-10)C A L I C E N S E # 8 9 0 8 9 5UTILITY: PACIFIC GAS & ELECTRIC CO Abby Ayende 09/07/17 09/07/17 B-2017-1494 Abby Ayende E-SUBROOF 1: 11 MODULESS A N T A T E R E S A D R I V E ƒ TO ELECTRIC UTILITY GRID (E) FENCE/GATE ROOF ACCESS PATH (E) GARAGE SHEET 1 4 1 4 H A R B O U R W A Y S O U T HR I C H M O N D , C A 9 4 8 0 4( 5 1 0 ) 5 4 0 - 0 5 5 0C O R P O R A T I O N , S Y S T E M STHIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION,DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OFSUNPOWER CORPORATION IS STRICTLY FORBIDDEN.R E V I S I O N S SOLAR INDIVIDUAL PERMIT PACKAGEGRID TIED PHOTOVOLTAIC SYSTEMARRAY LAYOUT REV DESCRIPTION DATE DB CBDATE DB CB PVA-1 DRAWN BY PROJECT DATE DRAWN OPPORTUNITY DATE CHECKED SCALE CHECKED BYAMIT UPADHYAY10881 SANTA TERESA DRIVE CUPERTINO, CALIFORNIA 95014 RP-17793 09-05-2017 AFRANCISCOJR 09-05-2017 APATEL3.96 kW SPRI - FREMONT NOTE: 1. MINOR FIELD ADJUSTMENTS ALLOWED BASED ON ACTUAL SITE CONDITION AND MEASUREMENTS. 2. QUAD OR TWIN BREAKER MAY BE REQUIRED. 3. COMP INSET REQUIRED. ROOF TYPE CONTRACT MODULE INVERTER TYPE STORY SYSTEM ROOF PITCH & QUANTITY AND QUANTITY HOME TYPE ORIENTATION CONSUMPTION MONITORING TBD W-TILE - COMP INSET 4.5:12 2 - STORY ƒ SPR-X22-360-D-AC (240) (11) SPR-X22-360-D-AC (240) (11) 1/16" = 1'-0" L E G E N D JUNCTION BOX EXISTING SERVICE POINT AND UTILITY METERING PROPERTY LINE 3' WIDE ACCESS PATH CONDUIT EXISTING SUB PANELE-SUB C A L I C E N S E # 8 9 0 8 9 5Abby Ayende 09/07/17 A T T I C A B C D PURLIN PURLIN BRACING SPACING (O.C.) LEGEND VALUE 22 86 42 36 2" X 4" 24 2" X 4" SHEET 1 4 1 4 H A R B O U R W A Y S O U T HR I C H M O N D , C A 9 4 8 0 4( 5 1 0 ) 5 4 0 - 0 5 5 0C O R P O R A T I O N , S Y S T E M STHIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION,DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OFSUNPOWER CORPORATION IS STRICTLY FORBIDDEN.R E V I S I O N S SOLAR INDIVIDUAL PERMIT PACKAGEGRID TIED PHOTOVOLTAIC SYSTEMREV DESCRIPTION DATE DB CBDATE DB CB PVA-2 DRAWN BY PROJECT DATE DRAWN OPPORTUNITY DATE CHECKED SCALE CHECKED BYAMIT UPADHYAY10881 SANTA TERESA DRIVE CUPERTINO, CALIFORNIA 95014 RP-17793 09-05-2017 AFRANCISCOJR 09-05-2017 APATEL3.96 kW SPRI - FREMONT FIG.A: MODULE PLACEMENT AND FRAMING DETAIL: FIG.B: STRUCTURAL FRAMING DETAIL (NTS) LEGEND EXISTING RAFTER ROOF ATTACHMENT RAIL CHIMNEY ROOF VENT VENT PIPE 3' WIDE ACCESS PATH 1/8" = 1'-0" ROOF 1 ROOF 1 C A L I C E N S E # 8 9 0 8 9 5 STRUCTURAL INFORMATION Abby Ayende 09/07/17 72 CELL MODULE 96 CELL MODULE x WEIGHT OF INSTALLED ARRAY: 3.5 PSF x STAGGER ATTACHMENTS WHEREVER POSSIBLE x INVISIMOUNT RAILS SHALL BE POSITIONED IN THE NON-CROSS HATCHED REGIONS FIGURE 1: PLAN VIEW, TYPICAL ARRAY LAYOUT END CLAMP MID CLAMP FIGURE 2: INVISIMOUNT MOUNTING CLAMP POSITIONING DETAILS x NOTE: POINT LOADS SHOWN IN TABLE ABOVE (lb) ARE FOR EACH ATTACHMENT ASSUMING MAX SPACING SHOWN IS USED. x LOADS SHOWN ARE LRFD LOADS. RISK CATEGORY II, V = 110 MPH BASIC WIND SPEED, EXPOSURE C, 0 PSF GROUND SNOW LOAD, Ss = 2.999g MAX SPACING MAX CANTILEVER MAX UPLIFT MAX DOWNFORCE ZONE 1 96 in 27 in 21 psf 16 psf 427 lbs 331 lbs ZONE 2 72 in 19 in 42 