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BSOL2016-0007Applicant: GENESIS INNOVATORS 18631 SHERMAN WAY UNIT B RESEDA, CA 91335 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 70001 of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: B. D49. D12. C10. C-8 License No.: 902372 Date: F f , ,., 1 11— Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (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 and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ( 11, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. _ . B.&P.C. for this reason Date Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued,(Sec. 3097, Civ. Q. Lender's Lender's Address GENEtHLI W A �O'C (LI 1863 W f� v RESEMUNITYO OF %#NTA (818)455-1 �OP..OENRTMENT Llc. No.: 902372 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by. Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and polity number are:. Carrier: Policy Number: ' I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workeri' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: 1,z Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county 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. Date: Signature (Applicant or Agent) Q �i i 32 VOICE (760) 777-7125 78-495 CALLE TAMPICO D FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760)777-7153 BUILDING PERMIT r — Date: 1/28/2016 Application Number: BSOL2016-0007 Owner: Property Address: 53080 AVENIDA MENDOZA CARLOS RAMIREZ APN: 774063004 Application Description: ZUMORA/4.68kW PV SYSTEM - (18) 260W PANELS/(1) INVERTER 92253 Property Zoning: Application Valuation: $16,380.00 n Applicant: GENESIS INNOVATORS 18631 SHERMAN WAY UNIT B RESEDA, CA 91335 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 70001 of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: B. D49. D12. C10. C-8 License No.: 902372 Date: F f , ,., 1 11— Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (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 and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ( 11, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. _ . B.&P.C. for this reason Date Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued,(Sec. 3097, Civ. Q. Lender's Lender's Address GENEtHLI W A �O'C (LI 1863 W f� v RESEMUNITYO OF %#NTA (818)455-1 �OP..OENRTMENT Llc. No.: 902372 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by. Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and polity number are:. Carrier: Policy Number: ' I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workeri' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: 1,z Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county 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. Date: Signature (Applicant or Agent) FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY:AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 1/28/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY CAMILO H URIBE CHECK MR255 2728 RSE Total Paid for BUILDING STANDARDS ADMINISTRATION BSA:. $1.00 $1.00 DESCRIPTION ACCOUNT QTY. AMOUNT PAID PAID DATE PV SYSTEM - ARRAY, FIRST 20 101-0000-42403 _0 $24.17 $24.17 1/28/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY CAMILO H URIBE CHECK MR255 2728 RSE DESCRIPTION ACCOUNT QTY AMOUNT . PAID PAID DATE PV SYSTEM - ARRAY, FIRST 20 PC 101-0000-42600 0 $24.17 $24.17 1/28/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY CAMILO H URIBE CHECK MR255 2728 RSE Total Paid for ELECTRICAL: $48.34 $48.34 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PERMIT ISSUANCE 101-0000-42404 0 $91.85 $91.85 1/28/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY CAMILO H URIBE CHECK MR255 2728 RSE Total Paid for PERMIT ISSUANCE: $91.85 $91.85 TOTALS:, Permit Details PERMIT NUMBER City of La Quinta BSOL2016=0007 Description: ZUMORA/4.68kW PV SYSTEM - (18) 260W PANELS/(1) INVERTER Type: SOLAR Subtype: Status: APPROVED Applied: 1/19/2016 RSE Approved: 1/28/2016 RSE Parcel No: 774063004 Site Address: 53080 AVENIDA MENDOZA LA QUINTA,CA 92253 Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 206 Lot: 21 Issued: UNIT 20 • • • OGY Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $16,380.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 NOTES Details: 4.68kW SOLAR ARRAY - (18) 260W SOLARWORLD SW 260 MONO W/ (1) SOLIS-4.6K-2G-US-AFCI INVERTER [270SF] 2013 CALIFORNIA ELECTRICAL CODE. Printed: Thursday, January 28, 2016 4:07:10 PM 1 of 3 CJ SYSTEMS ADDITIONAL • • • OGY CHRONOLOGY TYPE STAFF NAME* ACTION DATE COMPLETION DATE NOTES PLAN CHECK PICKED UP AJ ORTEGA 1/26/2016 1/26/2016 CORRECTION LIST AND REDLINED PLANS PICKED UP BY CHRISTIAN WITH GENESIS INNOVATORS. PLAN CHECK SUBMITTAL RAMSES SEVILLA 1/19/2016 1/19/2016 RECEIVED PUBLIC COUNTER VISIT LUIS URIBE 1/28/2016 1/28/2016 PLAN CHECK OVER THE COUNTER. READY TO BE ISSUED PENDING BUSINESS LICENSE. LEFT A MESSAGE AT (818)455-1674. PLANS NEED TELEPHONE CALL LUIS URIBE 1/26/2016 1/26/2016 CORRECTIONS. CONDITIONS Printed: Thursday, January 28, 2016 4:07:10 PM 1 of 3 CJ SYSTEMS Permit Details PERMIT NUMBER City of La Quinta BSOL2016 '0007 � INSPECTIONS Printed: Thursday, January 28, 2016 4:07:10 PM 2 of 3 sysrrnns FINANCIAL INFORMATION DESCRIPTION CONTACTS AMOUNT PAID PAID DATE NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT GENESIS INNOVATORS 18631 SHERMAN WAY UNIT B RESEDA CA 91335 BSAS SB1473 FEE 101-0000-20306 0 $1.00 CONTRACTOR GENESIS INNOVATORS 18631 SHERMAN WY STE B RESEDA CA 91335 .RSE Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 OWNER CARLOS RAMIREZ 92253 BSA: INSPECTIONS Printed: Thursday, January 28, 2016 4:07:10 PM 2 of 3 sysrrnns FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 1/28/16 MR255 2728 CHECK CAMILO H URIBE .RSE Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $1.00 BSA: PV SYSTEM -ARRAY, 101-0000-42403 0 $24.17 $24.17 1/28/16 MR255 2728 CHECK CAMILO H URIBE RSE FIRST 20 PV SYSTEM - ARRAY, 101-0000-42600 0 $24.17 $24.17 1/28/16 MR255 2728 CHECK CAMILO H URIBE RSE FIRST 20 PC Total Paid for ELECTRICAL: $48.34 $48.34 PERMIT ISSUANCE 101-0000-42404 0 $91:85 $91.85 1/28/16 MR255 2728 CHECK CAMILO H URIBE RSE Total Paid for PERMIT ISSUANCE: $91.85 $91.85 TOTALS: $141.19 $141.19 INSPECTIONS Printed: Thursday, January 28, 2016 4:07:10 PM 2 of 3 sysrrnns 2ND B DG DAY) I LUIS URIBE I 1/28/2016 I 1/28/2016 I 1/28/2016 I APPROVED I BOND INFORMATION Printed:' Thursday, January 28, 2016 4:07:10 PM 3 of 3 CN? UEY SYSTEM$ E GENERAL NOTES: 1. DO NOT SCALE DRAWINGS. IF UNABLE TO LOCATE DIMENSIONS FOR ANY ITEM OF WORK, CONSULT ARCHITECT/ENGINEER FOR DIRECTIONS BEFORE PROCEEDING. 2. IF THE EXACT ROOF DIMENSIONS WERE NOT PROVIDED. THE DRAWING WILL BE BASED ON GOOGLE MAP, AND THEREFORE THE ROOF SLOPE DIMENSIONS MAY NOT BE ACCURATE. CONTRACTOR TO SITE VERIFY ALL _ ROOF OBSTACLES AND ALL REQUIRED CLEARANCES WITH AHJ(S) PRIOR TO " INSTALLATION, ORDERING OR FABRICATING ANY MATERIAL. 3. CONTRACTORS SHALL OBTAIN ELECTRICAL PERMITS PRIOR TO INSTALLATION AND SHALL COORDINATE ALL INSPECTIONS, TESTING COMMISSIONING AND ACCEPTANCE WITH THE CLIENT, UTILITY CO. AND CITY INSPECTORS AS NEEDED. 