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B-2017-0887CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: CONTRACTOR: PERMIT NO: B-2017-0887 10184 COLBY AVE CUPERTINO, CA 95014-2420 (316 28 034) SUNPOWER CORPORATION SYSTEMS SAN JOSE, CA 95134 OWNER'S NAME: CABRALES MARK LAND JULIE U TRUSTEE OWNER'S PHONE: 408-313-6547 11111 01 1X41610 t: t 1 .. t: I� License Class A:B:C-10: C-44 Lie. #890895 Contractor SUNPOWER CORPORATION SYSTEMS Date 02/28/2019 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 DATE ISSUED: 06/05/2017 PHONE NO: (941) 720-3850 BUILDING PERMIT INFO: BLDG X ELECT _ PLUMB MECH X RESIDENTIAL _ COMMERCIAL JOB DESCRIPTION: (N) 16 -PANEL ROOF MOUNTED PV SYSTEM (5.36 KW); (N) SUB PANEL (100 AMPS) 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. 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 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 J Date 6/5/2017 V I hereby affirm that I am exempt from the Contractor's License Law for one of the following two reasons: t. 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: i. 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 taws 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 6/5/2017 APN Number: Occupancy Type: 316 28 034 PERMIT EXPIRES IF WORK IS NOT STARTED WITHIN 180 DAYS OF PERMIT ISSUANCE OR 180 DAYS FROM LAST CALLED INSPECTION. by: Abby Aygnde Date: 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 ofApplicant Date: 6/5/2017 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 Municipal Code, Chapter 9.12 and the Health & Safety Code, Sections 25505, 25533, and 25534. Owner or authorized agent: Date: 6/5/2017 CONSTRUCTION LENDING 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 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(o-kupertino.org AE PROJECT ADDRESS w ���ti C oib tcw APN # ^'j OWNER NAME �'cv�\� C brc�.�'eS PHONE `-\b8 2�C'�(as-`-�� E-MAIL ' cc�bro.��s 6 •ncr STREET ADDRESS (b\S� Co\b °� �4ve- CITY, STATE, ZIP ly FAX CONTACT NAME t (,� n rl m al -)PHONE E-MAIL STREET ADDRESS CITY, STATE, ZIP FAX ❑ OWNER ❑ OWNER -BUILDER ❑ OWNER AGENT E3 CONTRACTOR ❑ CONTRACTOR AGENT ❑ ARCHITECT ❑ ENGINEER ❑ DEVELOPER ❑ TENANT CONTRACTOR NAME LICENSE NUMBER Inorsq S LICENSE TYPE �,I b, C\0 (y BUS. LIC # 3qy COMPANY NAME E-MAIL FAX STREET ADDRESS CITY, STATE, ZIP cC^ C 1`1s 3FS PHONE Is102,03(a2i ARCHITECT/ENGINEER NAME �r-,.�� ��•�� LICENSE NUMBER tel $ O �S��l S- BUS. LIC # 330'1 y3 COMPANY NAME E-MAIL FAX STREET ADDRESS TA �0*0i CITY, STATE, P Li PHONE S0W 2\� .Sa t C^CIS- I USE OF CrSFD or Duplex ❑ Multi -Family PROJECT IN WILDLAND PROJECT IN STRUCTURE: El Commercial URBAN INTERFACE AREA ❑ Yes [7"No r�1,i FLOOD ZONE Elu �rYes O LAR PANELS IEl ELECTRIC VEHICLE CHARGING STATION ❑ SOLAR WATER HEATING ❑ OTHER: FOR SOLAR PANELS. NUMBER OF PANELS/UNITS: KILOWATTS (COMMERCIAL ONLY): TOTAL VALUATION: ►lo .2_1\0 \11W �SGOa DESCRIPTION OF WORK , RECEIVED BY: 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 behalf. 1 have read this application and the information I have provided is correct. I have read the Description of Work and verify it is accurate. I agree to comply with all applicable local ordinances and state laws relating to building construction. I authorize representatives of Cupertino to enter the above -identified property for inspection purposes. Signature of Applicant/Agent: - Date: 6 5 1-4 SUPPLEM AL INFO ATION REQUIRED OFFICE USE ONLY ❑ OVER-THE-COUNTER w ❑ EXPRESS U U w x ❑ STANDARD V ❑ LARGE a ❑ MAJOR PVApp_2011.doc revised 03/16/11 CUPI~RT[NO 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 - buildin4Ca guoerfino.org b -?017 ,U�7 PERMIT CANNOT BE :iH'INALED UNTEI, THIS CERTIFICATE HAS BEEN COMPLETED, 0GNED. AND RETURNED TO THE BUELDiNGDMSION. 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 the bedroom(s) X X On every level of a dwelling unit including basements X X Within each sleeping room X _ J 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 combft Led 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 Califon -da Residential Codes. The alarms specified below have been tested and are operational, as of the date signed below. �/65�) D) Address: Permit No. Specify Number of Alarms: - # Smoke Alarms: 1 J 1 # Carbon Monoxide Detectors: I have read and agree to corwiv with the terms and canditions of this statement Owner (or Owner Agent's) Name: Al 4 /' Signator... Z3 jt ..................................................Date Contractor Name: Signature.................................................................. Llc* ......................................Date: Smoke and COform.doc rMsed 09/27/16 0-k(-7- 0 ��7 WATER -CONSERVING PLUMBING FIXTURES OWNER CERTIFICATE OF COMPLIANCE FILE 1L COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION CUPERTfN¢ 10300 TORRE AVENUE - CUPERTINO, CA 95014-3255 408) 777-3228 • FAX (408) 777-3333 - build inaAcuoertino.ora Owner Name ' ,1 �k / J Permit No. Address 1(�)�-7 �/,&w A\e (-? ASO 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. * No Go to Question 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? ❑ Yes Civil Code Sections 110 1. 