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Home My WebLink About1314 S Shawnee Dr - PlanCODE INFORMATION APPLICABLE CODES, LAWS AND REGULATIONS CODE INFORMATION APPLICABLE CODES, LAWS AND REGULATIONS 2022 CALIFORNIA BUILDING CODE (CBC) 2022 CALIFORNIA RESIDENTIAL CODE (CRC) 2022 CALIFORNIA FIRE CODE (CFC) 2022 CALIFORNIA ELECTRICAL CODE (CEC) 2022 CALIFORNIA MECHANICAL CODE (CMC) 2022 CALIFORNIA PLUMBING CODE (CPC) PROJECT 1 4 1 4 H A R B O U R W A Y S O U T H R I C H M O N D , C A 9 4 8 0 4 ( 5 1 0 ) 5 4 0 - 0 5 5 0 C O R P O R A T I O N , S Y S T E M S R E V I S I O N S SO L A R I N D I V I D U A L P E R M I T P A C K A G E GR I D - T I E D P H O T O V O L T A I C S Y S T E M REV DESCRIPTION DATE DB DRAWN BY: DATE DRAWN SCALE AL B I N O G O N Z A L E Z 13 1 4 S S H A W N E E D R SA N T A A N A , C A L I F O R N I A 9 2 7 0 4 RP-432118 10 . 0 0 5 k W 07-20-2023 R. Bose Soriano ROLAND BOSE SORIANO C A L I C E N S E C - 1 0 , B # 8 9 0 8 9 5 C A L I C E N S E C - 1 0 , B # 8 9 0 8 9 5 (N) GRID TIED PHOTOVOLTAIC SYSTEM SOLAR INDIVIDUAL PERMIT PACKAGE ALBINO GONZALEZ 1314 S SHAWNEE DR 7147090993 SANTA ANA, CALIFORNIA 92704 10.005 kW AHJ: SANTA ANA CITY UTILITY: SOUTHERN CALIFORNIA EDISON CO SATELLITE IMAGE CO V E R S H E E T PROJECT LOCATION NTS SHEET INDEX SCOPE OF WORK - (N) 10.005 kW PHOTOVOLTAIC SYSTEM - AC kW = MAXIMUM CONTINUOUS OUTPUT POWER X NO. OF MODULES = 384W X 23 = 8.832 kW - (23) SunPower SPR-M-435-H-AC PV MODULES - POINT OF INTERCONNECTION AT MAIN SERVICE PANEL WITH CIRCUIT BREAKER - MAIN PANEL UPGRADE TO (N) 225A/200A - COMP SHINGLE INSET REQUIRED AC = 8.832 kW DC = 10.005 kW NOTES SHEET PVA-0 ARCHITECTURAL DRAWINGS ELECTRICAL DRAWINGS PVE-1 ELECTRICAL SINGLE-LINE DIAGRAM & PVE-2 ELECTRICAL CALCULATION PVE-3 ELECTRICAL DATA & SPECIFICATIONS SPECIFICATIONS PVE-4 PVE-5 BRANCH DIAGRAM STRUCTURAL DRAWINGS PVS-1 STRUCTURAL INFORMATION & PVA-0 COVER SHEET PVA-1 ARRAY LAYOUT EQUINOX GROUNDING DETAILS PV MOUNTING DETAILS The scope of the plans is for the installation of the solar photovoltaic system only and the approval is subject to compliance with all applicable city and state codes and regulations regarding construction. The approval of the plans does not constitute any certification of the accuracy, completeness, or building permit status of the existing buildings and structures as shown. Bldg# 101115919 Approved by JLo Elec# 20180364 Issued 09/01/23 1314 S Shawnee Dr 09/05/23 20 psf 95 mph C 0 psf Exposure Cat: Ground Snow: Code: 2022 California Building Code ASCE 7-16 Live Load: Ult Wind Speed: Design Criteria: 5/10/2023 Attn.: To Whom It May Concern re: Job ALBINO GONZALEZ: 1314 S SHAWNEE DR, SANTA ANA, CALIFORNIA 92704 The following calculations are for the structural engineering design of the photovoltaic panels. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. If you have any questions, don't hesitate to contact. 51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 Steven Procter Digitally signed by Steven Procter Date: 2023.05.10 12:35:30 -05'00' 1314 S Shawnee Dr09/05/23 Date :5/10/2023 Job Code: ALBINO GONZALEZ 2 of 6 Structrure Geometry: Mean Roof Height, hn =23 ft Eave Height, he =18 ft Buiding Length, L =53 ft Building Width, B =55 ft Module Area =20.8 ft² Roof Properties: Roof Pitch (deg) = Roofing Type = Sheathing Type = Wood Species = Wood Fb (psf) = Wood Fv (psf) = Wood E (psf) = Wood Lag Withdrawal (lb/in) = Framing Type = Framing OC Spacing (in.) = Section Thickness, b (in.) = Section Depth, d (in.) = Section Modulus, Sx (in.^3) = Beam Span (ft) = Pen Trib Width (ft) = Rail Span (ft) = CD (Wind) = CD (Snow) = CLS = CM = Ct = CL = CF = Cfu = Ci = Cr = Mallowable_Wind (lb-ft) = Mallowable_snow (lb-ft) = 2176 1564 1.0 1.15 1.2 1.0 1.0 1.0 1.00 1.0 1.6 1.15 4.00 3.07 15 7.25 13.14 1.50 2x8 Rafter 24 230400000 266 129600 25920 5/8 OSB Sheathing Doug Fir-Larch #2 Waved Tile 20 All Roofs 51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 1314 S Shawnee Dr09/05/23 Date :5/10/2023 Job Code: ALBINO GONZALEZ 3 of 6 Dead Load: 9.0 2.0 1.2 3.0 Total All Roofs DL 15.2 psf 2.4 psf Roof_Dist_DL = M_Roof_Dist_DL = Def_Roof_Dist_DL = PV_uni_Dist_DL = M_PV_uni_Dist_DL = Def_PV_uni_Dist_DL = Total_uni_DL = M_Total_uni_DL = Def_Total_uni_DL = Rail_Down_DL = Rail_M_DL = Pens_Down_DL = Pens_Side_DL = Wind Load: Ultimate Wind Speed = 95 mph Directionality Factor, kd = 0.85 Topographic Factor, kzt = 1 Velocity Pressure Exposure Factor, kz = 0.93 Ground Elevation Factor, ke = 1.00 psf Velocity Pressure, qz = 18.24 Solar Equalization Factor, γa = 0.60 10 8 28 7 0.0413 33 933 127 0.0056 0.0357 5 29 806 PV DL All Roofs Waved Tile 5/8 OSB Sheathing 2x8 Rafter @ 24" OC Misc (Insulation etc) 51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 1314 S Shawnee Dr09/05/23 Date :5/10/2023 Job Code: ALBINO GONZALEZ 4 of 6 Array Edge Factor, γE = External Pressure Up, GCp_1 = External Pressure Up, GCp_2 = External Pressure Up, GCp_3 = External Pressure Down, GCp = psf Design Pressure Up, p_1 = psf Design Pressure Up, p_2 = psf Design Pressure Up, p_3 = psf Design Pressure Down, p = uni_Dist_W_up = M_uni_Dist_W_up = Def_uni_Dist_W_up = uni_Dist_W_down = M_uni_Dist_W_down = Def_uni_Dist_W_down = Module_Up_W1 = Module_Up_W2 = Module_Down_W = Rail_Up_W1 = Rail_Up_W2 = Rail_Down_W = Rail_M_Up_W1 = Rail_M_Up_W2 = Rail_M_Down_W = Pens_Up_W1 = Pens_Up_W2 = Pens_Down_W = Rail Check (LRFD): All Roofs 1.4D : 11 lb-ft <548 lb-ft OK All Roofs 1.2D + 1.6S + 0.5W : 37 lb-ft <548 lb-ft OK All Roofs 1.2D + 0.5S + 1.0W : 64 lb-ft <548 lb-ft OK All Roofs 0.9D + 1.0W (Up z1) : 105 lb-ft <548 lb-ft OK -524 197 55 -403 -112 -146 -131 49 16 -101 -33 -43 900 0.0399 -0.0818 32 -66 -1847 -50.89 16.00 -32.83 -42.68 -3.10 0.60 -2.00 -2.60 All Roofs 1.5 51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 1314 S Shawnee Dr09/05/23 Date :5/10/2023 Job Code: ALBINO GONZALEZ 5 of 6 All Roofs 0.9D + 1.0W (Up z2) : 139 lb-ft <548 lb-ft OK Attachment Check (ASD): All Roofs 1.0D + 0.6W : 146 lbs <907 lbs OK All Roofs 1.0D + 0.75*[1.0S + 0.6W] : 116 lbs <907 lbs OK All Roofs 1.0D + 1.0S : 28 lbs <907 lbs OK All Roofs 0.6D + 0.6W (Up z1) : 225 lbs <512.5 lbs OK All Roofs 0.6D + 0.6W (Up z2) : 298 lbs <512.5 lbs OK Lag Screw Uplift Check (ASD): All Roofs Lag Screw Withdrawl Value = 266 lbs 5/16 Dia. All Roofs Lag Screw Penetration = 2.5 All Roofs 0.6D + 0.6W (Up z1) : 225 lbs <665 lbs OK All Roofs 0.6D + 0.6W (Up z2) : 298 lbs <665 lbs OK Framing Check (ASD): All Roofs uni 1.0D + 0.6W : 1473 lb-ft <2176 lb-ft OK All Roofs uni 1.0D + 0.75*[1.0S + 0.6W] : 1338 lb-ft <2176 lb-ft OK All Roofs uni 1.0D + 1.0S : 933 lb-ft <1564 lb-ft OK All Roofs uni 0.6D + 0.6W (Up z1) : 548 lb-ft <2176 lb-ft OK Framing Deflection Check (Service Level): All Roofs uni D + L : 0.744 in.<1.00 in.OK All Roofs uni W Up : 0.412 in.<0.75 in.OK All Roofs uni W Down : 0.201 in.<0.75 in.OK All Roofs uni S : 0.000 in.<0.75 in.OK Seismic Check: Stucco 10.0 psf 2x4 Studs @ 16"2.0 psf Gypsum 3.0 psf Misc. (Insulation, etc.)2.0 psf 51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 1314 S Shawnee Dr09/05/23 Date :5/10/2023 Job Code: ALBINO GONZALEZ 6 of 6 17 psf 3888 ft^2 66096 lbs 15 psf 2915 ft^2 44442 lbs 46 lbs 23 1047 lbs %increase = (Wexisting + Wadditional) / Wexisting = OK Limits of Scope of Work and Liability 0.95% The increase in weight as a result of the solar system is less than 10% of the existing structure and therefore no further seismic analysis is required. The calculations produced for this dwelling's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards and procedures. Total Roof Area = Total Roof W =Existing Weight PV Panel W = Number of Panels = Total PV W =Additional Weight Total Wall DL = Total Wall Area = Total Wall W =Existing Weight Total Roof DL = 51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 1314 S Shawnee Dr09/05/23 _________________________ Attn: ___________________________Permit Office I, ___________________________͕ authorize SunPower (as my solar provider of choice) to pull permits for the solar installation at my residence, which is located at __________________________________. Please contact me at ____________________ if you have any further questions. ZĞŐĂ ƌĚƐ, Signed, _________________________________ Date: ___________________________________ 1314 S Shawnee Dr09/05/23 Rev: 7/15/2021 RESIDENTIAL PHOTOVOLTAIC CHECKLIST SOL-01 CBC 2019 Solar Photovoltaic (PV) Checklist for Detached SINGLE FAMILY RESIDENCES Only Instructions: The licensed contractor of record shall complete all sections, answer the ten questions and sign the certification section below. A copy of this form shall be attached to each of TWO sets of plans, of minimum 11” x 17” size. If answering NO to any of the questions, plan check shall be required. Project Address: Contractor Company Name: Contractor License Number: YES NO Are the following applicable to the proposed project? 