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Home My WebLink About2105 N Poinsettia St - 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 KR I S T I N K A R T U N E N 21 0 5 P O I N S E T T I A S T R E E T N O R T H SA N T A A N A , C A L I F O R N I A 9 2 7 0 6 RP-433822 6. 4 0 k W 06-06-2023 E. Sedgwig Cunanan EZEQUIEL SEDGWIG CUNANAN 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 KRISTIN KARTUNEN 2105 POINSETTIA STREET NORTH (949) 929-8265 SANTA ANA, CALIFORNIA 92706 6.40 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) 6.400 kW PHOTOVOLTAIC SYSTEM - (16) WAAREE ENERGIES LIMITED WSMDi-400 PV MODULES AND (16) ENPHASE IQ7HS-66-M-US MICROINVERTER - POINT OF INTERCONNECTION AT MAIN SERVICE PANEL WITH CIRCUIT BREAKER 5.8kW MAX AC CONTINUOUS OUTPUT 6.4kW MAX DC CONTINUOUS OUTPUT 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 BLDG# 101116349 ISS. 08/28/2023 ELEC# 20180740 ISS. 08/28/2023 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. 2105 N Poinsettia St 08/28/23 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: 6/6/2023 Attn.: To Whom It May Concern re: Job KRISTIN KARTUNEN: 2105 POINSETTIA STREET NORTH, SANTA ANA, CALIFORNIA 927 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: 2023.06.06 11:46:56 -05'00' 2105 N Poinsettia St08/28/23 Date :6/6/2023 Job Code: KRISTIN KARTUNEN 2 of 6 Structrure Geometry: Mean Roof Height, hn =13 ft Eave Height, he =8 ft Buiding Length, L =43 ft Building Width, B =40 ft Module Area =21.6 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) = 1357 975 1.0 1.15 1.3 1.0 1.0 1.0 1.00 1.0 1.6 1.15 4.00 3.16 15 5.50 7.56 1.50 2x6 Rafter 24 230400000 266 129600 25920 5/8 OSB Sheathing Doug Fir-Larch #2 2 Layers Comp 14 All Roofs 51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 2105 N Poinsettia St08/28/23 Date :6/6/2023 Job Code: KRISTIN KARTUNEN 3 of 6 Dead Load: 6.0 2.0 0.9 1.0 Total All Roofs DL 9.9 psf 2.3 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 = 0.85 Ground Elevation Factor, ke = 1.00 psf Velocity Pressure, qz = 16.67 Solar Equalization Factor, γa = 0.60 7 8 28 7 0.0677 24 667 124 0.0126 0.0551 4 19 543 PV DL All Roofs 2 Layers Comp 5/8 OSB Sheathing 2x6 Rafter @ 24" OC Misc (Insulation etc) 51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 2105 N Poinsettia St08/28/23 Date :6/6/2023 Job Code: KRISTIN KARTUNEN 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 : 65 lb-ft <548 lb-ft OK All Roofs 0.9D + 1.0W (Up z1) : 98 lb-ft <548 lb-ft OK -492 202 56 -379 -105 -137 -123 51 16 -95 -30 -39 900 0.0913 -0.1712 32 -60 -1688 -46.51 16.00 -30.01 -39.01 -3.10 0.60 -2.00 -2.60 All Roofs 1.5 51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 2105 N Poinsettia St08/28/23 Date :6/6/2023 Job Code: KRISTIN KARTUNEN 5 of 6 All Roofs 0.9D + 1.0W (Up z2) : 130 lb-ft <548 lb-ft OK Attachment Check (ASD): All Roofs 1.0D + 0.6W : 149 lbs <907 lbs OK All Roofs 1.0D + 0.75*[1.0S + 0.6W] : 119 lbs <907 lbs OK All Roofs 1.0D + 1.0S : 28 lbs <907 lbs OK All Roofs 0.6D + 0.6W (Up z1) : 211 lbs <512.5 lbs OK All Roofs 0.6D + 0.6W (Up z2) : 279 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) : 211 lbs <665 lbs OK All Roofs 0.6D + 0.6W (Up z2) : 279 lbs <665 lbs OK Framing Check (ASD): All Roofs uni 1.0D + 0.6W : 1207 lb-ft <1357 lb-ft OK All Roofs uni 1.0D + 0.75*[1.0S + 0.6W] : 1072 lb-ft <1357 lb-ft OK All Roofs uni 1.0D + 1.0S : 667 lb-ft <975 lb-ft OK All Roofs uni 0.6D + 0.6W (Up z1) : 612 lb-ft <1357 lb-ft OK Seismic Check: Stucco 10.0 psf 2x4 Studs @ 16"2.0 psf Gypsum 3.0 psf Misc. (Insulation, etc.)2.0 psf 17 psf 1328 ft^2 22576 lbs 10 psf 1720 ft^2 17106 lbs Total Roof Area = Total Roof W =Existing 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 2105 N Poinsettia St08/28/23 Date :6/6/2023 Job Code: KRISTIN KARTUNEN 6 of 6 44 lbs 16 711 lbs %increase = (Wexisting + Wadditional) / Wexisting = OK Limits of Scope of Work and Liability 1.79% 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. PV Panel W = Number of Panels = Total PV W =Additional Weight 51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 2105 N Poinsettia St08/28/23 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: 2023.08.23 10:21:29 -07'00' 2105 N Poinsettia St08/28/23 DocuSign Envelope ID: 88D57CB1-F3D5-4FU9-B99B-64C6927BF73:.:! SUN POWER . 8/9/23 Attn: _s_a_n _ta_A_n_a _c_i t _Y _________ Perm it Office I, Kri stin Ka r tunen autho rize Sun Power (as my solar provider of choice) to pull permits for the solar installation at my residence, which is located at _2 _1o_ s_P_ o _in_se_ t t_i a_s_1 _ re _ et_N_ o_rt _h ________ _ K ayla.p roj ec tcoordin a to r2 @ sunpowercorp.com Please contact me at ________ _ if you have any further questions. Regards, Si gned, Date:_�� '[ _1 _ /{,_Qz;_2>_ _ 2105 N Poinsettia St08/28/23 Expedited Permit Process for PV Systems - Micro-Inverter1 Expedited Permit Process for PV Systems Micro-Inverter 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 Micro-Inverter to use with the Expedited Per- mit Process. The Standard String, AC Module, 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. 