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Home My WebLink About1522 N Eastside Ave - Plan36 6 2 5 K E V I N R D . S T E . 1 4 7 / 1 4 8 WI L D O M A R , C A 9 2 5 9 5 95 1 - 6 9 6 - 9 4 0 0 CH A R L E S M O R R I S O N Li c . N o . 1 0 9 3 1 5 2 Sheet: Title: Project #: Date/Time: CUSTOMER: GENERAL NOTES: PLAN DIRECTORY: ELECTRICAL NOTES: CONTRACTOR:PROJECT SCOPE: PRECIS SOLAR 36625 KEVIN RD. STE. 147/148 WILDOMAR, CA 92595 951-696-9400 CHARLES MORRISON Lic. No. 1093152 6/6/2023 10:41:31 AM TITLE SHEET Re b e c c a Be n n e t t 15 2 2 E a s t s i d e A v e n u e Sa n t a A n a , C A 9 2 7 0 1 T-01 0011 Rebecca Bennett 1522 Eastside Avenue Santa Ana, CA 92701 (909)435-1445 Rebecca Bennett (18) (18) 350 350 SHEET #SHEET NAME T-01 TITLE SHEET PV-01 SITE PLAN MD-01 MOUNTING DETAILS E-01 ELECTRICAL SINGLE LINE DP-1 PV SIGNAGE SOLAR INSTALLATION WILL ABIDE BY THE FOLLOWING: OCCUPANCY GROUP R3, CONTRUCTION TYPE VB. THE PROJECT CONSISTS OF: SUNPOWER SPR-X21- -BLK-E-AC SOLAR MODULES SUNPOWER SPR-X21- -BLK-E-AC MICRO INVERTERS 1. PHOTOVOLTAIC SOLAR MODULES UL 1703; INVERTERS: UL 1741, PHOTOVOLTAIC MODULES ARE TO BE CONSIDERED NON-COMBUSTABLE. 2. CONTRACTOR SHALL BE PRESENT DURING ALL INSPECTIONS 3. ALL CONSTRUCTION SHALL COMPLY WITH THE 2022 EDITION OF THE CALIFORNIA TITLE 24, INCLUDING BUT NOT LIMITED TO RESIDENTIAL CODE SECTIONS R324,R909 AND R918; 2022 CBC, CRC, CEBC, CMC, CPC, CEC, 2022 CFC 4. ALL MODULE AND RACKING GROUNDING LUGS SHALL BE UL 567 APPROVED (ILSCO GBL-4DBT) 5.NO SHEET METAL OR TEC SCREWS SHALL BE USED TO GROUND DISCONNECT ENCLOSURES WITH TIN-PLATED ALUMINUM LUGS; PROPER GROUNDING/GROUND BAR KITS WILL BE USED. 6.FERROUS METAL RACEWAYS ENCLOSING GEC CONDUCTORS SHALL BE ELECTRICALLY CONTINUOUS OR BONDED 7.THE ROOF ACCESS POINT REQUIRING A LADDER SHALL NOT BE LOCATED OVER A WINDOW, DOOR OR LOCATED WHERE IT CONFLICTS WITH OVERHEAD OBSTRUCTIONS SUCH AS TREE LIMBS, WIRES OR SIGNS 8.A LADDER SHALL BE PROVIDED AND SECURED TO THE STRUCTURE AT THE APPROVED ROOF ACCESS POINT PER NOTE 7. ABOVE WITH A CAL OSHA APPROVED DEVICE DURING ALL INSPECTIONS 9. EXISTING ROOF AND PLUMBING VENTS SHALL NOT BE OBSTRUCTED BY ARRAY INSTALLATION. PLUMBING VENTS ARE REQUIRED TO BE RE-ROUTED THROUGH ATTIC SPACE AND TERMINATE A MINIMUM OF 6 INCHES ABOVE THE ROOF LINE 10. SMOKE ALARMS TO BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA, IN EACH ROOM FOR SLEEPING PURPOSES, IN EACH STORY, INCLUDING BASEMENT CARBON MONOXIDE DETECTORS TO BE INSTALLED AS COMBINATION UNITS WITH SMOKE DETECTORS IN ALL REQUIRED LOCATIONS 11. THE BACKFED PV BREAKER(S) AT THE MAIN PANEL WILL BE INSTALLED AT THE OPPOSITE END OF THE BUS BAR FROM THE MAIN BREAKER AND A PERMANENT WARNING LABEL WITH THE FOLLOWING MARKING WILL BE PROVIDED ADJACENT TO THE PV BREAKER(S):"WARNING -POWER SOURCE OUTPUT CONNECTION. DO NOT RELOCATE THIS OVERCURRENT DEVICE." 1.ALL DISCONNECT SWITCHES SHALL BE WIRED SUCH THAT THE LINE SIDE WILL HAVE LIVE CONDUCTORS WHEN THE SWITCH IS ON THE OPEN POSITION. 2.MARKING OF THE PV SYSTEM DISCONNECT SHALL BE IN ACCORDANCE WITH CEC. MARKING OF THE INTERACTIVE SYSTEM POINT OF CONNECTION SHALL BE IN ACCORDANCE WITH CEC 3. ALL EXTERIOR CONDUIT, FITTINGS AND BOXES SHALL BE RAIN TIGHT AND APPROVED FOR USE IN A WET LOCATION. 4. PV EQUIPTMENT, SYSTEMS AND ALL ASSOCIATED WIRING AND INTERCONNECTIONS SHALL ONLY BE INSTALLED BY QUALIFIED PERSONS 5.PHOTOVOLTAIC SYSTEM CONDUCTORS SHALL BE IDENTIFIED AND GROUPED. THE MEANS OF IDENTIFICATION SHALL BE PERMITTED BY SEPARATE COLOR CODING, MARKING TAPE, TAGGING OR OTHER APPROVED MEANS 6.WHERE A UFER CANNOT BE VERIFIED OR IS NOT PRESENT, A GROUNDING ELECTRODE SYSTEM SHALL BE INSTALLED 7. ROOF MOUNTED CONDUITS AND RACEWAYS SHALL BE 7/8TH INCH OFF OF THE ROOF DECK OR THE STIPULATIONS OF 310.15(B)(2) SHALL APPLY 8.PV MODULES ARE CLASS A FIRE RATED AND ALL EQUIPMENT SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL) 9.ALL EQUIPMENT IS TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS PHOTOVOLTAIC INSTALLATION 6.300 kWpDC / 5.670 kWpAC DESIGN BY: Charles Morrison - B, C10 #1093152 www. Loyd W Martin .com Solar Structures Engineering #2023-4335 Structural Only July 29, 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. Bldg# 101116595 Elec# 20180944 Issued 09/11/23 1522 N Eastside Ave 09/12/23 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 • Design in landscape and portrait with up to 8ʼ rail span • Pre-drilled rails and rail splice • Rails enable easy obstacle management Customer-Preferred Aesthetics • Best-in-class system aesthetics • Black anodized components • Low-proﬁle mid clamps and capped, ﬂush end clamps Part of Superior System • Best-in-class system reliability and aesthetics • Optional rooftop transition ﬂashing, rail- mounted J-box, and wire management rail clips • Combine with SunPower modules and mySunPower® monitoring app sunpower.com Elegant Simplicity SunPower® InvisiMount™ is a SunPower-designed rail-based mounting system. The InvisiMount system addresses residential sloped roofs and combines faster installation time, design ﬂexibility, and superior aesthetics. Classic InvisiMount is speciﬁcally envisioned and engineered to pair with SunPower modules; Universal InvisiMount is compatible with a wide range of modules. The resulting system-level approach ampliﬁes the installation and aesthetic beneﬁts—for homeowners and for installers. Datasheet 1522 N Eastside Ave09/12/23 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 −40°C to 90°C (−40°F to 194°F) Roof Attachment Hardware Warranties Refer to roof attachment hardware manufacturer’s documentation. InvisiMount Warranties And Certiﬁcations Warranties • 25-year product warranty • 5-year ﬁnish warranty Certiﬁcations • UL 2703 Listed • Class A Fire Rated © 2022 SunPower Corporation. All Rights Reserved. SUNPOWER, the SUNPOWER logo, EQUINOX, and INVISIMOUNT are trademarks or registered trademarks of SunPower Corporation. All other trademarks are the property of their respective owners. Speciﬁcations included in this datasheet are subject to change without notice. InvisiMount Components Mid Clamp End Clamp Rail and Rail SpliceGround Lug Assembly sunpower.com 509506 RevG 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 Professional Engineer (PE) must then stamp all calculations. If you have any questions please contact SunPower Technical Support at 1-855-977-7867. 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 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. 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 1522 N Eastside Ave09/12/23 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. 1522 N Eastside Ave09/12/23 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. 