psf 16 psf 638 lbs 248 lbs ZONE 3 48 in 15 in 65 psf 16 psf 663 lbs 165 lbs PV MODULE PV MODULE PV MODULE PV MODULE FIGURE 3: INVISIMOUNT ROOF ATTACHMENT DETAILS @ TRUSS / RAFTERS FIGURE 4: INVISIMOUNT ROOF ATTACHMENT DETAILS @ BLOCKED LOCATIONS SHEET 1 4 1 4 H A R B O U R W A Y S O U T HR I C H M O N D , C A 9 4 8 0 4( 5 1 0 ) 5 4 0 - 0 5 5 0C O R P O R A T I O N , S Y S T E M STHIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION,DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OFSUNPOWER CORPORATION IS STRICTLY FORBIDDEN.R E V I S I O N S SOLAR INDIVIDUAL PERMIT PACKAGEGRID TIED PHOTOVOLTAIC SYSTEMMOUNTING DETAILS REV DESCRIPTION DATE DB CBDATE DB CB PVS-1 DRAWN BY PROJECT DATE DRAWN OPPORTUNITY DATE CHECKED SCALE CHECKED BYAMIT UPADHYAY10881 SANTA TERESA DRIVE CUPERTINO, CALIFORNIA 95014 RP-17793 09-05-2017 AFRANCISCOJR 09-05-2017 APATEL3.96 kW SPRI - FREMONT NTSC A L I C E N S E # 8 9 0 8 9 5Abby Ayende 09/07/17 FLAT ROOF +,3 522) ƒ ڧ ” ƒ GABLE ROOF (ڧ ” ƒ *$%/( 522) ƒ ڧ ” ƒ INTERIOR ZONES ZONE 1 LEGEND END ZONES ZONE 2 CORNER ZONES ZONE 3 FIGURE A:ROOF ZONES PER ASCE 7-10 FIGURE B: INVISMOUNT STRUCTURAL CALCULATION Structural Calculations - PV racking & attachment IBC 2012/2015 Building Code: CBC 2016, ASCE 7-10 Dimensions Roof height: 30 ft Roof slope: 19.00 deg PV module long dimension: 5.12 ft PV module short dimension: 3.43 ft Rail tributary width: 2.56 ft Gable End Width, W = 40.00 ft Ridge Length, L = 60.00 ft Dead Loads Rail: 0.56 lb/ft 0.2 psf Module: 46 lb 2.6 psf Total: 2.8 psf 7.3 lb/ft along rail Load normal to PV surface: 6.86 lb/ft along rail Load parallel to PV surface: 2.36 lb/ft along rail Snow Loads Ground snow load pg: 0psf (ASCE 7 Figure 7-1 and Table 7-1) Ct: 1.20 (ASCE 7 Table 7-3) Ce: 0.90 (ASCE 7 Table 7-2) Is: 1 (ASCE 7 Table 1.5-2) Cs: 0.93 (ASCE 7 Figure 7-2) Flat roof snow load pf: 0.00 psf (ASCE 7 Equation 7.3-1) Sloped roof snow load ps: 0.00 psf (ASCE 7 Equation 7.4-1) Load normal to PV surface: 0.00 lb/ft along rail Load parallel to PV surface: 0.00 lb/ft along rail Wind Loads Wind Speed V: 110 mph (ASCE 7 Figure 26.5-1) Exposure: C (ASCE 7 Section 26.7.3) Kz: 0.98 (ASCE 7 Table 30.3-1) Kzt: 1.00 (ASCE 7 Section 26.8.2) Kd: 0.85 (ASCE 7 Table 26.6-1) q = 0.00256KzKztKdV^2 = 25.86 psf (ASCE 7 Equation 30.3-1) GCp, Zone 1 Up -0.90 (ASCE 7 Figure 30.4-2) GCp, Zone 2 Up -1.70 (ASCE 7 Figure 30.4-2) GCp, Zone 3 Up -2.60 (ASCE 7 Figure 30.4-2) GCp, Down 0.50 (ASCE 7 Figure 30.4-2) Width of edge and corner zones, a = 4.00 ft (ASCE 7 Figure 30.4-2) SHEET 1 4 1 4 H A R B O U R W A Y S O U T HR I C H M O N D , C A 9 4 8 0 4( 5 1 0 ) 5 4 0 - 0 5 5 0C O R P O R A T I O N , S Y S T E M STHIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION,DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OFSUNPOWER CORPORATION IS STRICTLY FORBIDDEN.R E V I S I O N S SOLAR INDIVIDUAL PERMIT PACKAGEGRID TIED PHOTOVOLTAIC SYSTEMMOUNTING DETAILS & STRUCTURAL CALCULATIONS REV DESCRIPTION DATE DB CBDATE DB CB PVS-2 DRAWN BY PROJECT DATE DRAWN OPPORTUNITY DATE CHECKED SCALE CHECKED BYAMIT UPADHYAY10881 SANTA TERESA DRIVE CUPERTINO, CALIFORNIA 95014 