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. Will the PV system layout provide the required three-foot wide clear access pathways per Section 605.11 of the California Fire Code, and is this shown on the roof plan? Will the PV system be installed on a roof having only one roofing layer with no overlays? Will the PV array be flush mounted to the existing roof so that the plane of the modules (panels) are parallel to the plane of the roof? Will the PV system weigh maximum 4 pounds per square feet or less? Will the PV system be installed where the modules do not overhang any roof edges (such as eaves, gabled ends, ridges and hips)? Will the PV system be installed witha space of 2” minimum to 10” maximum between the underside of modules and the surface of the roof? Will the PV system be installed without using any ballast system or counter-weight system? Will the anchors be installed with a maximum horizontal anchor spacing of 6 feet and is this maximum horizontal spacing shown on the plans? Will the minimum 5/16” lag screws be installed with a minimum of 2-1/2 inch embedment into roof rafters (with pre-drilled holes) and is this minimum embedment shown on the plans? Are ALL the structural pages of the plans stamped and signed by a California licensed professional engineer? (including project specific site plan, PV layout, anchorage spacing, anchorage details and manufacturer’s PV support information.) I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name: Signature: Phone Number: Date: Email Address: Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org Digitally signed by Aeron Bien Basbas Date: 2023.07.20 08:45:11 -07'00' 1314 S Shawnee Dr09/05/23 Expedited Permit Process for PV Systems - AC Module1 Expedited Permit Process for PV Systems AC Module The Solar America Board for Codes and Standards (Solar ABCs) Expedited Permit Pro- cess provides a means to differentiate systems that can be permitted quickly and easily due to their similarity with the majority of small-scale PV systems. Those systems with unique characteristics may be handled with small additions to this Expedited Permit Process or may require much more information, depending on the uniqueness of the installation. The following pages contain forms for the AC Module to use with the Expedited Permit Process. The Standard String, Micro-Inverter, and Supply-Side Connection forms are also available as interactive PDF files at www.solarabcs.org/permitting. In jurisdic- tions that have adopted the Expedited Permit Process for PV Systems, these forms can be filled out electronically and submitted in either printed form and via email. An elec- tronic format is used so that the supplied information is standardized and legible for the local jurisdiction. 1314 S Shawnee Dr09/05/23 Expedited Permit Process for PV Systems2 Expedited Permit Process for Small-Scale PV Systems AC Module The information in this guideline is intended to help local jurisdictions and contractors identify when PV system installations are simple, needing only a basic review, and when an installation is more complex. It is likely that 50%-75% of all residential systems will comply with these simple criteria. For projects that fail to meet the simple criteria, resolution steps have been suggested to provide as a path to permit approval. Required Information for Permit: 1. Site plan showing location of major components on the property. This drawing need not be exactly to scale, but it should represent relative location of components at site (see supplied example site plan). PV arrays on dwellings with a 3’ perimeter space at ridge and sides may not need separate ﬁre service review. 2. Electrical diagram showing PV array conﬁguration, wiring system, overcurrent protection, inverter, disconnects, required signs, and ac connection to building (see supplied standard electrical diagram). 3. Speciﬁcation sheets and installation manuals (if available) for all manufactured components including, but not limited to, PV modules, inverter(s), combiner box, disconnects, and mounting system. Step 1: Structural Review of PV Array Mounting System Is the array to be mounted on a deﬁned, permitted roof structure? l Yes l No If No due to non-compliant roof or a ground mount, submit completed worksheet for the structure WKS1. Roof Information: 1. Is the rooﬁng type lightweight (Yes = composition, lightweight masonry, metal, etc…)__________________________ ____________________________________________________________________________________________________ If No, submit completed worksheet for roof structure WKS1 (No = heavy masonry, slate, etc…). 2. Does the roof have a single roof covering? l Yes l No If No, submit completed worksheet for roof structure WKS1. 3. Provide method and type of weatherprooﬁng roof penetrations (e.g. ﬂashing, caulk).____________________________ Mounting System Information: 1. Is the mounting structure an engineered product designed to mount PV modules with no more than an 18” gap beneath the module frames? l Yes l No If No, provide details of structural attachment certiﬁed by a design professional. 2. For manufactured mounting systems, ﬁll out information on the mounting system below: a. Mounting System Manufacturer ___________Product Name and Model#________________________________ b. Total Weight of PV Modules and Rails ___________lbs c. Total Number of Attachment Points____________ d. Weight per Attachment Point (b÷c)_________________lbs (if greater than 45 lbs, see WKS1) e. Maximum Spacing Between Attachment Points on a Rail ______________inches (see product manual for maximum spacing allowed based on maximum design wind speed) f. Total Surface Area of PV Modules (square feet)_________________ ft 2 g. Distributed Weight of PV Module on Roof (b÷f)_______________ lbs/ft2 If distributed weight of the PV system is greater than 5 lbs/ft2, see WKS1. Step 2: Electrical Review of PV System (Calculations for Electrical Diagram) In order for a PV system to be considered for an expedited permit process, the following must apply: 1. PV modules, utility-interactive inverters, and combiner boxes are identiﬁed for use in PV systems. 2. The PV array is composed of 4 series strings or less per inverter. 3. The total inverter capacity has a continuous ac power output 13,440 Watts or less 4. The ac interconnection point is on the load side of service disconnecting means (690.64(B)). 5. One of the standard electrical diagrams (E1.1, E1.1a, E1.1b, or E1.1c) can be used to accurately represent the PV system. Interactive PDF diagrams are available at www.solarabcs.org/permitting. Fill out the standard electrical diagram completely. A guide to the electrical diagram is provided to help the applicant understand each blank to ﬁll in. If the electrical system is more complex than the standard electrical diagram can effectively communicate, provide an alternative diagram with appropriate detail. 1314 S Shawnee Dr09/05/23 E x p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 3 AC Module Site Plan 1314 S Shawnee Dr09/05/23 E x p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 4 AC Module Electrical Diagram Contractor Name, Address and Phone: One-Line Standard Electrical Diagram for AC Module PV Systems Site Name: Site Address: System AC Size: SIZE FSCM NO DWG NO REV SCALE NTS Date: SHEET Drawn By: Checked By: DESCRIPTION OR CONDUCTOR TYPE USE-2 or PV WIRE GEC EGC X ALL THAT APPLY EXTERIOR CABLE LISTED W/ INV. THWN-2 or XHHW-2 or RHW-2 GEC EGC X ALL THAT APPLY NO DC GEC IF 690.35 SYSTEM THWN-2 or XHHW-2 or RHW-2 GEC EGC X ALL THAT APPLY TAG 1 2 3 4 5 CONDUIT AND CONDUCTOR SCHEDULE COND. GAUGE MFG MFG NUMBER OF CONDUCTORS MFG Cable MFG Cable CONDUIT TYPE N/A N/A N/A CONDUIT SIZE N/A N/A N/A DESCRIPTIONTAG 1 2 3 4 5 6 7 PART NUMBER NOTES FOR UNUSED AC MODULES PUT "N/A in BLANK ABOVE 1 2 2 3 EQUIPMENT SCHEDULE J-BOX 4 AC DISCO M BUILDING GROUNDING ELECTRODE G M UTILITY SERVICE MAIN SERVICE PANEL MAIN OCPD INVERTER OCPD 5 6 7 5 3 4 G SEE GUIDE APPENDIX D FOR INFORMATION ON MODULE AND ARRAY GROUNDING AC COMBINER PANEL G ____ AC MODULES IN BRANCH- CIRCUIT MOD __1__ DC AC MOD __1__ DC AC MOD __1__ DC AC ____ AC MODULES IN BRANCH- CIRCUIT MOD __1__ DC AC MOD __1__ DC AC MOD __1__ DC AC 1 1314 S Shawnee Dr09/05/23 E x p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 5 Notes for AC Module Electrical Diagram Contractor Name, Address and Phone: Bill Ted Notes for One-Line Standard Electrical Diagram for Single-Phase PV Systems Site Name: Site Address: System AC Size: SIZE FSCM NO DWG NO REV SCALE NTS Date: SHEET Drawn By: Checked By: NOMINAL OPERATING AC VOLTAGE NOMINAL OPERATING AC FREQUENCY MAXIMUM AC POWER MAXIMUM AC CURRENT MAXIMUM OCPD RATING AC MODULE MAKE AC MODULE MODEL AC MODULE RATINGS (Guide Appendix C) 1) IF UTILITY REQUIRES A VISIBLE-BREAK SWITCH, DOES THIS SWITCH MEET THE REQUIREMENT? YES NO N/A 2) IF GENERATION METER REQUIRED, DOES THIS METER SOCKET MEET THE REQUIREMENT? YES NO N/A 3) SIZE PHOTOVOLTAIC POWER SOURCE (DC) CONDUCTORS BASED ON MAX CURRENT ON NEC 690.53 SIGN OR OCPD RATING AT DISCONNECT (N/A) 4) SIZE INVERTER OUTPUT CIRCUIT (AC) CONDUCTORS ACCORDING TO INVERTER OCPD AMPERE RATING. (See Guide Section 9) 5) TOTAL OF ______ INVERTER OUTPUT CIRCUIT OCPD(s), ONE FOR EACH AC MODULE CIRCUIT. DOES TOTAL SUPPLY BREAKERS COMPLY WITH 120% BUSBAR EXCEPTION IN 690.64(B)(2)(a)? YES NO NOTES FOR INVERTER CIRCUITS (Guide Section 8 and 9): 1.) LOWEST EXPECT AMBIENT TEMPERATURE BASED ON ASHRAE MINIMUM MEAN EXTREME DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION. LOWEST EXPECTED AMBIENT TEMP ____oC 2.) HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED ON ASHRAE HIGHEST MONTH 2% DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION. HIGHEST CONTINUOUS TEMPERATURE ___o C 2.) 