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SOLR20-0136
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 SOLR20-0136 JS 4/21/2020 Jamie Silva Jamie Silva Digitally signed by Jamie Silva DN: cn=Jamie Silva, o=Renova Energy Corp., ou, email=permits@renovaenergy.com, c=US Date: 2020.04.21 13:16:14 -07'00' ✔ Project Name Date Drawn:Drawn By:Revision No. Sheet No. 75-181 Mediterranean Ave. Renova Energy Corp Palm Desert, CA 92211 (760)568-3413 Contractor's License #9108360C1COVERSHEETVICINITY MAP RIVERSIDE COUNTY: APN 655052004CONSTRUCTION HOURS:OCTOBER 1 THRU APRIL 30MONDAY - FRIDAY 7:00 AM - 5:30 PMSATURDAY 8:00 AM - 5:00 PMSUNDAY NOT ALLOWEDGOVERNMENT CODEHOLIDAYS NOT ALLOWEDMAY 1 THRU SEPTEMBER 30MONDAY - FRIDAY 6:00 AM - 7:00 PMSATURDAY 8:00 AM - 5:00 PMSUNDAY NOT ALLOWEDGOVERNMENT CODEHOLIDAYS NOT ALLOWEDSCOPE OF WORK:PROJECT CONSISTS OF INSTALLING A SOLAR PHOTOVOLTAIC (PV) SYSTEMCOMPRISED OF: PV MODULES, POWER INVERTER(S), CONDUITS W/FITTINGS ANDWIRES, ROOF STANCHIONS, A RACK MOUNTING SYSTEM, AND ALL NECESSARYELECTRICAL EQUIPMENT TO PROVIDE A RENEWABLE POWER SOURCE FOR THECUSTOMER.PROJECT CONTACTS:CONTRACTOR: RENOVApermits@renovasolar.comPRIMARY CONTACT:MATTHEW DE LA TORRESECONDARY CONTACT:JAMIE SILVAAPPLICABLE CODES:CALIFORNIA RESIDENTIAL CODE 2019CALIFORNIA ELECTRICAL CODE 2019NATIONAL ELECTRICAL CODE 2017CALIFORNIA AMENDMENTS 2019CITY OF PALM DESERT MUNICIPAL CODESHEET INDEX GENERALC1COVER SHEETS1SITE PLANS2PLOT PLAN ELECTRICALE1PROJECT SIGNAGEE2SINGLE LINE STRUCTURALP1PROFILE ELEVATIONS DATA SHEETMODULEWIND CALCULATIONRACKINGLOAD CENTERCESAR LOPEZMARLENE ROOD (SLO2251259) 73395 AGAVE LANE PALM DESERT, CA 9226004/08/2020 CLCITY OF PALM DESERT DEPARTMENT OF BUILDING & SAFETY APPROVED M.Ramirez Date: THIS APPROVAL BECOMES NULL & VOID IF AN INSPECTION IS NOT RECORDED WITHIN 180 DAYS OF ISSUANCE. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPROVED PLANS. THIS APPROVAL SHALL NOT BE CONSTRUED TO BE A PERMIT FOR AN APPROVAL OF ANY VIOLATION OF ANY OF THE PROVISIONS OF STATE AND CITY ORDINANCES OR LAWS. THIS SET OF APPROVED PLANS MUST BE KEPT ON THE JOB UNTIL COMPLETED. 04/21/2020 DRIVEWAY- CIRCUIT #1- CIRCUIT #2POOL- CIRCUIT #3AC SOLAR MODULESCHIMNEYALL CONSTRUCTION SHALL COMPLY WITH THE 2019 CALIFORNIA RESIDENTIAL CODE,2019 ELECTRICAL CODE BASED ON THE 2017 NATIONAL ELECTRICAL CODE.NOTES:1. THIS IS A 17.085 KW SOLAR ELECTRIC SYSTEM USING(51) SUNPOWER SPR-X21-335-BLK-E-AC MODULES (335 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 FLAT CONCRETE TILE AT 14° PITCH & TAR/GRAVEL AT 0°.5. THE SYSTEMS SQUARE FOOTAGE IS 928 FT² (18% OF TOTAL ROOF AREA).CIRCUITS 1-4 HAVE AN AZIMUTH OF 170° & CIRCUIT 5 OF 260°.6. MODULES ARE 0° TILT ABOVE ROOF SLOPE ON THE TILTED AREAS, NOTTO EXCEED 18" ABOVE ROOF SURFACE.7. BUILDING IS A SINGLE STORY DWELLING.8. PROSOLAR LAG SCREWS ARE 5/16" X 4" AT 72" O.C. MAX, SOLAR ROOFHOOK LAG SCREWS ARE 5/16" X 4" AT 48" O.C. MAX, WITH 2.5" INTOFRAMING.9. MODULES WILL BE SECURED TO TILE ROOFTOP USING SOLAR ROOFHOOK ATTACHMENTS WITH INVISIMOUNT SUPPORT RAILS. MODULES WILLBE SECURED TO TAR/GRAVEL ROOFTOP USING 4.5" (FRONT) WITH 12"(REAR) PROSOLAR ATTACHMENTS WITH INVISIMOUNT SUPPORT RAILS.10. SOLAR ROOF HOOK ATTACHMENTS WILL BE FLASHED. PROSOLARATTACHMENTS WILL BE SEALED BY LICENSED ROOF CONTRACTOR.