4. ROUTING OF RACEWAYS SHALL BE AT THE OPTION OF THE CONTRACTOR UNLESS OTHERWISE NOTED AND SHALL BE COORDINATED WITH OTHER TRADES. • THE GROUNDING ELECTRODE CONDUCTOR MUST BE PROTECTED FROM PHYSICAL DAMAGE BETWEEN THE GROUNDING ELECTRODE AND THE PANEL (OR INVERTER) IF SMALLER THAN #6 COPPER WIRE. (NEC 250.64 B) • PROVIDE A NOTE STATING THAT THE BACKFED PV BREAKER(S) AT THE MAIN PANEL WILL BE INSTALLED AT THE OPPOSITE END OF THE BUS BAR FROM THE MAIN BREAKER AND THAT A PERMANENT WARNING LABEL WITH THE FOLLOWING MARKING WILL BE PROVIDED ADJACENT TO THE PV BREAKER(S): "WARNING - PHOTOVOLTAIC CONNECTION. DO NOT RELOCATE THIS OVERCURRENT DEVICE." (NEC 690.64 B 7) [NOTE: THIS REQUIREMENT IS ONLY APPLICABLE WHEN THE SUM OF THE OVERCURRENT DEVICES FEEDING THE PANELBOARD EXCEEDS 100% OF THE BUS RATING.] • PROVIDE AN EXTERNALLY OPERATED KNIFE BLADE TYPE AC DISCONNECT SWITCH WHICH IS LOCKABLE IN THE OPEN POSITION AND "ON" AND `OFF" VISIBLE DESIGNATIONS WHICH IS DIRECTLY ACCESSIBLE TO UTILITY DEPARTMENT EMPLOYEES AT ALL TIMES. (NEM 6.3 AND NEC 690.17) • PROVIDE A NOTE ON THE PLANS STATING THAT THE AC DISCONNECT IS A "KNIFE BLADE" TYPE DISCONNECT, .(NEM 6.3 AND NEC 690.17) 5. IF THE ROOF MATERIAL OR ROOF STRUCTURE NOT ADEQUATE FOR PV INSTALLATION, CALL ENGINEER PRIOR TO INSTALL. THE CONTRACTOR IS ELECTRICAL NOTES: RESPONSIBLE TO VERIFY THAT THE ROOF IS CAPABLE OF WITHSTANDING TALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE NEW AND LISTED THE EXTRA WIGHT. BY RECOGNIZED ELECTRICAL TESTING LABORATORY. CUSTOM MADE EQUIPMENT SHALL HAVE COMPLETE TEST nATA SUBMITTED BY THE 6. WHENEVER A DISCREPANCY IN QUANTITY OF EQUIPMENT ARISES ON THE MANUFACTURER ATTESTING TO ITS SAFETY. DRAWING OR SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL MATERWL AND SERVICES REQUIRED 2,PV EQUIPMENT, SYSTEMS AND ALL ASSOCIATED WIRING AND BY THE STRICTEST CONDITIONS NOTED ON THE DRAWINGS OR IN THE INTERCONNECTION SHALL BE INSTALLED BY QUALIFIED PERSONS SPECIFICATIONS TO ENSURE COMPLETE COMPLIANCE AND LONGEVITY OF (NEC 690.4 E) THE OPERABLE SYSTEM REQUIRED BY THE ARCHITECT/ENGINEERS. PHOTOVOLTAIC SYSTEM SUMMARY SYSTEM SIZE. DC STC 4.68 kW SYSTEM SIZE: AC CEC 4.1 kW MODULES: 08) SOLAR WORLD SW 260 MONO MODULE MAX POWER (P/MAX): 26OW INVERTER: (01) SOLIS 4.6K -2G -US RECOMMENDED MOUNTING SYSTEM: FORTUNE DUAL RACK ARRAY TILT: 22" AZIMUTH: 180° ELECTRICAL INFORMATION UTILITY COMPANY: SCE MAIN SERVICE AMPERAGE: 200A BUILDING INFORMATION: ONE STORY HOUSE CONSTRUCTION: TYPE V - B OCCUPANCY; RESIDENTIAL GROUP R ROOF: SPANISH TILE TRUSSES: 2"X4" @ 24" O.C. DESIGN TEAM: 1. CONTRACTOR: PACIFIC PRO SOLAR GROUP NAME:BILL NUTTALL PHONE:+1(951)545-8577 E-MAIL: BILLNUTTALL@PAC IFICPROSOLAR. COM LIC.#:C46.951776 FORTUNE ENERGY, INC.: 2. HATEM ALYMANI SR. PV SYS DESIGNER B.S. ELECTRICAL ENGINEERING. M.S. SYSTEMS MANAGEMENT & ECONOMICS PH.D. CANDIDATE IN SOLID STATE PHOTOVOLTAIC DEVICES 3. GAYAN KALUWAHANDI CAD DESIGN TECHNICIAN CITY OF LA QUIZ' I I SHEETINDEX BUILDING & SAFETY DEPT T1 TITLE PLAN, GENERAL NOT S PV SYSTEM SUMMARY APPROVED Al SITE PLAN E3 DIRECTORY PLACARD DATE A2 PANEL AND RACKING LAYO T FOR CONSTRUCTION GENERAL DETAIL A4 STRUCTURAL CALCULATIO RESOLD OR REPRODUCED UNDER DIFFERENT NAMES. 7. THIS DESIGN IS FULLY BASED ON THE INFORMATION PROVIDED BY THE 3. THE PHOTOVOLTAIC SYSTEM CONDUCTORS SHALL BE IDENTIFIED AND THE MEANS IDENTIFICATION BY • WORKING CLEARANCES AROUND THE EXISTING ELECTRICAL EQUIPMENT E1 SINGLE LINE DIAGRAM E2 LABELS AND PLACARD CONTRACTOR. ANY MODIFICATIONS OR REMOVAL OF THE LOGO OF THE GROUPED, OF SHALL BE PERMITTED SEPARATE COLOR CODING, MARKING TAPE, TAGGING OR OTHER APPROVED ACCORDANCE WITH NEC 110.26. E3 DIRECTORY PLACARD DATE SUPPLIER "FORTUNE ENERGY" OR THE DESIGNER "HATEM ALYMANI" IS NOT MEANS. (NEC 690.4B) 12. ROOF TOP MOUNTED PHOTOVOLTAIC MODULES SHALL BE ALLOWED AND WILL RENDER THIS DESIGN VOID. THIS DESIGN CANNOT BE TESTED, LISTED & IDENTIFIED UL 1703. RESOLD OR REPRODUCED UNDER DIFFERENT NAMES. 4. ALL METALLIC RACEWAY AND EQUIPMENT SHALL BE BONDED AND • A NEW PROVISION IN THE 2010 CALIFORNIA RESIDENTIAL CODE (CRC) REQUIRES THAT SMOKE ALARMS AND CARBON MONOXIDE ALARMS BE ELECTRICALLY CONTINUOUS AND GROUNDED. (NEC 250.96) 13. SOLAR SYSTEM SHALL NOT COVER ANY PLUMBING VENTS CODE SUMMARY 8. THE WORKING CLEARANCE AROUND THE EXISTING ELECTRICAL AT LEAST ONE ON EACH FLOOR OF THE HOUSE. CARBON MONOXIDE THIS PROJECT SHALL COMPLY WITH THE FOLLOWING CODE: EQUIPMENT AS WELL AS THE NEW ELECTRICAL EQUIPMENT WILL BE 5. GROUNDING BUSHINGS ARE REQUIRED AROUND PRE -PUNCHED 14. SOLAR INVERTER MUST HAVE A MANUFACTURE INSTALLED 2013 CALIFORNIA ELECTRICAL CODE MAINTAINED IN ACCORDANCE WITHNEC 110.26 ( ) CONCENTRIC KNOCKOUTS ON THE DC SIDE IF THE SYSTEM (NEC 250.97) DISCONNECTING MEANS "ANTI-ISLANDING" THAT PREVENTS 2013 CALIFORNIA RESIDENTIAL CODE FINISHES INSIDE THE HOME, OTHERWISE, THE ALARMS MUST BE HARD _ PARALLEL FEEDING UTILITY LINES DURING POWER OUTAGE. 2013 CALIFORNIA BUILDING CODE 9. ADEQUATE SPACING MUST BE MAINTAINED BETWEEN ANY PLUMBING 6, GROUNDING ELECTRODE CONDUCTOR WILL BE CONTINUOUS, EXCEPT FOR • WHERE DC CONDUCTORS ARE RUN INSIDE THE BUILDING (OR ATTIC), 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE SEWER VENTS EXTENDING THROUGH THE ROOF AND THE UNDERSIDE OF SPLICES OR JOINTS AT BUSBARS WITH IN LISTED EQUIPMENT. (NEC 250.64 C) 15. REMOVAL OF AN INTERACTIVE INVERTER OR OTHER EQUIPMENT 2013 CALIFORNIA ENERGY CODE THE PHOTOVOLTAIC PANELS (6" MINIMUM RECOMMENDED) 2x2 - S $ �� •�• SHALL NOT DISCONNECT THE BONDING CONNECTION BETWEEN THE 2013 CALIFORNIA PLUMBING CODE SUNLIGHT RESISTANT.(NEC 300.6 Cl, 310.8 D) 8. MODULES AND SUPPORT STRUCTURES SHALL BE GROUNDED GROUNDING ELECTRODE CONDUCTOR AND THE PHOTOVOLTAIC SOURCE 10. ANEW PROVISION THE CALIFORNIA RESIDENTIAL CODE (CRC) AND/OR OUTPUT CIRCUIT GROUNDED CONDUCTORS. 2013 CALIFORNIA MECHANICAL CODE REQUIRES THAT SMOKEE ALARMMSS AND CARBON MONOXIDE ALARMS BE 9 THE ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS ELECTRICALLY CONTINUOUS. (NEC 250.90, 250.96) RETROFITTED INTO THE EXISTING DWELLING. THESE SMOKE ALARMS ARE OF SERVICE POINTS AND SERVICE SIZES WITH THE SERVING UTILITY 16. OVERCURRENT PROTECTION FOR BOTH ALTERNATING AND DIRECT ALL OTHER ORDINANCE ADOPTED BY THE LOCAL GOVERNING REQUIRED TO BE IN ALL BEDROOMS, OUTSIDE EACH BEDROOM, AND AT COMPANY AND COMPLY WITH ALL THE UTILITY COMPANIES CURRENT UST BE INSTALLED IN THE INVERTER OR FIELD INSTALLED AT M M AGENCIES. LEAST ONE ON EACH FLOOR OF THE HOUSE. CARBON MONOXIDE ALARMS REQUIREMENTS. IF THE SOLAR BACK FEED BREAKER IS OVER THE BUS THE TIME THE INSTALLATION. SCALE: NTS ARE REQUIRED TO BE RETROFITTED OUTSIDE EACH BEDROOM AND AT SIZE 20% LIMIT, CONTRACTOR SHALL INCLUDE THE COST TO REPLACE OR DC. (NEC 690.47 C 7) NOTE: LEAST ONE ON EACH FLOOR OF THE HOUSE. THESE ALARMS MAY BE SOLELY MAIN BREAKER OR ENLARGE THE MAIN CAPACITY. 17. ALL EXTERIOR ELECTRICAL METALLIC TUBING (EMT) CONDUIT FITTING THIS DRAWINGS ARE SUBJECT TO AN APPROVAL OF THE BATTERY OPERATED IF THE PHOTOVOLTAIC PROJECT DOES NOT INVOLVE SHALL BE RAIN -TIGHT THREADLESS COMPRESSION TYPE STRAIN RELIEF BUILDING DEPARTMENT, FIRE MARSHAL, UTILITY COMPANY AND THE REMOVAL OF INTERIOR WALL AND CEILING FINISHES INSIDE THE HOME, 10IF THE DISTANCES FOR CABLE RUNS ARE DIFFERENT THAN SHOWN, . POSITIONED FOR APPROPRIATE WATER RUN OFF. OTHER AGENCIES AUTHORITY HAVING JURISDICTION (AHJ). OTHERWISE, THE ALARMS MUST BE HARD WIRED AND INTERCONNECTED. THE CONTRACTOR SHALL NOTIFY THE ELECTRICAL ENGINEER TO BY THE ACT OF SUBMITTING A BID PROPOSAL FOR WORK, THE (CRC R314, R315) VALIDATE THE WIRE SIZE. FINAL DRAWINGS WILL BE RED -LINED AND 18.THE CONNECTORS SHALL BE OF THE LATCHING OR LOCKING TYPE. CONTRACTOR HAS REVIEWED THE PLANS THOROUGHLY AND UPDATED AS APPROPRIATE. CONNECTORS THAT ARE READILY ACCESSIBLE AND THAT ARE USED IN ACCEPTS FULL RESPONSIBILITY OF PLAN CORRECTIONS AND CITY PERMIT CONDITIONS: CIRCUITS OPERATING AT OR OVER 30 VOLTS AC OR DC SHALL REQUIRE A ASSOCIATED CONSTRUCTION COSTS REQUIRED BY AHS TOOL FOR OPENING AND ARE REQUIRED TO BE MARKED "DO NOT DISCONNECT UNDER LOAD" OR "NOT FOR CURRENT INTERRUPTING" 690.33 (C) 8 (E) 19. CONDUIT RUNS SHALL BE PROVIDED WITH SUFFICIENT WEATHERPROOF PULL BOXES OF JUNCTION BOXES/COMBINER BOXES PER APPROPRIATE NEC REQUIREMENTS. 