1 through 110 1. 8 do not apply. D The licensed plumber's certification has been provided to the Building Division. Skip the rest of the form and sign bottom of form. No Go to Question 3. 3. Is water service permanently disconnected for your building? ❑ Yes Civil Code Sections 1101.1 through 1101.8 do not apply. Skip the rest of the form and sign bottom of form. 19 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 sign bottom of form.. 5. Please check ONE of the following: 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). ❑ 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). O 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 Mures will be replaced prior to date specified above with water -conserving plumbing fixtures in accordance with Civil Code Sections 110 1. 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 followin¢ Daae. I A I /) n A ] Upon completing and signing this Certificate, please return it to the Building Division in order to final your building permit. SB407 2015.doc revised 08!26/15 . 1. If the existing plumbing fixture water usage/flow rate is equal to or lower than the figure shown, it is not required to be upgraded. SB407 2015.doc revised 08/26/15 Non-Compliant Water-Conserving Plumbing Fixture Plumbing Fixture (Fixture Complying with Current Code Applicable to New Construction) Maximum Water Usage/Flow Rate Fixture Type 2013 CPC Ch. 4 2013 CPC Ch. 4 2013 CPC Ch. 4 Water Usage /Flow Rafe 2013 CALGreen Div. 4.3 2013 CALGreen Div. 4.3 2013 CALGreen Div. 5.3 Single -Family Multi-Family Commercial Residential I Residential Water Closets Exceed 1.6 Single flush toilets: 1.28 gallons/flush (Toilets) Gallons/flush Dual flush toilets: 1.28 gallons/flush effective flush volume (the composite, average flush volume of two reduced flushes and one full flush Urinals Exceed 1.0 0.5 gallons/flush Gallons/flush Showerheads Exceed 2.5 2.0 gallons per minute @ 80 psi. Also certified to the performance criteria of gallons per minute U.S. EPA WaterSense Specification for Showerheads (A hand-held shower is considered a showerhead.) For multiple showerheads serving one shower, the combined flow rate of all showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gallons per minute @ 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. Faucets — Exceed 2.2 gallons Maximum 1.5 gallons per Within units: 0.5 gallons per minute @ 60 Lavatory per minute minute g60 psi; minimum Maximum 1.5 gallons psi Faucets 0.8 gallons per minute @ per minute @ 60 psi; 20 psi minimum 0.8 gallons per minute @ 20 psi i In common and public use areas: 0.5 gallons per minute @ 60 psi 1.8 gallons per minute 60 psi _ Faucets — Exceed 2.2 gallons 1.8 gallons per minute @ 1.8 gallons per minute 1.8 gallons per minute @ 60 Kitchen per minute 60 psi @ 60 psi psi Faucets May temporarily increase May temporarily up to 2.2 gallons per increase up to 2.2 minute @ 60 psi, and must gallons per minute @ default to maximum 60 psi, and must 1.8 gallons per minute @ default to maximum 60 psi 1.8 gallons per minute Where faucets meeting @ 60 psi the above are unavailable, Where faucets meeting aerators or other means the above are may be used to achieve unavailable, aerators or reduction. other means may be used to achieve reduction. 1. If the existing plumbing fixture water usage/flow rate is equal to or lower than the figure shown, it is not required to be upgraded. SB407 2015.doc revised 08/26/15 CODE INFORMATION Lu o0 �o SOLAR INDIVIDUAL PERMIT PACKAGE 3 a �a g t -e APPLICABLE CODES, LAWS AND REGULATIONS 2016 CALIFORNIA RESIDENTIAL CODE (CRC) s 2016 CALIFORNIA BUILDING CODE (CBC) - ` 2016 CALIFORNIA FIRE CODE (CFC)3gg MARK CABRALES 2016 CALIFORNIA ELECTRICAL CODE (CEC) °o§ 5.3 6 kW GRID TIED PHOTOVOLTAIC SYSTEM (408) 313-6547 VICINITY MAP 10184 COLBY AVE `R°'E`OC-ON CUPERTINO, CALIFORNIA 95014 _.. C,, N-YLEVELOPE_'s 7EPARTAIEN APPRr JOB NOTES SHEET INDEX _ `IiI. C n �a n� THE INSTALLATION OF THE PV SYSTEM SHALL CONFORM TO THE REQUIREMENTS SOLAR ARCHITECTURAL DRAWINGS __ o c OF THE 2016 CBC AND 2016 CEC, ARTICLE 690 AND ANY OTHER APPLICABLE SOLAR -AO COVER SHEET SOLAR -A1 ARRAY LAYOUT W -i rn ; z a ARTICLES OR STANDARDS. INSTALLATION SHALL BE PROVIDED BY A SOLAR -A2 ROOF I STRUCTURAL INFORMATION SOLAR -A3 ROOF 2 STRUCTURAL INFORMATION Q m o