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 TOFIELD INSPECTION BY THE CITY.15. PROPER CLEARANCES SHALL BE IN ACCORDANCE WITH CAL FIREGUIDELINES.SIDE YARD PROPERT Y L I N E PR O P E R T Y L I N E SID E Y A R D SOLAR SYSTEM SIZE: 17.085 kW DCCEC AC SYSTEM SIZE: 15.589 kW AC- CIRCUIT #4- CIRCUIT #5225 AMP AC LOAD CENTEREATON #BR4242L225R120/240 VOLTLOCATED NEXT TO MAINAGAVE LANEEXISTING METER #222020-008868EXISTING 400 AMP MAIN SERVICE PANEL120/240 VOLT, 1Φ, 3WLOCATED ON EAST EXTERIOR WALLBACK YARDPROPERTY LINE2'2'VENT3'3'3'75-181 Mediterranean Ave. Renova Energy Corp Palm Desert, CA 92211 (760)568-3413Sheet No. Revision No. Date Drawn:Drawn By:Project Name: Contractor's License #9108360S1SITE PLANCESAR LOPEZMARLENE ROOD (SLO2251259) 73395 AGAVE LANE PALM DESERT, CA 9226004/08/2020 CL AC DISCONNECT/AC LOAD CENTERWARNINGELECTRIC SHOCK HAZARD. DO NOTTOUCH TERMINALS. TERMINALS ONBOTH THE LINE AND LOAD SIDES MAYBE ENERGIZED IN THE OPEN POSITION.MAX AC OPERATING CURRENT: 66.8 AOPERATING AC VOLTAGE: 240 VoltsSOLAR BREAKERWARNINGINVERTER OUTPUT CONNECTION DONOT RELOCATE THIS OVER CURRENTDEVICE.MAIN PANELTHIS PANEL IS FED BY TWO SOURCES:UTILITY AND SOLAR PHOTOVOLTAICMAIN PANEL: MECHANICALLY ATTACHEDWARNINGTHIS FACILITY IS EQUIPPED WITH A PHOTOVOLTAICGENERATOR LOCATED ON THE ROOF AS SHOWN.THE SYSTEM MAY BE DISCONNECTED FROM THEFACILITY PER THE AC DISCONNECT AS SHOWN.AC DISCONNECT/SOLAR BREAKERLOAD CENTERPHOTOVOLTAIC DISCONNECTBREAKER LOCATED INSIDENOTE: RED BACKGROUND WITH WHITELETTERING 3/8" LETTER HEIGHTVA LOADCIRCUIT 1 ABL20TYPEC.B.BUSCODE NRLTRPxxCONNECTED VA (CODE L):1603616.066.8AB-20xx188620xx1886188618861415141580188018CIRCUIT 1 CIRCUIT 2CIRCUIT 2CIRCUIT 5 CIRCUIT 5 PHASE TOTALLOADDESCRIPTIONLLLLL--20-2020--222---VA LOADABLTYPEC.B.CODENRLTRP LOADDESCRIPTIONLLLLLPANEL: LOAD CENTERLOCATION: NEXT TO MAINMOUNTING: SURFACEPANEL VOLTAGE: 240/120 V 1Φ,3WBUS: 225AN: NON-CONTINUOUSL: LONG-CONTINUOUSR: DEMANDABLE RECEPTACLESCIRCUIT CODE:CONNECTED VA (CODE R):CONNECTED VA (CODE N):TOTAL CONNECTED KVA:TOTAL PANEL AMPS:PHASE TOTALS A+BPROJECT SIGNAGENOTES & PANEL SCHEDULE RAPID SHUTDOWN SWITCHFOR SOLAR PV SYSTEM20xx14151415CIRCUIT 3CIRCUIT 3LL-20-2-LL20xx14151415CIRCUIT 4CIRCUIT 4LL-20-2-LL MARKING1. THE MATERIAL USED FOR MARKING SHALL BE REFLECTIVE, WEATHER RESISTANT AND SUITABLE FOR THEENVIRONMENT. MARKING AS REQUIRED IN SECTIONS R 331.2.2 THROUGH R331.2.4 SHALL HAVE LETTERSCAPITALIZED 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) SAFEGUARDS1. 