1522 N Eastside Ave09/12/23 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 1522 N Eastside Ave09/12/23 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 1522 N Eastside Ave09/12/23 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 ___oC 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) 1522 N Eastside Ave09/12/23 1522 N Eastside Ave09/12/23 1522 N Eastside Ave09/12/23 Structural Calculations for a Roof Mounted Solar Photovoltaic System for: Rebecca Bennett 1522 Eastside Ave Santa Ana, CA 92701 Applicable Codes: 2022 California Building Code, 2022 California Electric Code, 2022 California Mechanical Code, American Society of Civil Engineers Standard ASCE 7-16 Minimum Design Loads for Buildings and Other Structures, American Wood Council 2018 National Design Specification for Wood Construction, Local Municipal Code, and all other codes which are adopted by reference or enacted by law. Assumed Design Parameters: The existing structure has been built under a building permit and is in its original condition. The existing roof structure is capable of its code required live load and the ability of the roof structure to support live loads has not been substantially reduced by the age of the structure, termites or mold, or unauthorized modifications to the existing structure. Solar Energy Contractor shall make an inspection of the existing roof framing system prior to installation of the roof mounted solar energy system to verify that the existing roof is capable of supporting minimum roof live loads. Assumed Design Parameters: All 2x members are grade Douglas Fir #2 or better All 4X members are grade Douglas Fir #1 or better All Roof Connectors are Simpson Strong-Tie or Equal All Concrete Foundations are f'c = 2500 psi or stronger Sht # 1 of 7 2023-4335 Precis Solar Rebecca Bennett July 29, 2023 Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Original Structure was built to the Type-V Wood Framed Standards of the Applicable Building Code at the time of Construction. 1522 N Eastside Ave09/12/23 Note to Building Official: Based upon a review of the proposed plans I am confident that the existing roof framing system is capable of safely supporting the additional loads caused by the new solar photovoltaic energy system. The contractor shall field verify that the existing roof structure is in its original permited condition and verify that it can support the normal code required roof live loads. Attached in this package are several calculations showing that the roof members can support the additional weight of the solar array. Furthermore, an analysis of the solar array's support for wind forces and a seismic analysis of the existing structure are also included. Check Existing 2X4 Roof Trusses @ 24" O.C.: w = 30 psf x 2 ft. = 60 plf Total load on trusses = 60 plf x 17.6 ft. = 1,056 lbs Sht # 2 of 7 2023-4335 Precis Solar Rebecca Bennett July 29, 2023 Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com 5 :'/// 5 17.6' 1522 N Eastside Ave09/12/23 Check Existing 2X4 Roof Trusses @ 24" O.C.: Snow Load = 0 psf Dead Load = 14 psf Live Load = 16 psf WDL + LL = 30 psf x 2 ft. = 60 plf WDL = 14 psf x 2 ft. = 28 plf w = 30 psf x 2 ft. = 60 plf Total load on trusses = ( 60 plf x 6.6 ft ) + ( 28 plf x 11 ft ) + ( 4' x 2.75' x 3 psf x 4 ) = 836 lbs < 1,056 lbs OK OK. Per 2022 California Existing Building Code Section 503.3 Alterations Check attachment of Support to Existing Structure for Wind Uplift CHECK SOLAR STRUCTURE ATTACHMENTS PER ASCE 7-16 WIND LOADS ON BUILDING APPURTENANCES AND OTHER STRUCTURES Section 29.4.4 THEREFORE CHECK ATTACHMENT FOR TYPICAL CRITICAL LOAD WHICH IS THE EDGE ZONE - ZONE 2. NOTE: PER DEFINITION ON SHEETS 246 & 247 OF ASCE 7-16 EFFECTIVE WIND AREA: FOR ROOFTOP SOLAR ARRAYS, THE EFFECTIVE WIND AREA IN FIG. 29.4-7 IS EQUAL TO THE TRIBUTARY AREA FOR THE STRUCTURAL ELEMENT BEING CONSIDERED, EXCEPT THAT THE WIDTH OF THE EFFECTIVE WIND AREA NEED NOT BE LESS THAN ONE-THIRD ITS LENGTH. EFFECTIVE AREA = 15 SQ FT Sht # 3 of 7 2023-4335 Precis Solar Rebecca Bennett July 29, 2023 Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com % CHANGE =836 lbs - 1,056 lbs x 100 = -20.8% < 5% OK1,056 lbs Z //Z '/ 55 3 3 3 3 1522 N Eastside Ave09/12/23 Check attachment of Support to Existing Structure for Wind Uplift - Cont'd Tributary Area to Each Solar Mount = 4 ft. x 2.75 ft. = 11 sq. ft. ( Max ) Calculate Design Wind Pressure at each support (Wind Speed 130 mph Exposure C): p = q h (GC p )(γE )(γ a )Eq'n 29.4-7 ASCE 7-16 q h = 0.00256 K z K zt K d K e V2 Eq'n 26.10-1 ASCE 7-16 Note: K z = velocity pressure coefficient Section 29.10.1 ASCE 7-16 K z = 0.9 (Exposure C, Height = 20 ft or less) K zt = Topographical Factor = 1.0 K d = Wind Directionality Factor = 0.85 K e = Ground Elevation Factor = 1.0 V = 130 mph ; VASB = 101 mph q h = 0.00256 (0.9) (1.0) (0.85) (1.0) (101)² q h = 19.98 psf GC p = -2.0 (Zone 2 ; Effective Area = 15 sq. ft. ) γE = Exposure Factor = 1.5 γa = Solar Array Pressure Equalization Factor = 0.7 Fig. 29.4-8 ASCE 7-16 p = q h (GC p )( γE )( γa ) p = 19.98 psf (-2.0) (1.5) (0.7) = 42 psf Sht # 4 of 7 2023-4335 Precis Solar Rebecca Bennett July 29, 2023 Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com 1522 N Eastside Ave09/12/23 Check attachment of Support to Existing Structure for Wind Uplift - Cont'd Nominal (Unfactored) Uplift at each support = 42 psf x 11 sq. ft. = 462 lbs Note: Section 2.4.1 of ASCE 7-16, Basic Load Combinations for Allowable Stress Design. Note: Applicable Load Combination #5 (D + 0.6W) Design (Factored) Uplift at each support = 0.6 x 462 lbs = 277 lbs Load per lag screw = 277 lbs / 1 = 277 lbs Determine allowable load per 5/16" lag screw w/ 2.5" embedment into wood below according to the 2018 NDS. W ' = W x Cd x Ct Table 10.3.1 2018 NDS where W = 266 lbs / in. of embedment per Table 12.2a Cd = 1.6 per Table 2.3.2 of 2018 NDS Ct = 1.0 per Table 10.3.4 of 2018 NDS W' = 266 lbs/ in. x 2.5 in. x 1.6 x 1.0 = 1,064 lbs > 277 lbs OK Sht # 5 of 7 2023-4335 Precis Solar Rebecca Bennett July 29, 2023 Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Use Support connected to 2x Min. Roof Member w/ (1) 5/16" x 4.5" lag screws per connection minimum. 1522 N Eastside Ave09/12/23 Check Seismic load due to added dead load of photovoltaic system. Determine Seismic Weight of Existing Building: Effective Existing Seismic Weight Area of (E) Building = Approximately 1,400 Sq. ft Approximate Effective = 1,400 sq. ft. x 30 psf ave. = 42,000 LBS Seismic Weight DETERMINE BASE SHEAR V = Cs W EQ'N 12.8-1 ASCE 7-16 EQ'N 12.8-2 ASCE 7-16 R = THE RESPONSE MODIFICATION FACTOR IN TABLE 12.2-1 R = 6.5 WOOD SHEAR WALLS Ie = 1.0 IMPORTANCE FACTOR SDS = 2/3 x SMS SMS = FA x SS SMS = 1.2 x 1.5 = 1.8 SDS = 2/3 x 1.8 = 1.2 Cs == 0.185 EQ'N 12.8-2 ASCE 7-16 Sht # 6 of 7 2023-4335 Precis Solar Rebecca Bennett July 29, 2023 Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 Tel:1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Cs = SDS R Ie SDS R Ie 1522 N Eastside Ave09/12/23 EXISTING BASE SHEAR V = 0.185 x 42,000 LBS = 7,770 LBS DETERMINE NEW BASE SHEAR Determine Seismic Weight of Building with Solar Array: EXISTING SEISMIC = 42,000 LBS WEIGHT NEW SOLAR ARRAY = 3 PSF x 18 PANELS x 5.5' x 3.3' = 981 LBS NEW SEISMIC = 42,000 LBS + 981 LBS = 42,981 LBS WEIGHT THEREFORE NEW BASE SHEAR: V = 0.185 x 42,981 = 7,952 LBS EQ'N 12.8-1 ASCE 7-16 OK. PER ASCE 7-16 SECTION 11B.4 ALTERATIONS EXISTING LATERAL FORCE RESISTING SYSTEM IS EXEMPT FROM ANALYSIS SINCE NEW SEISMIC FORCE IS LESS THAN 10% GREATER THAN EXISTING SEISMIC FORCE Sht # 7 of 7 2023-4335 Precis Solar Rebecca Bennett July 29, 2023 Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 Tel:1.310.464.1804 "Alterations may be made to any structure without requiring the existing structure to comply with this standard, provided that the alterations comply with the requirements for a new structure. Alterations that increase the seismic force in any existing structural element by more than 10% or decrease the design strength of any existing structural element to resist seismic forces by more than 10% shall not be permitted unless the entire seismic force-resisting system is determined to comply with this standard for a new structure." End of Calculations Email: loydwmartin@gmail.com www.loydwmartin.com % CHANGE =7,952 LBS - 7,770 LBS x 100 = 2.3 % < 10 % OK 7,770 LBS 1522 N Eastside Ave09/12/23 To Whom it may concern, I, Rebecca Bennett , hereby authorize Sunpower By Precis Solar CSLB# 1093152 36625 Kevin Rd. STE 147 Wildomar, CA 92595 To obtain necessary permits and install PV Solar Equipment (18 Modules, 18 Microinverters, 6.3 kwDC, 5.67kwAC) for my property located at 1522 Eastside Avenue Santa Ana, CA 92701 Sincerely, Property Owner DocuSign Envelope ID: 7269CC78-A8F0-4191-818D-BABABA22B240 8/17/2023 1522 N Eastside Ave09/12/23 MIN3' C LR EX. SFD LADDER ACCESS PER CFC TOTAL ROOF AREA: 2,434 Sq.Ft. TOTAL PV AREA: 326 Sq.Ft. PV ARRAY < 33% OF ROOF AREA FIRE SPRINKLER SYSTEM: NO .: 18" RIDGE SETBACK IS OK Ex. P a t io Ex. Driv ew a y Eastsi de Avenue 1 2 3 4 5 MIN3' CLR MIN 3' CLR MI N 3 ' C L R MI N 3' CLR MIN 3' CLR 36 6 2 5 K E V I N R D . S T E . 