2009 ASHRAE FUNDAMENTALS 2% DESIGN TEMPERATURES DO NOT EXCEED 47oC IN THE UNITED STATES (PALM SPRINGS, CA IS 44.1 oC). FOR 6 OR LESS CURRENT-CARRYING CONDUCTORS IN ROOF-MOUNTED SUNLIT CONDUIT AT LEAST 0.5" ABOVE ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE OF 47oC OR LESS (ALL OF UNITED STATES), a) 12 AWG, 90 oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR AC MODULES INVERTER OUTPUT CIRCUITS WITH 12 AMPS OR LESS WHEN PROTECTED BY A 15- AMP OR SMALLER OCPD. b) 10 AWG, 90 oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR AC MODULES INVERTER OUTPUT CIRCUITS WITH 16 AMPS OR LESS WHEN PROTECTED BY A 20- AMP OR SMALLER OCPD. NOTES FOR ARRAY CIRCUIT WIRING (Guide Section 6 and 8 and Appendix F): OCPD = OVERCURRENT PROTECTION DEVICE NATIONAL ELECTRICAL CODE ® REFERENCES SHOWN AS (NEC XXX.XX) NOTES FOR ALL DRAWINGS: SIGNSSEE GUIDE SECTION 7 SIGN FOR DC DISCONNECT SIGN FOR INVERTER OCPD AND AC DISCONNECT (IF USED) N/A since no dc wiring AC OUTPUT CURRENT NOMINAL AC VOLTAGE SOLAR PV SYSTEM AC POINT OF CONNECTION THIS PANEL FED BY MULTIPLE SOURCES (UTILITY AND SOLAR) 1314 S Shawnee Dr09/05/23 420-440W Residential AC Module SunPower® Maxeon® Technology %XLOWVSHFLȴFDOO\IRUXVHZLWKWKH6XQ3RZHU(TXLQR[®V\VWHPWKHRQO\IXOO\ LQWHJUDWHGVRODUVROXWLRQGHVLJQHGHQJLQHHUHGDQGZDUUDQWHGE\RQHFRPSDQ\ Highest Power AC Density Available. 7KHSDWHQWHGVROLGFRSSHUIRXQGDWLRQ0D[HRQ*HQFHOOLVRYHU ODUJHUWKDQSULRUJHQHUDWLRQVGHOLYHULQJWKHKLJKHVWHɝFLHQF\ $&VRODUSDQHODYDLODEOH1 Highest Lifetime Energy and Savings 'HVLJQHGWRGHOLYHUPRUHHQHUJ\RYHU\HDUVLQ UHDOZRUOGFRQGLWLRQVOLNHSDUWLDOVKDGHDQGKLJKWHPSHUDWXUHV Best Reliability, Best Warranty :LWKPRUHWKDQPLOOLRQDQG*:PRGXOHVGHSOR\HGDURXQG WKHZRUOG6XQ3RZHUWHFKQRORJ\LVSURYHQWRODVW7KDWȇVZK\ZH VWDQGEHKLQGRXUPRGXOHDQGPLFURLQYHUWHUZLWKWKHLQGXVWU\ȇV EHVW\HDU&RPELQHG3RZHUDQG3URGXFW:DUUDQW\ Datasheet 5 0 1 0 15 20 25 150% 140% 130% 120% 110% 100% 90% 80% 70% 60%25 - y e a r E n e r g y Y i e l d p e r W a t t Years of Operation Up to 60% More Lifetime Energy Conventional Panel M-Series Part of the SunPower Equinox® Solar System •&RPSDWLEOHZLWK P\6XQ3RZHU70PRQLWRULQJ •6HDPOHVVDHVWKHWLFV Factory-integrated Microinverter •+LJKHVWSRZHULQWHJUDWHG $&PRGXOHLQVRODU •(QJLQHHUHGDQGFDOLEUDWHG E\6XQ3RZHUIRU6XQ3RZHU $&PRGXOHV L Q > P P @ L Q > P P @ 5% larger 1-800-SUNPOWER | sunpower.com M-Series: M440 | M435 | M430 | M425 | M420 6XQ3RZHU®5HVLGHQWLDO$&0RGXOH %DVHGRQGDWDVKHHWUHYLHZRIZHEVLWHVRIWRSPDQXIDFWXUHUVSHU:RRG0DFNHQ]LH8639/HDGHUERDUG4 0D[HRQ:HɝFLHQWFRPSDUHGWRD&RQYHQWLRQDO3DQHORQVDPHVL]HGDUUD\V:HɝFLHQW DSSUR[PtPRUHHQHUJ\SHUZDWWEDVHGRQ396\VWSDQȴOHVIRUDYJ86FOLPDWH\UVORZHU GHJUDGDWLRQUDWH-RUGDQHWDOȊ5REXVW39'HJUDGDWLRQ0HWKRGRORJ\DQG$SSOLFDWLRQȋ396& 9ROWDJHUDQJHFDQEHH[WHQGHGEH\RQGQRPLQDOLIUHTXLUHGE\WKHXWLOLW\ /LPLWVPD\YDU\5HIHUWRORFDOUHTXLUHPHQWVWRGHȴQHWKHQXPEHURIPLFURLQYHUWHUVSHUEUDQFKLQ\RXUDUHD )DFWRU\VHWWRΖ(((DGHIDXOWVHWWLQJV&$5XOHGHIDXOWVHWWLQJVSURȴOHVHWGXULQJFRPPLVVLRQLQJ 6WDQGDUG7HVW&RQGLWLRQV:PtLUUDGLDQFH$0r&$OO'&YROWDJHLVIXOO\FRQWDLQHGZLWKLQWKHPRGXOH 8//LVWHGDV3956(DQGFRQIRUPVZLWK1(&DQG1(&DQG&5XOH5DSLG 6KXWGRZQRI396\VWHPVIRU$&DQG'&FRQGXFWRUVZKHQLQVWDOOHGDFFRUGLQJWRPDQXIDFWXUHUȇVLQVWUXFWLRQV 3OHDVHUHDGWKHVDIHW\DQGLQVWDOODWLRQLQVWUXFWLRQVIRUPRUHLQIRUPDWLRQUHJDUGLQJORDGUDWLQJVDQG PRXQWLQJFRQȴJXUDWLRQV 6HHZZZVXQSRZHUFRPFRPSDQ\IRUPRUHUHIHUHQFHLQIRUPDWLRQ 6SHFLȴFDWLRQVLQFOXGHGLQWKLVGDWDVKHHWDUHVXEMHFWWRFKDQJHZLWKRXWQRWLFH k6XQ3RZHU&RUSRUDWLRQ$OOULJKWVUHVHUYHG68132:(5WKH68132:(5ORJR(48Ζ12;DQG 0<68132:(5DUHWUDGHPDUNVRUUHJLVWHUHGWUDGHPDUNVRI6XQ3RZHU&RUSRUDWLRQLQWKH860$;(21LVD UHJLVWHUHGWUDGHPDUNRI0D[HRQ6RODU7HFKQRORJLHV/WG)RUPRUHLQIRUPDWLRQYLVLWZZZPD[HRQFRPOHJDO AC Electrical Data ΖQYHUWHU0RGHO7\SH+(QSKDVHΖ4+6#9$&#9$& 3HDN2XWSXW3RZHU9$ 0D[&RQWLQXRXV2XWSXW3RZHU9$ 1RP/Ȃ/9ROWDJH5DQJH9ȂȂ 0D[&RQWLQXRXV2XWSXW&XUUHQW$UPV 0D[8QLWVSHU$/Ȃ/%UDQFK&LUFXLW &(&:HLJKWHG(ɝFLHQF\ 1RP)UHTXHQF\+] ([WHQGHG)UHTXHQF\5DQJH Ȃ+] $&6KRUW&LUFXLW)DXOW&XUUHQW2YHU&\FOHV $UPV 2YHUYROWDJH&ODVV$&3RUW ΖΖΖ $&3RUW%DFNIHHG&XUUHQW P$ 3RZHU)DFWRU6HWWLQJ 3RZHU)DFWRUDGMXVWDEOHLQGXFWLYHFDSDFLWLYH DC Power Data 6350 +$& 6350 +$& 6350 +$& 6350 +$& 6350 +$& 1RP3RZHU3QRP: 3RZHU7ROHUDQFH ȫ 0RGXOH(ɝFLHQF\ 7HPS&RHI3RZHUȫr& 6KDGH7ROHUDQFH ΖQWHJUDWHGPRGXOHOHYHOPD[SRZHUSRLQWWUDFNLQJ Tested Operating Conditions 2SHUDWLQJ7HPSr)WRr)r&WRr& 0D[$PELHQW7HPSr)r& 0D[7HVW/RDG:LQGSVI3DNJPtEDFN 6QRZSVI3DNJPtIURQW 0D['HVLJQ/RDG :LQGSVI3DNJPtEDFN 6QRZSVI3DNJPtIURQW ΖPSDFW5HVLVWDQFH LQFKPPGLDPHWHUKDLODWPSKPV Mechanical Data 6RODU&HOOV 0D[HRQ*HQ )URQW*ODVV +LJKWUDQVPLVVLRQWHPSHUHGJODVVZLWKDQWLUHȵHFWLYHFRDWLQJ (QYLURQPHQWDO5DWLQJ 2XWGRRUUDWHG )UDPH &ODVVEODFNDQRGL]HGKLJKHVW$$0$UDWLQJ :HLJKW OENJ 5HFRPPHQGHG0D[ 0RGXOH6SDFLQJ LQPP Warranties, Certiﬁcations, and Compliance :DUUDQWLHV ȏ\HDUOLPLWHGSRZHUZDUUDQW\ ȏ\HDUOLPLWHGSURGXFWZDUUDQW\ &HUWLȴFDWLRQV DQG &RPSOLDQFH ȏ8/Ζ((( ȏ8/$&0RGXOH7\SHȴUHUDWHG ȏ8/ ȏ8/Ζ(& ȏ)&&3DUW&ODVV% ȏΖ&(6&ODVV% ȏ&$1&6$&12 ȏ&$5XOH8/6$5 LQFOXGHV9ROW9DUDQG5HDFWLYH3RZHU3ULRULW\ ȏ8//LVWHG395DSLG6KXWGRZQ(TXLSPHQW (QDEOHVLQVWDOODWLRQLQDFFRUGDQFHZLWK ȏ1(&$&PRGXOH ȏ1(&5DSLG6KXWGRZQLQVLGHDQGRXWVLGHWKH DUUD\ ȏ1(&$&&RQQHFWRUV$Ȃ( :KHQXVHGZLWK$&PRGXOH4&DEOHVDQGDFFHVVRULHV 8/DQG8/ ȏ5DWHGIRUORDGEUHDNGLVFRQQHFW :KHQXVHGZLWKΖQYLVL0RXQWUDFNLQJDQGΖQYLVL0RXQW DFFHVVRULHV8/ ȏ0RGXOHJURXQGLQJDQGERQGLQJWKURXJKΖQYLVL0RXQW ȏ&ODVV$ȴUHUDWHG 3Ζ'7HVW 9Ζ(& Packaging Conﬁguration 0RGXOHVSHUSDOOHW 3DFNDJLQJER[GLPHQVLRQV PP 3DOOHWJURVVZHLJKW OENJ 3DOOHWVSHUFRQWDLQHU 1HWZHLJKWSHUFRQWDLQHU OENJ 1-800-SUNPOWER | sunpower.com 5HY' $SULO 3OHDVHUHDGWKHVDIHW\DQGLQVWDOODWLRQLQVWUXFWLRQVIRUGHWDLOV 1314 S Shawnee Dr09/05/23 Page 1 of 2 Date: February 17, 2023 Pat Cruz SUNPOWER CORP 51 Rio Robles San Jose, CA, 95134, US pat.cruz@sunpowercorp.com Subject: AC Modules Compliance to UL 1741 SUPPLEMENT SB GRID SUPPORT UTILITY-INTERACTIVE INVERTERS AND CONVERTERS BASED UPON IEEE 1547-2018 and IEEE 1547.1-2020 Reference: SunPower Corp. UL File E478330 AC Modules Dear Pat Cruz, An AC Module is a combination of PV Module with an Integrated Inverter. The compliance of this combination to UL Supplement SB is relevant strictly to the Inverters grid interconnection performance certification under UL 1741 and its installed firmware during the Inverter evaluation to SB. The following list of AC Modules have been investigated by UL in accordance with UL 1741. In addition, a list of Inverters used in these AC Modules are additionally certified to the grid support interconnection requirements under UL1741 including Supplement SB. We have provided a web link to the specific grid interconnection certification page on our UL product iQ certification database where the SB compliance can be verified for the inverter in the AC Modules. AC Module Models: SPR-WWW-XXX-YYY-Z-AC where WWW is E19, E20, X20, X21, X22, where XXX is the wattage rating of the PV Module used as a component and is between 320 and 370 in 1W increments, where YYY is BLK or blank, and where Z is E G, H, L or E6 to identify the Microinverter being used. SPR-AXXX-YYY-Z-AC where XXX is the wattage rating of the PV Module used as a component and is between 380 and 440 in 5W increments, where YYY is BLK or blank, and where Z is E G, H, L or E6 to identify the Microinverter being used. SPR-MAX5-XXX-YYY-Z-AC where XXX is the wattage rating of the PV Module used as a component and is between 380 and 440 in 5W increments, where YYY is BLK or blank, and where Z is E G, H, L or E6 to identify the Microinverter being used. SPR-MXXX-YYY-Z-AC where XXX is the wattage rating of the PV Module used as a