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 MAINPANEL.10. EMT SHALL BE 3/4" MINIMUM.11. JUNCTION BOX/ COMBINER BOX ENTRY SHALL USE COMPRESSIONFITTINGS. NOTES1. 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 BEPV-WIRE AND AC CABLE.ALL CONDUIT SHALL BE 3/4" EMT OR LARGER.ALL CONDUIT SHALL BE BONDED.ALL CONDUIT SHALL BE SUPPORTED BY RUBBERPYRAMID SUPPORTS.STEEL CITY 6"X6"X4" (OR LARGER) OUTDOORJUNCTION BOXES SHALL BE USED AS NEEDED.ALL CONDUIT SHALL HAVE PLASTIC STRAIN RELIEFCONNECTORS TO PROTECT WIRES.MAIN PANEL(YOU ARE HERE)MAIN PANELPHOTOVOLTAIC SYSTEM EQUIPPEDWITH RAPID SHUTDOWNTURN RAPID SHUTDOWNSWITCH TO THE"OFF" POSITION TOSHUT DOWN PV SYSTEMAND REDUCESHOCK HAZARDIN THE ARRAYSOLAR ELECTRICPV PANELSRAPID SHUTDOWN(CB INSIDE SUB)MAIN BREAKERTHE MAIN BREAKER HAS BEENDOWN-SIZED TO 175 AMPSNO UP-SIZING IS PERMITTED75-181 Mediterranean Ave. Renova Energy Corp Palm Desert, CA 92211 (760)568-3413Sheet No. Revision No. Date Drawn:Drawn By:Project Name: Contractor's License #9108360E1PROJECTSIGNAGECESAR LOPEZMARLENE ROOD (SLO2251259) 73395 AGAVE LANE PALM DESERT, CA 9226004/08/2020 CL AC CIRCUITSAC MODULES TO AC LOAD CENTER2 CIRCUITS OF 12 MODULES + 3 CIRCUITS OF 09 MODULES = 51 MODULESMAX VOLTAGE AC 240 VOLT1.31 AMPS EACH CIRCUIT X MAX 12 MODULES X 1.25[PER NEC 690.8] = 19.95 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#6 WIRE = 75 AMPS X .58[PER NEC TABLE 310.15(B)(16) & PER NEC TABLE 690.31(A)] = 43.5 AMPS43.5 AMPS X .50[CONDUIT FILL PER NEC TABLE 310.15(B)(3)(a)] = 21.8 AMPS ≥ 20 AMPS ✓5 CIRCUITS = (10) #6 THWN-2 AWG WIRE, (1) #8 THWN-2 GROUND1-1/2" EMT @ 40% FILL PER NEC TABLE C.1 = (16) #6 THWN-2 WIRES ✓AC LOAD CENTER TO MAIN PANEL175 AMP FEEDER BREAKERAC CONDUIT SHALL BE MOUNTED ON EXTERIOR WALL.ENGINEERED FOR 90°C TEMP. RATING OF CONDUCTOR & 42°C AMBIENT TEMP. PER SOLARABCS.ORG2/0 WIRE = 195 AMPS ≥ 175 AMP ✓(3) 2/0 THWN-2 AWG WIRE, (1) #6 THWN-2 GROUND2" EMT @ 40% FILL PER NEC TABLE C.1 = (6) 2/0 THWN-2 WIRES ✓AC LOAD CENTER BACKFEED CALCULATIONNEW 225 AMP MAIN SERVICE PANELNEW 175 AMP MAIN BREAKER120% OF 225 AMP BUS: ALLOWABLE BACKFED AMPS [PER NEC 705.12(B)(2)] = 270 AMPS270 AMP - 175 AMP MAIN BREAKER = 95 TOTAL AMP ALLOWABLEMAX OUTPUT = 51 MODS X 1.31 AMP X 1.25 [PER NEC 215.2 (A)1] = 83.5 AMPSMAX OUTPUT 83.5AMPS ≤ 95 AMPS ✓SOLAR ARRAY(51) SUNPOWER 335 WATTPHOTOVOLTAIC MODULES#SPR-X21-335-BLK-E-AC(2 CIRCUITS OF 12 MODULES &3 CIRCUITS OF 9 MODULES)1PVS6 (MONITOR)INTERNET, 240VLOCATED NEXT TOLOAD CENTERCONDUIT SCHEDULELOCATIONCONDUCTORSCONDUIT1(10) #6 THWN-2, (1) #8 EGC1-1/2" EMT2(3) 2/0 THWN-2, (1) #6 EGC2" EMT3(3) #12 THWN-2, (1) #12 EGC3/4" EMT20A 20ABREAKER 1 OF 5BREAKER 2 OF 5N BARG BAR3215A 20A BREAKER 3 OF 5SINGLE LINE DIAGRAMCALCULATIONS SOLAR SYSTEM SIZE: 17.085 kW DCCEC AC SYSTEM SIZE: 15.589 kW AC225 AMP AC LOAD CENTEREATON #BR4242L225R240V, 2PLOCATED NEXT TO MAIN20A 20A BREAKER 4 OF 5BREAKER 5 OF 5G BAREXISTING 200AMAIN BREAKERSOLAR BREAKER SUITABLEFOR DISCONNECTING MEANSPER NEC 690.13EXISTINGGROUNDINGELECTRODETO