1 4 7 / 1 4 8 WI L D O M A R , C A 9 2 5 9 5 95 1 - 6 9 6 - 9 4 0 0 CH A R L E S M O R R I S O N Li c . N o . 1 0 9 3 1 5 2 Sheet: Title: Project #: Date/Time: 6/6/2023 10:41:32 AM SITE PLAN Re b e c c a Be n n e t t 1 5 2 2 E a s t s i d e A v e n u e Sa n t a An a , C A 9 2 7 0 1 PV-01 0011 IMPORTANT NOTES: KEY NOTES 1. EXISTING UTILITY SERVICE PANEL AND RAPID SHUTDOWN COMPLIANT DISCONNECT * WILL ABIDE BY WORKING CLEARANCES PER CEC 110.26(A)(1) 2. PROPOSED LOCATION OF SOLAR LOAD CENTER * WILL ABIDE BY WORKING CLEARANCES PER CEC 110.26(A)(1) 3. PROPOSED LOCATION OF INVERTER(S) 4. PROPOSED LOCATION OF CONDUIT 5. PROPOSED LOCATION OF JUNCTION BOX (UNDER PANEL) A. ALL EXPOSED ROOF WIRING SHALL BE PV WIRE TYPE RATED FOR (90⁰C) WET CONDITIONS. OTHER OUTDOOR WIRING SHALL BE COPPER THWN-2 TYPE RATED FOR (90⁰C) APPLICATIONS IN EMT CONDUIT. B.ALL COMPONENTS ARE UL LISTED AND CEC CERTIFIED WHERE WARRANTED. C.THE SOLAR PV SYSTEM WILL BE INSTALLED IN ACCORDANCE WITH ARTICLE 690 OF THE 2022 CEC AND 2022 CBC. D.WHERE METALLIC CONDUIT CONTAINING DC CONDUCTORS IS USED INSIDE THE BUILDING, IT SHALL BE IDENTIFIED AS CAUTION: SOLAR CIRCUIT EVERY 5 FEET. E.A DC DISCONNECTING MEANS SHALL BE INSTALLED AT A READILY ACCESSIBLE LOCATION EITHER OUTSIDE OF A BUILDING OR STRUCTURE OR INSIDE NEAREST TO THE POINT OF ENTRANCE OF THE SYSTEM CONDUCTORS AS PER SECTION 690-14 OF THE CEC. F.HEIGHT OF THE INTEGRATED AC/DC DISCONNECT SHALL NOT EXCEED 6-7 PER NEC 240.24 G.WORKING CLEARANCE AROUND THE EXISTING ELECTRICAL EQUIPMENT AS WELL AS THE NEW ELECTRICAL EQUIPMENT WILL BE IN ACCORDANCE WITH NEC 1010.26. H.WHERE DC CONDUCTORS ARE RUN INSIDE THE BUILDING (OR ATTIC), THEY SHALL BE CONTAINED IN A METAL RACEWAY. (NEC 690.31 E) I. WIRE NUTS ARE NOT ALLOWED ANYWHERE IN THE PV SYSTEM PER INSTALLATION GUIDE AND CEC SECTION 110.3[8]. J. AS PER 705.10 "A PERMANENT PLAQUE OR DIRECTORY, DENOTING ALL ELECTRIC POWER SOURCES ON THE PREMISES, SHALL BE INSTALLED AT EACH SERVICE EQUIPMENT LOCATION AND AT LOCATIONS OF ALL ELECTRIC POWER PRODUCTION SOURCES CAPABLE OF BEING INTERCONNECTED." K. THE GEC/EGC SHALL BE CONTINOUS, OR WHEN SPLICED, THE SPLICE SHALL BE MADE BY IRREVERSIBLE CRIMP. L. INTERIOR CONDUIT TO BE RAN A MIN 18" BELOW ROOF DECKING. M. ALL CONDUITS AND EQUIPMENT SHALL BE PAINTED TO MATCH THE EXISTING BACKGROUND MATERIAL COLOR OF THEIR LOCATION. N. MODULES AND RACKING ARE IN ACCORDANCE WITH UL 1703. (CRC R902.4) DESIGN BY: Charles Morrison - C10 #1093152 www. Loyd W Martin .com Solar Structures Engineering #2023-4335 Structural Only July 29, 2023 NOTE: Engineer of Record assumes that all structural components of the existing building were permitted and met the requirements of the Building Code at the time of construction. Solar Contractor shall field verify that the roof framing is in its existing permitted condition and capable of supporting required live loads. Framing specified on solar plans shall be assumed to be minimum size and spacing, actual framing may be different. 1522 N Eastside Ave09/12/23 LAG INFO: STAINLESS STEEL LENGTH: 4.5" DEPTH:3.5" MIN DIA: 5/16" # PER STANDOFF: 1 4 3" MIN -6" MAX LAG INFO: LENGTH: 4.5" DEPTH:2.5" MIN DIA: 5/16" # PER STANDOFF: 1 Standard Wood Construction 2 x 4 Trusses @ 24" On Center RAIL OVERHANG SHALL BE NO GREATER THAN 2-FT AT EDGE OF THE ARRAY 36 6 2 5 K E V I N R D . S T E . 1 4 7 / 1 4 8 WI L D O M A R , C A 9 2 5 9 5 95 1 - 6 9 6 - 9 4 0 0 CH A R L E S M O R R I S O N Li c . N o . 1 0 9 3 1 5 2 Sheet: Title: Project #: Date/Time: 6/6/2023 10:41:32 AM MOUNTING DETAILS Re b e c c a Be n n e t t 1 5 2 2 E a s t s i d e A v e n u e Sa n t a An a , C A 9 2 7 0 1 MD-01 0011 DESIGN CRITERIA AND ATTACHMENT NOTES 1. SIZED FOR WIND LOADS UP TO 130MPH, EXPOSURE C 2.ROOF PENETRATIONS ARE SEALED WITH POLYURETHANE SEALANT. 3.SEE ATTACHED MANUFACTURER SPEC'S FOR SPACING AND BOLT SIZE REQUIREMENTS. 4. ANCHORS WILL BE INSTALLED MAXIMUM 48" ON CENTER. 5. ROOF TYPE: 1 Story / Comp Shingle / Single Layer ROOF TILT: 34 Degrees / 8:12 AZIMUTH: 302 Degrees 1. ATTACHMENT DETAIL 3. MODULE ATTACHMENT DETAIL 2. RAIL AND STAND-OFF DETAIL DESIGN BY: Charles Morrison - C10 #1093152 www. Loyd W Martin .com Solar Structures Engineering #2023-4335 Structural Only July 29, 2023 1522 N Eastside Ave09/12/23 (12)NEW SOLAR MODULES Existing 200A (BUSBAR) x 120% = 240A 200A (EXISTING CENTER FED MAIN BREAKER) + A (SOLAR) = 230A PROPOSED A CIRCUIT BREAKER TO BE INSTALLED AT FURTHEST END OF BUS BAR FROM MAIN BREAKER 60A AC DISCONNECT NOT FUSIBLE. "KNIFE-BLADE TYPE" LOCATED MAX 10-FT FROM UTILITY METER ON OFF NEUTRAL GROUND EXISTING UFER 120/240v (6)NEW SOLAR MODULES 125A, 1PH, 3W, N3R SOLAR ONLY UL LISTED LOAD CENTER (2)X 20A/2P BREAKER (PV) (1)X 15A/2P BREAKER (MONITOR) SOLAR LOAD CENTER SOLAR MONITORING PV BREAKER TO BE LABELED AS AC DISCONNECTING MEANS (3)CONDUCTORS ARE THWN-2 #14 AWG IN 3/4" EMT 1 25 6 WEATHERPROOF JUNCTION BOX TOTAL LOAD FOR EQUIPMENT: WIRE GAUGE: 90C WIRE AMPACITY: TEMP IN DEG F: TEMPATURE MULTIPLIER:# OF CCC: TRUNK CABLE TO J-BOX. NEC 310.15 COND. MULTIPLIER: NEC 310.15(B) DERATED CONDUCTOR AMPACITY: THWN-2: J-BOX TO LOAD CENTER 136.0 136.0 0.71 0.71 FREE AIR 1.00 0.80 #10 #10 40.00 40.00 28.40 22.72 15.72 X X = X X = CONDUCTORS ARE IN SINGLE CONDUIT AT EACH LOCATION VOLTAGE DROP IS DESIGNED TO BE LESS THAN 2% THWN-2: BATTERY TO LOAD CENTER 96.0 .91 3 1.00 #10 40.00 36.40 X X = 30.00 THWN-2: LOAD CENTER TO GATEWAY 96.0 .91 3 1.00#4 95.00 86.45 X X = 80.00 THWN-2: GATEWAY TO AC DISCO. (IF APPLICABLE)96.0 .9131.00#4 95.00 86.45X X = THWN-2: TO SERVICE 96.0 .9131.00#4 95.00 86.45X X = 1 2 3 4 5 6 CONDUIT EGC SIZEWIRE TYPE #6 BARE COPPER #10 #10 #8 #8 #8 FREE AIR 3/4" FMC in attic; EMT where exposed 3/4" EMT 1" EMT 1" EMT 1" EMT .91 1.00 75.00 68.25THWN-2: LOAD CENTER TO AC DISCO. (IF APPLICABLE) 96.0 .91 3 1.00 75.00 THWN-2: TO SERVICE #8 3/4" EMT 96.033/4" EMT#6 #8 68.25 #6 ----------------------------------------------------------------- ----------------------------------------------------------------- ------------------------------------------------ ---------- ---------- ---------- ---------- ---------- --------------- ---------- ----------------------- ---------- -------------------- -------------------- ---------- ---------- 4 15.72 36 6 2 5 K E V I N R D . S T E . 1 4 7 / 1 4 8 WI L D O M A R , C A 9 2 5 9 5 95 1 - 6 9 6 - 9 4 0 0 CH A R L E S M O R R I S O N Li c . N o . 