Y O m w w CALIFORNIA LICENSED CONTRACTOR(B, C-46, OR C-10) SOLAR -A4 ROOF 3STRUCTURAL INFORMATION a v c)w p> o Z 50 Q � � w INSTALL SITE SURVEY NOTES / CUSTOMER PROPERTY REQUESTS: SOLAR STRUCTURAL DRAWINGS v v00 NO EXPOSE CONDUIT SOLAR -S1-S2 MOUNTING DETAILS SOLAR -S3 -S4 STRUCTURAL CALCULATIONS N REVISION s ROOF 1 ACCESS / LADDER SIZE: 16' ROOF 2 ACCESS / LADDER SIZE: 16' SOLAR ELECTRICAL DRAWINGS ROOF 3 ACCESS / LADDER SIZE. 16' SOLAR -El SPECECIFICATIONSONS ICAELINE DIAGRAM& SPF IR.EIT —1 DOES THE HOME HAVE FIRE SPRINKLERS INSTALLED: N E SOLAR -E2 ELECTRICAL CALCULATIONS &DETAILS UPGRADE EXI STING GROUNDING: YES \ ' ding ` SOLAR -E3 ELECTRICAL DATA & SPECIFICATIONS SOLAR -E4 PLACARD /CONDUCTOR & OCPD SIZING TABLE 'E,'--}-- ,i '� ODE "1.`1P=HCi'--- SOLA E5 STRING DIAGRAM RT SOLAR E6 INSPECTION LIST& COMMISSION REPORevi-wed —ET SOLAR -AO 3y' ADD, Alenae G I � oll GARAG ROOF ACCESS 9 MODULES 5 MODULES 39'-2" TO ELECTRIC UTILITY GRID CUIPERTINO BulldEng Department REViEWED -OR CODE COMPUANCE Rev�ewed By Abby Avende LEGEND Lu p Ln a ° 0 JUNCTION BOX 0 5Q a - < s w u o 3 o -N CON DUIT _ NOTE: o €R °a REVISIONS 0 EXISTING SERVICE POINTgV AND UTILITY METERING o, - --- PROPERTY LINE MEASUREMENTS. I 0 CONTRACT MODULE AND QUANTITY 3' WIDE ACCESS PATH 0 NEW LOAD CENTER u, u, Ln a � o m ° Q u ° o Z 0 5Q < s w u o 3 o _ NOTE: N REVISIONS 1. MINOR FIELD ADJUSTMENTS ALLOWED BASED ON ACTUAL SITE CONDITION AND MEASUREMENTS. 0 CONTRACT MODULE AND QUANTITY SPR-X21-335-BLK-C-AC 16 INVERTER AND QUANTITY SPRX21 BLA16 _ ROOT TYPE COMPOSITION IRCHEIT KK —, 27090 (fR STORY HOME TYPE 1 - STORY DATE CHECKED �c M, SYSTEM ORIENTATION 87° NE, 181° SW & 268° SW PITCH 3:12 (15°) JI ET —E SOLAR -A1 180 CONSUMPTION MONITORING TBD FIG.A: MODULE PLACEMENT AND RAFTER FRAMING DETAIL - ROOF 1 LEGEND iY W w o m N m o m ao apo poo AT. � IIS :II I' '270 ----------------------- J v ----- ----- EXISTING RAFTER0 3 0-o Z€gg '" a 3 - o sT� 1H "H h. • ROOF ATTACHMENT _____ RAIL CHIMNEY ROOF VENT VENT PIPE �- TWIDEACCESS PATH 0 so so E w � U W J co U a o w Sce w � U� ti FIG.B: STRUCTURAL RAFTER FRAMING DETAIL (NTS) FIG.C: ROOF RAFTER MAX HORIZONTAL SPAN PER CALIFORNIA SOLAR PERMITTING GUIDEBOOK 2016 (NTS) Y v p <�s 5 z RAFTER SIZE AND SPACING. 2"x4„@ 24„O.C, COMPOSITE SHINGLE 2 LAYERS LEGEND VALUE ��l A 88" C 55" D 60" PURLIN 2" x 4" A PURLIN BRACING 2" x 4" SPACING O.C. 48" L -Fool FLASHING P� INVISIMOUNT RAIL 35 MSN 2 LAGof LAG BOLT PV MODULE ATTIC DUBLIN DUBLIN BRACING CEILING JOIST B C EXTERNAL LOAD INTERNAL LOAD BEARING WALL BEARING WALL Non -Tile Roofz Tile Roof Assumed Nominal Ac[ual Vintage Size Size Rafter Spacing 16” O.C. 24" O.C. 32" O.C. 16" O.C. 24" O.C. 32" O.C. Post 1960 2"x4" 1%"x3%" 9'-10” 8'-0" 6'-6" 8'-6" 6'-11" 5'fi" 2"x6" 1Y"x 5Y" 14'-4" 11'_9„ 9'-6" 12'-5" 10'-2" 8'-0" 0 2"x8" 1G"x7Y" 18'-2" 14'-10" 12'_0" 15'-9" 12'-10" 10'-3" Pre -1960 2"x4" 1%"x3%" 11'-3" 91-91, 7' 9" 10'-3" 8'-6" 6'-9" 2"x6" 1%"x5%" 17 0" 14' 0" 11' 3" 14'_9„ 12' 0" 9'_9„ 2"x8" 1%"x7%„ 22'_3„ 18'_0„ 14'_6„ 19'-0" 15'_6„ 12'_6„ C g `---_-_ - -_ NOTES: UiSdi 1rl1T ft € R HAS VERIFIED THAT ROOF STRUCTURE IS STRUCTURALLY SOUND WITHOUT SIGNS OF ALTERATIONS OR SIGNIFICANT STRUCTURAL DETERIORATION OR SAGGING. 2. MEASURED HORIZONTAL SPAN IS LESS THAN TABLE 1 SPAN ABOVE, THEREFORE NO STRUCTURAL .FV D . ,H ;'[' S a ,e' jSS E UIRED. -- ADS Lam_ Q _3 MAXIMUM ATTACHMENT SPACING IS 6' ON CENTER' ADD, Alende, PLEASE REFER TO SOLAR -Sl SHEET. -`' Q m N Lu � U O g O O REVISIONS REv oEscwvnoN oar oe ca svw o1—Tuwry FI -NT - - —E SOLAR -A2 FIG.A: MODULE PLACEMENT AND RAFTER FRAMING DETAIL - ROOF 2 LEGEND W o m m m N ao �oo 3'- v (P) 115'- 1 --� '--- } ;;----}, i ...... i } ----- ----- EXISTING RAFTER 3 CL- = {/1o '" a - V s€R °off " • ROOF ATTACHMENT _____ RAIL ® CHIMNEY [Z) ROOF VENT O VENT PIPE - �- T WIDEACCESS PATH 0 270 so soU E w � U LU J a o ° w S o w � U� aU ti <s FIG.B: STRUCTURAL RAFTER FRAMING DETAIL (NTS) FIG.C: ROOF RAFTER MAX HORIZONTAL SPAN PER CALIFORNIA SOLAR PERMITTING GUIDEBOOK 2016 (NTS) Y lY v p o Z 5 z RAFTER SIZE AND SPACING: 2•x4„@ 24"O.C. COMPOSITE SHINGLE 2 LAYERS LEGEND VALUE ��l A 14" B 8 0,. C 82" D 60" PURLIN 2" x 4" A PURLIN BRACING 2" x 4" SPACING O.C. 48" L -FOOT FLASHING INVISIMOUNT RAIL 3?,Msp1 LAG 2 BOLT PV MODULE B C EXTERNAL LOAD INTERNAL LOAD— REAPING WALL BEARING WALLRivi-ed ATTIC 0 PURLIN PURLIN BRACING CEILING JOIST Non -Tile Roof Tile Roof Assumed Nominal Actual Rafter Spacing Vintage Size Size 16” O.C. 24' O.C. 32" O.C. 16" O.C. 24" O.C. 32" O.C. Post 1960 2"x4" 1%"x334" 9'-10" 8'-0" 6'-6" 8'-6" 6'-11" 5'-6" 2"x6" 1%"x5%" 14'_4" 11'_9" 9'-6" 12'3" 10'_2" 8'-0" 2"x8" 134"x7Y" 18'-2" 14'-10" 12'_0" 15'-9" 12'-10" 10'-3" Pre -1960 2"x4" 1 R'x3%' 11 3" 9' 9" 7' 9" 10'-3" 8'-6" 6'-9" 2"x6" 1%"x5%" 17-0" 14'-0" 11'-3" 14'-9" 12'-0" 9'-9" � 2'x8" 1%"x7%" 22'-3" 18'-0" 14'-6" 19'-0" 11'-6" 12'-6" C _ K UER-ex - NOTES: \ Fu d 1rl1T R HAS VERIFIED THAT ROOF STRUCTURE IS STRUCTURALLY SOUND WITHOUT SIGNS OF ALTERATIONS OR SIGNIFICANT STRUCTURAL DETERIORATION OR SAGGING. 