Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SOLR20-0242
CITY OF PALM DESERT Department of Building & Safety 73-510 Fred Waring Drive Palm Desert, CA 92260 TEL: 760-776-6420 EMAIL: building@cityofpalmdesert.org CONTRACTOR DECLARATION CONTRACTOR LIC#:_________________ PERMIT#:_________________ ______ I Hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. Worker’s Compensation Declaration: 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. I hereby affirm under the penalty of perjury ONE of the following declarations (SELECT ONE): OWNER BUILDER DECLARATION PERMIT#:___________________ ______ I have and will maintain a certificate of consent to self-insure for workers' compensation, issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit 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 policy number are: ______ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. DATE:________________ PRINT NAME:_______________________________ SIGNATURE:____________________________________ ______ I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the reason(s) indicated below by the checkmark(s) I have placed next to the applicable item(s) Section 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to 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 Contractors' 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 and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).) ______ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves the property, 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 it was not built or improved for the purpose of sale.) ______ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a licensed contractor pursuant to the Contractors' State License Law.) ______ I am exempt from Licensure under the Contractors' State License Law for the following reason: DATE:________________ PRINT NAME:_______________________________ SIGNATURE:____________________________________ 910836 JS 6/26/2020 Jamie Silva Jamie Silva Digitally signed by Jamie Silva Date: 2020.06.26 13:18:54 -07'00' ✔ National Fire Union Ins. Co. #WC13588098 Pr o j e c t N a m e Date Drawn: Drawn By: Revision No. Sheet No. 75 - 1 8 1 M e d i t e r r a n e a n A v e . Re n o v a E n e r g y C o r p Pa l m D e s e r t , C A 9 2 2 1 1 (7 6 0 ) 5 6 8 - 3 4 1 3 Co n t r a c t o r ' s L i c e n s e # 9 1 0 8 3 6 C1 0 VICINITY MAP Riverside County: APN 634171051 SHEET INDEX GENERAL C1 COVER SHEET S1 SITE PLAN S2 PLOT PLAN ELECTRICAL E1 PROJECT SIGNAGE E2 SINGLE LINE STRUCTURAL P1 PROFILE ELEVATIONS DATA SHEET MODULE LOAD CALCULATION WIND CALCULATION RACKING LOAD CENTER SOLAR READY PANELCONSTRUCTION HOURS: OCTOBER 1 THRU APRIL 30 MONDAY - FRIDAY 7:00 AM - 5:30 PM SATURDAY 8:00 AM - 5:00 PM SUNDAY NOT ALLOWED GOVERNMENT CODE HOLIDAYS NOT ALLOWED MAY 1 THRU SEPTEMBER 30 MONDAY - FRIDAY 6:00 AM - 7:00 PM SATURDAY 8:00 AM - 5:00 PM SUNDAY NOT ALLOWED GOVERNMENT CODE HOLIDAYS NOT ALLOWED SCOPE OF WORK: PROJECT CONSISTS OF INSTALLING A SOLAR PHOTOVOLTAIC (PV) SYSTEM COMPRISED OF: PV MODULES, POWER INVERTER(S), CONDUITS W/FITTINGS AND WIRES, ROOF STANCHIONS, A RACK MOUNTING SYSTEM, AND ALL NECESSARY ELECTRICAL EQUIPMENT TO PROVIDE A RENEWABLE POWER SOURCE FOR THE CUSTOMER. PROJECT CONTACTS: CONTRACTOR: RENOVA permits@renovaenergy.com PRIMARY CONTACT: MATTHEW DE LA TORRE SECONDARY CONTACT: JAMIE SILVA APPLICABLE CODES: CALIFORNIA RESIDENTIAL CODE 2019 CALIFORNIA ELECTRICAL CODE 2019 NATIONAL ELECTRICAL CODE 2017 CALIFORNIA AMENDMENTS 2019 CITY OF PALM DESERT MUNICIPAL CODE CESAR LOPEZ 06/24/2020 TE R E N C E M O N A G H A N ( S L E 2 3 4 6 9 7 5 ) MA R Y L O U I S E M O N A G H A N 76 8 9 3 A S C A L O N A V E N U E PA L M D E S E R T , C A 9 2 2 1 1 DRIV E W A Y 125 AMP AC LOAD CENTER EATON #BR816L125RP 120/240 VOLT LOCATED NEXT TO MAIN ASCA L O N A V E N U E AC SOLAR MODULES CHIMNEY ALL CONSTRUCTION SHALL COMPLY WITH THE 2019 CALIFORNIA RESIDENTIAL CODE, 2019 ELECTRICAL CODE BASED ON THE 2017 NATIONAL ELECTRICAL CODE. NOTES: 1. THIS IS A 6.213 KW SOLAR ELECTRIC SYSTEM USING (19) SUNPOWER SPR-E20-327-E-AC MODULES (327 WATT). 2. THIS SYSTEM IS GRID-INTERTIED VIA AC MODULES PER NEC 690.6. 3. THIS SYSTEM HAS NO UPS, NO BATTERIES. 4. THIS IS A ROOF MOUNTED SYSTEM, ADDING 2.84 LB/SQ FT. ROOF IS SPANISH CONCRETE TILE AT 26° PITCH. 5. THE SYSTEMS SQUARE FOOTAGE IS 345 FT² (16% OF TOTAL ROOF AREA). MODULES HAVE AN AZIMUTH OF OF 154°. 6. MODULES ARE 0° TILT ABOVE ROOF SLOPE, NOT TO EXCEED 18" ABOVE ROOF SURFACE. 7. BUILDING IS A SINGLE STORY DWELLING. 8. LAG SCREWS ARE 5/16" X 4" AT 48" O.C. MAX, WITH 2.5" INTO FRAMING. 9. MODULES WILL BE SECURED TO ROOFTOP USING SOLAR ROOF HOOK ATTACHMENTS WITH INVISIMOUNT SUPPORT RAILS. 10. ATTACHMENTS WILL BE FLASHED. 11. DESIGNED FOR BASIC WIND SPEED OF 130 MPH (WIND EXPOSURE C) PER INVISIMOUNT CALCULATIONS, SEE SPECS. 12. VISIBLE EXPOSED CONDUIT SHALL BE PAINTED TO MATCH. 13. MODULE DIMENSIONS ARE 41.2" X 61.4" 14. SYSTEM INSTALLATION SHALL BE PER NEC 690 AND IS SUBJECT TO FIELD INSPECTION BY THE CITY. 15. PROPER CLEARANCES SHALL BE IN ACCORDANCE WITH CAL FIRE GUIDELINES. C O M M O N W A L L SOLAR SYSTEM SIZE: 6.213 kW DC CEC AC SYSTEM SIZE: 5.611 kW AC EXISTING METER #222011-907537 UPGRADE EXISTING 100 AMP MAIN SERVICE PANEL TO 225 AMP EATON SOLAR READY PANEL #MBE2040PV200BTF 120/240 VOLT, 1Φ, 3W LOCATED ON WEST EXTERIOR WALL - CIRCUIT #1 - CIRCUIT #2 VENT 1 . 5 ' 1 . 5 ' 3' 75 - 1 8 1 M e d i t e r r a n e a n A v e . Re n o v a E n e r g y C o r p Pa l m D e s e r t , C A 9 2 2 1 1 (7 6 0 ) 5 6 8 - 3 4 1 3 Sheet No. Revision No. Date Drawn: Drawn By: Pr o j e c t N a m e : Co n t r a c t o r ' s L i c e n s e # 9 1 0 8 3 6 CESAR LOPEZ 06/24/2020 0 S1 TE R E N C E M O N A G H A N ( S L E 2 3 4 6 9 7 5 ) MA R Y L O U I S E M O N A G H A N 76 8 9 3 A S C A L O N A V E N U E PA L M D E S E R T , C A 9 2 2 1 1 AC DISCONNECT/AC LOAD CENTER WARNING ELECTRIC SHOCK HAZARD. DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. MAX AC OPERATING CURRENT: 24.9 A OPERATING AC VOLTAGE: 240 Volts SOLAR BREAKER WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVER CURRENT DEVICE. MAIN PANEL THIS PANEL IS FED BY TWO SOURCES: UTILITY AND SOLAR PHOTOVOLTAIC AC DISCONNECT/SOLAR BREAKER LOAD CENTER PHOTOVOLTAIC DISCONNECT BREAKER LOCATED INSIDE NOTE: RED BACKGROUND WITH WHITE LETTERING 3/8" LETTER HEIGHT VA LOAD CIRCUIT 1 A B L 20 TYPE C.B. BUS CO D E N R L TR P x x CONNECTED VA (CODE L): 5972 5.972 24.9 A B - 20 x x 1886 1886 1100 1100 2986 2986 CIRCUIT 1 CIRCUIT 2 CIRCUIT 2 PHASE TOTAL LOAD DESCRIPTION L L L - 20 - 20 - 2 2 - - VA LOAD AB L TYPEC.B. CO D E NRLTRP LOAD DESCRIPTION L L L PANEL: LOAD CENTER LOCATION: NEXT TO MAIN MOUNTING: SURFACE PANEL VOLTAGE: 240/120 V 1Φ,3W BUS: 125A N: NON-CONTINUOUS L: LONG-CONTINUOUS R: DEMANDABLE RECEPTACLES CIRCUIT CODE: CONNECTED VA (CODE R): CONNECTED VA (CODE N): TOTAL CONNECTED KVA: TOTAL PANEL AMPS: PHASE TOTALS A+B PROJECT SIGNAGE NOTES & PANEL SCHEDULE RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM MAIN BREAKER THE MAIN BREAKER HAS BEEN DOWN-SIZED TO 200 AMPS NO UP-SIZING IS PERMITTED MAIN PANEL: MECHANICALLY ATTACHED WARNING THIS FACILITY IS EQUIPPED WITH A PHOTOVOLTAIC GENERATOR LOCATED ON THE ROOF AS SHOWN. THE SYSTEM MAY BE DISCONNECTED FROM THE FACILITY PER THE AC DISCONNECT AS SHOWN. MARKING 1. THE MATERIAL USED FOR MARKING SHALL BE REFLECTIVE, WEATHER RESISTANT AND SUITABLE FOR THE ENVIRONMENT. MARKING AS REQUIRED IN SECTIONS R 331.2.2 THROUGH R331.2.4 SHALL HAVE LETTERS CAPITALIZED WITH A MINIMUM HEIGHT OF 3/8" WHITE ON RED BACKGROUND. (CRC R331.2.1) 2. THE MARKING CONTENT SHALL CONTAIN THE WORDS "WARNING; PHOTOVOLTAIC POWER SOURCE" (CRC R331.2.2) SAFEGUARDS 1. SOLAR BREAKER SHALL BE LISTED FOR USE IN EXISTING MAIN PANEL. ACCEPTED BREAKER REPLACEMENTS ARE EATON, SQUARE-D & GE. 2. ALL JUNCTION BOXES SHALL BE NEMA OUTDOOR/RAINTIGHT RATED. 