RP-17793 09-05-2017 AFRANCISCOJR 09-05-2017 APATEL3.96 kW SPRI - FREMONT NTSC A L I C E N S E # 8 9 0 8 9 5Abby Ayende 09/07/17 FIGURE A: INVISMOUNT STRUCTURAL CALCULATION FIGURE B: INVISMOUNT STRUCTURAL CALCULATION Roof Wind Zone Dimensions Width of edge and corner zones, a = 4.00 ft (ASCE 7 Figure 30.4-2) Maximum Allowable Spacings Designed attachment spacing, zone 1 96.00 in Designed attachment spacing, zone 2 72.00 in Designed attachment spacing, zone 3 48.00 in Max allowable cantilever, zone 1 27.00 in Max allowable cantilever, zone 2 19.00 in Max allowable cantilever, zone 3 15.00 in Check Strength of Rail Zone 1 Mmax,up = 1/8*w*L2 = -427 lb-ft Zone 2 Mmax,up = 1/8*w*L2 = -478 lb-ft Zone 3 Mmax,up = 1/8*w*L2 = -332 lb-ft Mallow,up = -548 lb-ft All Zones D/Cup = 0.87 OK Zone 1 Mmax,down = 1/8*w*L2 = 331lb-ft Zone 2 Mmax,down = 1/8*w*L2 = 186 lb-ft Zone 3 Mmax,down = 1/8*w*L2 = 83 lb-ft Mallow,down = 580 lb-ft All Zones D/Cdown = 0.57 OK Attachment Allowable Loads Zone 1 Tup = w*L = -427 lb Zone 2 Tup = w*L = -638 lb Zone 3 Tup = w*L = -663 lb Tattach,up = -1072 lb All Zones D/Cup = 0.62 OK Zone 1 Pdown = w*L = 331lb Zone 2 Pdown = w*L = 248 lb Zone 3 Pdown = w*L = 165 lb Pattach,down = 999 lb All Zones D/Cdown = 0.33 OK Zone 1 Vattach = w*L = 118 lb Zone 2 Vattach = w*L = 89 lb Zone 3 Vattach = w*L = 59 lb Zone 1 Vattach,shear = 390 lb Zone 2 Vattach,shear = 390 lb Zone 3 Vattach,shear = 390 lb All Zones D/Cattach = 0.30 OK Lag Bolt Allowable Loads Zone 1 Tup = w*L = -427 lb Zone 2 Tup = w*L = -638 lb Zone 3 Tup = w*L = -663 lb Tlag,up = -1073 lb All Zones D/Cup = 0.62 OK Zone 1 Pdown = w*L = 331lb Zone 2 Pdown = w*L = 248 lb Zone 3 Pdown = w*L = 165 lb Plag,down = 1073 lb All Zones D/Cdown = 0.31 OK Zone 1 Vattach = w*L = 118 lb Zone 2 Vattach = w*L = 89 lb Zone 3 Vattach = w*L = 59 lb Vlag,shear = 390 lb All Zones D/Cattach = 0.30 OK Zone 1 Pressure Up = -23.28 psf (ASCE 7 Equation 30.4-1) Zone 2 Pressure Up = -43.97 psf (ASCE 7 Equation 30.4-1) Zone 3 Pressure Up = -67.24 psf (ASCE 7 Equation 30.4-1) All Zones Pressure Down = 12.93 psf (ASCE 7 Equation 30.4-1) Zone 1 Load normal to PV surface Up = -59.55 lb/ft along rail Zone 2 Load normal to PV surface Up = -112.48 lb/ft along rail Zone 3 Load normal to PV surface Up = -172.03 lb/ft along rail All Zones Load normal to PV surface Up = 33.08 lb/ft along rail Seismic Loads Ss: 2.999 g (ASCE 7 Figure 22-1) Site Class:D (ASCE 7 Section 11.4.2 - Assumed) Fa: 1 (ASCE 7 Table 11.4-1 -Site Class D) Sms: 2.999 (ASCE 7 Equation 11.4-1) Sds: 1.999333 (ASCE 7 Equation 11.4-3) Ip: 1.00 (ASCE 7 Section 13.1.3) ap: 1 (ASCE 7 Table 13.6-1) Rp: 1.5 (ASCE 7 Table 13.6-1) z/h: 1.00 (ASCE 7 Section 13.3.1) Fp = (0.4*ap*Sds*Wt*(1 + 2*zh)) / (Rp/Ip) = 4.54 psf (ASCE 7 Section 13.3.1) Fv = 0.2*Sds*Wt = 1.13 psf (ASCE 7 Equation 12.4-4) Horizontal load Eh: 11.61 lb/ft along rail Vertical load Ev = 0.2*Sds*Wt = 2.90 lb/ft along rail Load normal to PV surface: +/- -1.04 lb/ft along rail Load parallel to PV surface: +/- 11.92 lb/ft along rail Load Combinations - lb/ft along rail 1.4D 9.6 DOWNNORMAL TO PV SURFACE1.2D+1.6S+0.5W (All Zones) 24.8 