20. OUTDOOR EQUIPMENT SHALL BE AT LEAST NEMA 3R RATED. 21. WIRING MATERIALS SHALL BE SUITABLE FOR THE SUN EXPOSURE AND WET LOCATIONS. FIELD APPLIED PROTECTIVE COATINGS ARE NOT ACCEPTABLE FRONT VIEW SCALE:NTS AERIAL VIEW SCALE: NTS p N 6 a -_ee Ewo REV 1 1 1/27/16 1 PRINT ON 1 E`X24" OATE: 10/26: I S ADI -- JOB d 1313JT T1 I I CHECKED 'I SIGN. C46-733942 COVER SHEET 11. ALL BROCHURES, OPERATION MANUALS, CATALOGS, SHOP DRAWINGS, • WORKING CLEARANCES AROUND THE EXISTING ELECTRICAL EQUIPMENT ETC. SHALL BE HANDED OVER TO OWNER'S REPRESENTATIVE AT THE AS WELL AS THE NEW ELECTRICAL EQUIPMENT WILL BE MAINTAINED IN COMPLETION OF WORK. ACCORDANCE WITH NEC 110.26. • PHOTOVOLTAIC INVERTER WILL BE LISTED AS UL 1741 COMPLIANT. (NEC 690.4 D) • ADEQUATE SPACING MUST BE MAINTAINED BETWEEN ANY PLUMBING SEWER VENTS EXTENDING THROUGH THE ROOF AND THE UNDERSIDE OF THE PHOTOVOLTAIC PANELS (6" MINIMUM RECOMMENDED). • A NEW PROVISION IN THE 2010 CALIFORNIA RESIDENTIAL CODE (CRC) REQUIRES THAT SMOKE ALARMS AND CARBON MONOXIDE ALARMS BE RETROFITTED INTO THE EXISTING DWELLING, THESE SMOKE ALARMS ARE REQUIRED TO BE IN ALL BEDROOMS, OUTSIDE EACH BEDROOM, AND AT LEAST ONE ON EACH FLOOR OF THE HOUSE. CARBON MONOXIDE ALARMS ARE REQUIRED TO BE RETROFITTED OUTSIDE EACH BEDROOM 3 " AND AT LEAST ONE ON EACH FLOOR OF THE HOUSE. THESE ALARMS - MAY BE SOLELY BATTERY OPERATED IF THE PHOTOVOLTAIC PROJECT uc r,,,,.,,,,d, c•ik r,,,,,,,,d, DOES NOT INVOLVE THE REMOVAL OF INTERIOR WALL AND CEILING FINISHES INSIDE THE HOME, OTHERWISE, THE ALARMS MUST BE HARD _ WIRED AND INTERCONNECTED. PLEASE PROVIDE A NOTE ON THE PLANS TO DOCUMENT THESE REQUIREMENTS. (CRC R314, R315) �•ae N"y�s �o- tears • WHERE DC CONDUCTORS ARE RUN INSIDE THE BUILDING (OR ATTIC), THEY SHALL BE CONTAINED IN A METAL RACEWAY. (NEC 690.31 E) • IDENTIFY THAT ALL EXTERIOR CONDUIT, FITTINGS, AND BOXES SHALL BE 1. a 0 u i n 1 a RAIN -TIGHT AND APPROVED FOR USE IN WET LOCATIONS. (NEC 314.15). 2x2 - S $ �� •�• • ANY CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS �i 3 SUNLIGHT RESISTANT.(NEC 300.6 Cl, 310.8 D) p S • ALL PHOTOVOLTAIC OUTPUT CIRCUITS OPERATING ABOVE 30 VOLTS SHALL BE INSTALLED IN READILY ACCESSIBLE LOCATIONS AND IN ELECTRICAL RACEWAYS. (NEC 690.31 A kcoi•"• crkcwm• • ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE BONDED AND ELECTRICALLY CONTINUOUS. (NEC 250.90, 250.96) • PHOTOVOLTAIC ARRAYS SHALL BE PROVIDED WITH DC GROUND -FAULT .p,,,,y,, aa c•urw„�• PROTECTION. (NEC 690.5) S r • THE DC GROUNDING ELECTRODE CONDUCTOR SHALL BE SIZED ACCORDING TO NEC 250.166. (NEC 690.47 B) VICINITY MAP • THE DC GROUNDING ELECTRODE SHALL BE BONDED TO THE AC GROUNDING ELECTRODE AND THE CONDUCTOR SHALL BE NO SMALLER SCALE: NTS THAN THE LARGEST GROUNDING ELECTRODE CONDUCTOR, EITHER AC OR DC. (NEC 690.47 C 7) N • THE AC GROUNDING ELECTRODE CONDUCTOR SHALL BE SIZED ACCORDING TO NEC 250.66. (AND TABLE 310.15 B 6 FOR DWELLINGS) p g (NEC 690.47 C 2) • GROUNDING BUSHINGS ARE REQUIRED AROUND PRE -PUNCHED CONCENTRIC KNOCKOUTS ON THE DC SIDE OF THE SYSTEM. (NEC a 250.97) TOOL FOR OPENING AND ARE REQUIRED TO BE MARKED "DO NOT DISCONNECT UNDER LOAD" OR "NOT FOR CURRENT INTERRUPTING" 690.33 (C) 8 (E) 19. CONDUIT RUNS SHALL BE PROVIDED WITH SUFFICIENT WEATHERPROOF PULL BOXES OF JUNCTION BOXES/COMBINER BOXES PER APPROPRIATE NEC REQUIREMENTS. 20. OUTDOOR EQUIPMENT SHALL BE AT LEAST NEMA 3R RATED. 21. WIRING MATERIALS SHALL BE SUITABLE FOR THE SUN EXPOSURE AND WET LOCATIONS. FIELD APPLIED PROTECTIVE COATINGS ARE NOT ACCEPTABLE FRONT VIEW SCALE:NTS AERIAL VIEW SCALE: NTS p N 6 a -_ee Ewo REV 1 1 1/27/16 1 PRINT ON 1 E`X24" OATE: 10/26: I S ADI -- JOB d 1313JT T1 I I CHECKED 'I SIGN. C46-733942 COVER SHEET 3N SITE PLAN ~ 1 SCALE: 1"= 6' w E 5 I PROPERTY LINE I I 27'-2" I I www. Loyd W Martin .com Solar Structures Engineering #2016-019 Structural Only NEIGHBOR 111'-5" I io GATE FENCE l I TREE �oQ�OFESS Ad /pN9l No. C58724^ I (E) MAIN UTILITY PANEL Exp. 3-31-17 * I (N) AC DISCONNECT I (fes CIV 1� �Q I (N) INVERTER 9pF OF C Ao'i CITY OF LA January 5, 2016 i gl3lLDll\!G &SAE 27'-3" �'.;3 FIRE SETBACK / FOR COI\ISTR 23'-0" , o, o ,' DATE EY (N) EMT CONDUIT > MIN.1/2" ABOVE ROOF (N) J -BOX N Q 57'-0" J ' o I NEW PROPOSED PV ARRAY LOCATION (18) SOLAR WORLD SW 260 MONO MODULES 4.68 kW DC STC _ COPY_RIGHTINOTES:_ ro�'r "mnm�i �. re"m�o'oen�+re'wmr' w'" se ,. F ne Energy QI Z 0 w wz� w I �� 0 I z � V I� INTA Q� DEPS". Q a ° O a z I d d oda a m I Q d n d (n DRIVEWAY ° 40 U a o a < d d O d a d dO d C d m m I o I I I � — • Roof Access Point Roof ecress Poird ehas be Netted lo areas that do rot require the pWremanl of {pound ladders ovar openbtgs such as whMowa ar doors,and located at strong points of building enrtstruction N locations where fire access point does not conflict with o rfumsd obstructions such as tete limbs, when or sign. (R331.4.1 of the 2013 CRC) 605.11.32.3 Residential buildings with roof hips and v H ys. Panelslmodules installed on residential buildings with roof hips and valleys shall be located an closer than 18 inches (457 mm) to a hip or a valley where paels/modala are to be planed on both sidof a hip or valley. Where panets are N be es ]=led on only ox side of a hip or vaiicy that is of equal length, the panels shag be permitted to be - placed directly adjacent to the hip or valley. www. Loyd W Martin .com Solar Structures Engineering #2016-019 Structural Only NEIGHBOR 111'-5" I io GATE FENCE l I TREE �oQ�OFESS Ad /pN9l No. C58724^ I (E) MAIN UTILITY PANEL Exp. 3-31-17 * I (N) AC DISCONNECT I (fes CIV 1� �Q I (N) INVERTER 9pF OF C Ao'i CITY OF LA January 5, 2016 i gl3lLDll\!G &SAE 27'-3" �'.;3 FIRE SETBACK / FOR COI\ISTR 23'-0" , o, o ,' DATE EY (N) EMT CONDUIT > MIN.1/2" ABOVE ROOF (N) J -BOX N Q 57'-0" J ' o I NEW PROPOSED PV ARRAY LOCATION (18) SOLAR WORLD SW 260 MONO MODULES 4.68 kW DC STC _ COPY_RIGHTINOTES:_ ro�'r "mnm�i �. re"m�o'oen�+re'wmr' w'" se ,. F ne Energy DATE: 10/26/1 S ADVOCATE owe J09 # 1313JT AlCHECKED KALE: f_ICENSE4 046-733942 °an SIGN. SHEET TITLE: PLOT PLAN / 0 wz� w oLU �� V I� INTA Q� DEPS". 