2. MEASURED HORIZONTAL SPAN IS LESS THAN TABLE 1 SPAN ABOVE, THEREFORE NO STRUCTURAL _=Rt,t_ yr ,H 'v` SC,"yISEQUIRED. 3. MAXIMUM ATTACHMENT SPACING IS 6' ON CENTER, PLEASE REFER TO SOLAR -Sl SHEET. = _ -`' < .B up m N W c - U on Z ry OO O K On REVISIONS aEv oEscwvnoN oarE oe ca ovvoRruwry svwfasmorvr - - - - avar 3nz —E SOLAR -A3 FIG.A: MODULE PLACEMENT AND RAFTER FRAMING DETAIL - ROOF 3 LEGEND iY W w o m ao poo 39 69 99 ------------------------ ----- ----- EXISTING RAFTERo 3 C Z€gg {/1o '" a - V P °o§ " • ROOF ATTACHMENT _____ RAIL ® CHIMNEY ROOF VENT 0 VENT PIPE r,-- - - - 3' WIDE ACCESS PATH 0 270 so so w � uo Ln � J °a m o U a w S m o w av ti ��o FIG.B: STRUCTURAL RAFTER FRAMING DETAIL (NTS) FIG.C: ROOF RAFTER MAX HORIZONTAL SPAN PER CALIFORNIA SOLAR PERMITTING GUIDEBOOK 2016 (NTS) Y o p 5 z RAFTER SIZE AND SPACING: 2•x4•@ 24"O.C. COMPOSITE SHINGLE 2 LAYERS LEGEND VALUE ��l 24' B 108.. A L -FOOT FLASHING T INVISIMOUNT RAIL 2M LAG BOLT PV MODULE B EXTERNAL LOAD INTERNAL LOAD BEARING WALL BEARING WALL ATTIC Non -Tile Roof' Tile Roof Assumed Nominal Actual Vintage Size Size Rafter Spacing 16" O.C. 24' O.C. 32" O.C. 16" O.C. 24" O.C. 32" O.C. Post -1960 2"x4" 1%"x3%" 9'-10" 8'-0" 6'-6" 8'-6" 6'-11" 5'fi" 2"x6" 1Y"x 5Y" 14'-4" 11'-9" 9'-6" 12'-5" 10'-2" 8'-0" 2"x8" 1G"x7Y" 18'-2" 14'-10" 12'-0" 15'-9" 12'-10" 10'-3" Pre -1960 2"x4" 1%"x3%" 11'-3" 9_9" 7_9" 10'-3" 8'-6" 6'-9" 2"x6" 1%"x5%" 17'-0" 14'-0" 11'-3" 14'-9" 12'-0" 9'-9" 2"x8" 1%"x7%" 22'-3" 18'-0" 14'-6" 19'-0" 15'-6" 12'-6" TE e 0 NOTES: UI'd11fT € R HAS VERIFIED THAT ROOF STRUCTURE IS STRUCTURALLY SOUND WITHOUT SIGNS OF ALTERATIONS OR SIGNIFICANT STRUCTURAL DETERIORATION OR SAGGING. 2. MEASURED HORIZONTAL SPAN IS LESS THAN TABLE 1 SPAN ABOVE, THEREFORE NO STRUCTURAL . FW -D .i i'v` SC,N L)kjSSEQUIRED. IV = -3 MAXIMUM ATTACHMENT SPACING IS 6' ON CENTER, PLEASE REFER TO SOLAR -Sl SHEET. -`' up m N U O g 0 O On REVISIONS REv oEscwvnoN oarE oe ca o1roRTUN.1 srwfaEIINT —N 11K _ _ - - ansEL —E SOLAR -A4 WB CUM Lu 0 `. 2P8 RISKCATEGORVILV=ITDMPH BASIC WIND SPEED, EXPOSURE C, OPSF GROUND SNOW LOAD, S, =2.999X INISIMOUNT RAIL PV MODULE PV MODULE w 3 Q yk V 2 2 G A F MAX MA% MA% MAX SPACING CANTILEVER UPLIFT DOWNFORCE 19 Prf 15 P,O'0 ZONE1 96 in 28in 38716, 31016, 38 El 15 P,t d o z w o z z s. poo ° SK " HEX CPP ZONE( Rin 20 in 58216, 23316, L TOOT SHINGLE DN TOP OF MSHING O K u Kg"" 59 P,f 15 P,f ZONE3 48 in 16 in 60716, 15516, V J u a • NOTE'. POINT LOADS SHOWN IN TABLE ABOVE (Ib) ARE FOR EACH ATTACHMENT ASSUMING MAX SPACING SHOWN IS USED. • LOADS SHOWN ARE LRFD LOADS. _______ _______________________ CDMPDSOION SHINGLES _____ ___________--------------------------- : PUSHING SHOE ASSEMBLY REFER FORMAX 10 SUMMARY TABLE SPAINANDBAND VER (E) TRUSS OR RARER REFER TO SUMMARY TABLE FOR MAX SPAN AND LAWIL VER( 5/18" X U' S.S. MAG BOLT WITH 5/16" WASHER O CEMER ttP. t/2" MIN. EMB—BINT IWO RAFTER. PRE -DRILL REQUIRED. (DOUG TRUSS OR RAFTER (OOUCIAS FIR OR EpMPL) I W 444 JL _ _ I �r I JL ---- 4r ---- — —'— — ;F -IS MOUNTRAILS (2) PER MODULE — _ Rf.Y \ _ _ _ SUNPOWER MODULE I _(ttP.) II III FIGURE O & U) ( fir— LL YI END CLAMP _ — —¢IQp t T� I II I III II � JL s = JL Ir 1r-- -7 — J — — LI J 0.5" MIN FIGURE 3: INVISIMOUNT ROOF ATTACHMENT DETAILS @TRUSS /RAFTERS INVISIMOUNT RAIL E ER MID CAMP(SEE END LUMP PER SUMMARYTABLE L fOm L TOOT END CAP PV MODULE PV MODULE COMPOSITION SHINGLES-,,,,,HINGLE DN TOP Of MSHING SHINGLE DN TOP Of MSHING 5/ 3(" RODE HEX GP HE%CFP SHEATHING MINIMUM (3)) t6E SINKER NAIL OR TOE NAIL ON GCH END !k (E) TRUSS OR RARER 3)1B8 SINKER NAL DR TOE RAL ON EACH END WEIGHT OF INSTALLED ARRAV'. 3.5 PER 5/16" X U" S.S.MAG BOLT NOTE. U"XB" TUT BLACK NG WITH 5/t6" W SHER O CEMER TYP. "MN BEDMENT WO ONLY REDURED WHERE 21/2 EM ATTACHMENT PONT IS REQUIRED BLOCK NG 5/16" X U" S.S.MAG BOLT (E) TRUSS OR RAFTER WITH 5/18" WASHER O CEMER ttP. 21/2"MN EMBEDMEW WO RAFTER. PRE DRILL REOU RED F y V .