UTILITYMETER #222020-008868MN BAREXISTING 400 AMP MAIN SERVICE PANEL(TWO 200A-SPLIT)240/120 VOLT, 2-POLELOCATED ON EAST EXTERIOR WALLSERVICE EQUIPMENT IS TOP FED*FOR UTILITY PURPOSES ONLY:(51) ENPHASE IQ7XS-96-x-ACM-y (IQ7XS-96-ACM-US) 240V [SI1] INVERTERSEGC = EQUIPMENT GROUNDING CONDUCTORGEC = GROUNDING ELECTRODE CONDUCTORALL INNER-CIRCUIT WIRING SHALL BE #10 THWN-2 WIRE OR GREATER.NEW 175A MAINBREAKER75-181 Mediterranean Ave. Renova Energy Corp Palm Desert, CA 92211 (760)568-3413Sheet No. Revision No. Date Drawn:Drawn By:Project Name: Contractor's License #9108360E2SINGLE LINECESAR LOPEZMARLENE ROOD (SLO2251259) 73395 AGAVE LANE PALM DESERT, CA 9226004/08/2020 CL CL 18"9°4.5" LEG12" LEG18"9°14°10''A A'B B' 75-181 Mediterranean Ave. Renova Energy Corp Palm Desert, CA 92211 (760)568-3413Sheet No. Revision No. Date Drawn:Drawn By:Project Name: Contractor's License #910836SCALE:1"=4'2SCALE:11"=16'TOP VIEWELEVATION A-A'SCALE:1"=4'3*MODULES NOT TO EXCEED 18" ABOVE ROOF SURFACE*MODULES NOT TO EXCEED 18" ABOVE ROOF SURFACESCALE:N/A4*MODULES NOT TO EXCEED 18" ABOVE ROOF SURFACE*MODULES NOT TO EXCEED 18" ABOVE ROOF SURFACEATTACHMENT DETAILELEVATION B-B'0P1PROFILEELEVATIONS- USE (1) 5/16" x 4" SS LAG SCREWS AT 6' O.C.WITH 2.5" EMBEDMENT INTO WOOD RAFTERS.- RAFTERS ARE 2"x6" AT 2' O.C.- DO NOT INSTALL STANDOFFS OVER WOODCRICKETS- STANDOFFS ATTACHED TO MAIN ROOFFRAMING.HORIZONTAL DISTANCE BETWEEN ATTACHMENTSNOT TO EXCEED 6 FEET ON CENTERVERTICAL DISTANCE BETWEEN ATTACHMENTSNOT TO EXCEED 4 FEET ON CENTERCESAR LOPEZMARLENE ROOD (SLO2251259) 73395 AGAVE LANE PALM DESERT, CA 9226004/08/2020RAFTERRAFTER4'6'- USE (2) 5/16" x 4" SS LAG SCREWS AT 4' O.C.WITH 2.5" EMBEDMENT INTO WOOD RAFTERS.- RAFTERS ARE 2"x6" AT 2' O.C.- DO NOT INSTALL STANDOFFS OVER WOODCRICKETS- STANDOFFS ATTACHED TO MAIN ROOFFRAMING. CL Project Name Date Drawn:Drawn By:Revision No. Sheet No. 75-181 Mediterranean Ave. Renova Energy Corp Palm Desert, CA 92211 (760)568-3413 Contractor's License #9108360S2PLOT PLANCESAR LOPEZMARLENE ROOD (SLO2251259) 73395 AGAVE LANE PALM DESERT, CA 9226004/08/2020 CL Datasheet X-Series: X21-350-BLK | X21-335-BLK | X20-327-BLK 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 Warranted module power 25-year energy yield per W sunpower.com X-Series: X21-350-BLK | X21-335-BLK | X20-327-BLK 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. 531946 RevA DC Power Data X21-350-BLK-E-AC X21-335-BLK-E-AC X20-327-BLK-E-AC Nom. Power 5 (Pnom) 350 W 335 W 327 W Power Tol. +5/−0% +5/−0% +5/−0% Module Efficiency 21.5% 21.0% 20.4% Temp. Coef. (Power) −0.29%/°C −0.29%/°C −0.29%/°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 (18.5 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 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. 