1.2D+0.5S+1.0W (All Zones) 41.3 1.2D+1.0E+0.2S 7.2 0.9D+1.0W (Zone 1) -53.4 UP 0.9D+1.0W (Zone 2) -106.3 0.9D+1.0W (Zone 3) -165.9 1.4D 3.3 DOWN PARALLEL 1.2D+1.6S 2.8 1.2D+0.5S 2.8 1.2D+1.0E+0.2S 14.8 0.9D 2.1 Maximum Demands on Rail/Connections Worst Case Uplift Zone 1 -53.37 plf Worst Case Uplift Zone 2 -106.30 plf Worst Case Uplift Zone 3 -165.85 plf Worst Case Downward 41.32 plf Worst Case Seismic Demand 7.20 plf Worst Case Shear for Uplift Cases 2.13 plf Worst Case Shear for Downward Cases 3.31 plf Worst Case Shear for Seismic Cases 14.76 plf SHEET 1 4 1 4 H A R B O U R W A Y S O U T HR I C H M O N D , C A 9 4 8 0 4( 5 1 0 ) 5 4 0 - 0 5 5 0C O R P O R A T I O N , S Y S T E M STHIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION,DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OFSUNPOWER CORPORATION IS STRICTLY FORBIDDEN.R E V I S I O N S SOLAR INDIVIDUAL PERMIT PACKAGEGRID TIED PHOTOVOLTAIC SYSTEMSTRUCTURAL CALCULATION REV DESCRIPTION DATE DB CBDATE DB CB PVS-3 DRAWN BY PROJECT DATE DRAWN OPPORTUNITY DATE CHECKED SCALE CHECKED BYAMIT UPADHYAY10881 SANTA TERESA DRIVE CUPERTINO, CALIFORNIA 95014 RP-17793 09-05-2017 AFRANCISCOJR 09-05-2017 APATEL3.96 kW SPRI - FREMONT NTSC A L I C E N S E # 8 9 0 8 9 5Abby Ayende 09/07/17 5/16" Diameter Lag Bolt Capacities (lbs) Axial Capacity - Tension NDS LRFD Number of bolts = 1 Thread penetration = 2 inch Bolt diameter, D = 0.3125 inch Specific gravity, G = 0.49 (Douglas Fir or equal) Withdrawal value, W = 258lb; NDS Table 11.2A Load duration factor, Cd = 1 ; Section 10.3.2 (LRFD design) Wet service factor, Cm = 1 ; Section 10.3.3 (wood in continuously dry condition) Temperature factor, Ct = 1 ; 6HFWLRQ  QR VXVWDLQHG WHPS ! ƒ) End grain factor, Ceg = 1 ; Section 11.5.2 (no end grain) Toe-Nail factor, Ctn = 1 ; Section 11.5.4 (no toe nail) Format conversion factor, Kf 3.32 ; Table N1 (Connections) 5HVLVWDQFH IDFWRU ĭ] ߰ 0.65 ; Table N2 (Connections) 7LPH HIIHFW IDFWRU NJ ߰ 1 ; Table N3 (Wind/Seismic) ĭ7Q ߰ 1115 lb; Table 10.3.1 1073 per test Single shear between sheathing and rafter NDS LRFD Specific gravity, G = 0.49 (Douglas Fir or equal) Load direction relative to grain in main member, LJm = 90 (Perpendicular to grain) Load direction relative to grain in size member, LJs = 90 (Perpendicular to grain) Bolt root diameter, Dr = 0.227 inch Bolt nominal diameter, D = 0.3125 inch Yield strength of bolt, Fyb = 60000 psi (NDS Table 11J) Penetration in main member, lm = 2 inch (rafter) Bearing strength in main member parallel to grain, Fem,parallel = 5488 psi (NDS Table 11.3.2) Bearing strength in main member perpendicular to grain, Fem, perp = 3879 psi (NDS Table 11.3.2) Bearing strength in main member, Fem = 3879 psi (NDS Table 11.3.2) Penetration in side member, ls = 0.4375 inch (Sheathing) Bearing strength in side member parallel to grain, Fes,parallel = 5488 psi (NDS Table 11.3.2) Bearing strength in side member perpendicular to grain, Fes, perp = 3879 psi (NDS Table 11.3.2) Bearing strength in side member, Fes = 3879 psi (NDS Table 11.3.2) Re = Fem/Fes = 1.000 1 + Re = 2.000 1 + 2*Re = 3.000 2 + Re = 3.000 Rt = lm/ls = 4.571 