3. WILEY CABLE CLIPS SHALL BE USED. 4. ALL EMT SHALL USE OUTDOOR RAINTIGHT COMPRESSION FITTINGS. 5. ALL EQUIPMENT SHALL BE LABELED. 6. ADD COMBINER / JUNCTION BOXES AS NEEDED. 7. AN INTERNAL BLOCKING DIODE IS PROVIDED IN EACH MODULE. 8. MODULE GROUNDING SHALL BE MADE VIA RACKING CLAMPS. 9. ALL NEUTRAL TO GROUND CONNECTIONS SHALL OCCUR IN THE MAIN PANEL. 10. EMT SHALL BE 3/4" MINIMUM. 11. JUNCTION BOX/ COMBINER BOX ENTRY SHALL USE COMPRESSION FITTINGS. NOTES 1. WIRE AND SIZES ARE AS INDICATED OR LARGER. 2. ALL EQUIPMENT IS BONDED BY MECHANICAL MEANS OR BY A GROUNDING CONDUCTOR. 3. THE GROUNDING ELECTRODE CONDUCTOR SHALL BE #8 AWG COPPER GROUND WIRE AND BONDED TO THE EXISTING GROUNDING ELECTRODE SYSTEM. 4. CHANGES TO DESIGN NEED PRIOR ENGINEER APPROVAL. ALL WIRING BETWEEN AC MODULES SHALL BE PV-WIRE AND AC CABLE. ALL CONDUIT SHALL BE 3/4" EMT OR LARGER. ALL CONDUIT SHALL BE BONDED. ALL CONDUIT SHALL BE SUPPORTED BY RUBBER PYRAMID SUPPORTS. STEEL CITY 6"X6"X4" (OR LARGER) OUTDOOR JUNCTION BOXES SHALL BE USED AS NEEDED. ALL CONDUIT SHALL HAVE PLASTIC STRAIN RELIEF CONNECTORS TO PROTECT WIRES. MAIN PANEL (YOU ARE HERE) MAIN PANEL PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY SOLAR ELECTRIC PV PANELS RAPID SHUTDOWN (CB INSIDE MAIN) 75 - 1 8 1 M e d i t e r r a n e a n A v e . Re n o v a E n e r g y C o r p Pa l m D e s e r t , C A 9 2 2 1 1 (7 6 0 ) 5 6 8 - 3 4 1 3 Sheet No. Revision No. Date Drawn: Drawn By: Pr o j e c t N a m e : Co n t r a c t o r ' s L i c e n s e # 9 1 0 8 3 6 E1 0 CESAR LOPEZ 06/24/2020 TE R E N C E M O N A G H A N ( S L E 2 3 4 6 9 7 5 ) MA R Y L O U I S E M O N A G H A N 76 8 9 3 A S C A L O N A V E N U E PA L M D E S E R T , C A 9 2 2 1 1 AC CIRCUITS AC MODULES TO AC LOAD CENTER 1 CIRCUIT X 12 MODULES & 1 CIRCUIT OF 07 MODULES = 19 MODULES MAX VOLTAGE AC 240 VOLT 1.31 AMPS EACH CIRCUIT X MAX 12 MODULES X 1.25[PER NEC 690.8] = 19.65 AMPS (20 AMP CB) AC CONDUIT SHALL BE MOUNTED 1/2" TO 3 1/2" ABOVE ROOFTOP SURFACE. ENGINEERED FOR 90°C TEMP. RATING OF CONDUCTOR & 42°C AMBIENT TEMP. PER SOLARABCS.ORG #8 WIRE = 55 AMPS X .58[PER NEC TABLE 310.15(B)(16) & PER NEC TABLE 690.31(A)] = 31.9 AMPS 31.9 AMPS X .80[CONDUIT FILL PER NEC TABLE 310.15(B)(3)(a)] = 25.52 AMPS ≥ 20 AMPS ✓ 2 CIRCUITS = (2) #8 THWN-2 AWG WIRE, (1) #8 THWN-2 GROUND 1" EMT @ 40% FILL PER NEC TABLE C.1 = (9) #8 THWN-2 WIRES ✓ AC LOAD CENTER TO MAIN PANEL MAX OUTPUT = 19 MODS X 1.31 AMP X 1.25 [PER NEC 215.2 (A)1] = 31.1 AMPS (40 AMP BREAKER) AC CONDUIT SHALL BE MOUNTED ON EXTERIOR WALL. ENGINEERED FOR 90°C TEMP. RATING OF CONDUCTOR & 42°C AMBIENT TEMP. PER SOLARABCS.ORG #8 WIRE = 55 AMPS X .82[PER NEC TABLE 310.15(B)(16) & PER NEC TABLE 690.31(A)] = 45.1 AMP ≥ 40 AMP ✓ (3) #8 THWN-2 AWG WIRE, (1) #8 THWN-2 GROUND 1" EMT @ 40% FILL PER NEC TABLE C.1 = (9) #8 THWN-2 WIRES ✓ MAIN PANEL BACKFEED CALCULATION UPGRADE EXISTING 100 AMP MAIN SERVICE PANEL TO 225 AMP UPGRADE EXISTING 100 AMP MAIN BREAKER TO 200 AMP 120% OF 225 AMP BUS: ALLOWABLE BACKFED AMPS [PER NEC 705.12(B)(2)] = 270 AMPS 270 AMP - 200 AMP MAIN BREAKER = 70 TOTAL AMP ALLOWABLE MAX OUTPUT = 31.1 AMPS ≤ 70 AMPS ✓ SOLAR ARRAY (19) SUNPOWER 327 WATT PHOTOVOLTAIC MODULES #SPR-E20-327-E-AC (1 CIRCUIT OF 12 MODULES & 1 CIRCUIT OF 07 MODULES) G BAR UPGRADE EXISTING 100A MAIN BREAKER TO 200A SOLAR BREAKER SUITABLE FOR DISCONNECTING MEANS PER NEC 690.13 40 AMP BREAKER EXISTING GROUNDING ELECTRODE TO UTILITY METER #222011-907537M 2 SINGLE LINE DIAGRAM CALCULATIONS SOLAR SYSTEM SIZE: 6.213 kW DC CEC AC SYSTEM SIZE: 5.611 kW AC N BAR 1 CONDUIT SCHEDULE LOCATION CONDUCTORS CONDUIT 1 (4) #8 THWN-2, (1) #8 EGC 1" EMT 2 (3) #8 THWN-2, (1) #8 EGC 1" EMT 3 (3) #12 THWN-2, (1) #12 EGC 3/4" EMT UPGRADE EXISTING 100 AMP MAIN SERVICE PANEL TO 225 AMP EATON SOLAR READY PANEL #MBE2040PV200BTF 240/120 VOLT, 2-POLE LOCATED ON WEST EXTERIOR WALL SERVICE EQUIPMENT IS TOP FED *FOR UTILITY PURPOSES ONLY:(19) ENPHASE IQ7XS-96-x-ACM-y (IQ7XS-96-ACM-US) 240V [SI1] INVERTERS EGC = EQUIPMENT GROUNDING CONDUCTOR GEC = GROUNDING ELECTRODE CONDUCTOR ALL INNER-CIRCUIT WIRING SHALL BE #10 THWN-2 WIRE OR GREATER. PVS6 (MONITOR) INTERNET, 240V LOCATED NEXT TO LOAD CENTER 20A 20A BREAKER 1 OF 2 BREAKER 2 OF 2 N BAR G BAR 3 15A 125 AMP AC LOAD CENTER EATON #BR816L125RP 240V, 2P LOCATED NEXT TO MAIN #4 THWN-2 GEC 75 - 1 8 1 M e d i t e r r a n e a n A v e . Re n o v a E n e r g y C o r p Pa l m D e s e r t , C A 9 2 2 1 1 (7 6 0 ) 5 6 8 - 3 4 1 3 Sheet No. Revision No. Date Drawn: Drawn By: Pr o j e c t N a m e : Co n t r a c t o r ' s L i c e n s e # 9 1 0 8 3 6 E2 0 CESAR LOPEZ 06/24/2020 TE R E N C E M O N A G H A N ( S L E 2 3 4 6 9 7 5 ) MA R Y L O U I S E M O N A G H A N 76 8 9 3 A S C A L O N A V E N U E PA L M D E S E R T , C A 9 2 2 1 1 2 6 ° 1 0 ' ' A A' P1 75 - 1 8 1 M e d i t e r r a n e a n A v e . Re n o v a E n e r g y C o r p Pa l m D e s e r t , C A 9 2 2 1 1 (7 6 0 ) 5 6 8 - 3 4 1 3 Sheet No. Revision No. Date Drawn: Drawn By: Pr o j e c t N a m e : Co n t r a c t o r ' s L i c e n s e # 9 1 0 8 3 6 0 SCALE: 1"=4'2 SCALE:11"=12' TOP VIEW ELEVATION A-A' SCALE: 1"=4'3 *MODULES NOT TO EXCEED 18" ABOVE ROOF SURFACE SCALE: N/A 4 *MODULES NOT TO EXCEED 18" ABOVE ROOF SURFACE*MODULES NOT TO EXCEED 18" ABOVE ROOF SURFACE ATTACHMENT DETAIL - USE (2) 5/16" x 4" SS LAG SCREWS AT 4' O.C. WITH 2.5" EMBEDMENT INTO WOOD RAFTERS. - RAFTERS ARE 2"x4" AT 2' O.C. - DO NOT INSTALL STANDOFFS OVER WOOD CRICKETS - STANDOFFS ATTACHED TO MAIN ROOF FRAMING. HORIZONTAL DISTANCE BETWEEN ATTACHMENTS NOT TO EXCEED 4 FEET ON CENTER VERTICAL DISTANCE BETWEEN ATTACHMENTS NOT TO EXCEED 4 FEET ON CENTER ELEVATION B-B' *MODULES NOT TO EXCEED 18" ABOVE ROOF SURFACE CESAR LOPEZ 06/24/2020 TE R E N C E M O N A G H A N ( S L E 2 3 4 6 9 7 5 ) MA R Y L O U I S E M O N A G H A N 76 8 9 3 A S C A L O N A V E N U E PA L M D E S E R T , C A 9 2 2 1 1 4' 4' RAFTER Pr o j e c t N a m e Date Drawn: Drawn By: Revision No. Sheet No. 75 - 1 8 1 M e d i t e r r a n e a n A v e . Re n o v a E n e r g y C o r p Pa l m D e s