2 N 1 ,bN oda U W DATE: 10/26/1 S ADVOCATE owe J09 # 1313JT AlCHECKED KALE: f_ICENSE4 046-733942 °an SIGN. SHEET TITLE: PLOT PLAN / " RACKING LAYOUT N SCALE: 1" = 5' W e ` 5 2"x4" TRUSSES @ 24" — — — — PROPERTY LINE ® G ROOF OBSTRUCTIONS _______: RAFTER ® FIRE PLACE RAIL ----------EMT CONDUIT MODULE ® ROOF ATTACHMENT IN INVERTER ® PERF. METER S SKIPPED CONNECTOR JUNCTION BOXE-MAIN SERVICE PANEL O O O O O m O ROOF -A ESS/pN�l 0 �oQ�kOF N N mmumm W No. C58724 * Exp. 3-31=17 CITY OF LA QUINTA cPJq CIVI\ �\P rF III�■��r■�r N OF C A�\Fob January 5, 2016 APPROVED SPANISH TILE www. Loyd W Martin .com i; FOR CONSTRUCTION Solar Structures Engineering Q U #2016-019 Structural Only II .I 11 w 34'-0" O O O O O m O ROOF -A -0" I� 0 in N N mmumm Nunn CITY OF LA QUINTA wz� z III�■��r■�r N BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION w Q U DATE BY O w MENOMONEE 2�"�� N co 0 C O op Y O U -0" I� 0 in N N �--- --}-Roof Aft. Typ. @ 48" Max. COPVRI ,N INOTE3: SP SUB PANEL," IN FIRE PATH A� AC DISCONNECT OATE:10/26/15 HUVvL./A owc JOB $ 1313JT QCNECKEO ALE: LICENSE# C46-733942 oxt SIGN. SHEET TITLE: RACKING LAYOUT N CITY OF LA QUINTA wz� z W N BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION w Q U DATE BY O w 2�"�� N co 0 C O op Y O U OATE:10/26/15 HUVvL./A owc JOB $ 1313JT QCNECKEO ALE: LICENSE# C46-733942 oxt SIGN. SHEET TITLE: RACKING LAYOUT PV Modul SPANISH Dual Ra Al ROOF ATTACHMENT DETAIL A3 ment`� 2g1 1 Point off. vie J -Box --Landscape Modules °F A3 P fpQh �Qi! ortralt Modules G1 A3 Q�tOF ESSS No. C58724 * Exp. 3-31-17 P� c/v�� 9 PF OF C A� COP=113HTINOTES: �rtmn.a� ami�new rw_ wrtmxn na wrann�n�uanMm� ,�i.ar�xo�m�aa�.m rm�mne.�wc ho I -REGULAR MID CLAMP (M8 REC. TORQUE IOFr-Les) G1 GROUNDING & CLAMPING DETAIL 2 -END CLAMP (M8 REC. TORQUE IOFr-LBS) A3 UL 2703 & UL 467 CERTIFIED 3 -DUAL RACK RAIL (STANDARD, LITE OR HEAVY RAIL) *GROUNDING LUG: ONE PER MODULE 3/8" BOLT TO MODULES OR RAILS (REC. TORQUE IOFr-LBS) 3/8" BOLT TO EGC (REC. TORQUE 5Ff-LBS) 4 -ONE LUG AT THE IST MODULE ONE LUG AT THE LAST MODULE 5 -ONE LUG BETWEEN TWO SPLICES OF RAILS 6 -ONE LUG AT 'THE END OF THE RAIL TO GO TO THE J- BOX 7-#6 BARE COPPER EGC SCALE: NTC 8 -PV MODULES January 5, 2016 Mini Flashing WWW. Loyd W Martin .com End Clamp (Apply fresh compatible sealant tothe Solar Structures Engineering Dual Rack Rail #2016-019 Structural Only PV Module Min.5" Above Roof Spanish Tile Roof 2"x4" TRUSSES @ 24" O.0 5/161'x4" Lag Bolt (Min. 2.5" Embed) - 3/8"x6" Screw Upper Carriage Tile Trac (Apply fresh compatible sealant to the base) 1 D With TileTrac° water Flows Crown area S 1 SPLICE BAR DETAIL Sealed at top of tile in the Valley of the Tile A3 of the Tile / Sealed at - underloyment Rafter attached to the rafter rj_1'1V130X DETAIL A3 Modul DC Cable or AC Cable For Micro Inverter Strain Relief -J-Box Rain Tight, Steel EMT Connector, -EMT Conduit -Approved Long Lasting Block Strut Strap Conduit Above Roof To Load Center/Main Service f,� rte Energy I Aj DATE: 1012611 5 1 H U V U L nwc JOB # 1313JT A3CHECKED ALE: LICENSER C46-733942 o SIGN. ATTACHMENT DETAIL of ROOF-A SIDE VICo=GMj1° A4 SCALE: NTS Ridge Boar 2'x4" TRUSSES @ 24" O.0 v F ne Energy N � N 7'-0" 9'-0" O o - Q o LLj M co is U W) w r4 XTERIOR BEARING 0 0 0 G� WALL EL a a a �QV EAST SIDE OF WALL o w zH N f--i Cn C 0 Cc o2 ELECTRICAL EQUIPMENTS ELEVATION A4 SCALE: NTS EMT CONDUIT TO THE PVA �/ FESS I ° e 06� �O q� RUILD1(C) QUiN EXISTING MAIN INVERTER & SAFcD SERVICE PANEL pp DEPT. CY No. C58724 ED FOR COW Exp. 3-31-17 DATE LP�q� C 1 V —'ABY F OF C January 5, 2016 O AC DISCONNECT www. Loyd W Martin .com Solar Structures Engineering 0 #2016-019 Structural Only 10" MIN. 10" MIN. 5' MAX7 Z EXISTING A CEP GAS METER o "IF NEAR" 3' MIN. co EAST SIDE OF WALL DATE: 101295115 ADVOCATE nwc JOB # 1313JT A4CHECKED SCALE: LICENSE# C46-733942 SEE OML SIGN. SHEET TITLE: GENERAL DETAIL Wl;�v9�koF ESS/p 1SINGLE LINE DIAGRAM HI TEMP. 52°C LOW TEMP. -11°C � � No. C58724' WWW. Loyd W Martin .corn * Exp. 3-31-17 Solar Structures Engineering d,4 c/Vii- �� SOLIS #2016-019 Structural Only OF CAQF�� 4.6K -2G -US WITH DC DISCONNECT JUNCTION BOX1 January 5, 2016 & AFCI STRING A, 9 MODULES DC 1 NEMA 4 CONDUIT + + ++ 1 - - - g 4" EMT 0 GROUNDING MID CLAMP #6 BARE Cu GROUNDING LUG STRING B, 9 MODULES 1GROUNDING�CL.AMP wall GROUNDING LUG EXISTING MAIN SERVICE PANrM 200A MAIN BREAKER 200A BUS MAIN AC DISCONNECT 'AC' LOCKABLE & VISIBLE (e) ACCESSIBLE, NEMA3R m 200A 2 "MSB" MODULE/RACKING EGC DC. CONDUIT POC CONDUIT LOAD -SIDE t�L1G 4^ EMT q" EMT DC.1 (n) AC. p 30Al2P #6 BARE Cu c ®F ®. U� TA i PVB MODULE/RACKING CONDUIT + +_+ +' �l C PT• EGC JUNCTION BOX2 BUILDING & SAFETY NEMA 4 4" EMT AP p RO 41 E u ) G FOR CONSTRUCTIL PV MODULE RATINGS Cad STC MODULE MFR: SOLAR WORLD MODEL: SW260 MONO Voc = 38.9V VMp = 30.7V Isc = 9.18A Imp = 8.56A PV ARRAY INFORMATION # OF SERIES MODULES PER STRING: A&B9 Voc PER STRING = 38.9V * 1.16 * 9 = 406.12V VMp PER STRING = 30.7V * 9 = 276.3V # OF STRINGS PER INVERTER = 2 MAX SYSTEM CURRENT = Is,, = 9.18A IMAX =9.18A* 1.25= 11.47A MIN CONDUCTOR AMPACITY = MAx * 1.25 = 11.47 * 1.25 = 14.34A FUSE SIZE (OCPD) = 15A PER STRING Dc. PV MODULES TO J -BOX = 30' 2 # 12 (+ve & -ve) + 1# 6 BARE Cu, EGC TERMINALS RATED @ 90°C #12 AMPACITY PER 310.15(B)(17) = 40A AMB. TEMP. PER (310.15)(B)(3)(C) > 321"= 69°C TEMP. CORRECTION FACTOR @ 69°C = 0.58 40A * 0.58 = 23.2A > 14.34A PER STRING V_Drop @ 30'= 0.4% OK TO INSTALL A LISTED PV WIRE #12 E NOTE:p was calculated assuming daisy ever, leap frog is recommended tovoltage drop. GROUNDING TGC": AMB. TEMP. PER (310.15)(B)(3)(C) > 31" = 69°C TEMP. CORRECTION FACTOR @ 69°C = 0.58 MODULES & RACKING: 1 FAULT MAX = 9.18A * 1.56 = 14.33A MIN. EGC PER 690.45 = 14.33A/ 0.58 = 24.71A PER 310.15(B)(16) EGC TO BE USED #10 DESIGNER NOTE: To comply with [250.120(C)]: • If EGC is inside conduit OK to use #10, or #8 when calculation permits. • If EGC in free air use #6 bare, Cu. Modules frames are bonded together using a UL 2703 CERTIFIED grounding mid clamp modules and rails are in contact with EGC using a UL 467 certified & UL 2703 recognized DR -GBS -P6 grounding lay in lug Conduits are bonded to EGC using grounding bushing. EGC complies with [690.43],[690.45]&[690.46] JUNCTION BOX TRANSITION FROM #12 PV WIRE TO #10 "THWN-2" RATED@ 90°C Polaris connectors are recommended Optional transition after j-box2 from #6 bare EGC to min #10 EGC using any NEC approved method for joining and bonding EGC such as a grounding bar. AC DISCONNECT RATING DISC SW RATING = 30A DISC VOLT RATING = 240V 2POLES, NON-FUSED Dc. J-BOX1 TO J-BOX2 = 5' I DAT 2 #10 (+ve & -ve) J-BOX2 TO INVERTER = 55' 4 #10 (2 +ve & 2 -ve) + MIN #10 EGC, Cu. TERMINALS RATED @ 90°C #10 AMPACITY PER 310.15(8)(16) = 40A CONDUITS ARE z" ABOVE THE ROOF AMB. TEMP. PER (310.15)(B)(3)(C) > 3Z" =69°C TEMP. CORRECTION FACTOR @ 69°C = 0.58 DERATE FACTOR @ 4 C.C.0 = 0.8 40A * 0.58 * 0.8 = 18.56A > 14.34A PER STRING V_DROP@ 60' = 0.5% OK TO USE #10 "THWN-2" Cu, RATED @ 90°C INVERTERS RATING INVERTER MFR: NINGBO GINLONG TECH. INVERTER MODEL: SOLIS 4.6K -2G -US DC VOLT RATING = 600V MIN DC / START UP VOLTAGES =120V DC MAX USABLE INPUT CURRENT: PER MPPT = 10+18A PER INVERTER = 36A AC MAX OUTPUT POWER @ 240V = 4.6 kW AC MAX OUTPUT CURRENT = 20A MIN WIRE SIZE = 20A * 1.25 = 25A MIN (OCPD)=25A, AVAILABLE (OCPD)=30A, TERMINALS RATED @ 75°C INVERTER TO AC DISC. = 10' AC DISC. TO MAIN SERVICE PANEL = 5' 3 #10 (L1, L2, N) , #8 EGC TERMINALS RATED @75°C #10 AMPACITY PER 310.15(B)(16) = 40A TEMP. CORRECTION FACTOR @ 52°C = 0.76 40A * 0.76 = 30.4A > 30A(OCPD) V_DROP @ 15' = 0.3% OK TO USE #10 "THWN-2" Cu, RATED@ 90°C EXISTING GROUND E-�-gY __--- ROD G MAIN PANEL RATING EXISTING SPLIT PHASE 3W 120/240V BUS BAR RATING = 200A MAIN SERVICE BREAKER = 200A TOP FEED 120% RULE: MAX ALLOWED FEED = 1.2 * 200A = 240A ACTUAL FEED = 200A "MSB" + 30A "SOLAR" = 230A < 240A MAX OK TO ADD SOLAR BREAKER @ THE OPPOSITE END OF THE BUS AWAY FROM THE MAIN BREAKER. OUTPUT CALCULATIONS PV SYSTEM MAX DC OUTPUT = 260W * 18 = 4.68 kW PV SYSTEM MAX AC OUTPUT: (01) SOLIS 4.6K -2G -US (18) SOLAR WORLD SW260 MONO PMAX (PTC RATING) PER MODULE = 235.1 W 235.1 W * 18 = 