-1 w [� Q y • STAGGERATTACHMENTS WHEREVER POSSIBLE MID CLAMP BETWEEN RAFTERS/TRUSSES IN PRE -DRILL REQUIRED. ORDER TO MEET MAX CAWILEVER SHOWN IN FIG. 1 SUMMARY TABLE. W _J U Q O Qt CU Q U Q �7 J FIGURE�1: PLAN VIEW, TYPICAL ARRAY LAYOUT FIGURE 4: INVISIMOUNT ROOF ATTACHMENT DETAILS @ BLOCKED LOCATIONS o oz Z m p a o OC a F u� o z w ¢ > p o � � u 5 o LEI REVTSTONS � -� � - - a B�ki PET_ i INO U - R 96 CELL MODULE • INVISIMOUNT RAILS 72 CELL MODULE\ SHALL BE POSITIONED IN THE NON -CROSS HATCHED REGIONS u('d((� Department - - FIGURE 2: INVISIMOUNT MOUNTING CLAMP POSITIONING DETAILS R t e>_=<=ec p ADDy F- d-_ Dae: sHF SOLAR -S1 W O P8 Structural Calculations - PV racking & attachment IBC 2012/2015 Building Code: CBC 2016, ASCE 7-10 Dimensions Roof height: Roof slope: 20 it 15.00 deg 7 L _ _ °ao ao €p egg LEGEND ❑ INTERIOR ZONES END ZONES CORNER ZONES ZONE zONE z ZONE Width of edge and rornerzone - 4.00 ft(ASCEJFignre 30.42) PV module long dimension: 5.12 ft V PV module short dimension: 143 it Rail tributary width: 2.56 it FLAT ROOF HIP ROOF (70< e< 270) Gable End Width, W - 40.00 it Ridge Length, L= 60.00 it f O: � o o .%�> Dead Loads Rail: Module: Total: Load normal to PV surface: 0.56 Ib/ft 0.2 psf 46 Ib 2.6 psf 2.8 psf 7.3 Ib/ft along rail 7.01 Ib/ft along rail 0 0 Load parallel to PV surface: 1.88 Ib/ft along rail Snow Loads o \ox o \oX Ground snow load pg: 0 psf 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: Cs: 1 ASCE 7 Table 1.5-2) 1.00 ASCE 7 Figure 7-2) GABLE ROOF (e< 70) GABLE ROOF (70< e< 450) Flat roof snow load of: 0.00 psf ASCE 7 Equation 7.3-1) Sloped roof snow load ps: 0.00 psf ASCE 7 Equation 7.4-1) v x ! o ., C' \c, x O o \ ., o \o Load normal to PV surface: Load parallel to PV surface: Wind Loads Wind Speed V: Exposure: KZ: Kzt: RE: q = 0.00256KzKztKdV-2 = GCp, Zone 1 Up GCp, Zone 2 Up 0.00 Ib/ft along rail 0.00 Ib/ft along rail 110 mph ASCE 7 Figure 26.5-1) C ASCE 7 Section 26.7.3)I��( 0.90 ASCE 7 Table 30.3-1) 1.00 ASCE 7 Section 26.8.2) 0.85 ASCE 7 Table 26.6-1) 23.75 psf ASCE 7 Equation 30.3-1) -0.90 ASCE 7 Figure 30.4-2) -1.70 (ASCE 7 Figure 30.4-2) QJQ OC CO v Y Q w } U O O F- O a EZ LO N o > Q y O m 'QLL O U m C F LO C) w L7 Y u7 U En En E2 F U w a w � < z a z = p O 6 F v7 GCp, Zone 3 Up -2.60 ASCE 7 Figure 30.4-2) REVISION 5 0' GCp, Down UE RT- NO 0.50 ASCE 7 Figure 30.4-2) Building Department uIE IE-Eu .11 FIGURE A:ROOF ZONES PER ASCE 7-10 ' r' '. } A: d-_ FIGURE B: INVISMOUNT STRUCTURAL CALCULATION SOLAR-S2 -_•-_• f E.. W O P8 Zone 1 Pressure Up= -21.37 psf (ASCE 7 Equation 30.4-1) Roof Wind Zone Dimensions 3 a Zone 2 Pressure Up = -40.37 psf (ASCE 7 Equation 30.4-1) Width of edge and corner zones, a = 4.00 ft (ASCE 7 Figure 30.4-2) _ Zone 3 Pressure Up= -61.74 psf (ASCE 7 Equation 30.4-1) Q_ °oo All Zones Pressure Down = 11.87 psf (ASCE 7 Equation 30.4-1) Maximum Allowable Spacings 7 o Designed attachment spacing, zone 1 96.00 in Z - Designed attachment spacing, zone 2 72.00 in Zone 1 Load normal to PV surface Up = -54.68 Ib/ft along rail Designed attachment spacing, zone 3 48.00 in Max allowable cantilever, zone 1 28.00 in Zone 2 Load normal to PV surface Up = -103.28 Ib/ft along rail Max allowable cantilever, zone 2 20.00 in Max allowable cantilever, zone 3 16.00 in Zone 3 Load normal to PV surface Up = -157.95 Ib/ft along rail Check Strength of Rail All Zones Load normal to PV surface Up 30.38 Zone 1 Mmaxup = 1/8*w*L2 - -387 lb-ft = Ib/ft along rail Zone 2 Mmax:up = 1/8*w*L2 = -436 lb-ft Zone 3 Mmax,up = 1/8*w*L2 - -303 lb-ft Seismic Loads Mallow,up = -548 Ib-ft Ss: 2.999 g (ASCE 7 Figure 22-1) All Zones D/Cup = 0.80 OK Site Class: D (ASCE 7 Section 11.4.2 - Assumed) Zone 1 M max,down = 1/8*w*L2 = 310 Ib-ft Zone 2 M max,down = 1/8*w*L2 - 175 Ib-ft Fa: 1 (ASCE 7 Table 11.4-1 -Site Class D) Zone 3 Mmax,down = 1/8*w*L2 = 78 lb-ft Sms: 2.999 (ASCE 7 Equation 11.4-1) Mallow,down = 580 lb-ft Sds: 1.999333 (ASCE 7 Equation 11.4-3) All Zones D/Cdown = 0.54 OK Ip: 1.00 (ASCE 7 Section 13.1.3) Attachment Allowable Loads ap: 1 (ASCE 7 Table 13.6-1) Zone 1 Tup = w*L = -387 Ib Fla: 1.5 (ASCE 7 Table 13.6-1) Zone 2 Tup = w*L = -582 Ib z/h: 1.00 (ASCE 7 Section 13.3.1) Zone 3 Tup = w*L = -607 Ib Fp = (0.4*ap*Sds*Wt*(1 + 2*zh)) / Tattach,up = -1072 Ib (Rp/Ip) = All Zones D/Cup = 0.57 OK 4.54 psf (ASCE 7 Section 13.3.1) Fv = 0.2 *Sds* W t = 1.13 psf (ASCE 7 Equation 12.4-4) Zone 1 Pdown = w* L = 310 Ib Horizontal load Eh: 11.61 Ib/ft along rail Zone 2 Pdown =w *L= 2331b Vertical load Ev 0.2*Sds*Wt= 2.90 Ib/ft along rail Zone 3 Pdown = w* L = Pattach,down = 155 Ib 999 Ib Load normal to PV surface: +/- -0.20 Ib/ft along rail All Zones D/Cdown - 0.31 OK Load parallel to PV surface: +/- 11.97 Ib/ft along rail Zone 1 Vattach- w*L = 114 Ib Zone 2 Vattach = w*L = 85 Ib w Load Combinations-Ib/ft along roil Zone 3Vattach =w*L= 571b ij 1.4D 9.8 Zone l Vattach,shea- 3901b u}j v Q 1.2 D+1.6S+D.SW (All Zones) 23.6 Zone 2 Vattach, shear= 3901b In U o U Q 1.2 D+D.55+1.OW (All Zones) o 38.8 o Zone 3Vattach,shear= 3901b Q 0,a All Zones D/Cattach = 0.29 OK O � 1.2D+1.OE+0.2S 8.2 o Q z bc - 0.9D+1.OW one l) -48.4 Lug Bolt Allowable Loads OF m O w 0.9D+1.0W (Zone 2) -97.0 p Zone 1Tup =w*L= -3871b m O Q�Q 0.9D+1.OW(Zone 