1 0 9 3 1 5 2 Sheet: Title: Project #: Date/Time: 6/6/2023 10:41:33 AM ELECTRICAL SINGLE LINE Re b e c c a Be n n e t t 15 2 2 E a s t s i d e A v e n u e Sa n t a A n a , C A 9 2 7 0 1 E-01 0011 (18) (18) 350 350 30 30 30.00 30.00 1. PV SYSTEM IS USING INTEGRATED GROUNDING (SEE ATTACHED UL LISTING/ COMPATIBILITY VERIFICATION). 2. AUXILIARY GROUND TO BE BONDED TO PREMISE WIRING ELECTRODE. 3.EXISTING UFER GROUND SHALL BE INSPECTED BY CONTRACTOR TO SEE IF IT'S FIRM AND IN PLACE. 4. FMC INSTALLED IN WALL SHALL BE PROTECTED FROM IMPACT DAMAGE 5. AMPACITY CALCULATIONS ARE BASED ON 240V AC SYSTEM. 6. AC CONDUCTORS TO BE USED AS ROOF TOP DISCONNECTS WIRE DERATE CALCULATIONS AND AMPACITY CALCULATIONS THE PROJECT CONSISTS OF: SUNPOWER SPR-X21- -BLK-E-AC SOLAR MODULES SUNPOWER SPR-X21- -BLK-E-AC MICRO INVERTERS ELECTRICAL NOTES INTEGRATED GROUNDING SUNPOWER RAIL- MOUNTED JUNCTION BOX 530167 INTEGRATED GROUNDING TO INVISIMOUNT RAIL ************ SEE MANUFACTURER SPECIFICATION AND UL LISTINGS ************* DESIGN BY: Charles Morrison - C10 #1093152 1522 N Eastside Ave09/12/23 36 6 2 5 K E V I N R D . S T E . 1 4 7 / 1 4 8 WI L D O M A R , C A 9 2 5 9 5 95 1 - 6 9 6 - 9 4 0 0 CH A R L E S M O R R I S O N Li c . N o . 1 0 9 3 1 5 2 Sheet: Title: Project #: Date/Time: 6/6/2023 10:41:33 AM PV SIGNAGE Re b e c c a Be n n e t t 1 5 2 2 E a s t s i d e A v e n u e Sa n t a An a , C A 9 2 7 0 1 DP-01 0011 23.58 23.58 CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: YOU ARE HERE: -UTILITY METER -A/C DISCONNECT -SOLAR LOAD CENTER -SOLAR MONITORING N Precis Solar 951-696-94001522 Eastside Ave 240 LOCATED ON ROOF: -SOLAR MODULES -MICRO INVERTERS 240 Pursuant to CEC 690 "Permanent signage to be red with white letters" DESIGN BY: Charles Morrison - C10 #1093152 1522 N Eastside Ave09/12/23 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. 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? 2. Will the PV system be installed on a roof having only one roofing layer with no overlays? 3. 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? 4. Will the PV system weigh maximum 4 pounds per square feet or less? 5. Will the PV system be installed where the modules do not overhang any roof edges (such as eaves, gabled ends, ridges and hips)? 6. Will the PV system be installed with a space of 2” minimum to 10” maximum between the underside of modules and the surface of the roof? 7.Will the PV system be installed without using any ballast system or counter-weight system? 8.Will the anchors be installed with a maximum horizontal anchor spacing of 6 feet and is this maximum horizontal spacing shown on the plans? 9. 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? 10.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 1522 Eastside Ave. Santa Ana, CA 92701 Precis Solar / Charles Morrison 1093152 x x x x x x x x Charles Morrison 8/8/2023909 435 1445 permits@precissolar.com 1522 N Eastside Ave09/12/23 Datasheet X-Series: X21-350-BLK | X21-335-BLK | X20-327-BLK SunPower ®Residential AC Module Built specifically for use with the SunPower Equinox™ system, the only fully integrated solution designed, engineered and warranted by one manufacturer. Maximum Power. Minimalist Design. Industry-leading efficiency means more power and savings per available space. With fewer modules required and hidden microinverters, less is truly more. Highest Lifetime Energy and Savings. Designed to deliver 60% more energy over 25 years in real-world conditions like partial shade and high temperatures.1 150% 140% 130% 120% 110% 100% 90% 80% 70% 60% 0 5 10 15 20 25 Years of operation Up to 60% more lifetime energy Best Reliability. Best Warranty. With more than 25 million modules deployed around the world, SunPower technology is proven to last. That’s why we stand behind our module and microinverter with the industry’s best 25-year Combined Power and Product Warranty, including the highest Power Warranty in solar. 100% 98% 96% 94% 92% 90% 88% 86% 84% 82% 80% 0 5 10 15 20 25 Years of operation 12% more power in year 25 E-Series and X-Series And Better. The SunPower® Maxeon® Solar Cell • Enables highest-efficiency modules available. 2 • Unmatched reliability 3 • Patented solid metal foundation prevents breakage and corrosion Factory-integrated Microinverter • Simpler, faster installation • Integrated wire management, rapid shutdown • Engineered and calibrated by SunPower for SunPower modules Wa r r a n t e d m o d u l e p o w e r 25 - ye a r e ne r g y yie l d pe r W 1522 N Eastside Ave09/12/23 sunpower.com X-Series: X21-350-BLK | X21-335-BLK | X20-327-BLK SunPower® Residential AC Module AC Electrical Data Inverter Model: Enphase IQ 7XS (IQ7XS-96-ACM-US)@240 VAC @208 VAC Peak Output Power 320 VA 320 VA Max. Continuous Output Power 315 VA 315 VA Nom. (L–L) Voltage/Range2 (V)240 / 211–264 208 / 183–229 Max. Continuous Output Current (A)1.31 1.51 Max. Units per 20 A (LL) Branch Circuit3 12 (single phase) 10 (two pole) wye CEC Weighted Efficiency 97.5% 97.0% Nom. Frequency 60 Hz Extended Frequency Range 47–68 Hz AC Short Circuit Fault Current Over 3 Cycles 5.8 A rms Overvoltage Class AC Port III AC Port Backfeed Current 18 mA Power Factor Setting 1.0 Power Factor (adjustable) 0.7 lead. / 0.7 lag. No active phase balancing for three-phase installations 1 SunPower 360 W compared to a conventional module on same-sized arrays (260 W, 16% efficient, approx. 1.6 m2), 4% more energy per watt (based on third-party module characterization and PVSim), 0.75%/yr slower degradation (Campeau, Z. et al. “SunPower Module Degradation Rate,” SunPower white paper, 2013). 2 Based on search of datasheet values from websites of top 10 manufacturers per IHS, as of January 2017. 3 #1 rank in “Fraunhofer PV Durability Initiative for Solar Modules: Part 3.” PVTech Power Magazine, 2015. Campeau, Z. et al. “SunPower Module Degradation Rate,” SunPower white paper, 2013. 4 Factory set to 1547a-2014 default settings. CA Rule 21 default settings profile set during commissioning. See the Equinox Installation Guide #518101 for more information. 5 Standard Test Conditions (1000 W/m² irradiance, AM 1.5, 25°C). NREL calibration standard: SOMS current, LACCS FF and voltage. All DC voltage is fully contained within the module. 6 This product is UL Listed as PVRSE and conforms with NEC 2014 and NEC 2017 690.12; and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems, for AC and DC conductors; when installed according to manufacturer’s instructions. See www.sunpower.com/facts for more reference information. For more details, see extended datasheet www.sunpower.com/datasheets Specifications included in this datasheet are subject to change without notice. ©2018 SunPower Corporation. All Rights Reserved. SUNPOWER, the SUNPOWER logo and MAXEON are registered trademarks of SunPower Corporation in the U.S. and other countries as well. 1-800-SUNPOWER.Please read the Safety and Installation Instructions for details. 531946 RevA DC Power Data X21-350-BLK-E-AC X21-335-BLK-E-AC X20-327-BLK-E-AC Nom. Power 5 (Pnom) 350 W 335 W 327 W Power Tol. +5/−0% +5/−0% +5/−0% Module Efficiency 21.5% 21.0% 20.4% Temp. Coef. (Power) −0.29%/°C −0.29%/°C −0.29%/°C Shade Tol. • Three bypass diodes • Integrated module-level maximum power point tracking Tested Operating Conditions Operating Temp.