2105 N Poinsettia St08/28/23 Expedited Permit Process for PV Systems — Micro-Inverter2 Expedited Permit Process for Small-Scale PV Systems Micro-Inverter 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. 2105 N Poinsettia St08/28/23 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 Micro-Inverter Site Plan 2105 N Poinsettia St08/28/23 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 Micro-Inverter Electrical Diagram Contractor Name, Address and Phone: One-Line Standard Electrical Diagram for Micro-Inverter PV Systems Site Name: Site Address: System AC Size: SIZE FSCM NO DWG NO REV E1.1a 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 SAME SAME CONDUIT SIZE N/A N/A N/A SAME SAME DESCRIPTION PV DC or AC MODULE DC/AC INVERTER (MICRO) J-BOX (IF USED) PV ARRAY AC COMB. PANEL (IF USED) GEN METER (IF USED) AC DISCONNECT (IF USED) SERVICE PANEL TAG 1 2 3 4 5 6 7 8 PART NUMBER NOTES FOR UNUSED MODULES PUT "N/A in BLANK ABOVE 1 1 3 2 3 EQUIPMENT SCHEDULE 2 _____ MICRO-INVERTERS IN BRANCH- CIRCUIT MOD ____ DC AC MOD ____ DC AC MOD ____ DC AC MOD ____ DC AC MOD ____ DC AC MOD ____ DC AC J-BOX 4 AC DISCO M BUILDING GROUNDING ELECTRODE G M UTILITY SERVICE MAIN SERVICE PANEL MAIN OCPD INVERTER OCPD 6 7 8 5 4 5 G SEE GUIDE APPENDIX D FOR INFORMATION ON MODULE AND ARRAY GROUNDING AC COMBINER PANEL G ____ MICRO-INVERTERS IN BRANCH- CIRCUIT 2105 N Poinsettia St08/28/23 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 Contractor Name, Address and Phone: 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 E1.2a SCALE NTS Date: SHEET Drawn By: Checked By: MAX POWER-POINT CURRENT (IMP) MAX POWER-POINT VOLTAGE (VMP) OPEN-CIRCUIT VOLTAGE (VOC) SHORT-CIRCUIT CURRENT (ISC) MAX SERIES FUSE (OCPD) MAXIMUM POWER (PMAX) MAX VOLTAGE (TYP 600VDC) VOC TEMP COEFF (mV/oC or %/oC ) IF COEFF SUPPLIED, CIRCLE UNITS MODULE MAKE MODULE MODEL PV MODULE RATINGS @ STC (Guide Section 5) MAX DC VOLT RATING MAX POWER @ 40 oC NOMINAL AC VOLTAGE MAX AC CURRENT MAX OCPD RATING INVERTER MAKE INVERTER MODEL INVERTER RATINGS (Guide Section 4) 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 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 MICRO- INVERTER 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 ____oC 2.) 2009 ASHRAE FUNDAMENTALS 2% DESIGN TEMPERATURES DO NOT EXCEED 47oC IN THE UNITED STATES (PALM SPRINGS, CA IS 44.1 oC). FOR LESS THAN 9 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 MODULES WITH Isc OF 7.68 AMPS OR LESS WHEN PROTECTED BY A 12-AMP OR SMALLER FUSE. b) 10 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULES WITH Isc OF 9.6 AMPS OR LESS WHEN PROTECTED BY A 15-AMP OR SMALLER FUSE. NOTES FOR ARRAY CIRCUIT WIRING (Guide Section 6 and 8 and Appendix E): 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) No sign necessary since 690.51 marking on PV module covers needed information AC OUTPUT CURRENT NOMINAL AC VOLTAGE SOLAR PV SYSTEM AC POINT OF CONNECTION THIS PANEL FED BY MULTIPLE SOURCES (UTILITY AND SOLAR) Notes for Micro-Inverter Electrical Diagram 2105 N Poinsettia St08/28/23 %HWWHUSHUIRUPDQFH XQGHUDOO FOLPDWLFFRQGLWLRQV 6SOLWMXQFWLRQER[ 5HGXFHGSRZHU ORVVHVXSWR WLPHV 3,'UHVLVWDQW ZLWKORQJ WHUPUHOLDELOLW\ 6XVWDLQKHDY\ ZLQG VQRZORDGV SD SD ,99$5,$7,21:,7+,55$',$1&( ,99$5,$7,21:,7+7(03(5$785( 7KH*UDSKVDUHIRUUHIHUHQFHSXUSRVHRQO\3OHDVHFRQVXOW:DDUHHWHFKQLFDOWHDPIRUIXUWKHUFODULILFDWLRQV ,62O,62O,62 ,QGHSHQGHQWDVVHVVPHQWRIIDFWRULHVE\%/$&. 9($7&+ M6 0RQR 3(5& cells 166 mm Highest reliability & enhanced crack tolerant 9BB module $5.$6(5,(6 WSMDi-395 to WSMDi-415 /LQHDU3HUIRUPDQFH:DUUDQW\ 6WDQGDUG3HUIRUPDQFH:DUUDQW\ 2 7 8.0 91.95% 37 ,17(51$7,21$/ 1$7,21$/&(57,),&$7,216A ,(&_,(&_8/ IEC TS 62804-1 7KHHOHFWULFDOGDWDJLYHQKHUHLVIRUUHIHUHQFHSXUSRVHRQO\ 3OHDVHFRQILUP\RXUH[DFWUHTXLUHPHQWVZLWKWKHVDOHVUHSUHVHQWDWLYHZKLOHSODFLQJ\RXURUGHU 5HIHULQVWDOODWLRQ0DQXDOLQVWUXFWLRQV :DDUHHZDUUDQW\VWDWHPHQWIRUWHUPV FRQGLWLRQV :DDUHH5HVHUYHVWKHULJKWWRFKDQJHWKHVSHFLILFDWLRQVZLWKRXWSULRUQRWLFH] 7HPSHUDWXUHFRHIILFLHQWRI&XUUHQW,VFȺ& 7HPSHUDWXUHFRHIILFLHQWRI9ROWDJH9RF& 7HPSHUDWXUHFRHIILFLHQWRI3RZHU3Pȼ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i-395 to WSMD i-415 (/(&75,&$/&+$5$&7(5,67,&6 6\VWHP9ROWDJH 9 6HULHV)XVH5DWLQJ 2 $ 7+(50$/&+$5$&7(5,67,&6 $QRGL]HG$OXPLQLXP$OOR\, Anodization thickness ≥15 micron PP 12PP 1 924 mm (L) x 1038 mm (W) x 35 mm (T) 22 