3) -151.6 Zone 2Tup =w*L= -5821b a OU <¢ 1.4D 2.6 Zone 3Tup =w*L= -6071b LO 'r O p K 1.2D+1.6S 2.3Tlag -1057 p� Q F -a p z 3 All Zones es All Zones D/Cup = O 0.57 OK 1.2 D+D.5$ 2.3 W pc w ti F 1.2D+1.OE+0.2S 14.2Zone lPdown w*L= =1b 310 g 0.9D 1.7 Zone 2 Pdown = w* L = 233 Ib U O Zone 3 Pdown = w* L = 155 1b Maximum Demands on Plag,down = 10731b m Rail/Connections All Zones D/Cdown = 0.29 OK REVISIONS Worst Case Uplift Zone 1 -48.37 pit Worst Case Uplift Zone 2 -96.97 pit Zone 1 Vattach = w*L = 114 Ib Worst Case Uplift Zone 3 -151.64 pIf Zone 2 Vattach = w*L = 85 Ib Worst Case Downward 38.79 pIf Zone 3 Vattach = w*L = Vlag,shear= 57 Ib 390 Ib Worst Case Seismic Demand 8.21 pit All Zones D/Cattach = 0.29 OK - Worst Case Shear for Uplift Cases 1.69 pit CUPERTINO Worst Case Shear for Downward Cases 2.63 pit ui ding Department Worst Case Shear for Seism is Cases 14.22 pit arEL't_ D-OR CODE COMM -AN FIGURE A: INVISMOUNT STRUCTURAL CALCULATION ' Viewed } I D: I ende FIGURE B: INVISMOUNT STRUCTURAL CALCULATION SOLAR-S3 : -_•-_• f ft LU o ti G ag= ria 5/16" Diameter Lag Bolt Capacities (lbs) 3 _ o o °ao Axial Capacity - Tension NDS _RFD Z os ' 00 Number of bolts = 1 egg Thread penetration = 2 inch Bolt diameter, D = 0.3125 inch Specific gravity, G = 0.49 (Douglas Fir or equal) Withdrawal value, W = 2581b; 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 Section 10.3.4 (no sustained temp > 100°F) 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) Resistance factor, mz = 0.65 Table N2 (Connections) Time effect factor, A = 1 Table N3 (Wind/Seismic) mTn= 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, Om = 90 (Perpendicular to grain) Load direction relative to grain in size member, Os = 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 111) Penetration in main member, Im = 2 inch (rafter) Bearing strength in main memberparallel 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, Is = 0.4375 inch (Sheathing) Bearing strength in side memberparallel 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 = Rt = Im/Is = 1+Rt= 1 + Rt + Rt -2 = KO = kl = k2 = k3 = kc! = Mode Im: Mode Is: Mode II: Mode IIIm: Mode IIIs: Mode IV: Number of bolts = 3.000 4.571 5.571 26.469 1.250 1.540 1.097 2.511 2.770 509 lb 111 Ib 171 Ib 186 Ib 93 Ib 131 Ib 1 (NDS Eq. 11.3-1) (NDS Eq. 11.3-2) (NDS Eq. 11.3-3) (NDS Eq. 11.3-4) (NDS Eq. 11.3-5) (NDS Eq. 11.3-6) W J q m Y Q F y �? F O > 0 O p w rn > Q Q m O .. v O z a U LO Q U a F � g J U p > > z O Z = 93 Ib; Minimum of above modes N Load duration factor, Cd = 1 Section 10.3.2 (LRFD design) jL REVISIONS Wet service factor, Cm = 1 Section 10.3.3 (wood in continuously dry condition) Temperature factor, Ct = 1 Section 10.3.4 (no sustained temp > 100°F) Group action factor, Cg = 1 Section 10.3.6 (2 bolts @ 2.75' spacing in 7/16" sheathing) Geometry factor, CA = 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 = Table N1 (Connections) - Resistance factor, mz =vis) - -.11 Time effect factor, A = mVn= T ble N3 Wind/Seismic) Uvgi qpa ,,test 'EarELn_ v -OR CODE COMPI t -W FIGURE A: ROOF ATTACHME =s 4 khCDCALCU ON NTS S ­ SOLAR -S4 FIGURE A: SINGLE LINE DIAGRAM - NO STRINGS COMBINED PRIOR TO INVERTER: 5.36 kWAC W o0 _p MSP NOTE �` _c • PER TTA 14-12, AN ADDENDUM WILL BE ADDED TO NEC 2014 CODE AS 705.12(D)(2)(3)(E). PLEASE SEE TIA3$ o NOTE, DOCUMENTATTACUED TO SPEC SHEET "dg AS DC POWER IS INTERNAL TO THE MODULE, _ GROUNDING ELECTRODE CONDUCTOR (GEC) FORTHE MODULE ORARRAV IS NOT ^ J .1, REQUIRED. *MSP MAX PV BREAKER (A) _ - ud [200Ax 120%]-200A INCOMING SOURCE FEED - = 40A CENTER -FED PV BREAKER'. TO BE (E) MAIN SERVICE PANEL Al INSTALLED ON THE OPPOSITE SIDE MANUF.'. SQUARE -D SUNPOWER MODULES (N) SOLAR LOAD CENTER 100A MIN., 120/240V, OF THE MAIN OCPD OF THE BUSS 20LOCATIO/N Q BACKYARDW SPR-X21-335-BLK-GAC M.L.O, NEMA -3R A ROOFTOP LOCATION'. NEXT TO MAIN SERVICE PANEL B (E) UTILTIV ARRAY WIRING BIDIRECTIONAL METER TO EXISTING METER NO. LOADS 1006681877 ROOF 2'. BRANCH 1 mHo 5 MODULES 20A, 2P 15A, 2P 2EMCB 2P TO EXISTING ROOF 1 &3'. BRANCH 2 20A, 2P LOADS / 11 MODULES L ----J 30A, 2P /\ L _ ---- --— --Z— --- ———— — — — — —— v -------------Z-------- - — — EXISTING GROUND — PVssx... CURRENT PVS5X TRANSFORMERS (150A) JUNCTION BOX, NEMAE T HOFFMAN Al2R106 OR EQUIVALENT 1/2" EMT NOTE'. CPS MUST BE CLAMPED (3) #14 THWN-2 CATse (1) #10 THWN EGCETHERNET TO THE MAIN SERVICE PANEL CONNECTION TO DSUCABLE MODEM ((ELEI1/2' EMT ETALLIC DIIIT) W (2) #22 AWG TWISTED PAIR W � NOTE'. V a BELOW ARE OPTIONAL OFFERINGS AND SHALL ONLY BE U O U� INSTALLED IF THE HOMEOWNER SIGNS A SPECIFIC W ry 2 �Q CONTRACT WITH SUNPOWER. ¢ Q • SUNPOWER MONITORING SYSTEM J W S ED ry Z O Q Z E z 0 m '0 aLUQ TAG DESCRIPTION CONDUCTOR/ CONDUITSCHEDULE ELECTRICAL NOTES UEZ Y Q F- C7 M N o U ZLL W O Z W EL ED SEW V] Q rZi rUi 2 K U a JJ E W SOLARAC MODULE/ BRANCH ACM DESCRIPTION& NUMBER OFLW TAG CONDUCTOR SIZE CONDUCTOR TYPE CONDUCTORS eLE W�sTroww #12 AWG 2 0 WITH EGO nry As #12 AWG 1 THWN-2 #10 AWG 9 © EGCTHWN-2 #10 AWG 1 '. -WN-2#10 AWG 3 EGC'. THWN-2 #10 AWG 1 CONDUIT/CABLE TYPE CONDUIT SIZEZj 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. TYPE -ER, PER 3. MINIMUM CLEARANCE SHALL BE MAINTAINED PER NEC FORALL NEW EQUIPMENTS TO BE INSTALLED. BRANCH CIRCUIT 0. EXISTING GROUNDING ELECTRODE SYSTEM MUST MEET NECAND LOCAL UTILITY REQUIREMENTS. s. 