1 + Rt = 5.571 1 + Rt + Rt^2 = 26.469 KLJ = 1.250 k1 = 1.540 k2 = 1.097 k3 = 2.511 kd = 2.770 Mode Im: 509 lb (NDS Eq. 11.3-1) Mode Is: 111 lb (NDS Eq. 11.3-2) Mode II: 171 lb (NDS Eq. 11.3-3) Mode IIIm: 186 lb (NDS Eq. 11.3-4) Mode IIIs: 93 lb (NDS Eq. 11.3-5) Mode IV: 131 lb (NDS Eq. 11.3-6) Number of bolts = 1 Z = 93 lb; Minimum of above modes Load duration factor, Cd = 1 ; Section 10.3.2 (LRFD design) Wet service factor, Cm = 1 ; Section 10.3.3 (wood in continuously dry condition) Temperature factor, Ct = 1 ; 6HFWLRQ  QR VXVWDLQHG WHPS ! ƒ) Group action factor, Cg = 1 ; Section 10.3.6 (2 bolts @ 2.75" spacing in 7/16" sheathing) *HRPHWU\ IDFWRU &Ʃ ߰ 1 ; Section 11.5.1 (large spacing and edge distance) End grain factor, Ceg = 1 ; Section 11.5.2 (no end grain) Diaphragm factor, Cdi = 1 ; Section 11.5.3 (no nails or spikes) Toe-Nail factor, Ctn = 1 ; Section 11.5.4 (no toe nail) Format conversion factor, Kf = 3.32 ; Table N1 (Connections) 5HVLVWDQFH IDFWRU ĭ] ߰ 0.65 ; Table N2 (Connections) 7LPH HIIHFW IDFWRU NJ ߰ 1 ; Table N3 (Wind/Seismic) ĭ9Q ߰ 201 lb; Table 10.3.1 390 per test FIGURE A: ROOF ATTACHMENT STRUCTURAL CALCULATION SHEET 1 4 1 4 H A R B O U R W A Y S O U T HR I C H M O N D , C A 9 4 8 0 4( 5 1 0 ) 5 4 0 - 0 5 5 0C O R P O R A T I O N , S Y S T E M STHIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION,DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OFSUNPOWER CORPORATION IS STRICTLY FORBIDDEN.R E V I S I O N S SOLAR INDIVIDUAL PERMIT PACKAGEGRID TIED PHOTOVOLTAIC SYSTEMSTRUCTURAL CALCULATION REV DESCRIPTION DATE DB CBDATE DB CB PVS-4 DRAWN BY PROJECT DATE DRAWN OPPORTUNITY DATE CHECKED SCALE CHECKED BYAMIT UPADHYAY10881 SANTA TERESA DRIVE CUPERTINO, CALIFORNIA 95014 RP-17793 09-05-2017 AFRANCISCOJR 09-05-2017 APATEL3.96 kW SPRI - FREMONT NTSC A L I C E N S E # 8 9 0 8 9 5Abby Ayende 09/07/17 ELECTRICAL NOTES CHECK BOX FOR WHETHER SYSTEM IS GROUNDED OR UNGROUNDED: GROUNDED (INCLUDE GEC) UNGROUNDED FOR UNGROUNDED SYSTEMS: x DC OCPD DISCONNECT BOTH CONDUCTORS OF EACH SOURCE CIRCUIT. x UNGROUNDED CONDUCTORS MUST BE IDENTIFIED PER 210.5(C). WHITE FINISHED CONDUCTORS ARE NOT PERMITTED. 9 1. PROPER LISTING EXPECTED FOR CONDITIONS OF USE ON ALL LUGS, FITTINGS, CRIMPS, ETC. 2. ALL CONDUIT BEND RADII TO CONFORM TO THE NEC MINIMUM BEND RADII REQUIREMENTS. 3. MINIMUM CLEARANCE SHALL BE MAINTAINED PER NEC FOR ALL NEW EQUIPMENTS TO BE INSTALLED. 4. EXISTING GROUNDING ELECTRODE SYSTEM MUST MEET NEC AND LOCAL UTILITY REQUIREMENTS. 5. COPPER CONDUCTORS SHALL BE USED UNLESS SPECIFIED. 6. TYPE NM (ROMEX) CONDUCTORS ARE ALLOWED FOR INTERNAL AND ATTIC RUNS AND SHALL BE INSTALLED MEETING NEC REQUIREMENTS. 7. IF MAIN SERVICE PANEL IS TO BE UPGRADED, IT WILL BE PERMITTED AND INSTALLED BY 3RD PARTY. 8. AC WIRING SHALL UPSIZE IF VOLTAGE DROP EXCEEDS 2%. 9. RUN CONDUCTORS IN EXISTING CONDUIT WHEN AVAILABLE PROVIDED IT HAS NO OTHER CONDUCTORS RUNNING THROUGH IT. 10. EQUIVALENT SPECIFICATION ON CABLES AND ELECTRICAL EQUIPMENT SPECIFIED ARE ACCEPTABLE. 