4.23 kW 4.23 kW * 97% INVERTER = 4.1 kW WIRE LOSS: DC SIDE = 0.9% < 1.5% RECOM. BY FEEPC AC SIDE = 0.3% < 1.5% RECOM. BY SMA TOTAL = 1.2% < 3% RECOM. BY FEEPC F�e Falergy C 0 di en Z w N 0 01 W W U o W 2 H N U) O J0a U O DATE: 10126/15 IAQVULA owc JOB # 1313JT El -CHECKED ;GALE: LICENSE# C46-733942 mt SIGN. SHEET TITLE: SINGLE LINE DIAGRAM LABEL LOCATION � Y off- (C) (IC) (BC) LABEL LOCATION PER CODE CRC R331.2' (AC) _ MAX POWER POINT [E] A CURRENT (IMPP) MAX POWER POINT � V VOLTAGE (VMPP) MAX SYSTEM V VOLTAGE (VOC) � SHORT CIRCUIT A CURRENT [W:RNING� ELECTRICAL SHOCK HAZARD DO NOT LTOLUT CH TERMINALS TERMINALS ON I BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSEDTO SUNLIGHT WARNING] ELECTRICAL SHOCK HAZARD IF A GROUND FAULT IS INDICATED NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED 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) D O� PER CODE CEC 690.14.C.2 MAX AC OPERATING �i A CURRENT MAX AC E)P.ER.KIN Gm =E VOLTAGE WARNING ETECTR'IC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSI;T,I.ONS WARNING INVERTER O-UTPGT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE PHOTOVOLTAIC POINT OF INTERCONNECTION WARNING 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 MAX AC OPERATING CURRENT a A MAX AG OPERATING �I V IIIIIIIIIIIIIIIIIIII�V.Q LTAG E 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 CAUTION ' • PHOTOVOLTAIC SYSTEM - • CIRCUIT IS BAGKFED • • •' LABEL LOCATION O W LABEL LOCATION (POI) (AC)(POI)° G�An'm off- PER CODE PER CODE o °o® CEC 690.54 - 0 CEC 705:12.D.7 0 0 (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 CITY >< OF lA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY 0.47'9:1 C1o8/I S Q Z U W 0 O N 4 U N G1 U P— oo oo 0 M Fm►rltwits I PLACARD CAUTION. POWER TO THE BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS N LOCATED AS SHOWN w s s Q N O 0 z w Q 0 z w Q r OF �LIINTAQSPT.ING & 5AFJUG�RCS Y OATS: J O/z6/7 5 Fa i �e Eflergy Sunmodule;--/Plus SW 260 MONO (33mm frame) TUV Power controlled: aj Lowest measuring tolerance in industry 111711 Every component is tested to meet 3 times IEC requirements J AlDesigned to withstand heavy accumulations of snow and ice OSunmodule Plus: Positive performance tolerance 'J 9ZSR 25 -year linear performance warranty and 10 -year product warranty J Glass with anti -reflective coating 91 World-class Uall}E� •ovilmed,IEc61 IS quality DIZI.tested. LEC -c GO ® N •Blowing sand resisbnm,lEC 60068-2-fiB Fully -automated production lines and seamless monitoring of the process and mate- D e Ammonia resistance, IEC 62716 rial ensure the qualitythatthe company sets as its benchmarkfor its sites worldwide. :P:,I di,Ist .,ProN corrosion, C us pert Is1.,;.Perero1ed*" UL 1703 SolarWorld Plus -Sorting ' P°" rant Plus-Sorting guarantees highest system efficiency. SolarWorld only delivers modules • ' " that have greater than or equal to the nameplate rated power. 1 C E _ Home Innovat on NGIE DafFN CEIiIf IED. 25 -year linear performance guarantee and extension of product warranty to 10 years SolarWorld guarantees a maximum performance digression of 0.7% p.a. in the course ave of 2S years, a significant added value compared to the two-phase warranties com (Mcs? G� mon in the industry, along with our industry -first 10 -year product warranty.' 'in accordance with the applicable SolarWorld Limited Warranty at purchase. www.solarworld.com/warranty solarworld.com ift Quality modules made in Germany 77� Sunmodule;/Plus SW 160 MONO (33mm frame) PERFORMANCE UNDER STANDARD TEST CONDITIONS (STC)' Maximum power Pm„ 260 Wp Open circuit voltage V. 38.9 V Maximum power point voltage VmPP 30.7 V Short circuit current Is, 9.18 A Maximum power point current Impp 8.56 A Module efficiency nm 15.51% 'STC: 1000 W/m', 25'C, AM 1.5 1) Measuring tolerance (P,,,,) traceable to TUV Rheinland: +/- 2% (TUV Power Controlled) THERMAL CHARACTERISTICS NOCT 46 °C TC Is, 0.04 %/'C TC,ml -0.30 %/'C TC PmPP -0.41 %/'C Operating temperature -40°C to 85°C 4.20 (106.65) 7.12 (180.85) 0 0 rri a 11.32 (28zso) 1.30 (33) Module voltage (V] V. All units provided are imperial. SI units provided in parentheses. SolarWorld AG reserves the right to make specification changes without notice. PERFORMANCE AT 800 W/m2, NOCT, AM 1.5 Maximum power Pm,x 194.2 Wp Open circuit voltage VDD 35.6 V Maximum power point voltage VmPP 28.1 V Short circuit current Ise 7.42 A Maximum power point current IMP 6.92 A Minor reduction in efficiency under partial load conditions at 25'C: at 200 W/m',100% (+/-2%) ofthe STC efficiency (1000 W/m=) is achieved. COMPONENT MATERIALS Cells per module 60 Cell type Mono crystalline Cell dimensions 6.17 in x 6.17 in (156.75 x 156.75 mm) Front Tempered glass (EN 12150) Frame Clear anodized aluminum Weight 39.7 lbs (18.0 kg) SYSTEM INTEGRATION PARAMETERS Maximum system voltage SC 11 /NEC 1000 V Maximum reverse current 25A Number of bypass diodes 3 Design Loads' Two rail system 113 psf downward64 psf upward Design Loads' Three rail system 178 psf downward 64 psf upward Design Loads' Edge mounting 178 psf downward 41 psf upward ' Please refer to the Sunmodule installation these load cases. ADDITIONAL DATA instructions for the details associated with Powersorting' -0 Wp/+5 Wp 1 -Box IP65 Module leads PV wire per UL4703 with H4 connectors Module type (UL 1703) 1 Glass Low iron tempered with ARC 0.43 (11) Compatible with both "Top -Down" and "Bottom" mounting methods Grounding Locations: –4 locations along the length ofthe module in the extended flange. 1.30 (33) �OQ?,OFESS �.— 1.14 (29) No. C58724 Lin www. Loyd W Martin .corn Solar Structures Engineering #2016-019 Structural Only Exp. 3-31-17 January 5, 2016 SW-01-7104US-G 03-2015 Solis -2G -US Single Phase Inverter Solis inverters Q�OF ESS/pN CO O l,Z No. C58724 m Exp. 3-31-17 CPO�9TF OF'C AQFO��\P January 5, 2016 www. Loyd W Martin .corn Solar Structures Engineering #201&019 Structural Only P. Over 97.8% Max. efficiency ► Dual MPPT design with precise MPPT algorithm starting from 2.5kW ► Ultra wide input voltage range ► Integrated AFCI ► Compact and light design for one-person easy installation ► NEMA 4X, visually pleasing for indoor and outdoor installations ► RS 485, WiFi/GPRS (optional) interface ► Numerous protection functions for "peace of mind" ► Web -based data monitoring and on -the -go monitoring via smart phone app P. 10 years standard warranty Manufacturer: Ginlong (Ningbo) Technologies Co.,Ltd., Ningbo, Zhejiang, P.R.China US Office: 565 Metro PI. S. Suite 3214, Dublin OH 43017, USA Toll-free: 866.438.8408 1 Email: sales@giniong.com I sales@giniong-usa.com \Arch• wwul ninlnnn rnm I unuw ninlnnn_iico rnm G GINLONG rMOoet Dans= Ifr[l�-ua�JonS��:ofC'LGua�sols2R=Lis-uJ, sons=c�R=Glias 1o�rs=arrLls-u,sonss:fSrt=Lt�ua�,oI1541c'L�uJponsfi:ort=LV uJI�olls•arC'Lliva� Energy source IRV DC Values Max power per MPPT (Watts) 1200 1800 2400 3000 3600 4300 4800 5500 6000 Max voltage (Volts) 500 600 Startup voltage (Volts) 80 120 Full power MPPT voltage range (Volts) 100-400 150-400 200-400 125-500 150-500 180-500 1 145-500 165-500 180-500 70400 100-400 100-500 Max usable input current per MPPT (Amps) 10 10+10 10+18 15.6 15.6+15.6 15.6+23.4 Number of MPPT 1 2 1 2 AC Values 1000 1500 2000 2500 3000 3600 4000 4600 5000 Continuous output power (Watt) 1100 1700 2200 2800 3300 4000 4400 5000 5000 208/240 Operating voltage range (Volts) 183-228(for 208V