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• 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 (805) 486-4700 (805) 486-4799–fax 1551 S. Rose Ave. Oxnard, CA 93033 View more info on our website at: www.prosolar.com Email us for more information prosolar@prosolar.com FastJack® FJ-300-18 For Oatey® style flashings FastJack® FJ-450-18 For standard height flashings 3" High Part# FJ-300-18 For low profile installations using Oatey® flashings (for composition shingle roof-tops) 4-1/2" High Part# FJ-450-18 For installations using standard flashings (for composition & flat rooftops) 6" High Part# FJ-600-18 For standard flashings (for flat tile rooftops) 7-1/2" High Part# FJ-750-18 For standard flashings (sized for S-curve tile roofs and/or double flashed installations) The Fast Jack® design is covered under Pat. #6,360,491 USED FOR MOUNTING: • Photovoltaic Solar Panels • Solar Thermal Panels • Communication Equipment • Virtually anything needing structural attachment to a roof! Laboratory Tested 2,359 lbs Vertical Pullout! 808 lbs Side Axial Pullout!* Benefits of the FastJack® • Removable post makes installation on existing roofs/retrofit quick and easy (refer to the illustration to the right) • Patented design locates the lag bolt directly under the stanchion providing superior strength values • Fast & easy to install - saves time and labor costs • Precision machined from extruded aluminum, there are no welds to corrode or break • Significantly lighter than steel for installer convenience and reduced shipping costs. • Integrated drill guide insures perfect pilot holes every time - minimizes the possibility of splitting roof rafters • Base design allows virtually any roof flashing to install flat on the roof deck Serrated base grips the roof deck to prevent the base from moving while installing the lag bolt Commercial FastJack® also available (rated at 4,250 lbs.) Flashable Roof Stanchion The patented design of the FastJack® can be easily expressed as the most innovative, efficient and cost-effective tool of it's kind! Between the precision CNC machined base and stanchion along with strict engineering and material standards, the FastJack® has been laboratory tested to provide 2,359 pounds of strength using only a single lag bolt (included)! Four Sizes Available! *Using 1ea. 5/16" x 3-1/2" Lag Bolt RAF T E R Easy installation of flashings on existing roof-tops See reverse for installation theory Standard & Oatey® Flashings slip over the base and under the delicate shingle The post can be installed through the top of the flashing © Professional Solar Products, Inc. March 2006. FASTJACK_layout3.indd 1FASTJACK_layout3.indd 1 4/20/06 3:39:19 PM4/20/06 3:39:19 PM Bulk packaging means easier stocking abilities, less packaging waste and quicker, more convenient installation. Everything in the photo below is shipped in a recloseable box for storage of extra parts. The Fast Jack® is available in four convenient sizes. All sizes are packaged in quantities of 18 per box: 18 - 1" Round Posts (3", 4-1/2", 6" or 7-1/2" tall) 18 - Threaded bases 