component and is between 385 and 450 in 5W increments, where YYY is BLK or blank, and where Z is E G, H, L or E6 to identify the Microinverter being used. SPR-MAX6-XXX-YYY-Z-AC where XXX is the wattage rating of the PV Module used as a component and is between 385 and 450 in 5W increments, where YYY is BLK or blank, and where Z is E G, H, L or E6 to identify the Microinverter being used. Page 2 of 2 Inverters and Certifications for each AC Module Model Numbers Inverters UL Listed E341165 Enphase Energy Inc. - Static Inverters, Converters and Accessories for Use in Independent Power Systems E Inverter Enphase/SunPower Model IQ7XS-96-ACM-US Link to Inverter UL Product iQ: https://iq.ulprospector.com/en/profile?e=4862840 G Inverter Enphase/SunPower Model IQ7AS-66-ACM-US or IQ7A-66-ACM-US Link to Inverter UL Product iQ: https://iq.ulprospector.com/en/profile?e=4862901 H Inverter Enphase/SunPower Model IQ7HS-66-ACM-US Link to Inverter UL Product iQ: https://iq.ulprospector.com/en/profile?e=4862720 L - employs Enphase Inverter Model IQ7A-72-2-US Link to Inverter UL Product iQ: https://iq.ulprospector.com/en/profile?e=4862901 E6 - employs Enphase Inverter Model IQ7A-72-E-ACM-US Link to Inverter UL Product iQ: https://iq.ulprospector.com/en/profile?e=4862901 Reviewed by: Tim Zgonena Timothy P. Zgonena Principal Engineer (PrE) Very truly yours, Ben Baczenas Ben Baczenas Senior Project Engineer Ben.Baczenas@ul.com Any information and documentation involving UL Mark services are provided on behalf of UL LLC (UL) or any authorized licensee of UL 1314 S Shawnee Dr09/05/23 FLASHLOC is the ultimate attachment for composition shingle and rolled comp roofs. The all-in-one mount installs fast — no kneeling on hot roofs to install ﬂashing, no prying or cutting shingles, no pulling nails. Simply drive the lag bolt and inject sealant into the base. FLASHLOC’s patented TRIPLE SEAL technology preserves the roof and protects the penetration with a permanent pressure seal. Kitted with lag bolts, sealant, and hardware for maximum convenience. Don’t just divert water, LOC it out! PROTECT THE ROOF Install a high-strength waterproof attachment without lifting, prying or damaging shingles. FLASHLOC LOC OUT WATER With an outer shield 1 contour-conforming gasket 2 and pressurized sealant chamber 3 the Triple Seal technology delivers a 100% waterproof connection. Cut Away View HIGH-SPEED INSTALL Simply drive lag bolt and inject sealant into the port 4 to create a permanent pressure seal. Cut Away View FASTER INSTALLATION. 25-YEAR WARRANTY. FOR QUESTIONS OR CUSTOMER SERVICE VISIT UNIRAC.COM OR CALL (505) 248-2702 3 2 4 1 TESTED TO TAS-100 WIND DRIVEN RAIN TEST AND UL441 RAIN TEST JUNE2021_FLASHLOCCOMP_V2 FASTER INSTALLATION. 25-YEAR WARRANTY. FOR QUESTIONS OR CUSTOMER SERVICE VISIT UNIRAC.COM OR CALL (505) 248-2702 FLASHLOC INSTALLATION GUIDE PRE-INSTALL Snap chalk lines for attachment rows. On shingle roofs, snap lines 1-3/4” below upslope edge of shingle course. Locate rafters and mark attachment locations. At each location, drill a 7/32” pilot hole. Clean roof surface of dirt, debris, snow, and ice. Next, BACKFILL ALL PILOT HOLES WITH SEALANT. NOTE: Space mounts per racking system install speciﬁcations. STEP 1: SECURE Place FLASHLOC over pilot hole with lag on down-slope side. Align indicator marks on sides of mount with chalk line. Pass included lag bolt and sealing washer through FLASHLOC into pilot hole. Drive lag bolt until mount is held ﬁrmly in place. NOTE: The EPDM in the sealing washer will expand beyond the edge of the metal washer when proper torque is applied. STEP 2: SEAL Insert tip of UNIRAC provided sealant into port. Inject until sealant exits both vents. Follow sealant manufacturer’s instructions. Follow sealant manufacturer’s cold weather application guidelines, if applicable. Continue array installation, attaching rails to mounts with provided T-bolts. NOTE: When FLASHLOC is installed over gap between shingle tabs or vertical joints, ﬁll gap/joint with sealant between mount and upslope edge of shingle course. USE ONLY UNIRAC APPROVED SEALANTS: Chemlink Duralink 50, Chemlink M-1, Geocel 4500, or Geocel S-4 SEALANT GAP 1.75" 1314 S Shawnee Dr09/05/23 LEGAL NOTICE DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL PRODUCT PROTECTED BY ONE OR MORE US PATENTS SOLARMOUNT PART DRAWING 4/28/2020 FLASHLOC COMP KIT REVISION DATE: DRAWING TYPE: DESCRIPTION: FL - A 0 1 PRODUCT LINE: 1411 BROADWAY BLVD. NE ALBUQUERQUE, NM 87102 USA PHONE: 505.242.6411 WWW.UNIRAC.COM SHEET PART TABLE P/N DESCRIPTION 004085M FLASHLOC COMP KIT MILL, 20 PACK 004085D FLASHLOC COMP KIT DARK, 20 PACK 67 8" 312 " 33 4" 214 " 5/16" x 4" SS LAG BOLT W/ SS EPDM BONDED WASHER FLASHLOC BASE MILL OR DARK SS SERRATED T-BOLT SS SERRATED FLANGE NUT 1314 S Shawnee Dr09/05/23 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 consistent, even module spacing UL 2703 Listed integrated grounding Flexible Design Addresses sloped and low-sloped residential roofs ȏ 'HVLJQLQODQGVFDSHDQGSRUWUDLWZLWKXSWRɒ rail span Pre-drilled rails and rail splice Rails enable easy obstacle management Customer-Preferred Aesthetics Best-in-class system aesthetics Black anodized components ȏ /RZSURȴOHPLGFODPSVDQGFDSSHGȵXVK end clamps Part of Superior System Best-in-class system reliability and aesthetics Optional URRIWRSWUDQVLWLRQȵDVKLQJUDLO mounted J-box, and wire management rail clips Combine with SunPower modules and mySunPower® monitoring app 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 &ODVVLFΖQYLVL0RXQWLVVSHFLȴFDOO\HQYLVLRQHGDQGHQJLQHHUHG to pair with SunPower modules; Universal InvisiMount is compatible with a wide range of modules. The resulting V\VWHPOHYHODSSURDFKDPSOLȴHVWKHLQVWDOODWLRQDQG DHVWKHWLFEHQHȴWVȃIRUKRPHRZQHUVDQGIRULQVWDOOHUV sunpower.com Datasheet SunPower® InvisiMount | Residential Mounting System InvisiMount Component Details Classic mid clamp Black oxide stainless steel 300 series 63 g (2.2 oz) Universal mid clamp Black anodized aluminum 6000 series 60 g (2.1 oz) Classic end clamp Black anodized aluminum 6000 series 110 g (3.88 oz) Universal end clamp Black anodized aluminum 6000 series 103 g (3.63 oz) Rail Black anodized aluminum 6000 series 830 g/m (9 oz/ft) Rail splice Aluminum alloy 6000 series 830 g/m (9 oz/ft) Rail bolt M10-1.5 × 25 mm; custom T-head SS304 18 g (0.63 oz) Rail nut M10-1.5; DIN 6923 SS304 nominal Ground lug assembly SS304; A2-70 bolt; tin-plated copper lug 106.5 g (3.75 oz) Row-to-row grounding clip SS 301 with SS 304 M6 bolts 75 g (2.6 oz) Row-to-row grounding jumper Stainless steel 300 series 10 g (0.35 oz) Row-to-row spacer Black POM-grade plastic 5 g (0.18 oz) Roof Attachment BOM InvisiMount Comp Shingle Attachment with Pegasus InvisiMount Flat Tile Replacement Attachment with Pegasus InvisiMount S-Tile Replacement Attachment with Pegasus InvisiMount W-Tile Replacement Attachment with Pegasus InvisiMount Operating Conditions Temperature ȫr&WRr&ȫr)WRr) Roof Attachment Hardware Warranties Refer to roof attachment hardware manufacturers documentation. ΖQYLVL0RXQW:DUUDQWLHV$QG&HUWLȴFDWLRQV Warranties 25-year product warranty \HDUȴQLVKZDUUDQW\ &HUWLȴFDWLRQV UL 2703 Listed Class A Fire Rated Professional Engineer (PE) must then stamp all calculations. If you have any questions please contact SunPower Technical Support at 1-855-977-7867. © 2022 SunPower Corporation. All Rights Reserved. SUNPOWER, the SUNPOWER logo, EQUINOX, and INVISIMOUNT are trademarks or registered trademarks of SunPower Corporation. $OORWKHUWUDGHPDUNVDUHWKHSURSHUW\RIWKHLUUHVSHFWLYHRZQHUV6SHFLȴFDWLRQVLQFOXGHGLQWKLVGDWDVKHHWDUHVXEMHFWWRFKDQJHZLWKRXWQRWLFH InvisiMount Components Mid Clamp End Clamp Rail and Rail SpliceGround Lug Assembly sunpower.com 509506 RevG ¹ With Classic InvisiMount, a module frame that is compatible with the InvisiMount system is required for hardware interoperability; modules without this frame may be used with Universal InvisiMount. ² SunPower recommends that all Equinox, InvisiMount, and AC module systems always be designed using the InvisiMount Span Tables #524734. If a designer decides to instead use the component capacities listed in this document to design a system, note that the capacities shown are Load and Resistance Factor Design (LRFD) design loads, and are NOT to be used for Allowable Stress Design (ASD) calculations; and that a licensed InvisiMount Component LRFD Capacities² Classic Mid clamp Uplift 664 lbf Shear 540 lbf Universal Mid clamp Uplift 962 lb Shear 437 lb Classic End clamp Uplift 899 lbf Shear 220 lbf Universal End clamp Uplift 605 lb Shear 242 lb Rail Moment: upward 548 lbf-ft Moment: downward 580 lbf-ft Rail splice Moment: upward 548 lbf-ft Moment: downward 580 lbf-ft L-foot