−40°F to +185°F (−40°C to +85°C) Max. Ambient Temp. 122°F (50°C) Max. Load Wind: 62 psf, 3000 Pa, 305 kg/m² front & back Snow: 125 psf, 6000 Pa, 611 kg/m² front Impact Resistance 1 inch (25 mm) diameter hail at 52 mph (23 m/s) Mechanical Data Solar Cells 96 Monocrystalline Maxeon Gen III Front Glass High-transmission tempered glass with anti-reflective coating Environmental Rating Outdoor rated Frame Class 1 black anodized (highest AAMA rating) Weight 42.9 lbs (18.5 kg) Recommended Max. Module Spacing 1.3 in. (33 mm) Warranties, Certifications, and Compliance Warranties • 25-year limited power warranty • 25-year limited product warranty Certifications and Compliance • UL 1703 • UL 1741 / IEEE-1547 • UL 1741 AC Module (Type 2 fire rated) • UL 62109-1 / IEC 62109-2 • FCC Part 15 Class B • ICES-0003 Class B • CAN/CSA-C22.2 NO. 107.1-01 • CA Rule 21 (UL 1741 SA)4 (includes Volt/Var and Reactive Power Priority) • UL Listed PV Rapid Shutdown Equipment6 Enables installation in accordance with: • NEC 690.6 (AC module) • NEC 690.12 Rapid Shutdown (inside and outside the array) • NEC 690.15 AC Connectors, 690.33(A)–(E)(1) When used with InvisiMount racking and InvisiMount accessories (UL 2703): • Module grounding and bonding through InvisiMount • Class A fire rated When used with AC module Q Cables and accessories (UL 6703 and UL 2238)6 : • Rated for load break disconnect PID Test Potential-induced degradation free 1522 N Eastside Ave09/12/23 C E RTIFIC ATE O F C O M PLIANC E Certificate Number 20161112-E479127 Report Reference E479127-20150916 Issue Date 2016-NOVEMBER-12 Bruce Mahrenholz, Director North American Certification Program UL LLC Any information and documentation involving UL Mark services are provided on behalf of UL LLC (UL) or any authorized licensee of UL. For questions, please contact a local UL Customer Service Representative at http://ul.com/aboutul/locations/ Page 1 of 2 Issued to: SUNPOWER CORP 77 RIO ROBLES SAN JOSE CA 95134-1859 This is to certify that representative samples of COMPONENT - STATIC INVERTERS AND CONVERTERS FOR USE IN INDEPENDENT POWER SYSTEMS ; COMPONENT - PHOTOVOLTAIC RAPID SHUTDOWN SYSTEM EQUIPMENT See Addendum Page Have been investigated by UL in accordance with the Standard(s) indicated on this Certificate. Standard(s) for Safety: See Addendum Page Additional Information: See the UL Online Certifications Directory at www.ul.com/database for additional information Only those products bearing the UL Certification Mark should be considered as being covered by UL's Certification and Follow-Up Service. The UL Recognized Component Mark generally consists of the manufacturer’s identification and catalog number, model number or other product designation as spe cified under “Marking” for the particular Recognition as published in the appropriate UL Directory. As a supplementary means of identifying products that have been produced under UL’s Component Recognition Program, UL’s Recognized Component Mark: , may be used in conjunction with the required Recognized Marks. The Recognized Component Mark is required when specified in the UL Directory preceding the recognitions or under “Markings” for the individual recognitions. Recognized components are incomplete in certain constructional features or restricted in performance capabilities and are intended for use as components of complete equipment submitted for investigation rather than for direct separate installation in the field. The final acceptance of the component is dependent upon its installation and use in complete equipment submitted to UL LLC. Look for the UL Certification Mark on the product. 1522 N Eastside Ave09/12/23 C E RTIFIC ATE O F C O M PLIANC E Certificate Number 20161112-E479127 Report Reference E479127-20150916 Issue Date 2016-NOVEMBER-12 Bruce Mahrenholz, Director North American Certification Program UL LLC Any information and documentation involving UL Mark services are provided on behalf of UL LLC (UL) or any authorized licensee of UL. For questions, please contact a local UL Customer Service Representative at http://ul.com/aboutul/locations/ Page 2 of 2 This is to certify that representative samples of the product as specified on this certificate were tested according to the current UL requirements. Permanently-Connected, Utility Interactive, Split Phase Micro-Inverter, Model MI-C-320-US208/240-XX Where “XX” is one of the allowed options in the nomenclature section below inverter is intended for DC input from a single photovoltaic module The inverter is provided with transformer isolation between input and output. The inverter is also evaluated as PV Rapid Shutdown equipment with Line 1 and Line 2 AC output conductors evaluated as the controlled conductors. Actuation is provided by opening the AC conductors by a breaker or other disconnect device UL 1741 Inverters, Converters, Controllers and Interconnection System Equipment for use with Distributed Energy Resources UL 1741 CRD for Photovoltaic Rapid Shutdown Equipment CSA 22.2 No. 107.1-1, General Use Power Supplies 1522 N Eastside Ave09/12/23 C E RTIFIC ATE O F C O M PLIANC E Certificate Number 20150223-E466981 Report Reference E466981-20140903 Issue Date 2015-FEBRUARY-23 William R. Carney, Director, North American Certification Programs UL LLC Any information and documentation involving UL Mark services are provided on behalf of UL LLC (UL) or any authorized licensee of UL. For questions, please contact a local UL Customer Service Representative at www.ul.com/contactus Page 1 of 2 Issued to: SUNPOWER CORP 77 RIO ROBLES SAN JOSE CA 95134-1859 This is to certify that representative samples of MOUNTING SYSTEMS, MOUNTING DEVICES, CLAMPING DEVICES AND GROUND LUGS FOR USE WITH PHOTOVOLTAIC MODULES AND PANELS USL - InvisiMount Mounting and Bonding Systems for use with Photovoltaic Modules, consisting of the following components: L- Foot, Rail, Rail Splice, Mid Clamp, Ground Lug Assembly. These system components have also been evaluated for a Class A System Fire Classification for a steep-sloped roof with Type 2 modules. (See addendum page for additional information.) Have been investigated by UL in accordance with the Standard(s) indicated on this Certificate. Standard(s) for Safety:UL Subject 2703, The Outline of Investigation for Mounting Systems, Mounting Devices, Clamping/Retention Devices, and Ground Lugs for use with Flat-Plate Photovoltaic Modules and Panels Additional Information:See the UL Online Certifications Directory at www.ul.com/database for additional information Only those products bearing the UL Listing Mark should be considered as being covered by UL's Listing and Follow-Up Service. The UL Listing Mark generally includes the following elements: the symbol UL in a circle: with the word “LISTED”; a control number (may be alphanumeric) assigned by UL; and the product category name (product identifier) as indicated in the appropriate UL Directory. Look for the UL Listing Mark on the product. 1522 N Eastside Ave09/12/23 C E RTIFIC ATE O F C O M PLIANC E Certificate Number 20150223-E466981 Report Reference E466981-20140903 Issue Date 2015-FEBRUARY-23 William R. Carney, Director, North American Certification Programs UL LLC Any information and documentation involving UL Mark services are provided on behalf of UL LLC (UL) or any authorized licensee of UL. For questions, please contact a local UL Customer Service Representative at www.ul.com/contactus Page 2 of 2 This is to certify that representative samples of the product as specified on this certificate were tested according to the current UL requirements. Additional Information: InvisiMount achieved a system fire classification ‘A’ for a steep-sloped roof when tested in combination with Sunpower Corp: Models SPR-XYY-###, where YY represents numbers 18, 19, 20 or 21, and ### represents any number from 365 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. All models identified must have the Gen 5 frame and have a Type 2 module characterization. The system fire test method was in accordance to Standard for Safety for Flat-Plate Photovoltaic Modules and Panels, UL 1703, 3rd Edition, dated May 20, 2014. 