18 - 3/8" x 3/4" SS Hex Bolts 18 - 3/8" SS Flat washers 18 - 5/16" x 3" SS Lag bolts 18 - 5/16" SS Flat Washers Step 1: Drill Pilot hole in Rafter using integrated drill guide Step 2: Install base using includ- ed lag into pilot hole Step 3: Cut through shingles for flashing (flashing template illus- trated below) Step 4: Slide flashing under shin- gles and above Fast Jack Base Step 5: Thread post through top or bottom of flashing into FastJack® base Step 6: Using a wrench, secure post into base Step 7: Seal flashing around the post to waterproof Easy Installation: Flashing Template Available for Oatey (Pictured) and standard flashings. Makes cutting in a perfect flashing easy and painless! Kit includes Fast Jack post threader with knob © Professional Solar Products, Inc. March 2006. FASTJACK_layout3.indd 2FASTJACK_layout3.indd 2 4/20/06 3:39:23 PM4/20/06 3:39:23 PM 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. 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See Page V1-T1-66. 2 Has notch for BREQS125 hold-down kit. 3 Single, movable neutral is provided. 4 Combination cover style. 5 Suitable for use as service equipment when not more than six main disconnecting means are provided and when not used as a lighting and appliance panelboard (see Article 408.34 of the NEC). 6 Ground bars GBK5 and GBK520 installed. 7 Rainproof panels are furnished with hub closure plates. For rainproof hubs, refer to Page V1-T1-66. 8 Ground bar GBK1220 installed. 9 Has notch for BRHDK125 hold-down kit. j Includes through-feed lugs for both phase and neutral conductors. k Includes main lugs. Loadcenters can convert to main breaker using kit. Main Ampere Rating Maximum Number 1-Inch (25.4 mm)Enclosure Type Box Size Wire Size Range Cu/Al 60 °C or 75 °C for Main Lugs Loadcenter Catalog Number with Combination or NEMA Type 3R Cover 1Spaces Circuits 125 12 12 Indoor B1 #6–2/0 BR1212L125 2345 12 24 Indoor B1 BR1224L125 245 12 24 Indoor B1 BR1224L125G 245 12 24 Indoor B1 BR1224L125DG 2456 12 24 Outdoor B1R BR1224L125R 257 16 16 Indoor B2 BR1616L125 245 16 24 Indoor B2 BR1624L125 24 16 24 Indoor B2 BR1624L125G 24 16 24 Outdoor B2R BR1624L125R 27 20 20 Indoor C1 BR2020L125 245 20 24 Indoor C1 BR2024L125 24 20 24 Indoor C1 BR2024L125G 248 20 24 Outdoor C1R BR2024L125R 27 24 24 Indoor C2 BR2424L125 24 24 24 Indoor C2 BR2424L125G 248 30 42 Indoor D1 BR3042L125 24 150 16 30 Indoor C2 #1–300 kcmil BR1630L150 49 20 30 Indoor C2 BR2030L150 49 200 8 16 Outdoor B2R #1–300 kcmil BR816L200RF 57j 12 24 Indoor B2 BR1224L200 459 12 24 Outdoor B2R BR1224L200R 579 20 40 Indoor C2 BR2040L200 49 20 40 Indoor C2 BR2040L200G 489 20 40 Outdoor C3R BR2040L200R 79 24 40 Indoor C4 BR2440L200 49 30 40 Indoor D1 BR3040L200 49 30 40 Indoor D1 BR3040L200G 489 30 40 Outdoor D1R BR3040L200R 79 40 40 Indoor G1 BR4040L200 49 40 40 Indoor G1 BR4040L200G 49 40 40 Outdoor G1R BR4040L200R 79 60 120 Indoor L3 BR60120L200 k 225 42 42 