kgs 1 32 cells / (1 1x6 || 1 1x6) Mono PERC, 83 x 166 mm 3.2 mm Low Iron and Tempered glass with ARC coating PID Free & UV Resistant IP68 / Weatherproof PPO IP68 rated / Staubli MC4 Connector )UDPH )LUHUDWLQJ 7\SH 2105 N Poinsettia St08/28/23 The high-powered smart grid-ready IQ7HS Microinverter with integrated MC4 connectors dramatically WMQTPMƤIWthe installation process while EGLMIZMRKXLILMKLIWXW]WXIQIJƤGMIRG] The IQ Series Microinverters extend the reliability standards set forth by previous generations and undergo over a million hours of power-on testing, enabling Enphase to provide an industry-leading [EVVERX]SJYTXS]IEVW IQ7HS Microinverter To learn more about Enphase offerings, visit IRTLEWIGSQ Data Sheet Enphase Microinverter Region: AMERICAS Easy to Install Lightweight and simple Faster installation with improved, lighter two-wire cabling Built-in rapid shutdown compliant (NEC 2014, 2017 & 2020) )JƤGMIRXERH6IPMEFPI ŵ ,MKLIWX')'IJƤGMIRG]SJ More than a million hours of power-on testing Class II double-insulated enclosure UL listed 7QEVX+VMH6IEH] Complies with advanced grid support, voltage and frequency ride-through requirements ŵ 6IQSXIP]YTHEXIWERHVIWTSRHWXSGLERKMRK grid-requirements ŵ 'SRƤKYVEFPIJSVZEV]MRKKVMHTVSƤPIW ŵ 1IIXW'%6YPI907% ERH-))) (UL1741-SB) To learn more about Enphase offerings, visit IRTLEWIGSQ k)RTLEWI)RIVK]%PPVMKLXWVIWIVZIH%PPXVEHIQEVOWSVFVERHWYWIHEVIXLITVSTIVX]SJ)RTLEWI)RIVK]-RG 12-15-2022 INPUT DATA (DC) IQ7HS-66-M-US Commonly used module pairings¹ 320W - 460W Module compatibility² 66 cell/120 half-cell/132 half-cell Maximum input DC voltage : Peak power tracking voltage :: Operating range :: Min/Max start voltage :: Max DC short circuit current (module Isc)% Overvoltage class DC port II DC port backfeed current 0A 4:EVVE]GSRƤKYVEXMSR 1 x 1 ungrounded array; No additional DC side protection required; AC side protection requires max 20A per branch circuit OUTPUT DATA (AC)$:%'$:%' Peak output power :%:% Maximum continuous output power :%:% Nominal (L-L) voltage/range³:::: Maximum continuous output current %: %: Nominal frequency 60 Hz 60 Hz Extended frequency range ,^XS,^,^XS,^ AC short circuit fault current over 3 cycles %% Maximum units per 20 A (L-L) branch circuit4 10 Overvoltage class AC port III III AC port backfeed current Q%Q% Power factor setting Power factor (adjustable)PIEHMRKPEKKMRK PIEHMRKPEKKMRK EFFICIENCY $:$: ')'[IMKLXIHIJƤGMIRG] MECHANICAL DATA Ambient temperature range 6IPEXMZILYQMHMX]VERKI Connector type Dimensions (WxHxD) Weight Cooling Approved for wet locations Pollution degree Enclosure )RZMVSRQIRXEPGEXIKSV]9:I\TSWYVIVEXMRK Altitude -40ºC to +60ºC XS GSRHIRWMRK Staubli made MC4 QQ\QQ\QQ[MXLSYXFVEGOIX OKPFW Natural convection - No fans Yes PD3 Class II, corrosion resistant polymeric enclosure NEMA type 6/outdoor 2000 m FEATURES Communication Power Line Communication (PLC) Disconnecting means The AC and DC connectors have been evaluated and approved by UL for use as the load-break HMWGSRRIGXQIERWVIUYMVIHF]2)'ERH'6YPI Compliance '%6YPI907% -)))907& 90*''4EVX'PEWW&,)'3Z-')7'PEWW& '%2'7%'23 8LMWTVSHYGXMW90PMWXIHEW4:6ETMH7LYXHS[R)UYMTQIRXERHGSRJSVQW[MXL2)' 2)'ERH2)'WIGXMSRERH'6YPI6ETMH7LYXHS[RSJ4: 7]WXIQWJSV%'ERH('GSRHYGXSVW[LIRMRWXEPPIHEGGSVHMRKXSQERYJEGXYVIVŭWMRWXVYGXMSRW 2SIRJSVGIH('%'VEXMS7IIXLIGSQTEXMFMPMX]GEPGYPEXSVEXLXXTWIRTLEWIGSQIRYWWYTTSVXQSHYPIGSQTEXMFMPMX] 4VSZMHIHXLIQSHYPIMWGSQTEXMFPI[MXLEPPSXLIVTEVEQIXIVWMRXLIHEXEWLIIX 2SQMREPZSPXEKIVERKIGERFII\XIRHIHFI]SRHRSQMREPMJVIUYMVIHF]XLIYXMPMX] 0MQMXWQE]ZEV]6IJIVXSPSGEPVIUYMVIQIRXWXSHIJMRIXLIRYQFIVSJQMGVSMRZIVXIVWTIVFVERGLMR]SYVEVIE IQ7HS Microinverter 2105 N Poinsettia St08/28/23 k)RTLEWI)RIVK]-RGIRTLEWIGSQ ʹͻǡʹͲʹʹ ǡ ǣ Ǧͷequivalent to ǣ IQ7HS-66-ACM-US, 369 VA, 208Vac Grid Support Utility Interactive Inverter IQ7HS-66-E-ACM-US, 369 VA, 208Vac Grid Support Utility Interactive Inverter IQ7HS-66-M-US, 369 VA, 208Vac Grid Support Utility Interactive Inverter IQ7HS-66-ACM-US, 384 VA, 240Vac Grid Support Utility Interactive Inverter IQ7HS-66-E-ACM-US, 384 VA, 240Vac Grid Support Utility Interactive Inverter IQ7HS-66-M-US, 384 VA, 240Vac Grid Support Utility Interactive Inverter ǡ Ǥ ͳͶʹͲǤ ǡͻͶͻͷͶ ǣȋ͹Ͳ͹Ȍ͹͸͵ǦͶ͹ͺͶ͹Ͳͻͺ ̷Ǥ 2105 N Poinsettia St08/28/23 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" 2105 N Poinsettia St08/28/23 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 2105 N Poinsettia St08/28/23 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 2105 N Poinsettia St08/28/23 This Verification is for the exclusive use of Intertek's client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this Verification. Only the Client is authorized to permit copying or distribution of this Verification. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. The observations and test/inspection results referenced in this Verification are relevant only to the sample tested/inspected. This Verification by itself does not imply that the material, product, or service is or has ever been under an Intertek certification program . Test Verification of Conformity Verification Number: 105370452-LAX-VOC1 Applicant Name & Address: SunPower Corporation 1414 Harbour Way South Suite 1901 Richmond, CA 94804 USA Photovoltaic Racking System installed using the SunPower InvisiMount Installation Guide 508988 Rev O Fire Class Rating: Class A for Type 1 and Type 2 Fuse Rating: 20 A Mechanical Load Testing: Mechanical Load Rating: 10PSF Downward, 5PSF Upward, 5PSF Sloped Load Module Orientation: Portrait or Landscape Classic InvisiMount, Universal InvisiMount ; InvisiMount Product Description: Ratings & Principle Characteristics: Models/Type References: Brand Name: Relevant Standards: Verification Issuing Office Name & Address: Date of Tests: Test Report Number(s): Mounting Systems, Mounting Devices, Clamping/Retention Devices, and Ground Lugs for Use with Flat-Plate Photovoltaic Modules and Panels [UL 2703:2015 Ed.1+R:24Mar2021] Intertek Testing Services NA, Inc. 25800 Commercentre Drive Lake Forest, CA 92630 USA September-27-2022 to October-11-2022 105208800LAX-001 Signature Name: Abdullah Alharbi Position: PV Engineer Date: 12 April 2023 On the basis of the tests undertaken, the samples of the below product have been found to comply with the requirements of the referenced specification/standard at the time the tests were carried out. This verification is part of the full test report 105208800LAX-001 and should be read in conjunction with it. This verification replaces previous verification number 105208800LAX-001-LAX-VOC1 dated: 30-12-2022. Additional information in Appendix. This Verification is for the exclusive use of Intertek's client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this Verification. Only the Client is authorized to permit copying or distribution of this Verification. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. The observations and test/inspection results referenced in this Verification are relevant only to the sample tested/inspected. This Verification by itself does not imply that the material, product, or service is or has ever been under an Intertek certification program . APPENDIX: Test Verification of Conformity Approved Module list Module Manufacturer Model SunPower Corporation SPR-XYY-###-(COM), where X can be E or A denoting cell type, where YY represents numbers 18, 19, 20,21, or blanks and ### represents any number from 450 to 310 and 274 to 233; SPR-EYY-###, where YY represents numbers 18, 19, 20 or 21, and ### represents any number from 345 to 285 and 250 to 225. SPR-MXXX & SPR-MAX6-XXX, may be followed by -BLK, where XXX is 385-440. SPR-E or SPR-X followed by 18, 19, 20, 21, 22, followed by - XXX where XXX is 320-370, may be followed by -BLK, followed by C, D, E, may be followed by -AC SPR-XXXE/NE-WHT/BLK-U-YYYACPV and SPR-V-WW-XXX-Y-Z-G-AC, where "XXX" is the wattage of the panel and ranges from 250 to 225; and where "YYY" indicates the inverter voltage used in the module, and can be blank, 240 or 208/240. SPR-AXXX-G-AC or SPR-AXXXBLK-G-AC Where XXX denotes output power. G denotes inverters. BLK represents backsheet color. AC indicates AC module. SPR-AXXX-H-AC where XXX is the wattage range of 350 to 425, H Denotes the inverter, and AC indicates AC modules. SPR-MXXX-YYY-Z-AC, where XXX is 380-440 All models identified must have the Gen 5 frame and have a module fire performance: Type 2 SunPower Corporation 72-cell model with Gen 4.2 frame only: SPR-AXXX-COM or SPR-MAX5-XXX-COM, may be followed by BLK, where XXX is 380-460 66-cell model with Gen 4.2 frame only: SPR-AXXX, may be followed by -COM, and/or - 300V, followed by MLSD, where XXX is 350-425. 72-cell model with Gen 4.2 frame only: SPR-AXXX, may be followed by -COM, and/or - 300V, followed by MLSD, where XXX is 430-60 SPR-UXXX-BLK, where XXX is 395-415 Hanwha Q.PEAK DUO BLK ML-G10.a+ XXX, where XXX is 370-425 Q.PEAK DUO BLK-G10+ XXX, where XXX is 350370 Q.PEAK DUO BLK ML-G10+ XXX, where XXX is 385-405 REC RECxxxNP2, may be followed by Black, where xxx is 350-380. RECxxxTP4, may be followed by Black, where xxx is 355-380. RECxxxAA Black, where xxx is 340-385. This is an Appendix to Test Verification of Conformity Number: 105370452-LAX-VOC1. 2105 N Poinsettia St08/28/23 This Verification is for the exclusive use of Intertek's client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this Verification. Only the Client is authorized to permit copying or distribution of this Verification. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. The observations and test/inspection results referenced in this Verification are relevant only to the sample tested/inspected. This Verification by itself does not imply that the material, product, or service is or has ever been under an Intertek certification program . RECxxxAA PURE, where xxx is 380-415. Trina TSM-xxxDE06X.05(II), where xxx is 355-380 Canadian Solar CS3N-xxxMS, xxx is 375-435 Waaree WSMDi-XXX, XXX is 360-380, 395-415 WSMDiB-XXX, XXX is 360-380, 395-455 Jinko JKMxxxM-6RL3-B, where xxx is 365-400 Aptos Solar DNA-108-BF10-xxxW, xxx is 385-410. DNA-120-BF26-xxxW, where xxx is 350-370. DNA-120-MF26-xxxW, where xxx is 360-370 The Universal InvisiMount System was evaluated for fire rating with Type 1 and Type 2 modules. Signature Name: Abdullah Alharbi Position: PV Engineer Date: 12 April 2023 2105 N Poinsettia St08/28/23 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' 2105 N Poinsettia St08/28/23 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 2105 N Poinsettia St08/28/23 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. 2105 N St08/28/23 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 2105 N St08/28/23 SUNPOWER CORPORATION Document #524734 Rev G SPAN TABLES, INVISIMOUNT Template FILE-074910, Ed. 2 SPAN TABLES, INVISIMOUNT 20 SQ. FT. MODULE WITH TILE ROOF MOUNTING ROOF ATTACHMENT ASCE 7-16 VERSION HIGH WIND VERSION Item Number: 524734 8-25-22 Ethan 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 G TBD x Version for Universal InvisiMount system 8-25-22 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. 2105 N St08/28/23 SUNPOWER CORPORATION Document #524734 Rev G SPAN TABLES, INVISIMOUNT Template FILE-074910, Ed. 2 List of Volumes Standard Volumes 1. 22 Sq. Ft. Module + Composite Shingle Attachment w/ ASCE 7-10 2. 22 Sq. Ft. Module + Composite Shingle Attachment w/ ASCE 7-16 3. 22 Sq. Ft. Module + Tile Attachment w/ ASCE 7-10 4. 22 Sq. Ft. Module + Tile Attachment w/ ASCE 7-16 High Loading Volumes 5. High Wind Speeds: 22 Sq. Ft. Module + Composite Shingle Attachment w/ ASCE 7-10 6. High Wind Speeds: 22 Sq. Ft. Module + Composite Shingle Attachment w/ ASCE 7-16 7. High Wind Speeds: 22 Sq. Ft. Module + Tile Attachment w/ ASCE 7-16 8. High Wind Speeds: 20 Sq. Ft. Module + Composite Shingle Attachment w/ ASCE 7-10 9. High Wind Speeds: 20 Sq. Ft. Module + Composite Shingle Attachment w/ ASCE 7-16 10. High Wind Speeds: 20 Sq. Ft. Module + Tile Attachment w/ ASCE 7-16 2105 N St08/28/23 Document #524734 Rev G, Vol. 10 1 SunPower Proprietary InvisiMount Span Tables Engineering Summary Letter VVolume: 10 ASCE 7 Version: 7-16 Module Type: 20 Sq. Ft. Module Roof Attachment: Tile Roof 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 Pegasus Tile Roof Attachments, Generation 1 & 2 o And roof attachments with capacities equal to or greater than all of the following Load and Resistance Factor Design (LRFD) values: 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 2105 N St08/28/23 Document #524734 Rev G, Vol. 10 2 SunPower Proprietary MModule Size and Capacity: x These tables are applicable to modules with the following dimensions: o Maximum length: 5.84 ft. (1.78m) o Maximum surface area: 20 sq. ft. (1.86 sq. m) o Maximum height: 1.57 in. (40 mm) x These tables ddo not include a check of the modules capacity. A module check must be performed by the user in addition to identifying the appropriate span. x In the Part 1 (Wind Tunnel-based) span tables, module pressures are provided adjacent to the corresponding spans. These module pressures are derived from the Wind Tunnel Test Report for each output condition. The user must confirm that the design capacities of the module to be used are greater than both the uplift and downforce pressured identified. x For the Part 2 span tables, pressure on the module must be calculated per the appropriate ASCE code (7-10 or 7-16). x A summary of the equations required to calculate these values is provided in the following section. 2105 N St08/28/23 Document #524734 Rev G, Vol. 10 3 SunPower Proprietary MModule Pressure Calculation (ASCE 7-16): x The following equations reflect ASCE-prescribed calculations, with values specific to InvisiMount included where possible. x Note that some conservative assumptions have been made and, in some cases, the resulting values may be more conservative than a site-specific iteration of the ASCE-based calculations. x The below equations are applicable only to modules with an area equal to or greater than 19.5 ft^2. x See below glossary for definitions of all referenced variables. x ASCE 7 §2.3 defines load combination equations for LRFD, which generate design load pressures. The controlling equations which define the design load on the module are: o ࡼ࢛࢖ = ૙.