e r t , C A 9 2 2 1 1 (7 6 0 ) 5 6 8 - 3 4 1 3 Co n t r a c t o r ' s L i c e n s e # 9 1 0 8 3 6 S2 0 CESAR LOPEZ 06/24/2020 TE R E N C E M O N A G H A N ( S L E 2 3 4 6 9 7 5 ) MA R Y L O U I S E M O N A G H A N 76 8 9 3 A S C A L O N A V E N U E PA L M D E S E R T , C A 9 2 2 1 1 Datasheet SunPower® E-Series: E20-327 | E19-320 SunPower® Residential AC Module Built specifically for use with the SunPower Equinox™ system, the only fully integrated solution designed, engineered, and warranted by one manufacturer. Maximum Power. Minimalist Design. Industry-leading efficiency means more power and savings per available space. With fewer modules required and hidden microinverters, less is truly more. Highest Lifetime Energy and Savings. Designed to deliver 60% more energy over 25 years in real-world conditions like partial shade and high temperatures.1 150% 140% 130% 120% 110% 100% 90% 80% 70% 60% 0 5 10 15 20 25 Years of operation Up to 60% more lifetime energy Best Reliability. Best Warranty. With more than 25 million modules deployed around the world, SunPower technology is proven to last. That’s why we stand behind our module and microinverter with the industry’s best 25-year Combined Power and Product Warranty, including the highest Power Warranty in solar. 100% 98% 96% 94% 92% 90% 88% 86% 84% 82% 80% 0 5 10 15 20 25 Years of operation 12% more power in year 25 E-Series and X-Series And Better. The SunPower® Maxeon® Solar Cell •Enables highest-efficiency modules available. 2 •Unmatched reliability 3 •Patented solid metal foundation prevents breakage and corrosion Factory-integrated Microinverter •Simpler, faster installation •Integrated wire management, rapid shutdown •Engineered and calibrated by SunPower for SunPower modules Wa r r a n t e d m o d u l e p o w e r 25 -ye a r ene r g y yie l d pe r W sunpower.com E-Series: E20-327 | E19-320 SunPower® Residential AC Module AC Electrical Data Inverter Model: Enphase IQ 7XS (IQ7XS-96-ACM-US) @240 VAC @208 VAC Peak Output Power 320 VA 320 VA Max. Continuous Output Power 315 VA 315 VA Nom. (L–L) Voltage/Range2 (V) 240 / 211–264 208 / 183–229 Max. Continuous Output Current (A) 1.31 1.51 Max. Units per 20 A (LL) Branch Circuit3 12 (single phase) 10 (two pole) wye CEC Weighted Efficiency 97.5% 97.0% Nom. Frequency 60 Hz Extended Frequency Range 47–68 Hz AC Short Circuit Fault Current Over 3 Cycles 5.8 A rms Overvoltage Class AC Port III AC Port Backfeed Current 18 mA Power Factor Setting 1.0 Power Factor (adjustable) 0.7 lead. / 0.7 lag. No active phase balancing for three-phase installations 1 SunPower 360 W compared to a conventional module on same-sized arrays (260 W, 16% efficient, approx. 1.6 m2), 4% more energy per watt (based on third-party module characterization and PVSim), 0.75%/yr slower degradation (Campeau, Z. et al. “SunPower Module Degradation Rate,” SunPower white paper, 2013). 2 Based on search of datasheet values from websites of top 10 manufacturers per IHS, as of January 2017. 3 #1 rank in “Fraunhofer PV Durability Initiative for Solar Modules: Part 3.” PVTech Power Magazine, 2015. Campeau, Z. et al. “SunPower Module Degradation Rate,” SunPower white paper, 2013. 4 Factory set to 1547a-2014 default settings. CA Rule 21 default settings profile set during commissioning. See the Equinox Installation Guide #518101 for more information. 5 Standard Test Conditions (1000 W/m² irradiance, AM 1.5, 25°C). NREL calibration standard: SOMS current, LACCS FF and voltage. All DC voltage is fully contained within the module. 6 This product is UL Listed as PVRSE and conforms with NEC 2014 and NEC 2017 690.12; and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems, for AC and DC conductors; when installed according to manufacturer’s instructions. See www.sunpower.com/facts for more reference information. For more details, see extended datasheet www.sunpower.com/datasheets Specifications included in this datasheet are subject to change without notice. ©2018 SunPower Corporation. All Rights Reserved. SUNPOWER, the SUNPOWER logo and MAXEON are registered trademarks of SunPower Corporation in the U.S. and other countries as well. 1-800-SUNPOWER. Please read the Safety and Installation Instructions for details. 531948 RevA DC Power Data SPR-E20-327-E-AC SPR-E19-320-E-AC Nom. Power 5 (Pnom) 327 W 320 W Power Tol. +5/−0% +5/−0% Module Efficiency 20.4% 19.9% Temp. Coef. (Power) −0.35%/°C −0.35%/°C Shade Tol. • Three bypass diodes • Integrated module-level maximum power point tracking Tested Operating Conditions Operating Temp. −40°F to +185°F (−40°C to +85°C) Max. Ambient Temp. 122°F (50°C) Max. Load Wind: 62 psf, 3000 Pa, 305 kg/m² front & back Snow: 125 psf, 6000 Pa, 611 kg/m² front Impact Resistance 1 inch (25 mm) diameter hail at 52 mph (23 m/s) Mechanical Data Solar Cells 96 Monocrystalline Maxeon Gen III Front Glass High-transmission tempered glass with anti-reflective coating Environmental Rating Outdoor rated Frame Class 1 black anodized (highest AAMA rating) Weight 42.9 lbs (19.5 kg) Recommended Max. Module Spacing 1.3 in. (33 mm) Warranties, Certifications, and Compliance Warranties • 25-year limited power warranty • 25-year limited product warranty Certifications and Compliance • UL 1703 • UL 1741 / IEEE-1547 • UL 1741 AC Module (Type 2 fire rated) • UL 62109-1 / IEC 62109-2 • FCC Part 15 Class B • ICES-0003 Class B • CAN/CSA-C22.2 NO. 107.1-01 • CA Rule 21 (UL 1741 SA)4 (includes Volt/Var and Reactive Power Priority) • UL Listed PV Rapid Shutdown Equipment6 Enables installation in accordance with: • NEC 690.6 (AC module) • NEC 690.12 Rapid Shutdown (inside and outside the array) • NEC 690.15 AC Connectors, 690.33(A)–(E)(1) When used with InvisiMount racking and InvisiMount accessories (UL 2703): • Module grounding and bonding through InvisiMount • Class A fire rated When used with AC module Q Cables and accessories (UL 6703 and UL 2238)6 : • Rated for load break disconnect PID Test Potential-induced degradation free Customer Name: 1. a. 1,675 sq.ft. x 3 VA =5,025 VA b.Small appliance loads; 1,500 VA x 2 circuits =3,000 VA c.720 VA d. =1,200 VA =1,176 VA =0 VA =0 VA =9,600 VA =0 VA =0 VA =2,880 VA =6,240 VA =1,500 VA (Subtotal)31,341 VA First 10,000VA x 100% =10,000 VA Remaining 21,341 VA x 40%8,536 VA 18,536 VA 2. Heating units (3 or less) =VA x 65%0 VA Heating units (4 or more) =VA x 40%VA 4,646 VA x 100%4,646 VA 2,208 VA x 100%2,208 VA 6,854 VA 25,390 VA SERVICE: SERVICE:I = 25,390 VA =105.8 A 240 V Service amperes required 105.8 A Service amperes provided 225 A 6/18/2020 RJ Microwave SINGLE-FAMILY DWELLING - LOAD CALCULATION NEC 2017 Edition: Following Example Annex D2(b) Terence Monaghan; 76893 Ascalon Avenue, Palm Desert, Ca 92211 Special loads: Dishwasher OTHER LOADS: Laundry = HEATING OR A/C LOAD: Disposal Compactor Water heater ( if Gas =0) Oven- 220.55 Cook Top Pool Garage plugs Clothes Dryer General lighting & receptacle loads; (Total #1 = Net Load) (Total #2 = Net Load) A/C unit # 10696 = A/C unit # 1 = Net Load (Total #1 + Total #2 = Subtotal Net Load) I =𝑉𝐴 𝑉 Document #524734 Rev D, Vol. 2 1 SunPower Proprietary InvisiMount Span Tables Engineering Summary Letter Volume: 2 ASCE 7 Version: 7-16 Module Type: E/X Series (96-cell) Roof Attachment: Pegasus Tile Roof - Generation 1 The following tables list the allowable spacing of attachment points for the SunPower InvisiMount mounting system. The following building codes and standards were used in the calculations: • California Building Code (CBC 2019) • California Residential Code (CRC 2019) • Minimum Design Loads for Buildings and Other Structures (ASCE 7-16) List of Volumes: 1. E/X Series Module + Pegasus Composite Shingle Attachment 2. E/X Series Module + Pegasus Gen1 Tile Attachment 3. E/X Series Module + Pegasus Gen2 Tile Attachment 4. A Series Module + Pegasus Composite Shingle Attachment 5. A Series Module + Pegasus Gen1 Tile Attachment 6. A Series Module + Pegasus Gen2 Tile Attachment Loads on the system were calculated in accordance with ASCE 7-16, using the following parameters: • Risk Category II • System weight (including PV modules and rails) = 2.50 psf • Module orientations: Portrait & Landscape • No live load acts on top of the PV modules • Wind speed & exposure as indicated in the tables • Roof height and slope as indicated in the tables • Gable and Hip roofs only with modules not in the overhang sections of the roof • For wind load, topographic factor Kzt = 1.0, and directionality factor Kd = 0.85 per ASCE 7-16 Table 26.6-1 • Wind load coefficients per either wind tunnel testing or ASCE 7-16 Chapter 30 (see notes below tables) • Ground snow load as indicated in the tables • For snow loads, thermal factor Ct = 1.2 (“unheated and open air structures”), per ASCE 7-16 Table 7.3-2 • For snow loads, exposure factor Ce = 0.9 (“fully exposed”), per ASCE 7-16 Table 7.3-1 • For snow loads, slope factor Cs is determined per ASCE 7-16 Figure 7-2 assuming the array is an “unobstructed slippery surface” where snow is free to slide off the array • Seismic short-term spectral acceleration (Ss) = 3.73g, maximum, and seismic site class = D, per ASCE 7-16 Section 11.4.2 • Seismic component importance factor Ip = 1.0 per ASCE 7-16 Section 13.1.3; seismic component response factor Rp = 1.5, and component amplification factor ap = 1.0, per ASCE 7-16 Table 13.5-1 and 13.6-1; seismic loads are calculated per ASCE 7-16 Chapters 11 and 13 • Load combinations per CBC Section 1605.2 Document #524734 Rev D, Vol. 2 2 SunPower Proprietary The maximum allowable spans shown in the tables are based on the calculated loads and the capacity of the rail and the attachment, determined by analysis and testing in accordance with CBC 2019 and referenced standards. • Bending strength of aluminum rails is calculated according to the Aluminum Design Manual 2015 Section B.3.2.1 (LRFD) • The strength of the roof attachment hardware is based on product information from the attachment manufacturer • The strength of the lag screw in withdrawal and shear is calculated according to the National Design Specification (NDS) for Wood Construction, 2018 • The maximum allowable attachment spacing is calculated by checking the demand/capacity ratios for bending in the rail and tension, compression and shear on attachments for all required load combinations. The reported maximum allowable spacing is the greatest spacing, rounded down to the nearest rafter spacing increment, for which the demand/capacity ratios are less than or equal to 1.0. • These tables do not consider the strength of the supporting roof structure. In areas of low snow load, the weight of the array is often considered to offset the design live load of the roof, since personnel and equipment cannot be placed on top of the array. It is recommended to stagger attachment points, as shown in Figure 1, to evenly distribute loads to the rafters. Figure 1 • These tables assume that each module is installed centered over a pair of rails, as shown in Figure 2(a). In cases where one rail is closer to the midpoint of the module, as shown in Figure 2(b), adjustments to the spacing may be required. Figure 2 'HVLJQ1DPH 1DPH 6XUQDPH 2ZHQ .HQQHWK .HQQHWK0LFKDHO 7RUFKOLJKW/DQH3DOP6SULQJV&DOLIRUQLD8QLWHG6WDWHV)XOO$GGUHVV 7RWDO1XPEHURI3DQHOV 7RWDO1XPEHU2I$WWDFKPHQWV 7RWDO1XPEHURI5DLOV 7RWDO1XPEHURI6SOLFHV 7RWDO1XPEHURI0LG&ODPSV 7RWDO1XPEHURI(QG&ODPSV 7RWDO1XPEHURI:LUH&OLSV 7RWDO1XPEHURI5DLO*URXQGLQJ.LWV 5RRI 5RRI6ORSH *URXQG6QRZ/RDGpg IW $WWDFKPHQW7\SH 7RSRJUDSKLF)DFWRUKzt 4XLFN+RRN.LW´EDVHFXUYHGDQGIODWWLOH 4XLFN0RXQW 40+66 3DQHO2ULHQWDWLRQ PSK & 5DIWHU6SDFLQJ 3DQHO0RGHO 8VHULQSXW 5DLO'LUHFWLRQ 3DUDOOHOWRULGJH IW J 0HDQ5RRI+HLJKWh %XLOGLQJ/HDVW+RUL]RQWDO'LPHQVLRQwidthbldg 3RUWUDLW %DVLF:LQG6SHHGV FHOO LQ SVI 6HLVPLF3DUDPHWHUSs :LQG([SRVXUH&DWHJRU\ GHJUHHV 5RRI*URXS,' 3DJHRI 5DLOWULEXWDU\ZLGWK )ODWURRIVQRZORDG :LQGYHORFLW\SUHVVXUH 'HDG/RDG 6ORSHG5RRI6QRZ/RDG /RDG&DOFXODWLRQ3DUDPHWHUV 6HUYLFH/RDGV :LQG/RDG8SZDUG=RQH :LQG/RDG8SZDUG=RQH :LQG/RDG8SZDUG=RQH :LQG/RDG'RZQZDUG 6HLVPLF/RDG 6HLVPLF/RDG 6HLVPLF/RDG 6HLVPLF/RDG /RDG&RPELQDWLRQV &RPER &RPER &RPER &RPER =RQH &RPER =RQH &RPER =RQH &RPER &RPER &RPER &RPER &RPER &RPER :RUVW&DVH8SOLIW=RQH :RUVW&DVH8SOLIW=RQH :RUVW&DVH8SOLIW=RQH :RUVW&DVH'RZQZDUG :RUVW&DVH6HLVPLF'HPDQG :RUVW&DVH6KHDUIRU8SOLIW&DVHV :RUVW&DVH6KHDUIRU'RZQZDUG&DVHV :RUVW&DVH6KHDUIRU6HLVPLF&DVHV 5RRI:LQG=RQH'LPHQVLRQV :LGWKRIHGJHDQGFRUQHU]RQHV 0D[LPXP$OORZDEOH6SDFLQJRI 0D[LPXPDOORZDEOHFDQWLOHYHU]RQH 0D[LPXPDOORZDEOHFDQWLOHYHU]RQH 0D[LPXPDOORZDEOHFDQWLOHYHU]RQH 0D[LPXPDOORZDEOHDWWDFKPHQWVSDFLQJ 0D[LPXPDOORZDEOHDWWDFKPHQWVSDFLQJ 0D[LPXPDOORZDEOHDWWDFKPHQWVSDFLQJ 5DLO%HQGLQJ 5DLO%HQGLQJ8S6WUHQJWK 5DLO%HQGLQJ'RZQ6WUHQJWK /)RRW /)RRW7HQVLRQ6WUHQJWK /)RRW&RPSUHVVLRQ6WUHQJWK /)RRW6KHDU6WUHQJWK 7LOH+RRN 7LOH+RRN7HQVLRQ6WUHQJWK 7LOH+RRN&RPSUHVVLRQ6WUHQJWK 7LOH+RRN6KHDU6WUHQJWKIRU&RPSUHVVLRQ 7LOH+RRN6KHDU6WUHQJWKIRU7HQVLRQ=RQH 7LOH+RRN6KHDU6WUHQJWKIRU7HQVLRQ=RQH 7LOH+RRN6KHDU6WUHQJWKIRU7HQVLRQ=RQH 7LOH+RRN6KHDU6WUHQJWKIRU(4&DVH 3DQHO2ULHQWDWLRQ 3RUWUDLW 5DLO'LUHFWLRQ 3DUDOOHOWRULGJH TK SI SZB]RQH )SBORZHUBOLPLW )SBXSSHUBOLPLW S[B]RQH )SBHTQ SV SG SZBGRZQ )S SZB]RQH '6 :&VKHDUBXS '(6 :&GRZQ :&]RQH '(6 ': :&VKHDUBGRZQ :&HT ' ' '6: ': ': :&VKHDUBHT :&]RQH '6 ' :&]RQH '6: /DOORZHGB]RQH &DQWLOHYHU]RQH /DOORZHGB]RQH &DQWLOHYHU]RQH &DQWLOHYHU]RQH /DOORZHGB]RQH 0QBUDLOBGRZQ 0QBUDLOBXS &QB/)RRW 7QB/)RRW 9QB/)RRW 9QBKRRNB] &QBKRRN 9QBKRRNBHT 9QBKRRNB] 9QBKRRNB] 7QBKRRN 9QBKRRNBGRZQ D SOI SOI SOI SOI SVI SOI SVI LQ SVI SOI SOI SOI OE OEIW LQ LQ SVI SVI SOI SOI SVI SOI OEIW IW LQ OE OE OE OE OE SOI SOI SVI SOI SOI SOI OE SVI SOI SOI IW LQ OE SOI OE OE SOI LQ 5RRI*URXS,' 3DJHRI 5RRI6ORSH *URXQG6QRZ/RDGpg IW $WWDFKPHQW7\SH 7RSRJUDSKLF)DFWRUKzt 4XLFN+RRN.LW´EDVHFXUYHGDQGIODWWLOH 4XLFN0RXQW 40+66 3DQHO2ULHQWDWLRQ PSK & 5DIWHU6SDFLQJ 3DQHO0RGHO 8VHULQSXW 5DLO'LUHFWLRQ 3DUDOOHOWRULGJH