11. AS DC POWER IS INTERNAL TO THE MODULE, GROUNDING ELECTRODE CONDUCTOR (GEC) FOR THE MODULE OR ARRAY IS NOT REQUIRED. CONDUCTOR / CONDUIT SCHEDULE DESCRIPTION & CONDUCTOR TYPE CONDUCTOR SIZE (AWG)CONDUIT/CABLE TYPE A TAG B C TAG 1 2 3 4 5 6 7 8 9 DC / DC CONVERTERS SOURCE CIRCUIT JUNCTION BOX SEPARATE DC DISCONNECT INTERNAL INVERTER DC DISCONNECT STRING INVERTER SOLAR LOAD CENTER PV PRODUCTION METER SEPARATE AC DISCONNECT DESCRIPTION NO NO YES CONDUIT SIZE -- NUMBER OF CONDUCTORS WITH EGC 1#12 D SOLAR AC MODULE / BRANCH ACM SUNPOWER PROVIDED AC MODULES EXTENSION CABLE, LISTED AS AN ASSEMBLY NO NO #12 2 TYPE-ER, PER BRANCH CIRCUIT 1 FIGURE A: SINGLE LINE DIAGRAM - 3.96 kWAC 15A, 2P NOTE: CT'S MUST BE CLAMPED TO THE MAIN SERVICE PANEL CURRENT TRANSFORMERS (150A) PVS5X ETHERNET CONNECTION TO DSL/CABLE MODEM CAT5e 1 2 #14 #14 #22 THWN AWG TWISTED PAIRAWG TWISTED PAIR EGC: THWN #14 #14 #22 EMT 1/2" 3 EMT 1/2" C D NO 125 A, 120/240V, 1PH, 3W (E) SUB-PANEL M.L.O. , NEMA-3R LOCATION: INSIDE GARAGE MANUF: MURRAY *MSP MAX PV BREAKER (A) = [125 (A) x 120% ] - 100 (A) = 50 A *ACTUAL PV BREAKER INSTALLED IN SUB PANEL MUST BE LESS THAN OR EQUAL TO MSP MAX PV BREAKER THE COMBINED OVERCURRENT PROTECTION CANNOT EXCEED 120% OF THE BUSBAR RATING E MLO PV BREAKER: TO BE INSTALLED ON THE OPPOSITE SIDE OF THE MAIN OCPD OF THE BUSS ROOFTOP ARRAY WIRING A DC AC 1 SUNPOWER MODULES SPR-X22-360-D-AC (240) Branch Circuit # 1 11 AC MODULES NONO EXISTING GROUND HMCB INCOMING SOURCE FEED , 120/240V, 1PH, 3W *MSP MAX PV BREAKER (A) = X 120% - = LOCATION: MANUF: (E) UTILITY BIDIRECTIONAL METER #: (E) MAIN SERVICE PANEL 100A, 2P 125A 100A, 2P 50A, 2P 125A RIGHT EXT WALL ZINSCO 1006504343 BRANCH CIRCUIT SUMMARY BRANCH # ROOF LOCATION 1 2 3 4 5 6 ROOF 1 - - - - - - - - - - NOTE: BELOW ARE OPTIONAL OFFERINGS AND SHALL ONLY BE INSTALLED IF THE HOMEOWNER SIGNS A SPECIFIC CONTRACT WITH SUNPOWER. x SUNPOWER MONITORING SYSTEM B JUNCTION BOX, NEMA-3R, HOFFMAN A12R106 OR EQUIVALENT 3 THWN-2 EGC: THWN-2 1 2 #10 #10 EMT 3/4" NO 20A, 2P EXISTING QUAD OR TWIN BREAKER MAY BE REQUIRED. SHEET 1 4 1 4 H A R B O U R W A Y S O U T HR I C H M O N D , C A 9 4 8 0 4( 5 1 0 ) 5 4 0 - 0 5 5 0C O R P O R A T I O N , S Y S T E M STHIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION,DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF SUNPOWER CORPORATION IS STRICTLY FORBIDDEN.R E V I S I O N S SOLAR INDIVIDUAL PERMIT PACKAGEGRID TIED PHOTOVOLTAIC SYSTEMELECTRICAL SINGLE LINE DIAGRAM & SPECIFICATIONS REV DESCRIPTION DATE DB CBDATE DB CB PVE-1 DRAWN BY PROJECT DATE DRAWN OPPORTUNITY DATE CHECKED SCALE CHECKED BYAMIT UPADHYAY10881 SANTA TERESA DRIVE CUPERTINO, CALIFORNIA 95014 RP-17793 09-05-2017 AFRANCISCOJR 09-05-2017 APATEL3.96 kW SPRI - FREMONT NTSC A L I C E N S E # 8 9 0 8 9 5Abby Ayende 09/07/17 ELECTRICAL CALCULATIONS AC, BRANCH 1 FIGURE C: ELECTRICAL CALCULATIONS ROOF JCT BOX TO SUB-PANEL WIRING - BRANCH 1 #10 NUMBER OF MODULES PER BRANCH CIRCUIT 11 VOLTAGE 240 V BRANCH CURRENT: IOUT = 14.63 A MINIMUM WIRE AMPACITY: IMAX = IOUT x 1.25 18.29 A CONDUCTOR DE-RATING MAXIMUM AMBIENT TEMPERATURE ƒ& TEMPERATURE ADDER ƒ& TEMPERATURE USED FOR AMPACITY DE-RATING ƒ& TEMPERATURE DE-RATING COEFFICIENT 0.58 FILL DE-RATING COEFFICIENT 1 IWIRE_MIN = IMAX / TEMP_COEFF / FILL_COEFF 25.22 A WIRE SIZE AMPACITY = MAX OF (Imax OR Iwire_min) 25.22 A WIRE SIZE SELECTED BASED ON AMPACITY #10 AMPACITY AT TERMINATION (>WIRE SIZE AMPACITY) 35 A CONDUCTOR SIZE #10 CONDUCTOR SIZE ADJUSTED FOR VOLTAGE DROP #10 1.29% OVERCURRENT PROTECTION 20A, 2P MINIMUM OCPD = IOUT x 1.25 18.29 A NEXT LARGER OCPD SIZE 20 A VOLTAGE DROP AT 85 FT DISTANCE SHEET 1 4 1 4 H A R B O U R W A Y S O U T HR I C H M O N D , C A 9 4 8 0 4( 5 1 0 ) 5 4 0 - 0 5 5 0C O R P O R A T I O N , S Y S T E M STHIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION,DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OFSUNPOWER CORPORATION IS STRICTLY FORBIDDEN.R E V I S I O N S SOLAR INDIVIDUAL PERMIT PACKAGEGRID TIED PHOTOVOLTAIC SYSTEMELECTRICAL CALCULATION REV DESCRIPTION DATE DB CBDATE DB CB PVE-2 DRAWN BY PROJECT DATE DRAWN OPPORTUNITY DATE CHECKED SCALE CHECKED BYAMIT UPADHYAY10881 SANTA TERESA DRIVE CUPERTINO, CALIFORNIA 95014 RP-17793 09-05-2017 AFRANCISCOJR 09-05-2017 APATEL3.96 kW SPRI - FREMONT NTSC A L I C E N S E # 8 9 0 8 9 5Abby Ayende 09/07/17 PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN AMPS VOLTS CAUTION: SOLAR CIRCUIT 1. MATERIAL USED FOR THE SIGNAGE SHALL BE REFLECTIVE, WEATHER RESISTANT AND SUITABLE FOR THE ENVIRONMENT. 2. ALL SIGNAGE SHALL HAVE ALL CAPITAL LETTERS WITH MINIMUM 38" LETTER HEIGHT, WHITE ON RED BACKGROUND. 3. MAIN SERVICE DISCONNECT MARKING SHALL BE PLACED ADJACENT TO MAIN SERVICE DISCONNECT IN A LOCATION CLEARLY VISIBLE FROM THE LOCATION WHERE THE LEVER IS OPERATED. 4. MARKING IS REQUIRED ON ALL INTERIOR AND EXTERIOR DC CONDUIT, RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES, AND JUNCTION BOXES TO ALERT THE FIRE SERVICE TO AVOID CUTTING THEM. MARKINGS SHALL BE PLACED EVERY 10', AT TURNS AND ABOVE AND/OR BELOW PENETRATIONS, AND AT ALL DC COMBINER AND JUNCTION BOXES. 5. DO NOT USE SCREWS FOR SIGNAGE ATTACHMENT. USE ONLY APPROVED ADHESIVE. SIGNAGE NOTES x x x x ELECTRICAL DATA & SPECIFICATIONS PV SOLAR BREAKER DO NOT RELOCATE THIS OVERCURRENT DEVICE x x x WARNING! ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. x x x PHOTOVOLTAIC POINT OF INTERCONNECTION WARNING: ELECTIC SHOCK HAZARD. DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION. FOR SERVICE DE-ENERGIZE BOTH SOURCE AND MAIN BREAKER PV POWER SOURCE x x MAXIMUM RATED AC OUTPUT CURRENT: MAXIMUM OPERATING AC VOLTAGE: x x x WARNING ELECTRICAL SHOCK HAZARD IF A GROUND FAULT IS INDICATED NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED & ENERGIZED x x x WARNING: DUAL POWER SOURCES. SECOND SOURCE IS PHOTOVOLTAIC SYSTEM MWARNING: INVERTER OUTPUT CONNECTION; DO NOT RELOCATE THIS OVERCURRENT DEVICE (E) SUB PANEL SUB PANEL WARNING: PHOTOVOLTAIC POWER SOURCE JBOX 14.63 A 240 V SHEET 1 4 1 4 H A R B O U R W A Y S O U T HR I C H M O N D , C A 9 4 8 0 4( 5 1 0 ) 5 4 0 - 0 5 5 0C O R P O R A T I O N , S Y S T E M STHIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION,DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OFSUNPOWER CORPORATION IS STRICTLY FORBIDDEN.R E V I S I O N S SOLAR INDIVIDUAL PERMIT PACKAGEGRID TIED PHOTOVOLTAIC SYSTEMELECTRICAL