ૢࡰ + ૚.૙ࢃ࢛࢖ o ࡼࢊ࢕࢝࢔ =ࡹࢇ࢞ ൜૚.૛ࡰ +૚.૟ࡿ +૙.૞ࢃࢊ࢕࢝࢔ ૚.૛ࡰ +૚.૙ࢃࢊ࢕࢝࢔ +૙ .૞ࡿ x The process for solving for these equations is as follows: o Identify site-specific inputs: ࢠ =[ ] ݂ݐ ࡱ =[ ܤ / ܥ / ܦ ] ࢂ =[ ] ݉݌ℎ ࢖ࢍ =[ ] ݌ݏ݂ ࣂ =[ ] ݀݁݃ݎ݁݁ݏ ࢆ࢕࢔ࢋ =[ 1 / 2 / 3 ] o Select the following coefficients from the below Look-up Tables: ࢠࢍ =[ ] ݂ݐ ࡯ࢋ =[ ] ࢻ =[ ] ࡳ࡯࢖,ି =[ ] ࡳ࡯࢖,ା =[ ] o Use the following equations to establish wind and snow loads: The minimum allowable value for ܹ௨௣ & ܹௗ௢௪௡ is 16 psf. Wind, Uplift: ࢃ࢛࢖ =૙.૙૙૜૚૟૞ ൬ ࢠ ࢠࢍ ൰ ૛ ࢻ ∗ࢂ૛ ∗ࡳ࡯࢖,ି Wind, Downforce: ࢃࢊ࢕࢝࢔ =૙.૙૙૛ ૜૟૛ ∗ ൬ ࢠ ࢠࢍ ൰ ૛ ࢻ ∗ࢂ૛ ∗ࡳ࡯࢖,ା Snow: ࡿ =࢖࢙,ࢍ࢘ ∗܋ܗܛ(ࣂ) If ≥15°, ݌௦,௚௥ =0.84∗ܥ௘ ∗݌௚ If <15° ܣܰܦ ݌௚ <20 ݌ݏ݂, ݌௦,௚௥ =݌௚ If <15° ܣܰܦ ݌௚ >20 ݌ݏ݂, ݌௦,௚௥ =ܯܽݔ ൜ 20 ݌ݏ݂ 0.84∗ܥ௘ ∗݌௚ o Add the resulting load pressures in the load combination equations (dead load is provided): ࡼ࢛࢖ =૛ .૞ ࢖࢙ࢌ +૚.૙ࢃ࢛࢖ ࡼࢊ࢕࢝࢔ =ࡹࢇ࢞ ൜ ૜.૞ ࢖࢙ࢌ +૚.૟ࡿ +૙.૞ࢃࢊ࢕࢝࢔ ૜.૞ ࢖࢙ࢌ +૚.૙ࢃࢊ࢕࢝࢔ +૙.૞ࡿ 2105 N St08/28/23 Document #524734 Rev G, Vol. 10 4 SunPower Proprietary x Look-up Tables o Exposure-based coefficients: Exposure ࡯ࢋ ࢻ ࢠࢍ B 0.9 7 1200 C 0.9 9.5 900 D 0.8 11.5 700 o External pressure coefficients: These values are based on a minimum module size of 19.5 ft^2. ASCE 7--16 Gable Roof Hip Roof 7 < θ <= 20 20 < θ <= 27 27 < θ <= 45 7 < θ <= 20 20 < θ <= 27 Gcp,- Zone 1 -2.000 -1.500 -1.510 -1.800 -1.226 Zone 2 -2.585 -2.179 -1.777 -2.333 -1.777 Zone 3 -3.078 -2.471 -2.200 -2.333 -1.777 Gcp,+ All Zones 0.467 0.467 0.784 0.584 0.584 ASCE 7--16 Hip Roof θ = 30.26 (7:12) θ = 33.69 (8:12) θ = 36.87 (9:12) θ = 39.81 (10:12) θ = 42.51 (11:12) θ = 45 (12:12) Gcp,- Zone 1 -1.062 -1.126 -1.185 -1.239 -1.290 -1.336 Zone 2 -1.265 -1.419 -1.561 -1.693 -1.814 -1.926 Zone 3 -1.413 -1.541 -1.647 -1.735 -1.808 -1.866 Gcp,+ All Zones 0.551 0.551 0.551 0.551 0.551 0.551 x Glossary of variables: o ܲ௨௣ =݉݋݀ݑ݈݁ ݑ݌݈݂݅ݐ ݌ݎ݁ݏݏݑݎ݁ o ܲௗ௢௪௡ =݉݋݀ݑ݈݁ ݀݋ݓ݂݊݋ݎܿ݁ ݌ݎ݁ݏݏݑݎ݁ o ܦ =݀݁ܽ݀ ݈݋ܽ݀ =2.7 ݌ݏ݂ o ܹ௨௣ =ݑ݌݈݂݅ݐ ݓ݅݊݀ ݈݋ܽ݀ (݌ݏ݂) o ܹௗ௢௪௡ =݀݋ݓ݂݊݋ݎܿ݁ ݓ݅݊݀ ݈݋ܽ݀ (݌ݏ݂) o ܵ =ݏ݊݋ݓ ݈݋ܽ݀ (݌ݏ݂) o ݖ =ݎ݋݋݂ ℎ݁݅݃ℎݐ (݂ݐ) o ܧ =݁ݔ݌݋ݏݑݎ݁ (ܤ ,ܥ,݋ݎ ܦ ) o ݒ =ݓ݅݊݀ ݏ݌݁݁݀ (݉݌ℎ) o ݌௚ =݃ݎ݋ݑ݊݀ ݏ݊݋ݓ ݈݋ܽ݀ (݌ݏ݂) o =ݎ݋݋݂ ݌݅ݐܿℎ (݀݁݃ݎ݁݁ݏ) o ܼ݋݊݁ =ݎ݋݋݂ ݖ݋݊݁ (1,2,݋ݎ 3) o ݖ௚ =݃ݎܽ݀݅݁݊ݐ ℎ݁݅݃ℎݐ (݂ݐ) o =݃ݑݏݐ ݌ݎ݋݂݈݅݁ ݂ܽܿݐ݋ݎ o ܥ௦ =ܴ݋݋݂ ݏ݈݋݌݁ ݂ܽܿݐ݋ݎ o ܥ௘ =݁ݔ݌݋ݏݑݎ݁ ݂ܽܿݐ݋ݎ o ܩܥ௣,ି = ݁ݔݐ݁ݎ݈݊ܽ ݌ݎ݁ݏݏݑݎ݁ ܿ݋݂݂݁݅ܿ݅݁݊ݐ,ݑ݌݈݂݅ݐ o ܩܥ௣,ା = ݁ݔݐ݁ݎ݈݊ܽ ݌ݎ݁ݏݏݑݎ݁ ܿ݋݂݂݁݅ܿ݅݁݊ݐ,݀݋ݓ݂݊݋ݎܿ݁ o ݌௦ =ݏ݈݋݌݁݀ ݎ݋݋݂ ݏ݊݋ݓ ݈݋ܽ݀ o ݌௦,௚௥ =ݏ݊݋ݓ ݈݋ܽ݀,݅݊ ݀݅ݎ݁ܿݐ݅݋݊ ݋݂ ݃ݎܽݒ݅ݐݕ 2105 N St08/28/23 Document #524734 Rev G, Vol. 10 5 SunPower Proprietary IInputs (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) = 2.7 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 = 2.01(z/zg)^(2/a) (as indicated in 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) 2105 N St08/28/23 Document #524734 Rev G, Vol. 10 6 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 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 2105 N St08/28/23 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 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 wind tunnel testing in conformance with ASCE 7 Chapter 31. x Tables are valid for mean roof height ≤ 30 ft, gable end width ≤ 40 ft, and ridge length ≤ 60 ft. x Tables apply to any location on the roof, except that PV modules must be set back at least 10 inches from all ridges and roof edges. x User is responsible for verifying the strength of the roof. x User is responsible for verifying the capacity of the module. Module pressures are provided above and are derived from the Wind Tunnel Test Report. The user must confirm that the design capacities of the module are greater than both the uplift and downforce pressured identified. Document #524734 Rev G, Vol. 10 7 SunPower Proprietary InvisiMount Span Tables Part 1: Simplified Tables (Wind Tunnel Loads) How to Use These Tables x Determine whether the site meets all the conditions listed below. Yes No Mean roof height is 30 feet or less Gable end width (or smaller dimension if no gable) is 40 feet or less Ridge length (or longer dimension) is 60 feet or less Roof slope is 4:12 to 8:12 Seismic acceleration Ss is ≤ 3.73g (note, this covers the entire United States) Site is not located on a ridge or hilltop All PV modules are set back at least 10 inches from ridges and roof edges If any boxes are checked No, use the General (ASCE 7 Analytical Method) tables, found in Part 2 of this document. x Select the table corresponding to the Exposure Category and Ground Snow load of the site. x Determine the wind speed and roof slope for the site. The value in the first table, for this wind speed and roof slope, is the allowable span between attachment points, in inches. 