IW J 0HDQ5RRI+HLJKWh %XLOGLQJ/HDVW+RUL]RQWDO'LPHQVLRQwidthbldg 3RUWUDLW %DVLF:LQG6SHHGV FHOO LQ SVI 6HLVPLF3DUDPHWHUSs :LQG([SRVXUH&DWHJRU\ GHJUHHV 5RRI*URXS,' 3DJHRI 5DLOWULEXWDU\ZLGWK )ODWURRIVQRZORDG :LQGYHORFLW\SUHVVXUH 'HDG/RDG 6ORSHG5RRI6QRZ/RDG /RDG&DOFXODWLRQ3DUDPHWHUV 6HUYLFH/RDGV :LQG/RDG8SZDUG=RQH :LQG/RDG8SZDUG=RQH :LQG/RDG8SZDUG=RQH :LQG/RDG'RZQZDUG 6HLVPLF/RDG 6HLVPLF/RDG 6HLVPLF/RDG 6HLVPLF/RDG /RDG&RPELQDWLRQV &RPER &RPER &RPER &RPER =RQH &RPER =RQH &RPER =RQH &RPER &RPER &RPER &RPER &RPER &RPER :RUVW&DVH8SOLIW=RQH :RUVW&DVH8SOLIW=RQH :RUVW&DVH8SOLIW=RQH :RUVW&DVH'RZQZDUG :RUVW&DVH6HLVPLF'HPDQG :RUVW&DVH6KHDUIRU8SOLIW&DVHV :RUVW&DVH6KHDUIRU'RZQZDUG&DVHV :RUVW&DVH6KHDUIRU6HLVPLF&DVHV 5RRI:LQG=RQH'LPHQVLRQV :LGWKRIHGJHDQGFRUQHU]RQHV 0D[LPXP$OORZDEOH6SDFLQJRI 0D[LPXPDOORZDEOHFDQWLOHYHU]RQH 0D[LPXPDOORZDEOHFDQWLOHYHU]RQH 0D[LPXPDOORZDEOHFDQWLOHYHU]RQH 0D[LPXPDOORZDEOHDWWDFKPHQWVSDFLQJ 0D[LPXPDOORZDEOHDWWDFKPHQWVSDFLQJ 0D[LPXPDOORZDEOHDWWDFKPHQWVSDFLQJ 5DLO%HQGLQJ 5DLO%HQGLQJ8S6WUHQJWK 5DLO%HQGLQJ'RZQ6WUHQJWK /)RRW /)RRW7HQVLRQ6WUHQJWK /)RRW&RPSUHVVLRQ6WUHQJWK /)RRW6KHDU6WUHQJWK 7LOH+RRN 7LOH+RRN7HQVLRQ6WUHQJWK 7LOH+RRN&RPSUHVVLRQ6WUHQJWK 7LOH+RRN6KHDU6WUHQJWKIRU&RPSUHVVLRQ 7LOH+RRN6KHDU6WUHQJWKIRU7HQVLRQ=RQH 7LOH+RRN6KHDU6WUHQJWKIRU7HQVLRQ=RQH 7LOH+RRN6KHDU6WUHQJWKIRU7HQVLRQ=RQH 7LOH+RRN6KHDU6WUHQJWKIRU(4&DVH 3DQHO2ULHQWDWLRQ 3RUWUDLW 5DLO'LUHFWLRQ 3DUDOOHOWRULGJH TK SI SZB]RQH )SBORZHUBOLPLW )SBXSSHUBOLPLW S[B]RQH )SBHTQ SV SG SZBGRZQ )S SZB]RQH '6 :&VKHDUBXS '(6 :&GRZQ :&]RQH '(6 ': :&VKHDUBGRZQ :&HT ' ' '6: ': ': :&VKHDUBHT :&]RQH '6 ' :&]RQH '6: /DOORZHGB]RQH &DQWLOHYHU]RQH /DOORZHGB]RQH &DQWLOHYHU]RQH &DQWLOHYHU]RQH /DOORZHGB]RQH 0QBUDLOBGRZQ 0QBUDLOBXS &QB/)RRW 7QB/)RRW 9QB/)RRW 9QBKRRNB] &QBKRRN 9QBKRRNBHT 9QBKRRNB] 9QBKRRNB] 7QBKRRN 9QBKRRNBGRZQ D SOI SOI SOI SOI SVI SOI SVI LQ SVI SOI SOI SOI OE OEIW LQ LQ SVI SVI SOI SOI SVI SOI OEIW IW LQ OE OE OE OE OE SOI SOI SVI SOI SOI SOI OE SVI SOI SOI IW LQ OE SOI OE OE SOI LQ 5RRI*URXS,' 3DJHRI SunPower® InvisiMount™ | Residential Mounting System Simple and Fast Installation • Integrated module-to-rail grounding • Pre-assembled mid and end clamps • Levitating mid clamp for easy placement • Mid clamp width facilitates even module spacing • Simple, pre-drilled rail splice • UL 2703 Listed integrated grounding Flexible Design • Addresses nearly all sloped residential roofs • Design in landscape and portrait • Rails enable easy obstacle management Customer-Preferred Aesthetics • #1 module and #1 mounting aesthetics • Best-in-class system aesthetics ȏ 3UHPLXPORZSURȴOHGHVLJQ • Black anodized components • Hidden mid clamps and end clamps KDUGZDUHDQGFDSSHGȵXVKUDLOV Part of Superior System • Built for use with SunPower DC and AC modules • Best-in-class system reliability and aesthetics • Combine with SunPower modules and monitoring app sunpower.com Elegant Simplicity SunPower® InvisiMount™ is a SunPower-designed rail-based mounting system. The InvisiMount system addresses residential sloped roofs and combines faster LQVWDOODWLRQWLPHGHVLJQȵH[LELOLW\DQGVXSHULRUDHVWKHWLFV 7KHΖQYLVL0RXQWSURGXFWZDVVSHFLȴFDOO\HQYLVLRQHGDQG engineered to pair with SunPower modules. The resulting system-level approach will amplify the aesthetic and LQVWDOODWLRQEHQHȴWVIRUERWKKRPHRZQHUVDQGLQVWDOOHUV SunPower® InvisiMount™ | Residential Mounting System InvisiMount Component Details Component Material Weight Mid Clamp Black oxide stainless steel AISI 304 63 g (2.2 oz) End Clamp Black anodized aluminum alloy 6063-T6 110 g (3.88 oz) Rail Black anodized aluminum alloy 6005-T6 830 g/m (9 oz/ft) Rail Splice Aluminum alloy 6005-T5 830 g/m (9 oz/ft) Ground Lug Assembly 304 stainless (A2-70 bolt; tin-plated copper lug)106.5 g/m (3.75 oz) End Cap Black acetal (POM) copolymer 10.4 g (0.37 oz) Roof Attachment Hardware Supported by InvisiMount System Design Tool Application • Composition Shingle Rafter Attachment • Composition Shingle Roof Decking Attachment • Curved and Flat Tile Roof Attachment • Universal Interface for Other Roof Attachments InvisiMount Operating Conditions Temperature ȫr&WR r& ȫr)WR r) Max. Load 2400 Pa uplift 5400 Pa downforce Roof Attachment Hardware Warranties Refer to roof attachment hardware manufacturer’s documentation ΖQYLVL0RXQW:DUUDQWLHV$QG&HUWLȴFDWLRQV Warranties 25-year product warranty \HDUȴQLVKZDUUDQW\ &HUWLȴFDWLRQV UL 2703 Listed &ODVV$ȴUHUDWLQJZKHQGLVWDQFHEHWZHHQ roof surface and bottom of SunPower PRGXOHIUDPHLVȱȋ *Module frame that is compatible with the InvisiMount system required for hardware interoperability. © 2015 SunPower Corporation. All Rights Reserved. SUNPOWER, the SUNPOWER logo, and INVISIMOUNT are trademarks or registered trademarks of SunPower Corporation. All other trademarks are the property of their respective owners. 6SHFLȴFDWLRQVLQFOXGHGLQWKLVGDWDVKHHWDUHVXEMHFWWRFKDQJHZLWKRXWQRWLFH InvisiMount Component Images Module* / Mid Clamp and Rail Mid Clamp End Clamp Rail & Rail Splice Ground Lug Assembly End Cap Module* / End Clamp and Rail sunpower.com Document #509506 Rev B 5830 Las Positas Rd | Livermore, CA 94551 Phone: (844)-671-6045 | Fax: (800)-689-7975 www.solarroofhook.com January 23, 2014 To whom this may concern, SolarRoofHook.com is committed to excellence. All of our parts were tested by a third party test facility for the following. 1. Uplift test 2. Downward load test 3. Water Proof - QuickBOLT only AME Research facility had a current engineer license per the State of California in 2012 and 2013. Terrapin Testing had a current engineer license per the State of California in 2011. The following is an excerpt from: CALIFORNIA B OARD FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS guide t o Engineering & Land Surveying for City and County Officials Page 12, Line 27 ,IWKHOLFHQVHKDVH[SLUHGEHWZHHQWKHWLPHWKHHQJLQHHULQJGRFXPHQWVZHUH SUHSDUHGDQGWKHWLPHZKHQWKHORFDODJHQF\¶VUHYLHZLVSHUIRUPHGGRWKH GRFXPHQWVQHHGWREHUHVHDOHGE\DOLFHQVHHZLWKD FXUUHQWOLFHQVH" % 3&RGH $VORQJDVWKHOLFHQVHZDVFXUUHQWDWWKHWLPHWKHHQJLQHHULQJGRFXPHQWV ZHUHSUHSDUHGWKHGRFXPHQWVGRQRWQHHGWREHUHVHDOHGSULRUWRUHYLHZE\ WKHORFDODJHQF\+RZHYHU DQ\FKDQJHV XSGDWHVRUPRGL¿FDWLRQV WRWKH GRFXPHQWVWKDWDUHPDGHIROORZLQJWKHUHYLHZE\WKHORFDODJHQF\ZRXOG KDYHWREHSUHSDUHGE\DOLFHQVHGHQJLQHHUZLWKDFXUUHQWOLFHQVHDQGWKRVH FKDQJHVZRXOGKDYHWREHVLJQHGDQGVHDOHG We trust the information provided will alleviate any request for the test reports submitted to have a stamp from the current year. Respectfully, Rick Gentry V.P. of Sales & Marketing Page 1 of 8 July 25, 2012 Mr. Rick Gentry Project Number 112448C QUICKSCREWS INTERNATIONAL 5830 Las Positas Road Livermore, CA 94551 Subject: Spanish Tile Roof Hook (Part #STRH90) Laboratory Load Testing Dear Mr. Gentry: As requested, Applied Materials & Engineering, Inc. (AME) has completed load-testing Spanish tile roof hook (see Appendix A, Figure 1). The purpose of our testing was to evaluate the tensile and compressive load capacity of the Spanish