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. EMT 3/9" 7 IF MAIN SERVICE PANEL IS TO BE UPGRADED, IT WILL BE PERMITTED AND INSTALLED BY 3RD PARTY. 8. CONDUITS IZE BASED 2 BENDS MAXIMUM. ANY ADDITIONAL BENDS MAV REQUIRE UPSIZE. 9. AC WIRING SHALL UPSIZIZE IF VOLTAGE DROP EXCEEDS 2%. EMT 3/9" 10. RUN CONDUCTORS IN EXISTING CONDUIT WHEN AVAILABLE PROVIDED IT HAS NO OTHER CONDUCTORS RUNNING THROUGH IT. DC/DC CONVERTERS NO SOURCE CIRCUITJUNCTION BOX VES SEPARATE DC DISCONNECT NO INTERNAL INVERTER DC DISCONNECT NO STRING INVERTER NO B SOLAR LOAD CENTER VES PV PRODUCTION METER NO REVISIONS SEPARATE AC DISCONNECT NO CHECK BOX FOR WHETHER SYSTEM IS GROUNDED OR UNGROUNDED'. ❑ GROUNDED (INCLUDE GEC) E?r UNGROUNDED FORUNGROU NDED SYSTEMS'. • DC OCPD DISCONNECT BOTH CONDUCTORS OF EACH SOURCE CIRCUIT. • UNGROUNDED CONDUCTORS MUST BE IDENTIFIED PER -2 210.5(C). WHITE FINISHED CONDUCTORS ARE NOT C U E £ - - PERMITTED. _ Bu€ d.T g Department D— II—ED 11 �l —7 �ze • ="' ADDY A SHEET SOLAR -E1 ° wg Q a O U U CD v CD Y u' C7 5.ay. Y E- o Z �CD u 3 o M � REVISIONS IMtE —2 D— ll—ED 11 1 BLJ S [DG Department ll—ED Il A—EL REVIEWED -0' CODE C-OMPLIANCE —E �` •_=v-tr A _v � —ET SOLAR -E2 ROOFJCi BOX TO SUB -PANEL WIRING - BRANCHS 410BRANCH CURRENT: lour = 6.65 A MINIMUM WIRE AMPACITY. IMax=loorx 1,25 8.31A MAXIMUM AMBIENT TEMPERATURE 36�C TEMPERATURE OE -RATING COEFFICIENT 0.71 FI LL DE -RATING COEFFICI ENT 0.8 IwieE r.�m=lourj TEMP_COEFFjFILPf L_COEFF 11.71 A WIRE SIZE AMPACITY = MAX OF (]max OR lwire_min) 17.71A 0 CONDUCTOR SIZE ADJUSTED FOR VOLTAGE DROP #SO VOLTAGE 240 V SUM OF BRANCHES: lour rornL= 21.28 A MINIMUM WIREAMPACITY: IMxx=lour rn rx1.25 26.60A CONDUCTOR DE -RATING ELECTRICAL CALCULATIONS & DETAILS W ao NEXT LARGER OCPD SIZE NEXT LARGER OCPD SIZE z -t VOLTAGE DROP AT 85 FT DISTANCE OVERCURRENT PROTECTION w U W J O mo m w S Q m w U Z a O 1110 0.58% 20A,_2P MINIMUM OCPD= lourx 1.25 8.31A 20 A CONDUCTOR DE -RATING TEMPERATURE USED FOR AMPACITY DE -RATING 58"C WIRE SIZE SELECTED BASED ON AMPACITY #10 CONDUCTOR SIZE PER NEC #10 AMPACITY ATTERMINATION(>WIRE SIZE AMPACITY) 35A #SO VOLTAGE 240 V SUM OF BRANCHES: lour rornL= 21.28 A MINIMUM WIREAMPACITY: IMxx=lour rn rx1.25 26.60A CONDUCTOR DE -RATING NEXT LARGER OCPD SIZE NEXT LARGER OCPD SIZE ROOF ICE BOX TO SUB -PANEL WIRING-BRANCH2 #SO NUMBER OF MODULES PER BRANCH CIRCUIT 11 VOLTAGE 240 V BRANCH CURRENT: lour = 14.63 A MINIMUM WIREAMPACITY: Imax=loco -x1.25 18.29A CONDUCTOR DE -RATING MAXIMUM AMBIENTTEMPERATURE 36�C TEMPERATURE ADDER 22'C TEMPERATURE USED FOR AMPACITY DE -RATING 58"C TEMPERATURE DE -RATING COEFFICIENT 0.77 FI LL DE-RATI NO COEFFICIENT 0.8 IwiaE MIN=lovrj TEMP_COEFFi FIIL_COEFF 2E.76A WIRE SIZEAMPACITY=MAX OF�Imax ORlwire_min) 26.76A WIRE SIZE SELECTED BASED ON AMPACITY #10 AMPACITY AT TERMINATION(>WIRE SIZE AMPACITY) 35A CONDUCTOR SIZE PER NEC #10 CONDUCTOR SIZE ADJUSTED FOR VOLTAGE DROP 00VOLTAGE DROP AT 85 FT DISTANCE 1.28•/ OVERCURRENT PROTECTION 222 _2P MINI MUM OCPD = lour x 1.25 18.29 A 20 A SUB -PANEL TOGRID-TIE WIRING NUMBER OF MODULES PER BRANCH CIRCUIT 5 VOLTAGE 240 V #SO VOLTAGE 240 V SUM OF BRANCHES: lour rornL= 21.28 A MINIMUM WIREAMPACITY: IMxx=lour rn rx1.25 26.60A CONDUCTOR DE -RATING NEXT LARGER OCPD SIZE SUB -PANEL TOGRID-TIE WIRING NUMBER OF MODULES PER BRANCH CIRCUIT 5 VOLTAGE 240 V #SO VOLTAGE 240 V SUM OF BRANCHES: lour rornL= 21.28 A MINIMUM WIREAMPACITY: IMxx=lour rn rx1.25 26.60A CONDUCTOR DE -RATING iY Lu # Z€ °a W F- UJ In y 7z � Q o Q LLI ° a �o a� �a m o a� a �o °� �� � o z w z� sr o� M �u R,A PIERATIN. LO 1. "AIIIII 11 EVTSTONs seer ELECTRICAL DATA &SPECIFICATIONS uace IBM Is vHorovoLra�c srs SIGNAGE LOCATIONS: T-� -- '"9AINSERV IGEPANEL ELECTRICAL SHOCK HAZARD • INDOOR I OUTDOOR AC DISCONNECT -- - - - - - •NEVJw000e€OUTDOOR LOAD CENTER IFA GROUND FAULT IS INDICATED •w000e€OUTDOOR SUB PANEL NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED &ENERGIZED SIGNAGE LOCATIONS: SIGNAGE LOCHTIONS'. .MAIN SERVICE PANEL •MAIN SERVICE PANEL � N= �-� _ -__ - - • INDOOR I OUTDOOR AC DISCONNECT • INDOOR I OUTDOOR HC DISCONNECT NEINDOOR