2105 N St08/28/23 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 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 wind tunnel testing in conformance with ASCE 7 Chapter 31. x Tables are valid for mean roof height ≤ 30 ft, gable end width ≤ 40 ft, and ridge length ≤ 60 ft. x Tables apply to any location on the roof, except that PV modules must be set back at least 10 inches from all ridges and roof edges. x User is responsible for verifying the strength of the roof. x User is responsible for verifying the capacity of the module. Module pressures are provided above and are derived from the Wind Tunnel Test Report. The user must confirm that the design capacities of the module are greater than both the uplift and downforce pressured identified. Document #524734 Rev G, Vol. 10 12 SunPower Proprietary Inputs INVISIMOUNT ALLOWABLE SPANS (IN) Slope→ 18.43 ° 22.62 ° 26.57 ° 30.26 ° 33.69 ° Exposure C Speed↓ 4:12 5:12 6:12 7:12 8:12 Ground Snow (psf) 0 135 72 80 80 80 80 Height (ft) 30 140 72 72 72 72 72 Seismic, Ss (g) 3.73 145 64 72 72 72 72 150 64 64 64 64 64 160 48 48 48 48 48 170 48 48 48 48 48 180 32 32 32 32 32 UPLIFT MODULE PRESSURE (PSF) DOWNFORCE MODULE PRESSURE (PSF) Slope → 18.43 ° 22.62 ° 26.57 ° 30.26 ° 33.69 ° Slope→ 18.43 ° 22.62 ° 26.57 ° 30.26 ° 33.69 ° Speed↓ 4:12 5:12 6:12 7:12 8:12 Speed↓4:12 5:12 6:12 7:12 8:12 135 -32 -32 -33 -33 -33 135 19 19 19 34 34 140 -35 -35 -35 -35 -35 140 19 19 19 36 36 145 -38 -38 -38 -38 -38 145 19 19 19 39 39 150 -41 -41 -41 -41 -41 150 19 19 19 41 41 160 -47 -47 -47 -47 -47 160 20 20 20 46 46 170 -53 -53 -53 -53 -53 170 23 23 23 52 52 180 -60 -60 -60 -60 -60 180 25 25 25 58 58 2105 N St08/28/23 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 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. x User is responsible for verifying the capacity of the module. Refer to the section of this document titled Module Pressure Calculation, or the appropriate ASCE code (7-10 or 7-16), for instructions on calculating the uplift and downforce module pressures. Document #524734 Rev G, Vol. 10 41 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 48 48 48 80 80 80 80 72 72 72 72 140 48 48 48 80 80 64 64 64 64 64 64 145 48 48 48 72 72 48 48 48 48 48 48 150 48 48 48 64 64 48 48 48 48 48 48 160 32 32 32 48 48 32 32 32 32 32 32 170 32 32 32 48 48 32 32 32 32 32 32 180 32 32 32 32 32 32 32 32 32 32 32 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 32 32 32 48 48 64 64 48 48 48 48 140 32 32 32 32 32 48 48 48 48 48 48 145 32 32 32 32 32 48 48 48 48 48 32 150 32 32 32 32 32 48 48 48 48 32 32 160 0 0 0 32 32 32 32 32 32 32 32 170 0 0 0 24 24 32 32 32 32 32 0 180 0 0 0 0 0 32 32 32 0 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 32 32 32 32 32 48 48 48 48 48 48 140 24 24 24 32 32 32 32 32 32 32 32 145 0 0 0 32 32 32 32 32 32 32 32 150 0 0 0 0 0 32 32 32 32 32 32 160 0 0 0 0 0 32 32 32 32 0 0 170 0 0 0 0 0 0 0 0 0 0 0 180 0 0 0 0 0 0 0 0 0 0 0 2105 N St08/28/23 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 Beside MSP 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 5 AC MODULES 4 AC MODULES 7 AC MODULES TAG H (E) UTILITY BIDIRECTIONAL METER #: 222013-579504 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 40A 200A 40A, 2P EXTERIOR WALL SQUARE-D 200A 200A (E) MAIN SERVICE PANEL 1 PV MODULE MICROINVERTER (FIELD-INSTALLED) MISOLAR / BRANCH 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. ELECTRICAL NOTES SUNPOWER PROVIDED MICROINVERTER EXTENSION CABLE, LISTED AS AN ASSEMBLY MAKE/MODEL: ENPHASE IQ7HS-66-M-US [240] | QTY: 16 MAKE/MODEL: WAAREE ENERGIES LIMITED WSMDI-400 | QTY: 16 NO NO NO 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 KR I S T I N K A R T U N E N 21 0 5 P O I N S E T T I A S T R E E T N O R T H SA N T A A N A , C A L I F O R N I A 9 2 7 0 6 RP-433822 6. 4 0 k W 06-06-2023 E. Sedgwig Cunanan EZEQUIEL SEDGWIG CUNANAN 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 2105 N Poinsettia St08/28/23 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 5 240 V 8 A 10.00 A 34 °C 34 °C 0.96 0.8 10.42 A 40 A #10 #10 0.41% 20A, 2P 10.00 A #10 7 240 V 11.2 A 14.00 A 34 °C 34 °C 0.96 0.8 14.58 A 40 A #10 #10 0.58% 20A, 2P 14.00 A #10 4 240 V 6.4 A 8.00 A 34 °C 34 °C 0.96 0.8 8.33 A 40 A #10 #10 0.33% 20A, 2P 8.00 A 50 FT.50 FT.50 FT. 32.00 A 40A, 2P 0.08% #8 #8 55 A 26.67 A 1.00 0.96 34 °C 34 °C #8 5 FT. 32.00 A 25.6 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 KR I S T I N K A R T U N E N 21 0 5 P O I N S E T T I A S T R E E T N O R T H SA N T A A N A , C A L I F O R N I A 9 2 7 0 6 RP-433822 6. 