tile roof hook attached to a 2"x4" Douglas Fir rafter using #12 Quickscrew (5/16"Øx 3" L T17 302 SS). SAMPLE DESCRIPTION Mockup samples were delivered to our laboratory on July 6, 2012. Mockup configuration consisted of three 16" long rafters at 7"o.c., screwed to 1/2" OSB sheathing. The Spanish tile roof hook is attached through the OSB into the rafter with two fasteners. TEST PROCEDURES & RESULTS 1. Compressive Load Test A total of three tests were conducted for compressive load capacity on July 14, 2012 using a United Universal testing machine. Samples were rigidly attached to the testing machine and a compressive load was applied to the hook. The samples were loaded in compression at a constant rate of axial deformation of 0.09 in. /min. without shock until the bracket was in contact with the OSB sheathing; maximum deflection at maximum load was recorded. Detailed results are provided in Table I. Test setup and typical bracket bending at maximum load are provided in Appendix A. Based on the above testing, the average maximum compression load of the Spanish tile roof hook attached to a 2"x4" Douglas Fir rafter using #12 Quickscrew was determined to be 230 lbf. 2. Tensile Load Test A total of three tests were conducted for tensile load capacity on July 14, 2012 using a United Universal testing machine. Samples were rigidly attached to the testing machine and a tensile load was applied to the hook. The samples were loaded in tension at a constant rate of axial deformation of 0.09 in. /min. without shock until the bracket was bent and the bolt began to pull-out; maximum deflection at maximum load was recorded. Detailed results are provided in Table II. Page 3 of 8 TABLE I COMPRESSIVE LOAD TEST RESULTS SPANISH TILE ROOF HOOK (PART # STRH90) PROJECT NUMBER 112448C SAMPLE ID MAXIMUM COMPRESSIVE LOAD (lbf) MAXIMUM DEFLECTION (in.) FAILURE MODE FTC-1 175 1.5 Bent Hook FTC-2 248 1.5 Bent Hook FTC-3 268 2.0 Bent Hook AVERAGE 230 1.7 .. Page 4 of 8 TABLE II TENSILE (UPLIFT) LOAD TEST RESULTS SPANISH TILE ROOF HOOK (PART # STRH90) PROJECT NUMBER 112448C SAMPLE ID MAXIMUM TENSILE LOAD (lbf) MAXIMUM DEFLECTION (in.) FAILURE MODE FTT-1 1355 4.7 Bent Hook FTT-2 1432 5.2 Bent Hook FTT-3 1220 4.8 Bent Hook AVERAGE 1336 4.9 .. Page 5 of 8 APPENDIX A Page 6 of 8 FIGURE 1 SPANISH TILE ROOF HOOK (PART # STRH90) PROJECT NUMBER 112448C Page 7 of 8 SPANISH TILE ROOF HOOK (PART # STRH90) TEST SETUP PROJECT NUMBER 112448C Figure 1a. Test Setup Figure 1b. Test Close-up Spanish Tile Hook Test Fixture Test Bolts Compression Tension Page 8 of 8 SPANISH TILE ROOF HOOK (PART # STRH90) TYPICAL BRACKET BENDING AT MAXIMUM LOAD PROJECT NUMBER 112448C Figure 3a. Compression Test Figure 3b. Tensile Test $&&$FPH&DEOH&OLSV &RQWDFWXVDW ZZZZHOOFFRP 0DGHZLWKFRUURVLRQUHVLVWDQWVHULHVVWDLQOHVVVWHHO 'XDOZLUHFRPSDUWPHQWV 6SHFLDOWDEIRUHDV\LQVWDOODWLRQDQGUHPRYDOZLWKÀDWKHDGVFUHZGULYHU 'HVLJQHGWRSUHYHQWGDPDJHWRFDEOHLQVXODWLRQ 6L]HGIRU86(FDEOH PP RU39FDEOH PP $&& +ROGV WR86(ZLUHV RU39ZLUH $&&39 +ROGV WR39ZLUHV $&0(&DEOH&OLSVVLPSOLI\ZLUHPDQDJHPHQWDQGFUHDWHDFOHDQHUDHVWKHWLFWRVRODU39DUUD\V7KH FOLSVDUHPDGHRIFRUURVLRQUHVLVWDQWVWDLQOHVVVWHHODQGDUHGHVLJQHGWRSUHYHQWGDPDJHWRFDEOHLQVX ODWLRQ7KHHDV\WRLQVWDOODQGUHPRYHGHVLJQRQO\UHTXLUHVDÀDWKHDGVFUHZGULYHUDQGFDQEHUHXVHG XQOLNH]LSWLHV7KHXQLYHUVDOGHVLJQ¿WVPRVWPRGXOHVDQGFDQKROGRQHRUWZRZLUHV 0DGHRIFRUURVLRQUHVLVWDQWWLQSODWHFRSSHU 'HVLJQHQVXUHVIRUHDV\LQVWDOODWLRQ $YDLODEOH :LWK:((% ®ZDVKHUWHFKQRORJ\ $VVHPEOHGDQGXQDVVHPEOHG :LWKRUZLWKRXWLQVWDOODWLRQKDUGZDUH /RZSUR¿OHGHVLJQ 1RVXUIDFHSUHSHUDWLRQRQUDLORUPRGXOHUHTXLUHG 5HOLDELOLW\WKURXJKRXWWKHOLIHWLPHRIWKH39V\VWHP 0XOWLSOHHTXLSPHQWJURXQGFRQGXFWRUDOORZDQFH 2QH$:*WR$:*RUWZR$:*WZR$:* /LVWHGWR$16,8/E\,QWHUWHN(7/ &6$&HUWL¿HGWR&1R &XVWRPGHVLJQVDYDLODEOHXSRQUHTXHVW :((%®/8* 7KH:((%®/XJFRQVLVWVRID:((%®ZDVKHUOD\LQOXJDQGKDUGZDUH,WLVXVHGZLWKRQHVROLGRUVWUDQGHG FRSSHUZLUH $:*WR$:* RUWZRFRSSHUZLUHV $:*WR$:* WRSURYLGHDFRQWLQXRXVJURXQGRQURRI RUJURXQGPRXQWHGVRODUV\VWHPV8QOLNHWUDGLWLRQDOOD\LQOXJVWKH:((%®/XJGRHVQRWUHTXLUHVXUIDFH SUHSDUDWLRQRQUDLORUPRGXOHWRLQVWDOO7KH:((%®/XJLVLQVWDOOHGXVLQJVWDLQOHVVVWHHOPRXQWLQJKDUGZDUH :KHQWKHKDUGZDUHLVWLJKWHQHGWKH:((%®ZDVKHUV¶VSHFLDOL]HGWHHWKHPEHGLQWRDQRGL]HGDOXPLQXPJDOYDQL]HG VWHHORUDQ\HOHFWULFDOO\FRQGXFWLYHPHWDOWRHVWDEOLVKDJDVWLJKWHOHFWULFDOFRQQHFWLRQ7KHWLQSODWHG/XJDVVXUHV PLQLPXPFRQWDFWUHVLVWDQFHDQGSURWHFWLRQDJDLQVWFRUURVLRQ&RSSHUZLUHLVFODPSHGE\DVWDLQOHVVVWHHO VFUHZZKLFKLVKRUL]RQWDOWRWKHWDQJIRUHDV\DFFHVVZKHQPRXQWHGXQGHUD39PRGXOH7KHORZSUR¿OHRIWKH :((%®/XJDOORZVLWWREHLQVWDOOHGLQDYDULHW\RISRVLWLRQV Catalog Item # L x W x H Hole Hardware Torque :((%/8* ´[´[´ ´ LQFKKDUGZDUH LQFOXGHGXQDVVHPEOHG IWOEVIRU WHUPLQDOVFUHZ IWOEVIRU PRXQWLQJ KDUGZDUH Z3HQHWUR[$ RQWKUHDGV :((%/8*$6 ´[´[´ LQFKKDUGZDUH LQFOXGHGDVVHPEOHG :((%/8* ´[´[´ ´ 0RULQFKKDUGZDUH QRWLQFOXGHG :((%/8*$6 ´[´[´ LQFKKDUGZDUH LQFOXGHGDVVHPEOHG :((%/8*81 ´[´[´ LQFKKDUGZDUH LQFOXGHGXQDVVHPEOHG :((%/8* ´[´[´ 0RULQFKKDUGZDUH QRWLQFOXGHG &XVWRPHU6HUYLFH'HSDUWPHQW $YLDWLRQ3DUN'ULYH /RQGRQGHUU\1+ ,QWHUQDWLRQDO ZZZEXUQG\FRP 0DWHULDO WLQSODWHGFRSSHU 2XWGRRUUDWHG /RZSUR¿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¿OHRIWKH:,/(<*URXQGLQJ/XJDOORZVLWWREHLQVWDOOHGLQDYDULHW\RISRVLWLRQV Catalog Item # L x W x H Hole Hardware Torque :,/(</8* ´[´[´´7HUPLQDOVFUHZLQFOXGHG :((%70QRWLQFOXGHG IWOEVIRU WHUPLQDOVFUHZ IWOEVIRU PRXQWLQJ KDUGZDUH Z3HQHWUR[$ RQWKUHDGV :,/(</8* ´[´[´ ´ 7HUPLQDOVFUHZLQFOXGHG :((%70QRWLQFOXGHG :,/(</8* ´[´[´ 7HUPLQDOVFUHZLQFOXGHG :((%70QRWLQFOXGHG :,/(</8* ´[´[´ 7HUPLQDOVFUHZLQFOXGHG :((%70QRWLQFOXGHG &XVWRPHU6HUYLFH'HSDUWPHQW $YLDWLRQ3DUN'ULYH /RQGRQGHUU\1+ ,QWHUQDWLRQDO ZZZEXUQG\FRP S 2XWGRRU UDWHG Volume 1—Residential and Light Commercial CA08100002E—January 2013 www.eaton.com V1-T1-47 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.2Loadcenters and Circuit Breakers Type BR Loadcenters and Circuit Breakers Single-Phase—Main Lug Loadcenters Single-Phase Three-Wire—120/240 Vac—Insulated/Bondable Split Neutral Notes 1 Ground bar kits priced separately. See Page V1-T1-60. – For 2/4 circuit loadcenters, use GBK5 or GBK520 ground bar. – For 4/8, 6/12 and 8/16 circuit loadcenters, use GBK10 ground bar. – Ground bars mount to the left side wall of the enclosure for the 4/8, 6/12 and 8/16 circuit loadcenters. 2 Suitable for use as service equipment when not more than two service disconnecting mains are provided or when not used as a lighting and appliance panelboard (see Article 408.34 of the NEC). 3 Ground bar GBK5 is installed. 4 Rainproof panels are furnished with hub closure plates. For rainproof hubs, refer to Page V1-T1-60. 5 CSA and UL approved. 