rated)/211-264(for 240V rated) Operating phase Single 10 10 16 20 20 20 25 32 32 Max continuous output current (Amps) 4.3 6.5 8.7 10.9 13 15.7 17.4 20 21.7 Output power factor >0.99 Grid current THD THD<3% DC injection current (mAmps) <20 Nominal grid frequency (Hertz) 60 Operating frequency range (Hertz) 59.3-60.5 Efficiency Peak efficiency 96.8% 97.5% 97.8% CEC weighted efficiency 96.2% 96.8% 97% MPPT efficiency 99.9% 99.9% 99.9 Protectlon Temperature protection Yes DC reverse -polarity protection Yes AC short circuit protection Yes AC output overcurrent protection Yes Output overvoltage protection-Varistor Yes Ground fault monitoring Yes Grid monitoring Yes Islanding protection Yes Integrated AFCI(DC arc -fault circuit protection) Yes Integrated DC switch Yes Rapid shutdown Optional General data Dimensions (inch) 13.3W*25.9H*6.5D 13.3W*25.9H*6.8D Weight (lbs) 21,6 33.1 38.6 Topology Transformerless Internal consumption <1W (Night) Ambient operating temperature range -25*C-60*C/-13*F-140*F Enclosure type NEMA 4X Noise emission(typical) <30 dBA Cooling type Natural convection Max.operating altitude without derating 2000m Designed lifetime >20 years Compliance CAN/CSAC22.2 N107.1, UL1741, UL1998, UL16996, FCC part 15, Class B Operating surroundings humidity 0^-95% Features Conduit connention Plugged 3/4" openings for bottom and side Display LCD, 2 x 20 Z. Interface RS 485, WiFJGPRS (optional) Dual Rack PV MOUNTING SYSTEMS DUAL RACK - STANDARD RAIL Dual Rack rails were designed to be customized for solar PV arrays on residential and commercial projects. They are engineered for strength and durability and tested for spans of up to eight feet. Installers prefer Dual Rack rails because they are strong, reliable, time saving, and available at the best price in the marketplace. ETL CLAS Gus Intertek 60007" Confom to UL sue 2703 PA rproduct Lirie J ADVANTAGES Product Name • Advanced Dual Rack design Standard Rail 144" - Clear • PE Certified in 16 states CExp • No special training required Standard Rail 204" - Clear ST -144-B F • Save time and money on installations OF CPlo • Less parts, two ways to install Standard Rail 204° - Black • 3 sizes available: 12', 14'& 17'- in silver & black • 10 year limited warranty • Conforms to LIL STD 2703 and Class A Fire Rated ETL CLAS Gus Intertek 60007" Confom to UL sue 2703 PA rproduct Lirie J Item # Product Name ST -144-C Standard Rail 144" - Clear ST -168-C Standard Rail 168"- Clear ST -204-C Standard Rail 204" - Clear ST -144-B Standard Rail 144" - Black ST -168-B Standard Rail 168° - Black ST -204-B Standard Rail 204° - Black Material FSpecifications Material Designation 6005-T5 Density (p) 168.56 Ibs/fN (2.7 g/cm') Coefficient of Thermal expansion (a7) 1.306E-05/'F(2.35E-05/°C) Diffusivity (A) 200.00 W/m-°K Modulus of Elasticity (E) 10.152E06 Psi (7,000 kN/cm2) Shear Modulus (G) 3.916E06 Psi (2,700 kN/cm2) Mechanical�Pi"operties. - t`:,�.. � . Tensile Strength (f "x) 38.0 Ksi (26.0 kN/cm2) Tensile Yield Strength (f,k) 35.0 Ksi (24.0 kN/cm2) Profile Wall Thickness (t:5 0.39 in/100 mm) Section Properties Ix 0.383 in Wx 0.334 in' b 0.206 in* WY 0.262 in' A 0.581 int Weight 0.68 lbs/ft Ordering Specifics:. ^ ` Standard Packaging 6 pcs Dimension 144°1168°1204° Weight 0.68 lbs/ft Rail Span (ftl) . EXP Wind Speed (Mph) 0.0 10.0 Zone 1 Snow Load (psf) 20.0 30.0 40.0 50.0 110 8.0 7.0 6.0 5.0 4.5 4.0 120 8.0 7.0 6.0 5.0 4.5 4.0 130 8.0 7.0 6.0 5.0 4.5 4.0 B 140 8.0 7.0 6.0 5.0 4.5 4.0 150 7.5 7.0 6.0 5.0 4.5 4.0 160 7.0 7.0 6.0 5.0 4.5 4.0 170 7.0 7.0 6.0 5.0 4.5 4.0 180 6.5 6.5 5.5 5.0 4.5 4.0 110 8.0 7.0 6.0 5.0 4.5 4.0 120 8.0 7.0 6.0 5.0 4.5 4.0 130 7.5 7.0 6.0 5.0 4.5 4.0 c 140 7.0 7.0 6.0 5.0 4.5 4.0 150 6.5 6.5 5.5 5.0 4.5 4.0 160 6.0 6.0 15.5 5.0 1 4.5 1 4.0 170 5.5 5.5 5.5 5.0 4.5 4.0 180 5.5 5.5 5.5 5.0 1 4.5 14.0 A. The table above ONLY Includes Dual Rade rail capacity. It does not Include roof attachment of roof capacity check. B. Wind risk category II perASCE7.10. C. Topographic factor, W is 1.0. D. Maximum mean roof height is 30 ft E. Average parapet height is 0 ft F. Roof pitch is between 7 degree and 27 degree. G. MaArnum solar panel weight Is 50 ms. H. Height of solar panel Is between Y and 10' to roof. 'See Zona 2 & 3 span table ca ab in Installation ManuaVP.E. certification.. _ 24>t N. lothStreet #6-�, Sacramento, GA 958ii www.DualRack.net 4 2DualR ■ ■•■ ■•. -- - 'W PV MOUNTING SYSTEMS : iclis �liiailc•i itilr�ii,�:lC101iviIMI lic•ililritiZl'u'jitipi ili�Y� Dual Rack -Standard Rail 1,57" -yam Installation Guide Dual Rack is a robust, long -life photovoltaic (PV) module mounting system for both flat and pitched roof. It consists of aluminum rails, roof attachments and all necessary small parts to ensure a safe installation. Dual Rack allows modules to be mounted in both landscape and portrait orientations. • Dual Rack technology can be installed in two different ways: Top down attachment style and L -Foot style TOP DOWN • Measure and mark location of each standoff to roof connection. • Drill 3/8° hole through Dual Rack standard rail for each standoff location • Attach standoff to roof with 5116" lag screw. Attach Dual Rack standard rail to standoff with 318" bolt and washer period. L -FOOT STYLE www. Loyd W Martin .corn Solar Structures Engineering 2016 019 of t I O I • After securely installing standoff to rafter, attach L -foot with 318" bolt and nut to Dual Rack standard rail at desired height • Dual Rack L -foot enables height adjustment up to 1.1 inches. �pQlz ESSlpN9� No. C58724 Exp. 3-31-17 ; C I V o. OF C P,\0 � # - I uc ura n y January 5, 2016 Contact Info Distributor Info Dual Rack Inc. 241 N. 10th Street, # 6-7 IP Sacramento, CA 95811 U. 4 916-492-2797 1111110 24>L N. loth Street #6-7, Sacramento, CA 958ii www.DualRaUMTet Dual Rack PV MOUNTING SYSTEMS TILE STRUT The Tile Strut attachment allows for a structural roof rafter connection with optimal attachment stud location adjustability. The Tile Strut is compatible with most popular roof mounting systems and could be used for both flat and Spanish concrete tile. Design results in the best looking system in the industry. Both black and clear anodized product is available. /: I IZK,I,I 0ff"� • Compatible with Dual Rack Rails • No tile replacement needed • Three pre -drilled holes on Tile Strut base • Easy installation saves time and labor costs • Cost effective • Clear and Black anodized product available • 10 Year Limited Warranty ■RESIDENTIAL •COMMERCIAL ■UTILITY Product Line Item Product Name DR -CTS -01 Tile Strut - Clear DR -BTS -01 Tile Strut - Black Material Designation 6005-T5 Density (p) 168.56 IbslfN (2.7 g/cm') Coefficient of Thermal expansion (a7) 1.306E-051 °F(2.35E-05/°C) Diffusivity (A) 200.00 W/m-°K Modulus of Elasticity (E) 10.152E06 Psi (7,000 kN/cm2) Shear Modulus (G) 3.916E06 Psi (2,700 kN/cm2) Component List Material QTY Tile Strut Base 01 Channel Nut 01 Mini Flashing 01 3/8" x 6" Screw 01 3/8" x 4" SS Lag Bolt 01 3/8" SS Flange Nut 02 Sealing Washer 01 Ordering Specifics Qty / Box Weight / Box Box Size Small Box 20 pcs / Box 11.5 lbs / Box 9.65" (L) x 7.68" (W) x 6.10" (H) Bigger Box 80 pcs / Box 44.5 lbs / Box 14.5" (L) x 9.0" (W) x 12.0" (H) �oQVIjOF ESS/pNq\ �No.