Indoor L1 #1–300 kcmil BR4242L225 4 42 42 Outdoor L1R BR4242L225R 7 BR1224L125 BR1224L200 ______________________________ SOLAR ENERGY SYSTEM HOME IMPROVEMENT CONTRACT _____________________________ TO BE USED IN THE STATE OF CALIFORNIA “Notice of Cancellation” may be sent to the Contractor at the address noted below: Customer Marlene Rood 73395 Agave Lane Palm Desert, CA 92260 (760) 409-7216 fcjimrood@aol.com Contractor SunPower Corporation, Systems Attn: SunPower 8900 Amberglen Boulevard, Suite 325 Austin, Texas 78729 (800) 786-7693 Contractor License No. 890895 Important Information about your SunPower Solar Energy System Home Improvement Contract Date of Agreement March 31,2020 Estimated Rebate (if applicable)Retained by Customer Co-Payment Paid by Customer to Contractor at Energy Start Date $0.00 Total Contract Price $58,930.70 Year 1 Production Estimate 28047 kWh The schedule of progress payments must specifically describe each phase of work, including the type and amount of work or services scheduled to be supplied in each phase, along with amount of each proposed progress payment. IT IS AGAINST THE LAW FOR A CONTRACTOR TO COLLECT PAYMENT FOR WORK NOT YET COMPLETED, OR FOR MATERIALS NOT YET DELIVERED. HOWEVER, A CONTRACTOR MAY REQUIRE A DOWN PAYMENT. THE DOWN PAYMENT MAY NOT EXCEED $1,000 OR 10% OF THE TOTAL CONTRACT PRICE, WHICHEVER IS LESS. Schedule of Progress Payments: Payment of the applicable invoiced amount of the Total Contract Price (as such term defined above) is due and payable upon the date specified in the table below. Your final invoice will be due and payable upon the first date when the following things have happened: (a) Contractor can verify that the System (as defined below) was placed into operation, (b) interconnection of the System is complete with the utility; and (c) all approvals needed to operate the System are in place (collectively, the “Energy Start Date”). Check this box if you are pursuing financing from a financing entity approved by Contractor and listed on Schedule I (attached hereto) for the purchase and installation of the System (as defined below) under this Agreement. By checking this box, and upon notification to Contractor that such financing has been successfully obtained prior to the completion of the engineering site audit of your Premises, Contractor shall disregard the schedule of progress payments below and shall accept payment in full in the amount of the Total Contract Price from the Customer and the financing entity on behalf of the Customer upon the Loan Commencement Date. Contract #: 2251259 2 12/2019 Rev 1.1 address, and the date you received the signed copy of this Agreement and this notice. Following the seventh (7th) calendar day after the date you sign this Agreement and prior to the installation commencement date of the System, you may request that we cancel this Agreement. If we agree to cancel this Agreement, 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 this Agreement. 