1522 N Eastside Ave09/12/23 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 −35°C to 75°C (−31°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 • 3/4″ cord grip • Lay-in lug • 3/4″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. 1522 N Eastside Ave09/12/23 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 1522 N Eastside Ave09/12/23 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 even module spacing • Simple, pre-drilled rail splice • UL 2703 Listed integrated grounding Flexible Design • Addresses nearly all sloped residential roofs • Design in landscape and portrait • Rails enable easy obstacle management Customer-Preferred Aesthetics • #1 module and #1 mounting aesthetics • Best-in-class system aesthetics • Premium, low-proﬁle design • Black anodized components • Hidden mid clamps and end clamps hardware, and capped, ﬂush rails Part of Superior System • Built for use with SunPower DC and AC modules • Best-in-class system reliability and aesthetics • Combine with SunPower modules and monitoring app sunpower.com Elegant Simplicity SunPower® InvisiMount™ is a SunPower-designed rail-based mounting system. The InvisiMount system addresses residential sloped roofs and combines faster installation time, design ﬂexibility, and superior aesthetics. The InvisiMount product was speciﬁcally envisioned and engineered to pair with SunPower modules. The resulting system-level approach will amplify the aesthetic and installation beneﬁts for both homeowners and installers. 1522 N Eastside Ave09/12/23 SunPower® InvisiMount™ | Residential Mounting System InvisiMount Component Details Component Material Weight Mid Clamp Black oxide stainless steel AISI 304 63 g (2.2 oz) End Clamp Black anodized aluminum alloy 6063-T6 110 g (3.88 oz) Rail Black anodized aluminum alloy 6005-T6 830 g/m (9 oz/ft) Rail Splice Aluminum alloy 6005-T5 830 g/m (9 oz/ft) Ground Lug Assembly 304 stainless (A2-70 bolt; tin-plated copper lug)106.5 g/m (3.75 oz) End Cap Black acetal (POM) copolymer 10.4 g (0.37 oz) Roof Attachment Hardware Supported by InvisiMount System Design Tool Application • Composition Shingle Rafter Attachment • Composition Shingle Roof Decking Attachment • Curved and Flat Tile Roof Attachment • Universal Interface for Other Roof Attachments InvisiMount Operating Conditions Temperature −40° C to 90° C (−40° F to 194° F) Max. Load 2400 Pa uplift 5400 Pa downforce Roof Attachment Hardware Warranties Refer to roof attachment hardware manufacturer’s documentation InvisiMount Warranties And Certiﬁcations Warranties 25-year product warranty 5-year ﬁnish warranty Certiﬁcations UL 2703 Listed Class A ﬁre rating when distance between roof surface and bottom of SunPower module frame is ≤ 3.5” *Module frame that is compatible with the InvisiMount system required for hardware interoperability. © 2015 SunPower Corporation. All Rights Reserved. SUNPOWER, the SUNPOWER logo, and INVISIMOUNT are trademarks or registered trademarks of SunPower Corporation. All other trademarks are the property of their respective owners. Speciﬁcations included in this datasheet are subject to change without notice. InvisiMount Component Images Module* / Mid Clamp and Rail Mid Clamp End Clamp Rail & Rail Splice Ground Lug Assembly End Cap Module* / End Clamp and Rail sunpower.com Document #509506 Rev B 1522 N Eastside Ave09/12/23 XX X X X _ T B . D W G DR A W N B Y SH E E T 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 ) 5 4 0 - 0 5 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF THE SUNPOWER CORPORATION IS STRICTLY FORBIDDEN. REV QUOTE #DESCRIPTION DATE DB CB PR O J E C T DA T E D R A W N OP P O R T U N I T Y REVISIONS EN G I N E E R ' S S T A M P 1 " 0 12" IF B A R I S N O T O N E I N C H , D R A W I N G I S N O T T O S C A L E A. H O U L E M A R D INVISIMOUNT XX X X X X XX X X X ADDRESS CITY, STATE, ZIP /1 1 / 2 0 1 5 1 07/06/1 0 NB DA 2. 0 " ( 5 1 m m ) 3. 0 " ( 7 6 m m ) 1. 6 " ( 4 0 m m ) 1. 8 " ( 4 5 m m ) 12 9 " ( 3 2 8 0 m m ) 7. 9 " ( 2 0 0 m m ) 1. 6 " ( 4 0 m m ) 2. 0 " ( 5 3 m m ) 1. 6 " ( 4 1 m m ) 1. 4 " ( 3 6 m m ) 1. 8 " ( 4 5 m m ) 1. 6 " ( 4 0 m m ) 1. 4 " ( 3 9 m m ) 1. 6 5 " ( 4 2 m m ) 0. 7 5 " ( 1 9 m m ) M6 . 3 2. 6 " ( 6 5 . 5 0 m m ) 2. 0 " ( 4 9 m m ) SU N P O W E R P A R T # 5 1 0 0 8 4 IT E M # 1 R A I L SU N P O W E R P A R T # 5 0 6 6 0 5 8 IT E M # 4 MI D C L A M P IT E M # 7 L- F O O T SU N P O W E R P A R T # 5 0 9 2 2 6 SU N P O W E R P A R T # 5 0 8 2 0 8 IT E M # 2 SP L I C E A N D S P L I C E SC R E W S SU N P O W E R P A R T # 5 0 6 7 0 3 IT E M # 5 EN D C A P SU N P O W E R P A R T # 5 1 1 5 0 5 IT E M # 3 EN D C L A M P IT E M # 6 GR O U N D L U G SU N P O W E R P A R T # 5 1 0 0 8 9 UPDATED TEMPLATEFA 1 0 2 INVISIMOUNT FIELD ASSEMBLY DETAILS SHEET 2 1522 N Eastside Ave09/12/23 XX X X X _ T B . D W G DR A W N B Y SH E E T 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 ) 5 4 0 - 0 5 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF THE SUNPOWER CORPORATION IS STRICTLY FORBIDDEN. REV QUOTE #DESCRIPTION DATE DB CB PR O J E C T DA T E D R A W N OP P O R T U N I T Y REVISIONS EN G I N E E R ' S S T A M P 1 " 0 1 2" IF B A R I S N O T O N E I N C H , D R A W I N G I S N O T T O S C A L E A. H O U L E M A R D INVISIMOUNT XX X X X X XX X X X ADDRESS CITY, STATE, ZIP 1 1 / 2 0 1 5 1 07/06/1 0 NB DA a a a a RO O F P E N E T R A T I O N S RA F T E R L O C A T I O N AR R A Y P E R I M E T E R RA I L L O C A T I O N RA I L L O C A T I O N RA I L L O C A T I O N RA I L L O C A T I O N ST E P 1 - I N S T A L L F L A S H I N G S , RO O F A T T A C H M E N T S , A N D RA I L S A. D E F I N E T H E I N S T A L L A T I O N ZO N E A N D M A R K I T F O R PE N E T R A T I O N S . B. R E F F E R I N G B O T H T O T H E FL A S H I N G A N D T O T H E AT T A C H M E N T MA N U F A C T U R E R ' S DO C U M E N T A T I O N : 1. I N S T A L L A L L O F T H E FL A S H I N G S 2. I N S T A L L A L L O F T H E RO O F A T T A C H M E N T S C. A T T A C H A N L - F O O T T O EA C H O F T H E R O O F AT T A C H M E N T S A C C O R D I N G TO T H E A T T A C H M E N T MA N U F A C T U R E R ' S DO C U M E N T A T I O N . NO T E : R E F E R T O T H E DE S I G N T O O L F O R T H E AT T A C H M E N T S P A N . NO T E : D I M E N S I O N " a " S H A L L BE C A L C U L A T E D F R O M A S C E 7- 1 0 . M O D U L E S P L A C E D I N VA R I O U S R O O F Z O N E S M A Y RE Q U I R E D I F F E R E N T AT T A C H M E N T S P A N S DE P E N D I N G O N W I N D A N D SI T E C O N D I T I O N S . IN S T A L L E R S A R E RE S P O N S I B L E F O R ID E N T I F Y I N G V A R I O U S R O O F ZO N E S A N D A T T A C H M E N T SP A N S . S U N P O W E R IN V I S I M O U N T B O M T O O L C A N BE U S E D A S A G U I D E L I N E TO I D E N T I F Y T H E S E PA R A M E T E R S . INVISIMOUNT FIELD ASSEMBLY DETAILS SHEET 3 UPDATED TEMPLATEFA 1 0 3 1522 N Eastside Ave09/12/23 XX X X X _ T B . D W G DR A W N B Y SH E E T 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 ) 5 4 0 - 0 5 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF THE SUNPOWER CORPORATION IS STRICTLY FORBIDDEN. REV QUOTE #DESCRIPTION DATE DB CB PR O J E C T DA T E D R A W N OP P O R T U N I T Y REVISIONS EN G I N E E R ' S S T A M P 1 " 0 12" IF B A R I S N O T O N E I N C H , D R A W I N G I S N O T T O S C A L E A. H O U L E M A R D INVISIMOUNT XX X X X X XX X X X ADDRESS CITY, STATE, ZIP 1 1 / 2 0 1 5 1 07/06/1 0 NB DA SP L I C E RA I L SP L I C E S C R E W 1 2 SP L I C E S C R E W RA I L RA I L 1 2 SP L I C E RA I L ON L Y 1 / 3 T U R N MO R E A F T E R SC R E W F A C E CO N T A C T S R A I L FA C E 1/ 3 T U R N ST E P 2 - J O I N R A I L S A. S L I D E R A I L S P L I C E I N T O RA I L T O A L I G N P R E D R I L L E D HO L E S O F R A I L S P L I C E A N D RA I L . B. K E E P T H E P R E - D R I L L E D HO L E S O F T H E R A I L A N D RA I L S P L I C E A L I G N E D A N D TH E N D R I V E A S P L I C E S C R E W TH R O U G H T H E H O L E T H A T S NE A R E S T T H E E N D O F T H E RA I L ( " 1 " ) T H R O U G H T H E RA I L A N D S P L I C E , S T O P P I N G 1/ 3 T U R N A F T E R T H E S C R E W FA C E H A S C O N T A C T E D T H E RA I L F A C E . T H I S M E T H O D PR O V I D E S A P P R O X I M A T E L Y 4 0 IN - L B S ( 4 . 5 N - m ) C. F I T A S E C O N D R A I L A L L TH E W A Y O N T O S P L I C E A N D DR I V E S C R E W S I N T O E A C H HO L E I N T H E S A M E M A N N E R . NO T E : O N L Y S P L I C E S C R E W S PR O V I D E D B Y S U N P O W E R A R E TO B E U S E D T O J O I N R A I L S . NO T E : T H E S P L I C E A N D SP L I C E S C R E W S S E R V E A S RA I L - T O - R A I L B O N D I N G . NO T E : I F A S C R E W T I P SH O U L D B E C O M E D U L L A N D PR E V E N T S M O O T H , CO N S I S T E N T P E N E T R A T I O N O F TH E S P L I C E , U S E A N E W SC R E W I N T H E O R I G I N A L HO L E . I F A S C R E W S H O U L D BR E A K , D R I L L A N E W 1 3 / 6 4 " (5 m m ) H O L E I N T H E R A I L NO N E A R E R T H A N 1 / 2 " ( 1 . 3 cm ) F R O M T H E O R I G I N A L HO L E , A N D D R I V E A N E W SC R E W T H R O U G H T H E R A I L AN D I N T O T H E S P L I C E . D O NO T R E U S E T H E O R I G I N A L HO L E . UPDATED TEMPLATEFA 1 0 4 INVISIMOUNT FIELD ASSEMBLY DETAILS SHEET 4 1522 N Eastside Ave09/12/23 XX X X X _ T B . D W G DR A W N B Y SH E E T 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 ) 5 4 0 - 0 5 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF THE SUNPOWER CORPORATION IS STRICTLY FORBIDDEN. REV QUOTE #DESCRIPTION DATE DB CB PR O J E C T DA T E D R A W N OP P O R T U N I T Y REVISIONS EN G I N E E R ' S S T A M P 1 " 0 12" IF B A R I S N O T O N E I N C H , D R A W I N G I S N O T T O S C A L E A. H O U L E M A R D INVISIMOUNT XX X X X X XX X X X ADDRESS CITY, STATE, ZIP 1 1 / 2 0 1 5 1 07/06/1 0 NB DA TO P C H A N N E L SI D E C H A N N E L ST E P 3 A - 3 B L- F O O T NU T RA I L B O L T ST E P 3 C ST E P 3 E - 3 I 37 5 2 0 I N - L B S ( 4 2 2 N - m ) 2" ( 5 c m ) M I N RA I L E N D SI D E C H A N N E L FA C I N G T O W A R D S PE A K 37 5 2 0 I N - L B S ( 4 2 2 N - m ) 2" ( 5 c m ) M I N RA I L J O I N T RA I L RA I L ST E P 3 - I N S T A L L R A I L S A. P O S I T I O N T H E R A I L S O N TH E R O O F , A D J A C E N T T O TH E L - F E E T A N D S U C H TH A T T H E S I D E C H A N N E L OF E A C H R A I L I S F A C I N G TH E R O O F P E A K . B. F O R E A C H R A I L , DE T E R M I N E T H E N U M B E R OF L - F E E T T O W H I C H I T WI L L A T T A C H , A N D T H E N SL I D E T H A T N U M B E R O F RA I L B O L T S I N T O T H E RA I L ' S S I D E C H A N N E L . C. P O S I T I O N T H E R A I L WI T H I T S S I D E C H A N N E L FA C I N G T H E P E A K . D. L - F E E T M U S T B E PO S I T I O N E D S U C H T H A T TH E L - F O O T T O R A I L B O L T DI S T A N C E I S A M I N I M U M OF 2 " ( 5 c m ) F R O M T H E EN D O F A R A I L A N D F R O M RA I L J O I N T . E. A T T A C H T H E R A I L T O TH E L - F E E T B Y F I T T I N G TH E R A I L B O L T S T H R O U G H TH E S L O T S O N T H E L - FE E T A N D T H E N F I N G E R TI G H T E N I N G A N M 1 0 N U T ON E A C H O F T H E B O L T S . F. T O E N S U R E I N S T A L L E D MO D U L E S W I L L A P P E A R A S AN E V E N P L A N E , SU N P O W E R R E C O M M E N D S TH A T Y O U U S E A S T R I N G LI N E A N D L E V E L T O EN S U R E T H E T O P S U R F A C E OF R A I L S I S E V E N . G. A F T E R R A I L S A R E LE V E L , T I G H T E N E A C H L - FO O T N U T T O 3 7 5 +- 2 0 IN - L B S ( 4 2 +- 2 N - m ) . NO T E : L - F E E T S H O U L D ST I L L B E O N L Y L O O S E L Y AT T A C H E D T O T H E R O O F AT T A C H M E N T S . H. T I G H T E N A L L O F T H E L- F O O T T O R O O F AT T A C H M E N T H A R D W A R E AC C O R D I N G T O T H E AT T A C H M E N T MA N U F A C T U R E R ' S IN S T R U C T I O N S . NO T E : L - F E E T S H O U L D NO T E X T E N D A B O V E T H E TO P S U R F A C E O F T H E RA I L . ST E P 3 D TO W A R D S P E A K UPDATED TEMPLATEFA 1 0 5 INVISIMOUNT FIELD ASSEMBLY DETAILS SHEET 5 1522 N Eastside Ave09/12/23 XX X X X _ T B . D W G XX X X X _ T B . D W G XX X X X _ T B . D W G DR A W N B Y SH E E T 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 ) 5 4 0 - 0 5 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF THE SUNPOWER CORPORATION IS STRICTLY FORBIDDEN. REV QUOTE #DESCRIPTION DATE DB CB PR O J E C T DA T E D R A W N OP P O R T U N I T Y REVISIONS EN G I N E E R ' S S T A M P 1 " 0 12" IF B A R I S N O T O N E I N C H , D R A W I N G I S N O T T O S C A L E XX X X X X XX X X X ADDRESS CITY, STATE, ZIP 2/ 1 1 / 2 0 1 5 1 07/06/1 0 NB DA RO W RO W GR O U N D L U G A S S E M B L Y GR O U N D L U G A S S E M B L Y TR A N S I T I O N B O X GR O U N D W I R E SP L I C E MI D C L A M P GR O U N D W I R E LU G S C R E W 35 I N - L B S ( 4 N - m ) RA I L N U T 85 +- 5 I N - L B S ( 9 . 6 N - m ) RA I L SP L I C E S C R E W MO D U L E GR O U N D L U G A S S E M B L Y P A R A L L E L T O R A I L GR O U N D LU G A S S E M B L Y GR O U N D W I R E M6 B O L T ST E P 4 - A T T A C H G R O U N D WI R E NO T E : I N S T A L L O N E G R O U N D LU G A S S E M B L Y P E R R O W , NO T P E R R A I L . I F Y O U R AR R A Y H A S A S T A N D A L O N E MO D U L E , Y O U M U S T I N S T A L L ON E G R O U N D L U G A S S E M B L Y ON E A C H O F I T S R A I L S (R E F E R T O A P P E N D I X . A. S L I D E T H E R A I L N U T I N T O TH E E N D O F T H E T O P CH A N N E L O F A R A I L A N D PO S I T I O N I T W H E R E Y O U WA N T T O A T T A C H T H E GR O U N D W I R E ( Y O U C A N DI S A S S E M B L E T H E G R O U N D LU G F I R S T I F N E C C E S A R Y ) . B. P O S I T I O N T H E W A S H E R DI R E C T L Y O V E R T H E R A I L NU T , A N D T H E N U S E T H E M6 B O L T T O A T T A C H T H E LU G T O T H E R A I L N U T B Y FI R S T O R I E N T I N G T H E L U G PA R A L L E L T O T H E A R R A Y , FI N G E R T I G H T E N I N G T H E BO L T , A N D T H E N A P P L Y I N G AN A D D I T I O N A L 5 / 6 O F A TU R N O N L Y . D O I N G S O W I L L PR O V I D E A P P R O X I M A T E L Y 8 5 +- 5 I N - L B S ( 9 . 