Uplift 1000 lbf Shear 390 lbf Datasheet Row-to-Row Spacer Row-to-Row Grounding Clip Universal End ClampRow-to-row Grounding Jumper (DynoBond) Universal Mid Clamp Rail and Rail SpliceGround Lug Assembly Universal InvisiMount Classic InvisiMount 1314 S Shawnee Dr09/05/23 Improve Support, Reduce Costs An intuitive monitoring website enables you to: See a visual map of customer sites Remotely manage hundreds of sites Remotely diagnose and troubleshoot system issues Drill down for the status of individual devices Add Value for Customers With mySunPower monitoring customers can: Track their energy production by day, month, year and in GL΍HUHQWZHDWKHUFRQGLWLRQV See their energy use and estimated bill savings Maximize their savings with automatic system alerts and tips Customize storage settings and easily monitor and track available battery power Receive elective system reports SunPower® Monitoring Plug-and-Play Installation This complete solution for residential monitoring and control includes the SunPower® PV Supervisor (PVS) which improves the installation process, overall system reliability, and customer experience: Compact footprint for improved aesthetics Robust cloud connectivity and comprehensive local connectivity )OH[LEOHFRQȴJXUDWLRQRIGHYLFHVGXULQJLQVWDOODWLRQ Consumption metering Revenue-quality production metering Web-based commissioning Remote diagnostics of PVS and inverters Durable UL Type 3R enclosure helps reduce maintenance costs Easy integration with SunPower eBOS Robust Cloud Connectivity Multiple options to maintain optimal connectivity: Hardwired Ethernet WiFi Cellular backup sunpower.com SunPower® Monitoring | Residential SunPower PV Supervisor Operating Conditions Temperature ȫr)WRr)ȫr&WRr& Humidity (max.) 95%, non-condensing :DUUDQW\DQG&HUWLȴFDWLRQV Warranty \HDU/LPLWHG:DUUDQW\ &HUWLȴFDWLRQV 8/F8/&(8/DQG)&&3DUW (Class B) Mechanical Weight OENJ Dimensions LQFP Enclosure rating 8/(7\SH5 Site Requirements Number of modules supported per PVS 6XQ3RZHU$&PRGXOHV Internet access High-speed internet access via accessible router or switch Power Ȃ9$&/Ȃ1RU+] 9$&/Ȃ/LQSKDVH+] Communication RS-485 Supports string inverters, external meters, and other auxiliary devices Integrated metering One channel of revenue-quality production metering Two channels of consumption metering Ethernet /$1RURSWLRQDO:$1SRUW PLC Supports SunPower AC modules WiFi EJQ*+]DQG*+] Cellular /7(&DW0*8076 ZigBee Ζ(((0$&*+]Ζ60EDQG Data storage GD\V Upgrades $XWRPDWLFȴUPZDUHXSJUDGHV Web and Mobile Device Support Customer site mysunpower.com Partner site monitor.sunpower.com Browsers Firefox, Safari, and Chrome Mobile devices iPhone®, iPad®, and Android Customer app 1 Create account online at mysunpower.com 2 On a mobile device, download the SunPower Monitoring app from Apple App 6WRUHRU*RRJOH3OD\Ƞ6WRUH 3 Sign in using account email and password SunPower® AC ModulesPVS SunPower® Pro Fleet Management for Installers mySunPowerTM for Homeownes k6XQ3RZHU&RUSRUDWLRQ$OO5LJKWV5HVHUYHG68132:(5WKH68132:(5ORJRDQG 0<68132:(5DUHWUDGHPDUNVRUUHJLVWHUHGWUDGHPDUNVRI6XQ3RZHU&RUSRUDWLRQLQWKH U.S. and other countries as well. All other logos and trademarks are the properties of their respective owners. 5HY' 1314 S Shawnee Dr09/05/23 Equinox Junction Boxes SunPower® Equinox Accessories SPECIFICATIONS Model RMJ v2 Comp Shingle Transition J-Box Kit Part Number 530167 530168 Max. Voltage Rating 600 V (AC or DC) Ambient Temp. Range í35°C to 75°C (í31°F to 167°F) Enclosure Material Flame-retardant, UV-resistant, high-impact resistant resin Attachment/Flashing Material 304 stainless steel Steel w/zinc-aluminum coating Cavity Dimensions 150 ×150 ×62 mm (5.91 ×5.91 ×2.13) Enclosure Volume 1150 cc (70 in3) Attachment/Flashing Finish Black oxide Black powder coat Compatibility InvisiMount rail Comp shingle roofs Assembled Weight 0.78 kg (1.7 lb)1.27 kg (2.8 lb) Certifications & Ratings Watertight, UL Type 4 UL 94 5VA UL 1741 UL 2703 (with InvisiMount) Watertight, UL Type 4 UL 94 5VA UL 1741 Additional Hardware Included 3/4Ǝcord grip Lay-in lug 3/4Ǝ cord grip #12 screws with EPDM washer Composition Shingle Roof Transition Junction Box Datasheet InvisiMount Rail-Mounted Junction Box (RMJ) v2 70% larger than original InvisiMount J-box. Integrated grounding to InvisiMount rail, replacing grounding lug assembly. Snap-on attachment for fast and secure installation. Enables transitioning conductors directly through the roof. Integrated flashing for peace of mind. Compatible with composition shingle roofs. COMPONENT DIMENSIONS J- B o x E n c l o s u r e (u s e d i n b o t h R M J a n d T r a n s i t i o n J - b o x ) Fl a s h i n g (u s e d o n l y w i t h T r a n s i t i o n J - B o x ) Equinox Junction Boxes SunPower®Equinox Accessories Datasheet 539382 RevA 1314 S Shawnee Dr09/05/23 February 10, 2023 SunPower 77 Rio Robles San Jose, CA 95134 TEL: (408) 514-4063 Attn: Sunpower Engineering Department Re: Engineering Certification for the SunPower Corporation Invisimount Mounting System Span Tables and Design Methodology PZSE, Inc.-Structural Engineers has reviewed the SunPower Invisimount Mounting System Span Tables Revision F published September 21, 2021 and Revision G published August 25, 2022 and their design methodology. This certification covers the module clamp, rail analysis, and attachment Tile hook/L bracket components. All information, data and analysis contained within are based on, and comply with, the following building codes and typical specifications: Building Codes: 1. Minimum Design Loads for Buildings and other Structures, ASCE/SEI 7-16 2. 2022 California Building Code, by California Building Standard Commission 3. 2022 California Residential Code, by California Building Standard Commission 4. 2021 International Building Code, by International Code Council, Inc 5. 2015 Aluminum Design Manual, by The Aluminum Association 6. CPP Wind Tunnel report number 9790, dated 16 February 2017. 7. SEAOC PV-2, 2017 8. 2018 NDS, by the American Wood Council 9. UL 2703 Testing report for PV solar panels. 10. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Panels, November 1, 2012 by ICC-ES Component and Cladding Roof Zones: The Components and Cladding Roof Zones shall be determined based on ASCE 7 Chapter 30, and CPP Wind Tunnel test number 9790, dated 16 February 2017. Notes: 1) Racking system and panels shall be installed per manufacturers specifications. 2) Design assumptions are specified in the Inputs pages of attached span tables. 3) Attachment design is based on 5/16 Dia. Lag Screw with 2.5 Embedment into SPF#2 or equivalent per NDS. Designer shall be responsible for verifying project specific site conditions. 4) Wind speeds are LRFD values. 5) Attachment spacing(s) apply to seismic design category E or less. 1314 S Dr09/05/23 Design Responsibility: These tables are intended to be used under the responsible charge of a registered design professional where required by the authority having jurisdiction. In all cases, these tables should be used under the direction of a design professional with sufficient structural engineering knowledge and experience to be able to: Evaluate whether these tables are applicable to the project, and Understand and determine the appropriate values for all input parameters of these tables. This letter certifies that the loading criteria and design basis SunPower Invisimount Mounting System Span Tables are in compliance with the Codes above. This certification excludes the capacity check of the building structure to support the loads imposed on the building by the array, such as bending strength of roof rafters spanning between supports. This requires additional knowledge of the building and is outside the scope of the design tool and our review. If you have any questions on the above, do not hesitate to call. Prepared By: PZSE, Inc. - Structural Engineers Roseville, CA REENI IGER LARUTCURTS AINROFILACFOETATS GNELANOISSEFORPDERETSEHCAZHT ENEKL N AP Exp. 3-31-25 No. S3878 R U DIGITALLY SIGNED 1314 S Dr09/05/23 SUNPOWER CORPORATION Document #524734 Rev F SPAN TABLES, INVISIMOUNT Template FILE-074910, Ed. 1 SPAN TABLES, INVISIMOUNT VOLUME 12: SUNPOWER A/M SERIES MODULE WITH COMPOSITE SHINGLE - MOUNTING ROOF ATTACHMENT ASCE 7-16 VERSION Item Number: 524734 9-21-21 EEthan Ely REVISION HISTORY REV. DCR# DESCRIPTION DATE AUTHOR A DCO-008990 x Initial Release 4-10-17 P. Todd B DCO-010454 x Exposure D added.10-10-17 G. Rossi C DCO-010454 x A-Series Modules Added. x Color coding of Span Tales Added. 6-11-19 E. Ely D DCR-003763 x CA Only x ASCE 7-16 Update 2-20-20 J. Mansell E DCR-003794 x Module Pressure Capacities Increased x Expanded for all States 4-27-20 J. Mansell F DCR-003922 x M-series module added 9-21-21 E. Ely Instructions: 1. Tables in this document have been generated from the Excel tool, item #524735 2. See the Engineering Certification Letter for Professional Engineer stamp. 