4 0 k W 06-06-2023 E. Sedgwig Cunanan EZEQUIEL SEDGWIG CUNANAN 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 2105 N Poinsettia St08/28/23 x RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN AND REDUCE SHOCK HAZARD IN THE ARRAY SOLAR ELECTRIC PV PANELS 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. AMPS VOLTS PHOTOVOLTAIC POINT OF INTERCONNECTION WARNING: DUAL POWER SOURCE. SECOND SOURCE IS PHOTOVOLTAIC SYSTEM SIGNAGE LOCATIONS: x MAIN SERVICE PANEL x INDOOR / OUTDOOR SUBPANEL MAXIMUM RATED AC OUTPUT CURRENT: MAXIMUM OPERATING AC VOLTAGE: 25.6 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 PV SOLAR BREAKER DO NOT RELOCATE THIS OVERCURRENT DEVICE 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 KR I S T I N K A R T U N E N 21 0 5 P O I N S E T T I A S T R E E T N O R T H SA N T A A N A , C A L I F O R N I A 9 2 7 0 6 RP-433822 6. 4 0 k W 06-06-2023 E. Sedgwig Cunanan EZEQUIEL SEDGWIG CUNANAN 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 2105 N Poinsettia St08/28/23 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 KR I S T I N K A R T U N E N 21 0 5 P O I N S E T T I A S T R E E T N O R T H SA N T A A N A , C A L I F O R N I A 9 2 7 0 6 RP-433822 6. 4 0 k W 06-06-2023 E. Sedgwig Cunanan EZEQUIEL SEDGWIG CUNANAN 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-LCM FIGURE 1: SUNPOWER EQUINOX GROUNDING DETAILS NTS 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 2105 POINSETTIA STREET NORTH 690.47(B) SHEET PVE-4 CAUTION: MULTIPLE SOURCES OF POWER WITH DISCONNECT(S) LOCATED AS SHOWN: 2105 N Poinsettia St08/28/23 ROOF 1 RO O F 2 ROOF 3 RO O F 4 N-LCM 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 KR I S T I N K A R T U N E N 21 0 5 P O I N S E T T I A S T R E E T N O R T H SA N T A A N A , C A L I F O R N I A 9 2 7 0 6 RP-433822 6. 4 0 k W 06-06-2023 E. Sedgwig Cunanan EZEQUIEL SEDGWIG CUNANAN 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 3 4ROOF AZIMUTH PITCH MODULE QTY.2 270° 3:123:12 180° 4 3:12 90° 7 3:12 0° 3 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 2105 N Poinsettia St08/28/23 N PO I N S E T T I A S T R E E T N O R T H ROOF 1 RO O F 2 ROOF 3 RO O F 4 36" 18 " 18 " 18" 18" 36" 18 "18 " 36" (E) FENCE/GATE ROOF ACCESS POINT ROOF ACCESS POINT READILY ACCESSIBLE PV DISCONNECT MEANS (E) DETACHED STRUCTURE (E) POOL (E) FENCE/GATE (E) GARAGE 42'-1" 39 ' - 5" N-LCM (E) PATIO 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 KR I S T I N K A R T U N E N 21 0 5 P O I N S E T T I A S T R E E T N O R T H SA N T A A N A , C A L I F O R N I A 9 2 7 0 6 RP-433822 6. 4 0 k W 06-06-2023 E. Sedgwig Cunanan EZEQUIEL SEDGWIG CUNANAN 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 1/16" = 1'-0" L E G E N D JUNCTION BOX PROPERTY LINE CONDUIT FIRE ACCESS PATHWAY L E G E N D JUNCTION BOX PROPERTY LINE CONDUIT N-LC NEW LOAD CENTER FIRE ACCESS PATHWAY N 1 2 3 4ROOF AZIMUTH PITCH MODULE QTY.2 270° 3:123:12 180° 4 3:12 90° 7 3:12 0° 3 MODULE: MICROINVERTER: QTY: QTY: ROOF TYPE:NO. OF STORIES: TOTAL ATTACHMENT COUNT: TOTAL ROOF AREA: TOTAL % OF ROOF COVERED BY SOLAR: TOTAL ARRAY AREA: COMP SHINGLE 1 - STORY 50 1497 sq.ft. 23% 350 sq.ft. WAAREE ENERGIES LIMITED WSMDI-400 ENPHASE IQ7HS-66-M-US [240] 16 16 M UTILITY METER AND MAIN SERVICE PANEL PVA-1 NOTE: 1. FIELD ADJUSTMENTS OF FEWER THAN 6 MAY BE ALLOWED BASED ON SITE CONDITIONS AND MEASUREMENTS. ROOF AREA (ft2)307 350 338 138 ELECTRICAL SERVICE WEATHER HEAD SEALED FOR ATTACHMENTS AND EXISTING FRAMING ONLY exp: 06/25 Steven Procter Digitally signed by Steven Procter Date: 2023.08.25 09:47:13 -05'00' 2105 N Poinsettia St08/28/23 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.) ROOF 1 14°Comp Shingle Unirac FlashLoc 1 2x6 Rafter @ 24" OC 15'Fully Staggered 48"16" ROOF 2 14°Comp Shingle Unirac FlashLoc 1 2x6 Rafter @ 24" OC 15'Fully Staggered 48"16" ROOF 3 14°Comp Shingle Unirac FlashLoc 1 2x6 Rafter @ 24" OC 'Fully Staggered 48"16" Roof 4 14°Comp Shingle Unirac FlashLoc 1 2x6 Rafter @ 24" OC 10')XOO\6WDJJHUHG "" -------------------- -------------------- INVISIMOUNT RAIL PV MODULE 5"MAX 2"MI N EXTERNAL LOAD BEARING WALL A T T I C INVISIMOUNT RAIL PV MODULE 5"MAX 2"MI N EXTERNAL LOAD BEARING WALL A T T I C INVISIMOUNT RAIL PV MODULE 5"MAX 2"MI N EXTERNAL LOAD BEARING WALL A T T I C INVISIMOUNT RAIL PV MODULE 5"MA X 2"MI N EXTERNAL LOAD BEARING WALL A T T I C STRUCTURAL FRAMING SIDE DETAIL STRUCTURAL FRAMING SIDE DETAIL STRUCTURAL FRAMING SIDE DETAIL STRUCTURAL FRAMING SIDE DETAIL Roof 1 Roof 2 Roof 3 Roof 4 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 KR I S T I N K A R T U N E N 21 0 5 P O I N S E T T I A S T R E E T N O R T H SA N T A A N A , C A L I F O R N I A 9 2 7 0 6 RP-433822 6. 4 0 k W 06-06-2023 E. Sedgwig Cunanan EZEQUIEL SEDGWIG CUNANAN 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: 2023.08.23 10:13:43 -05'00' 2105 N Poinsettia St08/28/23