INDOOR I OUTDOOR LOAD CENTER •NEW INDOOR I OUTDOOR LOAD CENTER SIGNAGE LOCATIONS: • MAIN SERVICE PANEL • NENEININDOOR I OUTDOOR LOAD CENTER •INDOOR IOUTDOOR SUB PANEL cure (rv)Lo SIGNAGE LOCATIONS: SIGNAGE LOCATIONS: -,� _ _ _{_` • I,1AIN SERVICE PANEL NEW INDOOR I OUTDOOR LOAD CENTER • NLo —INDOORI OUTDOOR LORD CENTER • INDOOR I OUTDOOR SUB PANEL -- -- - _-- 21A 290V SIGNHGE LOCATIONS: deox • MAIN SERVICE PANEL • NI—INDOOR I OUTDOOR LOAD CENTER U U SIGNAGE NOTESrl wnRe o� aeo aacKLaouUo. RaL Leneas wRn M\l\MUM ra Lenea ­LED ­ae�u\a AN poi aaE ow`ENEaaaT�oNs NOA;A o`c conamEa"ATT—II D-1.11- DATE IR II II.RTIO.l Ill. 11-IT BD[lcEnlg DepartmellElUED II —ET nt Reviewed t Avende SOLAR E3 PLACARD SIGNAGE / CONDUCTOR & OCP SIZING TABLE CAUTION 0 POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN SERVICE POINT & UTILITY METERING SOLAR LOAD-\ CENTER rTTTT1 16 PANEL o o Gp10 PHOTOVOLTAIC SYSTEM .'iiiiiii 10184 COLBY AVE Bu ding Department D -OR CODE COMPUANCE 64 SunPower Proprietary w m w� wN\ u� u')o a� _jti ws ° Q o a z a m lo N OWN \f_ , a ° U ° Do o 0 w -.NNW o° •�\\ 3 Revisions Noftnow II II II II II }{II IIIII I � ^q _ � ° I"• �� I II II II III@I llil II II II II "i"' •' "'S = ' _ '� II II II II _ Bu ding Department D -OR CODE COMPUANCE 64 SunPower Proprietary w m w� u� u')o a� _jti ws ° Q o a z a m > o m wo a ° U ° Do o 0 w o o° 3 Revisions CHAIN Y END CAPS iY INSTALLER NAME: Lu woo po 3 oao --------------=------, --------- - BRANCH VOLTAGES: 1. 2. Zt 3. °o ROOF 3: 4. V 2 MODULES 5. 6. LEGEND &SYMBOLS: 3.3', PLUG/PLUG 10', PLUG/PLUG 6.5', RECEPTACLE/RECEPTACLE-_--_--_ 10', RECEPTACLE/ RECEPTACLE a 5', PLUG/RECEPTACLE 10, PLUG/RECEPTACLE 3:12 (15°) DAISY rm - a� O a MA - a a E w � Y v o w a Y U Lu m U a m o O a� a U o U Q v U Q pz 3:12 (15°) '� � � 3:12 (15°) O u 3 o REVISIONS o pp.RTI— 11—T Am 4 ---- Building in Depad en 270 90D.M Il ROOF 1:ll—ED Il A—EL 9 MODULES `v ODULFS =~ STET SOLAR -E5 180 CHAIN Y END CAPS S U N P -,-,WE lWE R R RESIDENTIAL OPERATIONS Required Photos for Sun Power Direct Installations INSTRUCTIONS: Scan and email all items below in one .pdf document. Email must be received =Wide angle shot including all equipment before the end of the final day of the installation, and the report will include each item on the 9 list below. v x Email: quality c o a m 2a _Od64@sendtodropbox.com o Checkout Docs (take picture) Z v Y E m E m s Ci Electrical Commissioning Report and Notes/Punch list % MAs-built drawing indicating strings/circuits and any field changes v L E E uIf AC Modules, scan the layout map (serial number stickers) used on site g m '3 Arrays and conduit run v x a u Inside each rooftop junction box W 2 J M Wider angle of junction box showing array wires entering and attic penetration w 81 Installed rails — show grounding detail if applicable +Inside PVS5x enclosure— showing power and CT wire terminations =Close-up of Roof Attachment with flashing (Tile: show underlayment flashing) 0 o u Pictures) showing all panels in system e M* Wire management- Show wires/cables under array at transition to junction box ai Router Location - Show PLC in wall receptacle Side of array showing InvisiMount rail ends flush to the array o 9 M Installed electrical transition box showing entry of array conductors %Conduit run including all rooftop, attic and wall mounted locations Beauty shots Equipment (eBOS) Y =Wide angle shot including all equipment o v DC Disconnect (if applicable) —Show internal wiring, including integrated inverter O m III�I�1 III�I�I terminations a z MAC Disconnect (if applicable) —Show internal wiring s �t MSubpanel (if applicable) —Show internal wiring with dead front removed i� Point of Interconnection — close up of breaker/tap with dead front removed o =o Ei Point of Interconnection —wide angle of panel showing all internal wiring o o� Sun Power Monitoring w �z +Inside PVS5x enclosure— showing power and CT wire terminations U 0 o VICT location — close up of CTs with dead front removed e �v ai Router Location - Show PLC in wall receptacle 0 o 9 MRouter Location — Close up of cable plugged into router. E E a a z Beauty shots v E w =Wide angle shot of array(s) shot for the purpose of using in marketing materials. 3 z a a `p a h v v vxi a � SunPower Corp 2015 FIGURE A: SUNPOWER QUALITY INSPECTION LIST ' P- T INO Ouflw—ng Department D -OR CODE COMPUANC-_ . By Abbv. A _�FIGU B: SUNPOWER ELECTRICAL COMMISSIONING REPORT iY 1111111 III�I�1 III�I�1 � wa �z 3 O m III�I�1 III�I�I L1 a z CL_ - �t m Q o =o Y o o� w �z U 0 o M �v 0� B: SUNPOWER ELECTRICAL COMMISSIONING REPORT iY K � wa �z 3 O m -E6 L1 a z CL_ - �t m Q o =o Y o o� w �z U 0 o W K � wa �z U7 U O m ¢ L1 a z QJ m Q o =o Y o o� w �z U 0 o M �v SOLAR -E6