3. Delete this first page when printing. 4. The Span Tables are split among several volumes due to the various combinations of Modules + Attachments + Applicable Codes. 1314 S Dr09/05/23 SUNPOWER CORPORATION Document #524734 Rev F SPAN TABLES, INVISIMOUNT Template FILE-074910, Ed. 1 List of Volumes Standard Volumes 1. E/X Series Module + Composite Shingle Attachment w/ ASCE 7-10 2. E/X Series Module + Composite Shingle Attachment w/ ASCE 7-16 3. E/X Series Module + Tile Attachment w/ ASCE 7-10 4. E/X Series Module + Tile Attachment w/ ASCE 7-16 5. A/M Series Module + Composite Shingle Attachment w/ ASCE 7-10 6. A/M Series Module + Composite Shingle Attachment w/ ASCE 7-16 7. A/M Series Module + Tile Attachment w/ ASCE 7-10 8. A/M Series Module + Tile Attachment w/ ASCE 7-16 High Loading Volumes 9. High Wind Speeds: E/X Series Module + Composite Shingle Attachment w/ ASCE 7-10 10. High Wind Speeds: E/X Series Module + Composite Shingle Attachment w/ ASCE 7-16 11. High Wind Speeds: A/M Series Module + Composite Shingle Attachment w/ ASCE 7-10 12. High Wind Speeds: A/M Series Module + Composite Shingle Attachment w/ ASCE 7-16 13. High Snow Loads: E/X Series Module + Composite Shingle Attachment w/ ASCE 7-10 14. High Snow Loads: E/X Series Module + Composite Shingle Attachment w/ ASCE 7-16 15. High Snow Loads: A/M Series Module + Composite Shingle Attachment w/ ASCE 7-10 16. High Snow Loads: A/M Series Module + Composite Shingle Attachment w/ ASCE 7-16 17. High Wind Speeds: E/X Series Module + Tile Attachment w/ ASCE 7-16 1. High Wind Speeds: A/M Series Module + Tile Attachment w/ ASCE 7-16 1314 S Dr09/05/23 Document #524734 Rev F, Vol. 12 1 SunPower Proprietary InvisiMount Span Tables Engineering Summary Letter VVolume: 16 ASCE 7 Version: 7-16 Module Type: A-Series / M-Series (66-cell) Roof Attachment: Composite Shingle High Wind: Yes High Snow: No The Span Tables are divided into two Parts: x Part 1: Simplified Tables (Wind Tunnel Loads) x Part 2: General Tables (ASCE 7 Analytical Method) Part 1 features spans based on forces on the InvisiMount system using exposure coefficients, GCp, provided by a Wind Tunnel Test Report by Cermak, Petrka, & Petersen (CPP). These values provide a more accurate and economical solution but apply to less configurations. It is recommended to use these values whenever possible, and when not, to use the spans provided in Part 2. Approved Attachments: The following span tables are adequate for the following roof attachments: x SunPower InvisiMount L-Foot attachment x Pegasus Composite Shingle Roof Attachment o And roof attachments with the following Load and Resistance Factor Design (LRFD) capacities: Tension 1000lb Compression 1000lb Shear 390lb x Pegasus Tile Roof Attachments, Generation 1 & 2 o And roof attachments with the following Load and Resistance Factor Design (LRFD) capacities: Tension 675lb Compression 1000lb Shear 300lb Scope: x Module orientations: Portrait & Landscape x Gable and Hip roofs only with modules not in the overhang sections of the roof x Roof heights o 30ft (Part 1 only) o 20-60ft (Part 2 only) x Roof Slope o 4:12 to 8:12 (Part 1 only) o 2:12 to 12:12 (Part 2 only) x Exposures Categories B, C, D x Basic Wind Speeds: o ASCE 7-10: 110-140mph High Wind: 145-180mph o ASCE 7-16: 90-130mph High Wind: 135-180mph x Ground Snow Loads: o 0-60psf (10psf increments) o High Snow Volumes: 80-200psf (20psf increments) o High Wind Volumes: 0psf 1314 S Dr09/05/23 Document #524734 Rev F, Vol. 12 2 SunPower Proprietary Inputs (ASCE 7-16): 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: x International Building Code (IBC 2018) x International Residential Code (IRC 2018) x Minimum Design Loads for Buildings and Other Structures (ASCE 7-16) x Aluminum Design Manual (ADM1), 2015 x National Design Specification (NDS) for Wood Construction, 2018 The International Building Code is either adopted fully or mostly by each state. The accompanying Engineering Certification Letter lists the building code for the state which this project. Loads on the system were calculated in accordance with ASCE 7-16, using the following parameters: x Risk Category II x Dead Load: System weight (including PV modules and rails) = 2.54 psf x Roof Live Load: 0psf No live load acts on top of the PV modules x Roof Snow Load Data: o Ground snow load, pg, as indicated in the tables (Fig. 7-1) o Thermal factor, Ct = 1.2, unheated and open-air structures (Table 7.3-2) o Exposure factor, Ce = 0.9, fully exposed (Table 7.3-1) o Slope factor, Cs, varies with slope and assumes the array is an unobstructed slippery surface where snow is free to slide off the array (Figure 7.4-1) x Wind Design Data (Designed per Chapter 30, Components & Cladding): o With modifications to GCp values per SEAOC PV2-2017 o Basic Design Wind speed, V, and exposure category as indicated in the tables (Figure 26.5-1B) o Roof height and slope as indicated in the tables (§26.2) o Topographic factor, Kzt = 1.0 (Table 26.6-1) o Directionality factor, Kd = 0.85 (Table 26.6-1) o Velocity Coefficient, Kh = 0.70 (Table 26.10-1) o Velocity Pressure Exposure Coefficient, Ke=1 (Table 26.9.1) o Pressure coefficients, GCp, per either wind tunnel testing or Chapter 30 (see notes below tables) x Earthquake Design Data (Designed per Chapter 13: Non-structural Components) o Seismic Design Category E, Soil Site Class D assumed o Mapped MCE Short Period, 0.2sec, Ss = 3.73g, maximum in the United States (Fig. 22-1) o Mapped MCE Short Period, 1sec, S1 = 1.39g (Fig. 22-2) o Importance Factor, Ip = 1.0 (§13.1.3) o Amplification Factor, ap=1.0 (Table 13.6-1) o Response Factor, Rp=1.5 (Table 13.6-1) x Load combinations per IBC §1605, using Load and Resistance Factor Design (LRFD) 1314 S Dr09/05/23 Document #524734 Rev F, Vol. 12 3 SunPower Proprietary MMethodology: The maximum allowable spans shown in the tables are based on a combination of dead, wind, seismic, and snow loads calculated from the inputs above and combined using LRFD combinations. The maximum forces are then compared to the minimum capacities determined in the following ways: x Rail bending and shear: ADM1 LRFD checks x Rail to roof attachment: SunPower Test Reports of the rail bolt between the rail and the roof attachment. x Roof attachment: Manufacturer product information x Roof attachment to rafter: Lag screw withdrawal and shear per NDS x The reported maximum spacing is the greatest allowed spacing, rounded down to the nearest rafter spacing increment, for which the demand/capacity ratios are less than or equal to 1.0, assuming both 16 and 24 rafter spacings. x The tables are then color coded based on the module capacities listed in SunPowers module product information (see next page). x 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 x 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 1314 S Dr09/05/23 Document #524734 Rev F, Vol. 12 4 SunPower Proprietary MModule Mounting Locations (A-Series & M-Series): x Each cell in the tables below is color coded to indicate the areas on the module where clamps may be installed. The load capacity of the module is dependent on the clamp location, and the corresponding capacities have been cross-referenced with the calculated load demand. The definitions of the colors and their corresponding mounting locations are shown in the diagram and key below. All dimensions are in [inches]. Key Color Allowable Mounting Location Green ALL allowable Landscape + Portrait locations Orange ALL Portrait locations Blue ONLY Portrait locations within given dimensions above Figure 3 x The centerline of rails may never be installed outside of the shown allowable mounting locations. x The mounting location zones are symmetric across the centerlines shown in the diagram. x Only applicable to SunPower A-Series and M-Series 66-cell module. x Please contact SunPower for any further technical information which may be required. 