DATA & SPECIFICATIONS REV DESCRIPTION DATE DB CBDATE DB CB PVE-3 DRAWN BY PROJECT DATE DRAWN OPPORTUNITY DATE CHECKED SCALE CHECKED BYAMIT UPADHYAY10881 SANTA TERESA DRIVE CUPERTINO, CALIFORNIA 95014 RP-17793 09-05-2017 AFRANCISCOJR 09-05-2017 APATEL3.96 kW SPRI - FREMONT NTSC A L I C E N S E # 8 9 0 8 9 5Abby Ayende 09/07/17 E-SUBFILE: RP-17793-IP-PLSOLAR-PVE-4.dwg, USER: afranciscojr, DATE/TIME: Sep 05, 2017 - 10:02amPOWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECT(S) LOCATED AS SHOWN: CAUTION: PHOTOVOLTAIC ARRAY ON ROOF SERVICE POINT & UTILITY METERING (E) SUB PANEL PLACARD SIGNAGE / CONDUCTOR & OCP SIZING TABLE FIGURE 2: CONDUCTOR AND OCPD SIZING TABLEFIGURE 1: PLACARD IDENTIFYING LOCATION OF DISCONNECTS AND POWER SOURCES SHEET 1 4 1 4 H A R B O U R W A Y S O U T HR I C H M O N D , C A 9 4 8 0 4( 5 1 0 ) 5 4 0 - 0 5 5 0C O R P O R A T I O N , S Y S T E M STHIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION,DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OFSUNPOWER CORPORATION IS STRICTLY FORBIDDEN.R E V I S I O N S SOLAR INDIVIDUAL PERMIT PACKAGEGRID TIED PHOTOVOLTAIC SYSTEMPLACARD / CONDUCTOR & OCPD SIZING TABLE REV DESCRIPTION DATE DBDATE DB PVE-4 DRAWN BY PROJECT DATE DRAWN OPPORTUNITY DATE CHECKED SCALE CHECKED BYAMIT UPADHYAY10881 SANTA TERESA DRIVE CUPERTINO, CALIFORNIA 95014 RP-17793 09-05-2017 AFRANCISCOJR 09-05-2017 APATEL3.96 kW SPRI - FREMONT NTS 10881 SANTA TERESA DRIVE C A L I C E N S E # 8 9 0 8 9 5CBCB Abby Ayende 09/07/17 PPPPPPPPPPPRRRRRRRRRRRE-SUBROOF 1: 11 MODULES ƒ SHEET 1 4 1 4 H A R B O U R W A Y S O U T HR I C H M O N D , C A 9 4 8 0 4( 5 1 0 ) 5 4 0 - 0 5 5 0C O R P O R A T I O N , S Y S T E M STHIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION,DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OFSUNPOWER CORPORATION IS STRICTLY FORBIDDEN.R E V I S I O N S SOLAR INDIVIDUAL PERMIT PACKAGEGRID TIED PHOTOVOLTAIC SYSTEMSTRING DIAGRAM REV DESCRIPTION DATE DB CBDATE DB CB PVE-5 DRAWN BY PROJECT DATE DRAWN OPPORTUNITY DATE CHECKED SCALE CHECKED BYAMIT UPADHYAY10881 SANTA TERESA DRIVE CUPERTINO, CALIFORNIA 95014 RP-17793 09-05-2017 AFRANCISCOJR 09-05-2017 APATEL3.96 kW SPRI - FREMONT 41/256" = 1'-0" INSTALLER NAME: _____________________ BRANCH VOLTAGES: 1. 2. 3. 4. 5. 6.C A L I C E N S E # 8 9 0 8 9 5Abby Ayende 09/07/17 FIGURE 1: SUNPOWER QUALITY INSPECTION LIST FIGURE 2: SUNPOWER ELECTRICAL COMMISSIONING REPORT SHEET 1 4 1 4 H A R B O U R W A Y S O U T HR I C H M O N D , C A 9 4 8 0 4( 5 1 0 ) 5 4 0 - 0 5 5 0C O R P O R A T I O N , S Y S T E M STHIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION,DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OFSUNPOWER CORPORATION IS STRICTLY FORBIDDEN.R E V I S I O N S SOLAR INDIVIDUAL PERMIT PACKAGEGRID TIED PHOTOVOLTAIC SYSTEMINSPECTION LIST & COMMISSION REPORT REV DESCRIPTION DATE DB CBDATE DB CB PVE-6 DRAWN BY PROJECT DATE DRAWN OPPORTUNITY DATE CHECKED SCALE CHECKED BYAMIT UPADHYAY10881 SANTA TERESA DRIVE CUPERTINO, CALIFORNIA 95014 RP-17793 09-05-2017 AFRANCISCOJR 09-05-2017 APATEL3.96 kW SPRI - FREMONT NTSC A L I C E N S E # 8 9 0 8 9 5Abby Ayende 09/07/17