6 Neutral/ground holes (6) #14–6 and (3) #14–2/0 AWG Cu/Al. 7 For use as service entrance applications only. 8 Neutral/ground holes (6) #14–6 and (3) #14–1/0 AWG Cu/Al. 9 Suitable for use as service equipment when not more than two service disconnecting mains are provided or when not more than six service disconnecting mains are provided and when not used as a lighting and appliance panelboard (see Article 408.34 of the NEC). j Suitable for use as service equipment when a main breaker is used or when not more than six service disconnecting mains are provided and when not used as a lighting and appliance panelboard (see Article 408.34 of the NEC). k Ground bar GBK10 is installed. l Ground bar GBK14 is installed. Box sizes Pages V1-T1-61 through V1-T1-64. Main Ampere Rating Maximum Number 1-Inch (25.4 mm)Enclosure Type Trim Type Box Size Wire Size Range Cu/Al 60°C or 75°C for Main Lugs Loadcenter Catalog NumberSpaces Circuits 70 2 4 Indoor Surface (no door) 5 #8–#2 BR24L70SP 12 2 4 Indoor Surface (no door) 5 BR24L70SGP 23 2 4 Outdoor —5R BR24L70RP 124 2 4 Indoor Flush (no door) 5 BR24L70FP 12 2 4 Indoor Flush (no door) 5 BR24L70FGP 25 125 2 4 Indoor Surface (no door) 6 #14–1/0 BR24L125SP 12 2 4 Outdoor —6R BR24L125RP 124 2 4 Outdoor —6R BR24L125RSEP 278 2 4 Outdoor —6R BR24L125RSE2P 267 2 4 Indoor Flush (no door) 6 BR24L125FP 12 4 8 Indoor Surface (no door) 7 #14–1/0 BR48L125SP 19 4 8 Indoor Surface (no door) 7 BR48L125SGP 39 4 8 Outdoor —7R BR48L125RP 149 4 8 Indoor Flush (no door) 7 BR48L125FP 19 4 8 Indoor Flush (with door) 7 BR48L125FDP 19 4 8 Indoor Flush (no door) 7 BR48L125FGP 39 6 12 Indoor Surface (no door) 7 #14–#1 BR612L125SP 1j 6 12 Indoor Surface (no door) 7 BR612L125SGP jk 6 12 Indoor Surface (with door) 7 BR612L125SDP 1j 6 12 Indoor Surface (with door) 7 BR612L125SDGP jk 6 12 Outdoor —7R BR612L125RP 14j 6 12 Indoor Flush (no door) 7 BR612L125FP 1j 6 12 Indoor Flush (no door) 7 BR612L125FGP 5jk 6 12 Indoor Flush (with door) 7 BR612L125FDP j 6 12 Indoor Flush (with door) 7 BR612L125FDGP 5jk 8 16 Indoor Surface (no door) 7 #14–#1 BR816L125SP 1j 8 16 Indoor Surface (no door) 7 BR816L125SGP jl 8 16 Indoor Surface (with door) 7 BR816L125SDP 1j 8 16 Indoor Surface (with door) 7 BR816L125SDGP jl 8 16 Outdoor —7R BR816L125RP 14j 8 16 Indoor Flush (no door) 7 BR816L125FP 1j 8 16 Indoor Flush (no door) 7 BR816L125FGP 5jl 8 16 Indoor Flush (with door) 7 BR816L125FDP 1j 8 16 Indoor Flush (with door) 7 BR816L125FDGP 5jl Surface Outdoor Flush Outdoor Surface (No Door) Flush (No Door) Outdoor V1-T1-66 Volume 1—Residential and Light Commercial CA08100002E—December 2014 www.eaton.com 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.2 Loadcenters and Circuit Breakers Type BR Loadcenters and Circuit Breakers Dimensions Approximate Dimensions in Inches (mm) Residential/Commercial/New York City Loadcenters, Unit Enclosures—Box Sizes Note: Box sizes do not include covers/fronts. Residential Loadcenters—NEMA Type 1 Indoor Residential Loadcenters—NEMA Type 3R Outdoor Commercial Loadcenters—NEMA Type 1 Indoor Commercial Loadcenters—NEMA Type 3R Outdoor New York City Loadcenters—NEMA Type 1 Indoor Types ECB and ECC Unit Enclosures—NEMA Type 1 Indoor Types ECB and ECC Unit Enclosures—NEMA Type 3R Outdoor Box Size Height Width Depth A1 15.00 (381.0) 11.25 (285.8) 3.75 (95.3) B1 16.75 (425.5) 14.31 (363.5) 3.88 (98.4) B2 18.75 (476.3) 14.31 (363.5) 3.88 (98.4) C1 21.00 (533.4) 14.31 (363.5) 3.88 (98.4) C2 23.00 (584.2) 14.31 (363.5) 3.88 (98.4) C4 27.00 (685.8) 14.31 (363.5) 3.88 (98.4) D1 29.13 (739.8) 14.31 (363.5) 3.88 (98.4) G1 34.13 (866.8) 14.31 (363.5) 3.88 (98.4) L1 39.00 (990.6) 14.31 (363.5) 3.88 (98.4) L2 45.00 (1143.0) 14.31 (363.5) 3.88 (98.4) L3 48.38 (1228.3) 14.31 (363.5) 3.88 (98.4) 2 8.63 (219.1) 5.00 (127.0) 3.50 (88.9) 3 9.44 (239.7) 4.50 (114.3) 3.00 (76.2) 4 13.00 (330.2) 11.00 (279.4) 3.56 (90.5) 5 9.44 (239.7) 4.50 (114.3) 3.00 (76.2) 6 12.00 (304.8) 6.88 (174.6) 4.50 (114.3) 7 13.00 (330.2) 11.00 (279.4) 3.56 (90.5) 9 14.50 (368.3) 6.50 (165.1) 3.50 (88.9) Box Size Height Width Depth B1R 16.75 (425.5) 14.31 (363.5) 5.19 (131.8) B2R 18.75 (476.3) 14.31 (363.5) 5.19 (131.8) C3R 25.00 (635.0) 14.31 (363.5) 5.19 (131.8) D1R 29.13 (739.8) 14.31 (363.5) 5.19 (131.8) G1R 34.13 (866.8) 14.31 (363.5) 5.19 (131.8) L1R 39.00 (990.6) 14.31 (363.5) 5.19 (131.8) L2R 45.00 (1143.0) 14.31 (363.5) 5.19 (131.8) L3R 48.75 (1238.2) 14.31 (363.5) 5.19 (131.8) 2R 8.63 (219.1) 5.00 (127.0) 3.50 (88.9) 3R 9.44 (239.7) 4.50 (114.3) 3.00 (76.2) 4R 13.00 (330.2) 11.00 (279.4) 3.56 (90.5) 5R 9.44 (239.7) 4.50 (114.3) 3.00 (76.2) 6R 11.75 (298.5) 6.50 (165.1) 4.50 (114.3) 7R 13.00 (330.2) 11.00 (279.4) 3.56 (90.5) 8R 27.00 (685.8) 10.50 (266.7) 4.75 (120.7) 9R 14.25 (362.0) 6.50 (165.1) 4.00 (101.6) C1R 21.00 (533.4) 14.31 (363.5) 5.19 (131.8) Box Size Height Width Depth 19 44.00 (1117.6) 16.16 (410.4) 6.25 (158.8) 20 44.00 (1117.6) 16.16 (410.4) 6.25 (158.8) 22 54.00 (1371.6) 16.22 (412.0) 6.31 (160.3) 24 66.50 (1689.1) 16.22 (412.0) 6.31 (160.3) Box Size Height Width Depth 42 38.00 (965.2) 16.31 (414.3) 6.38 (161.9) 43 44.00 (1117.6) 16.31 (414.3) 6.38 (161.9) 46 54.00 (1371.6) 16.31 (414.3) 6.38 (161.9) 47 66.56 (1690.7) 16.31 (414.3) 6.38 (161.9) Box Size Height Width Depth A 38.00 (965.2) 18.13 (460.4) 5.00 (127.0) B 44.00 (1117.6) 18.13 (460.4) 5.00 (127.0) C 66.50 (1689.1) 18.13 (460.4) 6.25 (158.8) Height Width Depth 23.25 (590.6) 8.88 (225.4)4.50 (114.3) Height Width Depth 23.68 (601.7)9.31 (236.5)5.44 (138.1) Catalog Number:MBE2040PV200BTF (Flush) MBE2040PV200BTS (Surface) -NEMA 3R Enclosure -EUSERC with Ring Type Meter Cover -225A Rated Socket (200A Continuous)(Copper) -4 Jaw Socket -225A Rated Distribution Bus (Copper) -200A Main Breaker,22 kAIC -70A Max Solar -Available in Flush Mount or Surface Mount -Top or Bottom Feed Applications 78 6 5 4 3 2 1 78 6 5 4 3 2 1 D C B A D C B A DSD_DFM_ACAD_IN.DWG REV 1 THIS DOCUMENT,INCLUDING THE DRAWING AND INFORMATIONCONTAINEDTHEREON,ISCONFIDENTIALANDISTHE EXCLUSIVE PROPERTY OF EATON CORPORATION,AND IS MERELY ON LOAN AND SUBJECT TO RECALL BY EATON AT ANYTIME. BY TAKING POSSESSION OF THIS DOCUMENT,THE RECIPIENT ACKNOWLEDGES AND AGREES THAT THIS DOCUMENT CANNOT BE USED IN ANY MANNER ADVERSE TO THE INTERESTS OF EATON AND THAT NO PORTION OF THIS DOCUMENT MAY BE COPIED OR OTHERWISE REPRODUCED WITHOUT THE PRIOR WRITTEN CONSENT OF EATON.IN THE CASE OF CONFLICTING CONTRACTUAL PROVISIONS,THIS NOTICE SHALL GOVERN THE STATUS OF THIS DOCUMENT. NOTICE TO PERSONS RECEIVING THIS DOCUMENTAND/ORTECHNICALINFORMATION TITLE DRAWINGSIZE NUMBER REVISION CHANGE RESPONSIBILITY SHEETSCALE DRAFTER/DESIGNER ENGINEERING APPROVED REVISION DESCRIPTION DATE (YYYY/MM/DD) MANUFACTURING D OF ENG/MFG REFERENCE ASME Y14.5M-1994 SYMBOLS PER 468-1143 X.XX±XX ST C Eaton Corporation,All RightsReserved ECO # NA DIMENSIONS IN X.X X.XX X.XXX X° X.X° ±0.1 ±0.02 ±0.005 ±1 ±.5 INCHES SOLAR POWER CENTER METER BREAKER (1"),20/40 CKT,200A EUSERC,BOTTOM OR TOP FEED 96-6730 1 EG-PQCO-RPD-ENGINEERING 1=1 1 1 M JENNINGS 2013/02/21 M JENNINGS 2013 225A RATED SOCKET 225A RATED BUS PUBPUB Danger Label Danger Label Warning Label So l a r L a b e l 1 Solar Label 2 Solar Label 3 25.347 36.057 25.347 36.05738.614 3.387 5.895 14.270 5.905 14.270 16.614 5.895 