1314 S Dr09/05/23 Document #524734 Rev F, Vol. 12 27 SunPower Proprietary InvisiMount Span Tables Part 2: General Tables (ASCE 7 Analytical Method) How to Use These Tables x Determine the snow load and roof height for the site and select the corresponding table. x Determine the wind speed and roof slope for the site. The value in the table, for this wind speed and roof slope, is the allowable span between attachment points, in inches. x See figure below for locations of zones 1, 2 and 3. Dimension a is 10% of the least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of the least horizontal dimension or 3 feet. 1314 S Dr09/05/23 Notes: x Tables are based on strength of the InvisiMount rail and approved roof attachment in the Engineering Summary Letter of this document, in conformance with IBC and referenced standards. x The color of a given cell indicates the area on the module where clamps may be installed. Green cells allow clamps to be installed in Portrait or Landscape orientations; Orange allows clamps to be installed only in Portrait; Blue allows clamps to be installed only in Portrait within the given dimensions from the edge. Refer to the key at the beginning of this document for more details. x Maximum allowable cantilever is equal to 1/3 of the allowable span. x Wind speeds are ultimate values in mph, as defined in ASCE 7. Wind pressure coefficients are derived from ASCE 7 Chapter 30. x User is responsible for verifying the strength of the roof. Document #524734 Rev F, Vol. 12 63 SunPower Proprietary Exposure C Ground Snow (psf) 0 Roof Height (ft) 20 INVISIMOUNT ALLOWABLE SPANS - ZONE 1 (IN) Slope → 9.46 ° 14.04 ° 18.43 ° 22.62 ° 26.57 ° 30.26 ° 33.69 ° 36.87 ° 39.81 ° 42.51 ° 45 ° Speed↓ 2:12 3:12 4:12 5:12 6:12 7:12 8:12 9:12 10:12 11:12 12:12 135 64 64 64 80 80 80 80 80 80 80 80 140 64 64 64 80 80 72 72 72 72 72 72 145 64 64 64 72 72 72 72 72 72 72 72 150 48 48 48 72 72 64 64 64 64 64 64 160 48 48 48 64 64 48 48 48 48 48 48 170 48 48 48 48 48 48 48 48 48 48 48 180 48 48 48 48 48 48 48 48 48 48 48 INVISIMOUNT ALLOWABLE SPANS - ZONE 2 (IN) Slope → 9.46 ° 14.04 ° 18.43 ° 22.62 ° 26.57 ° 30.26 ° 33.69 ° 36.87 ° 39.81 ° 42.51 ° 45 ° Speed↓ 2:12 3:12 4:12 5:12 6:12 7:12 8:12 9:12 10:12 11:12 12:12 135 48 48 48 48 48 72 72 72 72 72 64 140 48 48 48 48 48 64 64 64 64 64 48 145 48 48 48 48 48 64 64 64 64 48 48 150 0 0 0 48 48 48 48 48 48 48 48 160 0 0 0 48 48 48 48 48 48 48 48 170 0 0 0 0 0 48 48 48 48 48 0 180 0 0 0 0 0 48 48 48 48 0 0 INVISIMOUNT ALLOWABLE SPANS - ZONE 3 (IN) Slope → 9.46 ° 14.04 ° 18.43 ° 22.62 ° 26.57 ° 30.26 ° 33.69 ° 36.87 ° 39.81 ° 42.51 ° 45 ° Speed↓ 2:12 3:12 4:12 5:12 6:12 7:12 8:12 9:12 10:12 11:12 12:12 135 48 48 48 48 48 48 48 48 48 48 48 140 0 0 0 48 48 48 48 48 48 48 48 145 0 0 0 48 48 48 48 48 48 48 48 150 0 0 0 48 48 48 48 48 48 48 48 160 0 0 0 0 0 48 48 48 48 48 48 170 0 0 0 0 0 0 0 0 0 0 0 180 0 0 0 0 0 0 0 0 0 0 0 1314 S Dr09/05/23 NO NO 3THWN-2 EGC: THWN-2 1 NO #8 #10 EMT 3/4"C C (N) LOAD CENTER MIN., 120/240 V, M.L.O, NEMA-3R LOCATION: GND YES 7 20A, 2P 20A, 2P 20A, 2P EXTERIOR WALL 100A 15A, 2P ETHERNET CONNECTION TO DSL/CABLE MODEM CAT5e PVS6 (3) #14 THWN (1) #14 THWN EGC NONO EGC: Bare CU #6 BRANCH CIRCUIT FROM PV ARRAY TO JUNCTION BOX #12 2 A -- 1 B JUNCTION BOX, NEMA-4 THWN-2 EGC: THWN-2 1 6 B 3 #10 #10 EMT 3/4" #10 #10 #10 CONDUCTOR / CONDUIT SCHEDULE DESCRIPTION & CONDUCTOR TYPE CONDUCTOR SIZE (AWG)CONDUIT/CABLE TYPE CONDUIT SIZENUMBER OF CONDUCTORS 1 ROOFTOP ARRAY WIRING A DC AC Branch Circuit #1AC DC AC DC AC Branch Circuit #2 Branch Circuit #3 8 AC MODULES 5 AC MODULES 10 AC MODULES TAG H (E) UTILITY BIDIRECTIONAL METER #: 222013-331341 EXISTING GROUND NO MLO GROUNDED (INCLUDE GEC) UNGROUNDED9 INSTALLATION NOTES 1 CHECK BOX FOR WHETHER SYSTEM IS GROUNDED OR UNGROUNDED: FOR UNGROUNDED SYSTEMS: x DC OCPD DISCONNECT BOTH CONDUCTORS OF EACH SOURCE CIRCUIT. x UNGROUNDED CONDUCTORS MUST BE IDENTIFIED PER NEC 210.5(C). WHITE FINISHED CONDUCTORS ARE NOT PERMITTED. 2 3 4 5 6 7 8 9 10 DC / DC CONVERTERS NO SOURCE CIRCUIT JUNCTION BOX SUNVAULT ESS SUNVAULT BATTERY INVERTER SOLAR LOAD CENTER PV PRODUCTION METER SEPARATE AC DISCONNECT HEAT DETECTOR YES NO 11 13 BACK UP LOAD CENTER NON-BACK UP LOAD CENTER EV SUPPLY EQUIPMENT NO TAG DESCRIPTION 12 REMOTE POWER OFF SWITCH 14 HUB+ INCOMING SOURCE FEED , 120/240 V, 1 PH, 3 W *MSP MAX PV BREAKER (A): x 120% - = LOCATION: MANUF: GND TOP FED MCB (E) LOADS (E) LOADS (E) LOADS GND PV BREAKER: TO BE INSTALLED ON THE OPPOSITE SIDE OF THE MAIN OCPD OF THE BUSBAR 200A, 2P 70A 225A 50A, 2P EXTERIOR WALL _________ 225A 200A (N) MAIN SERVICE PANEL SUNPOWER AC MODULES INTERGRATED WITH MICROINVERTER 1 ACMSOLAR AC MODULE / BRANCH 1. DC CIRCUIT IS ISOLATED AND INSULATED FROM GROUND AND MEETS THE REQUIREMENT OF 2. SUNPOWER PROVIDED CABLES COMES WITH TWO (2) #12 AWG WIRE AND THIS IS BY DESIGN. NEUTRAL AND ADDITIONAL GROUND WIRE IS NOT REQUIRED FOR PROVIDED TRUNK AND EXTENSION CABLES. 3. SUNPOWER AC MODULES HAVE BEEN TESTED AND CERTIFIED TO UL 2703 FOR INTEGRATED GROUNDING AND HENCE A SEPARATE GROUND WIRE IS NOT REQUIRED WITHIN THE ARRAY. 4. USE ROW-TO-ROW GROUNDING CLIP PROVIDED TO GROUND ROWS OF MODULE. BOND SUB-ARRAYS BY RUNNING #6 AWG BARE CU WIRE AND GROUND LUGS AT A SINGLE POINT ON EACH SUB-ARRAY AND THEN TO THE JUNCTION BOX. REFER TO PVE-4 FOR ADDITIONAL DETAILS. 1. PROPER LISTING EXPECTED FOR CONDITIONS OF USE ON ALL LUGS, FITTINGS, CRIMPS, ETC. 2. ALL CONDUIT BEND RADII TO CONFORM TO THE NEC MINIMUM BEND RADII REQUIREMENTS. 3. MINIMUM CLEARANCE SHALL BE MAINTAINED PER NEC FOR ALL NEW EQUIPMENT TO BE INSTALLED. 4. EXISTING GROUNDING ELECTRODE SYSTEM MUST MEET NEC AND LOCAL UTILITY REQUIREMENTS. 5. COPPER CONDUCTORS SHALL BE USED UNLESS SPECIFIED. 6. TYPE NM (ROMEX) CONDUCTORS ARE ALLOWED FOR INTERNAL AND ATTIC RUNS AND SHALL BE INSTALLED MEETING NEC REQUIREMENTS. 7. IF MAIN SERVICE PANEL IS TO BE UPGRADED, IT WILL BE PERMITTED AND INSTALLED BY 3RD PARTY. 8. AC WIRING SHALL UPSIZE IF VOLTAGE DROP EXCEEDS 2%. 9. RUN CONDUCTORS IN EXISTING CONDUIT WHEN AVAILABLE PROVIDED IT HAS NO OTHER CONDUCTORS RUNNING THROUGH IT. 10. EQUIVALENT SPECIFICATION ON CABLES AND ELECTRICAL EQUIPMENT SPECIFIED ARE ACCEPTABLE. 11. AS DC POWER IS INTERNAL TO THE MODULE, GROUNDING ELECTRODE CONDUCTOR (GEC) FOR THE MODULE OR ARRAY IS NOT REQUIRED. AC MODULES NOTESELECTRICAL NOTES PV CERTIFICATIONS AND COMPLIANCE x UL 1741 / IEEE-1547 x UL 1741 AC MODULE (TYPE 2 FIRE RATED) x UL 62109-1 / IEC 62109-2 x UL LISTED PV RAPID SHUTDOWN EQUIPMENT ENABLES INSTALLATION IN ACCORDANCE WITH: x (AC MODULE) x RAPID SHUTDOWN (INSIDE AND OUTSIDE THE ARRAY) x AC CONNECTORS, SUNPOWER PROVIDED AC MODULES EXTENSION CABLE, LISTED AS AN ASSEMBLY MODEL: SPR-M-435-H-AC (240) | QTY: 23 MODEL: IQ7HS-66-ACM-US (240) | QTY: 23 NEC 690.41 NEC 690.6 NEC 690.12 NEC 690.15 NEC 690.33(A)-(D)(1) NO NO NO (N) SPD LAND (N) SURGE PROTECTION DEVICE (SPD) CONDUCTORS TO (N) BREAKER x CTS ARE COMPATIBLE WITH THIS INSTALLATION PROJECT 1 4 1 4 H A R B O U R W A Y S O U T H R I C H M O N D , C A 9 4 8 0 4 ( 5 1 0 ) 5 4 0 - 0 5 5 0 C O R P O R A T I O N , S Y S T E M S R E V I S I O N S SO L A R I N D I V I D U A L P E R M I T P A C K A G E GR I D - T I E D P H O T O V O L T A I C S Y S T E M REV DESCRIPTION DATE DB DRAWN BY: DATE DRAWN SCALE AL B I N O G O N Z A L E Z 13 1 4 S S H A W N E E D R SA N T A A N A , C A L I F O R N I A 9 2 7 0 4 RP-432118 10 . 0 0 5 k W 07-20-2023 R. Bose Soriano ROLAND BOSE SORIANO C A L I C E N S E C - 1 0 , B # 8 9 0 8 9 5 C A L I C E N S E C - 1 0 , B # 8 9 0 8 9 5 NTS EL E C T R I C A L S I N G L E - L I N E D I A G R A M & S P E C I F I C A T I O N S SHEET PVE-1 1314 S Shawnee Dr09/05/23 ELECTRICAL CALCULATIONS BRANCH 2 BRANCH 3BRANCH 1 NUMBER OF MODULES VOLTAGE RATED AC OUTPUT CURRENT: IOUT = MINIMUM WIRE AMPACITY: IMAX = IOUT x 1.25 CONDUCTOR DE-RATING MAXIMUM AMBIENT TEMPERATURE TEMPERATURE USED FOR AMPACITY DE-RATING TEMPERATURE DE-RATING COEFFICIENT FILL DE-RATING COEFFICIENT IWIREMIN = IOUT / TEMP_COEFF / FILL_COEFF WIRE SIZE AMPACITY CONDUCTOR SIZE CONDUCTOR SIZE ADJUSTED FOR VOLTAGE DROP OVERCURRENT PROTECTION MINIMUM OCPD = IOUT x 1.25 CALCULATED VOLTAGE DROP ONE WAY CIRCUIT LENGTH SUBPANEL1 TO GRID-TIE WIRING VOLTAGE SUM OF BRANCHES: IOUT_TOTAL = MINIMUM WIRE AMPACITY: IMAX = IOUT x 1.25 CONDUCTOR DE-RATING MAXIMUM AMBIENT TEMPERATURE TEMPERATURE USED FOR AMPACITY DE-RATING TEMPERATURE DE-RATING COEFFICIENT FILL DE-RATING COEFFICIENT IWIREMIN = IOUT / TEMP_COEFF / FILL_COEFF WIRE SIZE AMPACITY CONDUCTOR SIZE CONDUCTOR SIZE ADJUSTED FOR VOLTAGE DROP OVERCURRENT PROTECTION MINIMUM OCPD = IOUT x 1.25 VOLTAGE DROP ONE WAY CIRCUIT LENGTH ROOF JCT BOX TO SUBPANEL WIRING #10 8 240 V 12.8 A 16.00 A 34 °C 34 °C 0.96 0.8 16.67 A 40 A #10 #10 0.79% 20A, 2P 16.00 A #10 10 240 V 16 A 20.00 A 34 °C 34 °C 0.96 0.8 20.83 A 40 A #10 #10 0.99% 20A, 2P 20.00 A #10 5 240 V 8 A 10.00 A 34 °C 34 °C 0.96 0.8 10.42 A 40 A #10 #10 0.50% 20A, 2P 10.00 A 60 FT.60 FT.60 FT. 46.00 A 50A, 2P 0.12% #8 #8 55 A 38.33 A 1.00 0.96 34 °C 34 °C #8 5 FT. 46.00 A 36.8 A 240 V NOTE: DISTANCE ABOVE ROOF TO BOTTOM OF CONDUIT: >23mm (7/8") PROJECT 1 4 1 4 H A R B O U R W A Y S O U T H R I C H M O N D , C A 9 4 8 0 4 ( 5 1 0 ) 5 4 0 - 0 5 5 0 C O R P O R A T I O N , S Y S T E M S R E V I S I O N S SO L A R I N D I V I D U A L P E R M I T P A C K A G E GR I D - T I E D P H O T O V O L T A I C S Y S T E M REV DESCRIPTION DATE DB DRAWN BY: DATE DRAWN SCALE AL B I N O G O N Z A L E Z 13 1 4 S S H A W N E E D R SA N T A A N A , C A L I F O R N I A 9 2 7 0 4 RP-432118 10 . 