��587:2' * Exp. 3-31-17 s�hq 1 V 1 OF C January 5, 2016 • Conforms to LIL STD 2703 and Class A Fire Rated WWW. Loyd W Martin .com Solar Structures Engineering #2016-019 Structural Only ETL CLASSIFIED Eta us Intertek 5000799 Conforms to UL SUB 2703 W]�Dual *1 -rr Tr RMPV MOUNTING SYSTEMS -- — : RiE S11 EZi ili, N1l.O11Y1IMIE1R1l.1IIA�L�'■liijitili7iiTji� TILE STRUT Installation Guide For detailed instructions please refer to the Dual Rads installation guide 1. Remove the file and locate the rafter. 2. Insert the lag bolt through t Tile Strut and apply compatible sealant. 4. Screw the 5/16" lag bolt into rafter, embedded min. 2.5" tightening torque depends on the planned location. 5. Slide the supplied channel strut through the Tile Strut. 6. Carefully drill a hole through t 7. Use two wrenches to attach the 8. Apply fresh compatible sealant 9. Attach rail to the headless tile using 112° drill bit. 3/8" nut to the threaded headless bolt. to seal the tile openinig and lower threaded bolt using two 3/8' nuts. Attach to the channel nut below the the mini flashing. file and remove the nut when done. Contact Info Distributor Info Dual Rads Inc. 241 N. 10th Street, # 6-7 Sacramento, CA 95811 916492-2797 241 N.loth Street �, Sacramento, CA 95811 www.DualRack.net 40Dual Rack PV MOUNTING SYSTEMS GROUNDING LUG The Dual Rack GBS -P6 is a grounding bonding splice lug that is compatible with all solar racking systems and framed solar modules. The Dual Rack GBS -P6 is the first lug that is not only a grounding, it is also a grounding jumper as this can be installed at spliced section of railing. This will keep onsite inventory lower with the multipurpose lug that works to ground and bond solar PV modules and racking systems. With the Dual Rack GBS -P6 you will find only lower cost and faster installations with the only grounding bounding splice lug on the market to be UL467 certified and UL2703 recognized ADVANTAGES • Compatible with Dual Rack PV mounting system • Easy installation save time • Electrically bond the solar modules together • Mechanically clamp solar panels in place • Made from stainless steel 1.4301 • Lock -time bolt for secure attachments • Compatibale with 12-6 AWG Cu. • UL 467 Certified and UL 2703 recognized ETL CLASSIFIED OOTus Intel 5000799 Conform. to UL SUB 2707 ■RESIDENTIAL ■COMMERCIAL •UTILIT'Y uct Line ' Item# Product Name fDR -GBS -P6 DR Grounding Bonding Splice Lug Material Specifications - Grounding Mid Clamp Material Designation Stainless steel 1.4301 Chemical Formula X5CrNi1810 Hardness A2-70 Density (p) 493.2 Ibm/ft' (7.9 g/Cm') Coefficient of Thermal expansion (a7) 2.88E -05/°F (1.60E -05/°C) Diffusivity (A) 17.00 Wirl Modulus of Elasticity (E) 35.50E06 Ibm/ft2 (17,000 kN/cm2) Shear Modulus (G) 13.47E06 Ibm/ftz (6,450 kN/cm2) Component List - Grounding Mid Clamp Material QTY Grounding Lug 01 Back Plate 01 3/8" Hex Nut 01 Voltage: Up to 1000V DC, 480V AC Short Term Current Test (UL 457) 6AWG =1530A (6 Seconds). I Solar panels and related photovoltaic products require grounding per the National Electric Code (NEC Article f 690.43). These applications include, but are not limited to electrical grounding of solar modules and roof tiles. ,O�koF ESS/p\ ql I C O . No. C58724 &p.3-31-17 7 4, SIV \F C Al _F5V January 5, 2016 www. Loyd W Martin .com Solar Structures Engineering #2016-019 Structural Only 241 N. loth Street ., Sacramento, GA 95811 ww 1a1Rack.net Dual Rack PV MOUNTING SYSTEMS GROUNDING MID CLAMP Dual Rack stainless grounding mid clamp has been tested and certified to UL 2703. With advanced design, each grounding mid clamp pierces through the anodized coatings of the solar module frame to form secure electrical bounds, which are repeated throughout the array. Dual Rack Grounding Clamp has proven robust in grounding 60 -cell and 72 -cell Type 1 solar module frames. Comparing with traditional solar module grounding method, Dual Rack integrated grounding system, including grounding mid clamp and grounding, bounding, splicing three -in -one stainless lug (GBS -P6, UL467), eliminates separate module grounding hardware, and it creates many parallel grounding paths throughout the array, providing greater safety for system owners, also saves installation time and hardware cost. ADVANTAGES • Compatible with Dual Rack PV mounting system • Electrically bond the solar modules together • Conforms to UL STD 2703 and Class A Fire Rated ETL CLASSIFIED 001 us mterEll 5000799 Contorm. to UL SUB 2703 Item # DR -GMC -01 ■ RTETSIDTENT_ATL�O�MIMIEIRTC I A L ■ UST I L I TjY Product Name DR Grounding Mid Clamp Material Specifications - Grounding Mid Clamp Material Designation Stainless steel 1.4301 Alloy X5CrNi1810 Hardness A2-70 Density (p) 0.29 Ibmlin' (7.9 g/cm') Coefficient of Thermal expansion (a) 8.9E-06/'F(1.60E-051'C) Modulus of Elasticity (E) 24,677.4 Kip/int (17,000 kN/cm2) Shear Modulus (G) 9,362.9 Kip/in' (6,450.00 kN/cm2) Material Specifications - Channel Strut Material Designation 6005-T5 Density (p) 168.56 lbs/ft' (2.7 g/cm') Coefficient of Thermal expansion (a) 1.306E-05/'F(2.35E-051°C) Diffusivity (A) 200.00 W/m-°K Modulus of Elasticity (E) 10.152E06 Psi (7,000 kN/Cm2) Shear Modulus (G) 3.916E06 Psi (2,700 kN/cm2) Material GQTy i Mid Clamp 01 Channel Strut 01 Lock -Tight M8 Allen Bolt-05mm 01 { Lock Washer 01 - Ordering Specifics Package Small Box Big Box Standard Packaging 10pc 80pc 320pc Weight 1.67 lbs 13.36 lbs 53.44 lbs Installation Guide For detailed instructions please refer to the Dual Rack installation guide own 241 N. loth Street #6-7, Sacramento, CA 95811 www.DualRack.net Loyd W. Martin IVItI>&67 Professional 53,&- ofo Engineer, 2510 W. 237th St. #206 Torrance, CA 90505 Tel: 1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Structural Calculations for a Roof Mounted Solar Photovoltaic System for: Zamora Resid 53080 Avenida La Quinta, CA Applicable Codes: DA EIVED JAN 19 2016 OF IA OUINTA ITY DEVELOPMENT Q�OF ESS/p\ No. C58724 Exp.3-31-�7,, plVl\- CAL\F 2013 California Buflding Code, 2013 California Electric Code, 2013 California Mechanical Code, American Society of Civil Engineers Standard ASCE 7-10 Minimum Design Loads for Buildings and Other Structures, 2012 American Forest & Paper Association National Design Specification for Wood Construction, Local Municipal Code, and all other codes which are adopted by reference or enacted by law. Assumed Design Parameters: r The existing structure has been built under a building permit and is in its original condition. The existing roof structure is capable of its code required live load and the ability of the roof structure to support live loads has not been substantially reduced by the age of the structure, termites or mold, or unauthorized modifications to the existing structure. Solar Energy Contractor shall make an inspection of the existing roof framing system prior to installation of the roof mounted solar energy system to verify that the existing roof is capable of supporting minimum roof live loads. Assumed Design Parameters: All 2x members are grade Douglas Fir #2 or better All 4X members are grade Douglas Fir #1 or better All Roof Connectors are Simpson Strong -Tie or Equal All Concrete Foundations are f = 2500 psi or stronger Original Structure was built to the Type -V Wood Framed Standards of the Applicable Building Code at the time of Construction. Sht # 1 of6 2016-019 SPVE Carlos Zamora Residence Date: January 5, 2016- Loyd W. Martin Professional Engineer, Inca 2510 W. 237th ,St. #206 Torrance, CA 90505 Tel: 1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Note