Solar Nameplate Solar Nameplate Power Center Rating Label Solar Label 1 Solar Label 2 Solar Label 3 Scale 6X WARNING ADVERTENCIA 30-46737 REV. 1 Electrical Shock Hazard DO NOT TOUCH TERMINALS Terminals on both Line and Load sides may be energized in the open position. Peligro de descarga eléctrica NO TORQUE LAS TERMINALES Las terminales tanto del línea como de los lados de carga pueden estar energizadas en la posición abierta. WARNING ADVERTENCIA 30-46738 REV. 1 Parallel Energy Source Disconnect Do not relocate this overcurrent protective device. Desconexión de fuente de energía paralela No traslade este dispositivo de protección contra cobrecorriente. WARNING ADVERTENCIA 30-46739 REV. 1 Dual Power Sources Turning off parallel energy source disconnect does not de-energize panel.Turn off power from all sources before working inside. Suitable for use as utility interactive equipment in accordance with Article 705 of the NEC. Fuentes dobles de energía Apagar la desconexión de la fuente de energía paralela no desenergiza el panel. Corte la energía desde todas las fuentes antes de trabajar en el interior. Adecuado para el uso como un equipo interactivo de servicios públicos,en conformidad con el Articulo 705 de NEC. Page: 1 of 1 Date: June 9,2020 Lessee Terence Monaghan Mary Louise Monaghan 76893 Ascalon Avenue Palm Desert, CA 92211 3602016020 Lessor SunPower Capital, LLC Attn: SunPower Financing 8900 Amberglen Boulevard Suite 325 Austin, Texas 78729 (800) 786-7693 Dealer/Installer Renova Energy Corp. CA 910836 B C10C46 75181 Mediterranean, Palm Desert, CA 92211 (760) 568-3413 Your Leased System Your Estimated Savings Solar Panels SunPower 327W (Model SPR-E20- 327-E-AC) Pre-solar Monthly Electric Bill (Yr1)$166.94 Panel Count and System Size 19.00 Panels, 6.21 kW (DC), 6.08 kW (AC) Estimated Monthly Electric Bill Savings (Yr1) $153.24 Inverter SunPower- Type E(19)SunPower Monthly Lease (Yr1)$135.68 Source of Performance Data SunPower Estimated Total Monthly Savings (Yr1)$17.55 Monitoring System PVS6 Monitoring Kit Estimated SunPower Lease Price per kWh (Yr1) $0.140 Racking Equipment InvisiMount Annual Solar Bill Increase (Yr1)0.000% Year 1 Production Estimate 10928 kWh Amount Due at Signing $0.00 Lease Term Production Estimate 202773 kWh to 224119 kWh Lease Term Approximately 20 Years (240 calendar months) Estimated Electricity Offset 120.2% SunPower promises, We will… Insure the System, and arrange for its repair and maintenance (including the inverter) at no additional cost to you as specified in the Lease. Provide a Production Guarantee and Limited Warranty, as specified in the Lease. We do not guarantee savings though, estimates above are based on the bill assumptions you provided to us. Provide 24/7 web-enabled monitoring at no additional cost to you, as specified in the Lease. Assign to you a warranty of your roof, against leaks within three inches of mounting penetrations, as specified in the Lease. What are your transfer choices during the term? If you move, you may transfer this Lease to the purchaser of your Home, subject to Our approval, as specified in the Lease. If you move, you may purchase the System from Us for an amount equal to the Remaining Value Amount (as defined in the Lease), plus all payments that are specified in the Lease. What are your choices at the end of the term? We will have the System removed at no additional cost to you. You may request an extension of the term of the Lease on prevailing market terms, as specified in the Lease. Otherwise, the Lease will automatically renew, unless We notify you otherwise (which We will have the right to do in Our sole discretion) and continue on a month-to-month basis, at a monthly rent equal to the last applicable Monthly Payment during the Lease Term (or, in the event rent was fully prepaid, in an amount provided by Us). 2 Lease #: 2346975 12/2019 Rev 2.4 meaning; and (v) the word “or” is not necessarily exclusive. 26.NOTICE OF RIGHT TO CANCEL YOU, THE LESSEE, MAY CANCEL THIS LEASE AT ANY TIME PRIOR TO MIDNIGHT OF THE SEVENTH (7th) CALENDAR DAY AFTER THE DATE YOU SIGN THIS LEASE. SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT (ATTACHED HERETO AS EXHIBIT E). Following the seventh (7th) calendar day after the date you sign this Lease and prior to the Lease Term Start Date, you may request that We cancel the Lease. If We agree to cancel the Lease, then in connection with such a request, you will be obligated to pay a cancellation fee to help offset costs incurred for Your project such as permitting fees, interconnection application costs, design costs and other out of pocket expenses associated with the Lease. Because it would be impracticable and extremely difficult to ascertain the amount of actual cost caused by your cancellation of this Lease cancellation fees are as follows: a.Five hundred dollars ($500.00) for any cancellation after the seventh (7th) calendar day after the date you sign this Lease until the date that permits have been obtained for your project. b.One thousand dollars ($1,000.00) for any cancellation after permits have been obtained for your project. Once installation of the System has begun, You may not cancel the Lease under any circumstances without Lessor’s consent. Under such circumstances, We will ask You, and You agree, to reimburse Us for Our out-of- pocket costs associated with the Lease. You will not be charged a cancellation fee for any cancellation pursuant to Section 5. By signing this Lease, you acknowledge you have read and understand your cancellation rights and the implications of cancellation and you have been informed orally of your cancellation rights. ACKNOWLEDGMENT OF ARBITRATION I understand that this Lease contains an agreement to arbitrate. After signing this Lease, I understand that I will not be able to bring a lawsuit concerning any dispute that may arise which is covered by the arbitration provision, unless it involves a question of constitutional or civil rights. Instead, I agree to submit any such dispute to an impartial arbitrator. I have read this Lease and the exhibits in their entirety and I acknowledge that I have received a complete copy of this Lease and the exhibits. Lessee’s Name: Terence Monaghan Signature: {{_es_:signer1:signature}} Date: {{_es_:signer1:date}} Co-Lessee's Name: Mary Louise Monaghan Signature: {{_es_:signer2:signature}} Date: {{_es_:signer2:date}} Lessor : SunPower Capital, LLC Signature: {{_es_:signer3:signature}} Date: {{_es_:signer3:date}} The Dealer/Installer with respect to this Lease is: Renova Energy Corp. 75181 Mediterranean, Palm Desert, CA 92211 CA 910836 B C10C46 15 Lease #: 2346975 12/2019 Rev 2.4 Terence Monaghan (Jun 9, 2020 12:24 PDT) Terence Monaghan Jun 9, 2020 Mary Louise Monaghan (Jun 9, 2020 12:32 PDT) Mary Louise Monaghan Jun 9, 2020 Angereen Bernadeth Marquices (Jun 10, 2020 16:10 PDT) Angereen Bernadeth Marquices Jun 10, 2020