0 0 5 k W 07-20-2023 R. Bose Soriano ROLAND BOSE SORIANO C A L I C E N S E C - 1 0 , B # 8 9 0 8 9 5 C A L I C E N S E C - 1 0 , B # 8 9 0 8 9 5 EL E C T R I C A L C A L C U L A T I O N NTS SHEET PVE-2 1314 S Shawnee Dr09/05/23 x ZW/^,hdKtE^t/d,&KZ ^K>ZWs^z^dD ^K>ZWs^z^dDYh/WW t/d,ZW/^,hdKtE dhZEZW/^,hdKtE ^t/d,dKd,ΗK&&Η WK^/d/KEdK^,hdKtE EZh^,K< ,Z/Ed,ZZz ^K>Z>dZ/ WsWE>^ SIGNAGE LOCATIONS: x SHALL BE LOCATED ON OR NO MORE THAN 1 M (3 FT) FROM THE SERVICE DISCONNECTING MEANS TO WHICH THE PV SYSTEMS ARE CONNECTED. DW^ sK>d^ W,KdKsK>d/WK/EdK& /EdZKEEd/KE WARNING: DUAL POWER SOURCE. SECOND SOURCE IS PHOTOVOLTAIC SYSTEM SIGNAGE LOCATIONS: x MAIN SERVICE PANEL x INDOOR / OUTDOOR SUBPANEL Dy/DhDZdKhdWhdhZZEd͗ Dy/DhDKWZd/E'sK>d'͗ 36.8 A 240 V 1. MATERIAL USED FOR THE SIGNAGE SHALL BE REFLECTIVE, WEATHER RESISTANT AND SUITABLE FOR THE ENVIRONMENT. 2. ALL SIGNAGE SHALL HAVE ALL CAPITAL LETTERS WITH MINIMUM 3 8" LETTER HEIGHT, WHITE ON RED BACKGROUND. 3. MAIN SERVICE DISCONNECT MARKING SHALL BE PLACED ADJACENT TO MAIN SERVICE DISCONNECT IN A LOCATION CLEARLY VISIBLE FROM THE LOCATION WHERE THE LEVER IS OPERATED. 4. MARKING IS REQUIRED ON ALL INTERIOR AND EXTERIOR DC CONDUIT, RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES, AND JUNCTION BOXES TO ALERT THE FIRE SERVICE TO AVOID CUTTING THEM. MARKINGS SHALL BE PLACED EVERY 10', AT TURNS AND ABOVE AND/OR BELOW PENETRATIONS, AND AT ALL DC COMBINER AND JUNCTION BOXES. 5. DO NOT USE SCREWS FOR SIGNAGE ATTACHMENT. USE ONLY APPROVED ADHESIVE. SIGNAGE NOTES ELECTRICAL DATA & SPECIFICATIONS Ws^K>ZZ<Z KEKdZ>Kdd,/^KsZhZZEds/ SIGNAGE LOCATIONS: x MAIN SERVICE PANEL x NEW INDOOR / OUTDOOR LOAD CENTER x INDOOR / OUTDOOR SUBPANEL NEC 705.12(B)(3)(2) PROJECT 1 4 1 4 H A R B O U R W A Y S O U T H R I C H M O N D , C A 9 4 8 0 4 ( 5 1 0 ) 5 4 0 - 0 5 5 0 C O R P O R A T I O N , S Y S T E M S R E V I S I O N S SO L A R I N D I V I D U A L P E R M I T P A C K A G E GR I D - T I E D P H O T O V O L T A I C S Y S T E M REV DESCRIPTION DATE DB DRAWN BY: DATE DRAWN SCALE AL B I N O G O N Z A L E Z 13 1 4 S S H A W N E E D R SA N T A A N A , C A L I F O R N I A 9 2 7 0 4 RP-432118 10 . 0 0 5 k W 07-20-2023 R. Bose Soriano ROLAND BOSE SORIANO C A L I C E N S E C - 1 0 , B # 8 9 0 8 9 5 C A L I C E N S E C - 1 0 , B # 8 9 0 8 9 5 EL E C T R I C A L D A T A & S P E C I F I C A T I O N S NTS SHEET PVE-3 1314 S Shawnee Dr09/05/23 PROJECT 1 4 1 4 H A R B O U R W A Y S O U T H R I C H M O N D , C A 9 4 8 0 4 ( 5 1 0 ) 5 4 0 - 0 5 5 0 C O R P O R A T I O N , S Y S T E M S R E V I S I O N S SO L A R I N D I V I D U A L P E R M I T P A C K A G E GR I D - T I E D P H O T O V O L T A I C S Y S T E M REV DESCRIPTION DATE DB DRAWN BY: DATE DRAWN SCALE 1 ELECTRICAL UPDATE 7/19/2023 RBS AL B I N O G O N Z A L E Z 13 14 S S H A W N E E D R SA N T A A N A , C A L I F O R N I A 9 2 7 0 4 RP-432118 10 . 0 0 5 k W 07-20-2023 R. Bose Soriano ROLAND BOSE SORIANO N-LC M FIGURE 1: SUNPOWER EQUINOX GROUNDING DETAILS NTS WKtZdKd,/^h/>/E'/^>^K ^hWW>/&ZKDd,&K>>Kt/E' ^KhZ^t/d,/^KEEd;^Ϳ >Kd^^,KtE͗ CAUTION: PHOTOVOLTAIC ARRAY ON ROOF SERVICE POINT & UTILITY METERING SOLAR LOAD CENTER FIGURE 2: PLACARD IDENTIFYING LOCATION OF DISCONNECTS AND POWER SOURCES PL A C A R D / S U N P O W E R E Q U I N O X GR O U N D I N G D E T A I L S 1314 S SHAWNEE DR 690.47(B) SHEET PVE-4 1314 S Shawnee Dr09/05/23 RO O F 1 ROOF 2 RO O F 3 N-LC M PROJECT 1 4 1 4 H A R B O U R W A Y S O U T H R I C H M O N D , C A 9 4 8 0 4 ( 5 1 0 ) 5 4 0 - 0 5 5 0 C O R P O R A T I O N , S Y S T E M S R E V I S I O N S SO L A R I N D I V I D U A L P E R M I T P A C K A G E GR I D - T I E D P H O T O V O L T A I C S Y S T E M REV DESCRIPTION DATE DB DRAWN BY: DATE DRAWN SCALE AL B I N O G O N Z A L E Z 13 1 4 S S H A W N E E D R SA N T A A N A , C A L I F O R N I A 9 2 7 0 4 RP-432118 10 . 0 0 5 k W 07-20-2023 R. Bose Soriano ROLAND BOSE SORIANO C A L I C E N S E C - 1 0 , B # 8 9 0 8 9 5 C A L I C E N S E C - 1 0 , B # 8 9 0 8 9 5 1 2 3ROOF AZIMUTH PITCH MODULE QTY. 6:12 283° 2 3:12 193° 5 4.5:12 103° 16 BR A N C H D I A G R A M NTS N PRINT NAME OF CREW LEAD ON SITE: _________________________________ CREW LEAD SIGNATURE: _________________________________ BRANCH VOLTAGES: 1. 2. 3. 4. 5. 6. SHEET PVE-5 1314 S Shawnee Dr09/05/23 N S S H A W N E E D R RO O F 1 ROOF 2 RO O F 3 36 " 36" 36 " 18" 18" 18" 18 " (E) GARAGE (E) FENCE/GATE (E) FENCE/GATE ROOF ACCESS POINT ROOF ACCESS POINT ROOF ACCESS POINT N-LC M 36 " PV DISCONNECT MEANS 55'-10" 53 ' - 4 " (E) DETACHED STRUCTURE PROJECT 1 4 1 4 H A R B O U R W A Y S O U T H R I C H M O N D , C A 9 4 8 0 4 ( 5 1 0 ) 5 4 0 - 0 5 5 0 C O R P O R A T I O N , S Y S T E M S R E V I S I O N S SO L A R I N D I V I D U A L P E R M I T P A C K A G E GR I D - T I E D P H O T O V O L T A I C S Y S T E M REV DESCRIPTION DATE DB DRAWN BY: DATE DRAWN SCALE AL B I N O G O N Z A L E Z 13 1 4 S S H A W N E E D R SA N T A A N A , C A L I F O R N I A 9 2 7 0 4 RP-432118 10 . 0 0 5 k W 07-20-2023 R. Bose Soriano ROLAND BOSE SORIANO C A L I C E N S E C - 1 0 , B # 8 9 0 8 9 5 C A L I C E N S E C - 1 0 , B # 8 9 0 8 9 5 SHEET AR R A Y L A Y O U T 3/32" = 1'-0" L E G E N D JUNCTION BOX PROPERTY LINE CONDUIT FIRE ACCESS PATHWAY L E G E N D JUNCTION BOX CONDUIT N-LC NEW LOAD CENTER NOTE: 1. FIELD ADJUSTMENTS OF FEWER THAN 6 MAY BE ALLOWED BASED ON SITE CONDITIONS AND MEASUREMENTS. N 1 2 3ROOF AZIMUTH PITCH MODULE QTY. 6:12 283° 2 3:12 193° 5 4.5:12 103° 16 MODULE: MICROINVERTER: QTY: QTY: ROOF TYPE:NO. OF STORIES: TOTAL ATTACHMENT COUNT: TOTAL ROOF AREA: TOTAL % OF ROOF COVERED BY SOLAR: TOTAL ARRAY AREA: WAVED TILE 2 - STORY 56 2208 sq.ft. 22% 487 sq.ft. SPR-M-435-H-AC (240) IQ7HS-66-ACM-US (240) 23 23 PVA-1 M UTILITY METER AND MAIN SERVICE PANEL ROOF AREA (ft2)565 247 264 SEALED FOR ATTACHMENTS AND EXISTING FRAMING ONLY exp: 06/25 Steven Procter Digitally signed by Steven Procter Date: 2023.07.24 10:24:19 -05'00' 1314 S Shawnee Dr09/05/23 TABLE 2: PENETRATION GUIDE FOR INSTALL STACKED STAGGERED FULLY STAGGERED STACKED/STAGGEREDFULLY STAGGERED *CHECK TABLE 1 FOR MAX. PENETRATION SPACING AND PENETRATION PATTERN FOR EACH ARRAY. TWO OR MORE ROWS OF MODULES ONE ROW OF MODULES MID CLAMP FLASHLOC BASE INVISIMOUNT RAIL 0.75" MIN. (E) RAFTER 5/16" S.S. LAG BOLT WITH 5/16" WASHER @ CENTER TYP. PRE-DRILL REQUIRED. 2- 1 / 2 " M I N . PV MODULE COMPOSITION SHINGLES INVISIMOUNT ROOF ATTACHMENT DETAILS HARDWARE: FLASHLOC COMP PV MODULE TABLE 1 ARRAYS INFORMATION ROOF PITCH ROOFING TYPE ATTACHMENT TYPE NO. OF STORIES FRAMING TYPE (in.) MAX. RAFTER SPAN (ft.) PENETRATION PATTERN (in.) MAX. ATTACHMENT SPACING (in.) MAX. RAIL OVERHANG (in.) ZKK&ϭ 20°Waved Tile Unirac FlashLoc 2 2x10 Rafter @ 24" OC 7'Staggered 48"16" ZKK&Ϯ 13°Waved Tile Unirac FlashLoc 2 2x10 Rafter @ 24" OC 7'Staggered 48"16" ZKK&ϯ 26°Waved Tile Unirac FlashLoc 2 2x10 Rafter @ 24" OC 7'Staggered 48"16" ͲͲ ------------------ ͲͲ ------------------ ͲͲ ------------------ INVISIMOUNT RAIL PV MODULE 5"MAX 2"MI N COMP-INSET ON TILE ROOF COMP INSET REQUIRED: EXTERNAL LOAD BEARING WALL INTERNAL LOAD BEARING WALL V A U L T E D A T T I C INVISIMOUNT RAIL PV MODULE 5"MAX 2"MI N COMP-INSET ON TILE ROOF COMP INSET REQUIRED: EXTERNAL LOAD BEARING WALL A T T I C INVISIMOUNT RAIL PV MODULE 5"MAX 2"MIN COMP-INSET ON TILE ROOF COMP INSET REQUIRED: EXTERNAL LOAD BEARING WALL A T T I C STRUCTURAL FRAMING SIDE DETAIL STRUCTURAL FRAMING SIDE DETAIL STRUCTURAL FRAMING SIDE DETAIL Roof 1 Roof 2 Roof 3 x RAILS SHALL BE POSITIONED IN THE NON-CROSS HATCHED REGIONS 66 CELL MODULE 2" 11.8" 2"11.8" 11 " 17 " 2" 26 " MI C R O I N V E R T E R E X C L U S I O N Z O N E FIGURE 3: MOUNTING CLAMP POSITIONING DETAILS COMP INSET REQUIRED PROJECT 1 4 1 4 H A R B O U R W A Y S O U T H R I C H M O N D , C A 9 4 8 0 4 ( 5 1 0 ) 5 4 0 - 0 5 5 0 C O R P O R A T I O N , S Y S T E M S R E V I S I O N S SO L A R I N D I V I D U A L P E R M I T P A C K A G E GR I D - T I E D P H O T O V O L T A I C S Y S T E M REV DESCRIPTION DATE DB DRAWN BY: DATE DRAWN SCALE AL B I N O G O N Z A L E Z 13 1 4 S S H A W N E E D R SA N T A A N A , C A L I F O R N I A 9 2 7 0 4 RP-432118 10 . 0 0 5 k W 07-20-2023 R. Bose Soriano ROLAND BOSE SORIANO C A L I C E N S E C - 1 0 , B # 8 9 0 8 9 5 C A L I C E N S E C - 1 0 , B # 8 9 0 8 9 5 ST R U C T U R A L I N F O R M A T I O N AN D M O U N T I N G D E T A I L S NTS SHEET PVS-1 SEALED FOR ATTACHMENTS AND EXISTING FRAMING ONLY exp: 06/25 Steven Procter Digitally signed by Steven Procter Date: 2023.07.24 10:24:27 -05'00' 1314 S Shawnee Dr09/05/23 1314 S Shawnee Dr09/05/23