to Building Official: Based upon a review -of the proposed plans I am confident.that the existing roof framing system is capable of safely supporting the additional loads caused by the new solar photovoltaic energy system. The contractor shall field verify that the existing roof structure is in its original permited condition and verify that it can support the normal code required roof live loads. Attached in this package are several, calculations showing that the roof members can support the additional weight of the solar array. Furthermore, an analysis of the solar array's support for wind forces and a seismic analysis of the existing structure are also included. S�Q?,OF ESSI W. Check Existing Roof Rafters (a_ 24" O.C.: No. C58724 (Assume max rafter span = 20 ft.) * Exp. 3-31-17 w DL + LL 9rF OF C W = 30 psf x 2 ft. = 60 plf R1 R2 20' Total load on rafter = 60 plf x 20 ft. = 1,200 lbs ` PA Sht # 2 of 6 2016- 019 SPVE Carlos Zamora Residence Date: January 5, 2016 Loyd W. Martin Professional Engineer, Inc. 2510 W. 237th St. #206 Torrance, CA 90505 Tel: 1.310.464.1804 Email:loydwmartin@gmail.com www.loydwmartin.com Check Existing Roof Rafters: W DL +'LL '=30 psf x 2 ft. = 60 plf Total load on rafter W DL R1 20' 9' 11' =60plfx9ft.+28plfx11 ft+(4'x2.75'x3psfx4) = 980 lbs < 1,200 lbs OK Check attachment of Support to Existing Structure for Wind Uplift 1K CHECK SOLAR STRUCTURE ATTACHMENTS PER ASCE 7-10 COMPONENTS AND CLADDING METHOD 1 PART 2 FIGURE 30.5-1 THEREFORE CHECK ATTACHMENT FOR TYPICAL CRITICAL LOAD WHICH IS THE EDGE ZONE - ZONE 2 NOTE: PER DEFINITION ON SHEET 243 OF ASCE 7-10 EFFECTIVE WIND AREA: "FOR CLADDING FASTENERS THE EFFECTIVE WIND AREA SHALL NOT BE GREATER THAN THE AREA THAT IS TRIBUTARY TO AN INDIVIDUAL FASTENER." PER FIGURE 30.5-1 OF SHEET 346 ASCE 7-10 WIND SPEED 130 MPH /�e�°F�SS9l EFFECTIVE AREA = 15 SQ FT 7Exp.3-31-17 INTERPOLATION OF WIND UPLIFT FORCE: * Sht # 3 of 6 2016- 019 SPVE Carlos Zamora Residence Date: January 5, 2016 Loyd W. Martin Professional Engineer, Inc. 2510 W. 237th St. #206 Torrance, CA 90505 Tel: 1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check attachment of Support to Existing Structure for Wind Uplift - Cont'd Tributary Area to Each Solar Mount = 4 ft. x 2.75 ft. = 11 sq. ft. ( Max ) Calculate Uplift at each support: ??,OFESS/pN Pnet = A Kt 1 Pnetso Eq'n 30.5-1 ASCE 7-10 I� = 1.35 Wind Speed 130 mph Exposure C ' c �y No. C58724 Kn = 1.0 I = 1.0 * EXP. 3-31-17 7 Pnetso = -46.5 psf 9TF CF'C AL E Pnet = 1.35 x 1.0 x 1.0 x (46.5 psf) = -62.8 psf Nominal (Unfactored) Uplift at'each support = 62.8 psf x 11 sq. ft. = 691 lbs Note: Section 2.4.1 of ASCE 7-10, Basic Load Combinations for Allowable Stress Design. Note: Applicable Load Combination #5 (D + 0.6W) Design (Factored) Uplift at each support = 0.6 x 691 lbs = 414 lbs Load per lag screw = 414 lbs / 1 = 414 lbs Determine allowable load per 5/16" lag screw w/ 2.5" embedment into wood below according to the 2012 NDS. W ' =,W x Cd x Ct Table 10.3.1 2012 NDS where: W = 266 lbs / in. of embedment per Table 11.2a Cd = 1.6 per Table 2.3.2 of 2012 NDS Ct = 1.0 per Table 10.3.4 of 2012 NDS . W ' = 266 lbs/ in. x 2.5 in. x 1.6 x 1.0 = 1,064 lbs > 414 lbs OK Use Support connected to 2x Min. Roof Member w/ (1) 5/16" x 4 lag screws per connection minimum. Sht#4 of. 6. 2016- 019 SPVE Carlos Zamora Residence Date: January 5, 2016 Loyd W. Martin Professional Engineer, Inc. 2510 W. 237th St. #206 Torrance, CA 90505 Tel: 1.310.464.1804 Email: loydwmartin@gmail.com www.16ydwmartin.com Check, Seismic load due to added dead load of photovoltaic system. Determine Seismic Weight of Existing Building: Effective Existing Seismic Weight Area of (E) Building = Approximately 1,500 Sq. ft. Approximate Effective = 1,500 sq. ft. x 30 psf ave. = 45,000 LBS Seismic Weight e DETERMINE BASE SHEAR CoQ?,Of SsioN� V = Cs W EQ'N' 12.8-1 ASCE 7-10 ° z tY No. C58724 * Exp. 3-31-17 Cs = SDS EQ'N 12.8-2 ASCE 7-10, 9rF C/Vi\-�o��\� R OF C A1.\ le R = THE RESPONSE MODIFICATION FACTOR IN TABLE 12.2-1 R = 6.5 WOOD SHEAR WALLS le = 1.0 IMPORTANCE 'FACTOR SDS = 2/3 x SMS EQ'N 11.4-3 ASCE 7-10 SMS = FA x SS EQ'N 11.4-1 ASCE 7-10 SMS= 1.0x1.5=1.5 SDS = 2/3 x 1.5 = 1.0 Cs = 1.0 = 0.154 EQ'N 12.8-2 ASCE 7-10 6.5 1 2016- 019 SPVE Carlos Zamora Residence Sht # 5 of 6 Date: January 5, 2016 Loyd W. Martin Professional Engineer, Inc. 2510 W. 237th St. #206 Torrance, CA 90505 Tel: 1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com EXISTING BASE SHEAR V = 0.154 x 45,000 LBS = 6,930 LBS EQ'N 12.8-1 ASCE 7-10 �oQ?,OF ESS DETERMINE NEW BASE SHEAR Determine Seismic Weight of Building with Solar Array: No. C58724 Exp. 3-31-17 EXISTING SEISMIC = 45,000 LBS 9�OF'CxoF WEIGHT NEW SOLAR ARRAY = 3 PSF x 18 PANELS x 3.3'x 5.5' =.980 LBS V WTTA SEISMIC = 45,000 LBS + 980 LBS = 45,980 LBS WEIGHT THEREFORE NEW BASE SHEAR: V = 0.154 x 45,980 = 7,081 LBS EQ'N 12.8-1 ASCE 7-10 7,081 LBS - 6,930 LBS % CHANGE _ x100 =2.2%-<10% OK 6,930 LBS OK. PER ASCE 7-10 SECTION 11.6.4 ALTERATIONS EXISTING LATERAL FORCE RESISTING SYSTEM IS EXEMPT FROM ANALYSIS SINCE NEW SEISMIC FORCE IS LESS THAN 10% GREATER THAN EXISTING SEISMIC FORCE. 'Alterations are permitted to be made to any structure without requiring the existing structure to comply with this standard provided the alterations comply with the requirements for a new structure. Alterations that increase the seismic force in any existing structural element by more than '10 percent or decrease the design strength of any existing structural element to resist seismic forces by more than 10 percent shall not be permitted unless the entire seismic force -resisting system is determined to comply with this standard for a new structure. " End of Calculations Sht # 6 of 6 2016- 019 SPVE Carlos Zamora Residence Date: January 5, 2016 Bin # ..City of L .Quinta JAN 19 2016 Building &r Safety Division Permit 78-495 Calle Tampico CITY OF LA QUINT La Quinta, CA 92253 - (760) 777-7012 COMMUNITY DEVELOP p�01b bD % Building Permit Application and Tracking Sheet Project Address: J3 CO t it www�Z Owner's Name: �� S Iu 0 rLr4 A. P. Number: Address: 530gD AvE"tDA MIFIvj —ZA Legal Description: City, ST, Zip: 1,A C J I tJ11_1A t e R 9 ILZf3 Cowa ct r: 0 � 5 5 v t� � t ,A Tb � h n T le o c e G� ^ S �t � 6 2 P 6 CrJ Address: � S6 31 SH �-ikk W vJ ✓ ' �" ( NvT ' 13 Project Description: � City, ST, Zip: (�51ED A C1`4 91'33S-W5-1 �}, j t,[-A Tt J 07 V". L�`t STt wC� l� r-¢ :Te!ePhone: ; J W D c State Lic. 11 02 City Lie. #; Arch., Engr., Designer: .Address: City, ST, Zip: Telephone: cY• Cons truction Type: e• Occupancy: State Lic. # r Demo Project �ci. Ne v Add'n Alter Repairat type rcle one): Name of Contact Person: Sq. Ft.: # Stories: # Units: Telephone 11 of Contact Person: Estimated Value of Project: 6 0 APPLICANT: DO NOT WRITE BELOW THIS LINE H Submittal Req'd Rcc'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Clieck Balance . Title 24 Calcs. Plans picked up !j� Construction Flood plain plan . Plans resubmitted Mechanical Grading plan god Review, ready for corrections/issue Electrical Subconlactor List Called ContactPcrson -Plumbing Grant Deed Plans picked up S.M.T. 1-I.O.A. Approval Plans resubmitted Grading IN IfOUS Re.view, ready for correctionsfissue Developer Impact Fee Planning Approval Called Contact Person Pub. \VI<s. Appr Date of permit issue School Fees, Total Permit Fees . ENT