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 Agreement 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 Agreement 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 Agreement. If you cancel on or before the seventh (7 th) calendar day after the date you sign this Agreement, then Contractor must return to you anything you paid within ten calendar (10) days of receiving the notice of cancellation and the parties agree that Contractor may return such funds via the same method that you originally remitted such funds to Contractor. For your part, you must make available to Contractor at your residence, in substantially as good condition as you received them, goods delivered to you under this Agreement. Or, you may, if you wish, comply with Contractor’s instructions on how to return the goods at Contractor’s expense and risk. If you do not make the goods available to Contractor and Contractor does not pick them up within twenty (20) days of the date of your notice of cancellation, you may keep them without any further obligation. If you fail to make the goods available to Contractor, or if you agree to return the goods to Contractor and fail to do so, then you remain liable for performance of all obligations under this Agreement. Attached is a form “Notice of Cancellation” which form is easily detachable. □ {{_es_:signer1:initials}} The law requires that Contractor give you a notice explaining the right to cancel. Initial the checkbox if the Contractor has given you a “Notice of the Seven- Day Right to Cancel”. You are entitled to a completely filled in copy of this Agreement, signed by both you and Contractor before any work may be started. You are entitled to require Contractor to have a performance and payment bond and the expense of the bonds may be borne by you. IN WITNESS WHEREOF, each party hereto has caused this Agreement to be signed on its behalf as of the date first written above. Customer’s Signature(s): By: {{_es_:signer1:signature}} __________________________________________ (signature) Name: Marlene Rood __________________________________________ (print) Date: {{_es_:signer1:date}} __________________________________________ Contractor’s Signature: SunPower Corporation, Systems By: {{_es_:signer2:signature}} __________________________________________ (signature) Contract #: 2251259 12 12/2019 Rev 1.1 MR MR Marlene Rood (Mar 31, 2020) Marlene Rood Mar 31, 2020 Janice Hernandez (Apr 1, 2020) Janice Hernandez Name: {{_es_:signer2:fullname}} __________________________________________ (print) Date: {{_es_:signer2:date}} __________________________________________ The name and registration number of the home improvement salesperson who solicited or negotiated this Agreement are set forth below: Name: Mark Licon Registration No.: 97986 Contract #: 2251259 13 12/2019 Rev 1.1 Apr 1, 2020 Janice Hernandez