6 N - m ) O F TO R Q U E . NO T E : I F A 3 / 8 " D R I V E R WI L L N O T W O R K , U S E A 1/ 4 " D R I V E R ( W I T H A S T O P FE A T U R E ) F O R T H E F I N A L 5/ 6 T U R N . C. A T T A C H T H E C O P P E R GR O U N D W I R E T O T H E L U G S SU C H T H A T T H E R A I L S A R E BO N D E D T O G E T H E R A S P E R NE C . T I G H T E N T H E L U G SC R E W T O 3 5 I N - L B S ( 4 N- m ) . NO T E : A S Y O U A D D MO D U L E S , R E P O S I T I O N T H E GR O U N D W I R E A S NE C E S S A R Y S U C H T H A T I T WI L L R E M A I N B E L O W T H E MO D U L E F R A M E S B U T A B O V E TH E R A I L S A N D W I L L N O T CO N T A C T T H E M O D U L E FR A M E S O R T H E R A I L S . D. F O L L O W I N G S T A N D A R D CO N S T R U C T I O N P R A C T I C E S AN D T H E N E C , C O N N E C T TH E A R R A Y G R O U N D W I R E S TO T H E B U I L D I N G S G R O U N D . ST E P 4 - A T T A C H G R O U N D W I R E ST E P 4 A - 4 D IN V I S I M O U N T G R O U N D P A T H L- F O O T ON L Y 5 / 6 T U R N M O R E AF T E R B O L T I S S N U G UPDATED TEMPLATEFA 1 0 6 INVISIMOUNT INVISIMOUNT FIELD ASSEMBLY DETAILS SHEET 6 1522 N Eastside Ave09/12/23 XX X X X _ T B . D W G XX X X X _ T B . D W G XX X X X _ T B . D W G DR A W N B Y SH E E T 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 ) 5 4 0 - 0 5 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF THE SUNPOWER CORPORATION IS STRICTLY FORBIDDEN. REV QUOTE #DESCRIPTION DATE DB CB PR O J E C T DA T E D R A W N OP P O R T U N I T Y REVISIONS EN G I N E E R ' S S T A M P 1 " 0 12" IF B A R I S N O T O N E I N C H , D R A W I N G I S N O T T O S C A L E XX X X X X XX X X X ADDRESS CITY, STATE, ZIP 2/ 1 1 / 2 0 1 5 1 07/06/1 0 NB DA RA I L EN D C L A M P NO T E : E N S U R E E N D C L A M P OV E R H A N G I S C O M P L E T E L Y OV E R M O D U L E F R A M E MO D U L E 85 +- 5 I N - L B S ( 9 . 6 N - m ) RA I L 85 +- 5 I N - L B S ( 9 . 6 N - m ) MO D U L E MO D U L E EN D C A P TE E T H TE E T H ST E P 1 ST E P 2 ST E P 3 RA I L EN D C L A M P ST E P 5 B - I N S T A L L M O D U L E S A. S L I D E A N E N D C L A M P O V E R TH E S A M E E N D O F E A C H O F TH E R O W ' S T W O R A I L S , S U C H TH A T T H E C L A M P O P E N S A W A Y FR O M T H E R O O F P E A K . PO S I T I O N T H E C L A M P N E A R TH E E N D O F T H E R A I L . B. P O S I T I O N T H E F I R S T MO D U L E A T O P T H E R A I L S . C. S L I D E E N D C L A M P T O W A R D TH E E N D O F T H E R A I L E N D S , EN S U R I N G T H A T T H E E N D CL A M P O V E R H A N G I S CO M P L E T E L Y O N M O D U L E FR A M E . D. K E E P I N G T H E T W O E N D CL A M P S I N F U L L E N G A G E M E N T WI T H T H E M O D U L E F R A M E , AD J U S T T H E M O D U L E S O T H A T TH E M O D U L E E D G E I S A L I G N E D WI T H E N D S O F R A I L S . T I G H T E N EA C H O F T H E T W O E N D CL A M P S T O 8 5 +- 5 I N - L B S (9 . 6 N - m ) . E. ( 1 ) F I T A M I D C L A M P D O W N IN T O T H E T O P C H A N N E L O F EA C H O F T H E R O W S R A I L S , (2 ) R O T A T E I T 9 0 D E G R E E S AN D ( 3 ) S L I D E I T T O W A R D S FI R S T M O D U L E , L E A V E L O O S E FO R T H I S S T E P . F. P O S I T I O N S E C O N D M O D U L E NE X T T O F I R S T M O D U L E A N D FI T M I D C L A M P T E E T H O V E R TH E M O D U L E F R A M E E D G E F O R EA C H O F T H E T W O MO D U L E S . T I G H T E N E A C H O F TH E T W O M I D C L A M P S T O 85 +- 5 I N - L B S ( 9 . 6 N - m ) (Y O U T I G H T E N T H E M I D CL A M P S P E R M O D U L E A S Y O U BU I L D T H E R O W S . ) G. A D D I N G A P A I R O F M I D CL A M P S P E R M O D U L E , R E P E A T ST E P S 5 F - 5 G U N T I L A L L MO D U L E S E X C E P T T H E L A S T MO D U L E S I N T H E R O W . H. A T T H E P O I N T W H E R E T H E OU T E R ( P E R I M E T E R ) E D G E O F TH E M O D U L E C O N T A C T S T H E RA I L S , M A R K E A C H O F T H E RA I L S , A N D T H E N R E M O V E T H E MO D U L E . I. C U T E A C H R A I L A T T H E MA R K S T H A T W E R E M A D E A T ST E P H . J. R E P O S I T I O N T H E L A S T MO D U L E A N D T H E N R E P E A T ST E P S 5 C - 5 D T O S E C U R E I T WI T H E N D C L A M P S . K. F I T A N E N D C A P I N T O EA C H E N D O F E A C H R A I L , TA P P I N G I T I N F U L L Y W I T H A RU B B E R M A L L E T . ST E P 5 K ST E P 5 B - 5 D ST E P 5 F - 5 J ST E P 5 K ST E P 5 E TO W A R D S P E A K ST E P 5 A UPDATED TEMPLATEFA 1 0 8 INVISIMOUNT INVISIMOUNT FIELD ASSEMBLY DETAILS SHEET 8 1522 N Eastside Ave09/12/23 #508988 RevM 16 SunPower Proprietary 1522 N Eastside Ave09/12/23 Sources: American Wood Council, NDS 2005, Table 11.2 A, 11.3.2 A Notes: 1) Thread must be embedded in a rafter or other structural roof member. 2) See IBC for required edge distances. IMPORTANT: To maintain waterprooﬁng it is important that the aluminum ﬂashing (item 1) is properly placed under one full course above the mounting block with at least 1/2" of the ﬂashing extending up under an additional course above (3rd course). The bottom of the ﬂashing should never overhang the shingle drip edge. See instructions on back. Lag pull-out (withdrawal) capacities (lbs) in typical lumber: /DJ%ROW6SHFL¿FDWLRQV 6SHFL¿F*UDYLW\VKDIWSHUWKUHDGGHSWK VKDIWSHUWKUHDGGHSWK 'RXJODV)LU/DUFK .50 798 266 'RXJODV)LU6RXWK .46 705 25 (QJHOPDQQ6SUXFH/RGJHSROH3LQH065650I KLJKHU.46 705 25 +HP)LU.466 212 +HP)LU1RUWK.46 705 25 6RXWKHUQ3LQH .55 921 07 6SUXFH3LQH)LU .42 615 205 6SUXFH3LQH)LU(RI2PLOOLRQSVLDQGKLJKHUJUDGHVRI065DQG0(/.50 798 266 Classic Composition Mount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pr-2013, Rev 4BI 7.2.3-7 1522 N Eastside Ave09/12/23 Production Specifications Eaton BR816L125RP Catalog number: BR816L125RP Eaton Eaton BR main lug loadcenter ,Dual grounds,Main lug,125 A,Box Size 7,Aluminum Bus,Cover included,NEMA 1,Metallic,10 kAIC,BR,Surface,NEMA 1,8 Spaces,16 Circuits,Three-wire General specifications Eaton BR main lug loadcenter BR816L125RP 786676001472 3.56 in 13 in 11 in 11.7 lb 10 year UL 67 UL 50 Product Name Catalog Number UPC Product Length/Depth Product Height Product Width Product Weight Warranty Certifications Eaton Corporation plc Eaton House 30 Pembroke Road Dublin 4, Ireland Eaton.com © 2022 Eaton All Rights Reserved Eaton is a registered trademark. All other trademarks are property of their respective owners.Eaton.com/socialmedia 1522 N Eastside Ave09/12/23 defaultTaxonomyAttributeLabel Current design 10 kAIC Single-phase #14-1 AWG Cu/Al Resources Loadcenters and Circuit Breakers Type BR Arc Fault Circuit Breakers and Loadcenters Eaton's Volume 1—Residential and Light Commercial Cutler-Hammer Type CH and BR Loadcenters - Instructions Eaton Specification Sheet - BR816L125RP Number of spaces 8 Special features Interrupt rating Phase Wire size Bus material Aluminum Main circuit breaker BR Enclosure NEMA 3R Brochures Catalogs Installation instructions Specifications and datasheets Amperage Rating 125 A Mounting Surface Enclosure material Metallic Type Main lug Cover Cover included Number of wires 3 Number of circuits 16 Voltage rating 120/240V Box size 7R Eaton Corporation plc Eaton House 30 Pembroke Road Dublin 4, Ireland Eaton.com © 2022 Eaton All Rights Reserved Eaton is a registered trademark. All other trademarks are property of their respective owners.Eaton.com/socialmedia 1522 N Eastside Ave09/12/23 Improve Support, Reduce Maintenance Costs An intuitive monitoring website enables you to: • See a visual map of customer sites • Remotely manage hundreds of sites • Receive elective system reports • Locate system issues and remotely diagnose • Diagnose issues online • Drill down for the status of individual devices Add Value for Customers With the SunPower Monitoring System customers can: • See what their solar system produces each day, month, or year • Optimize their solar investment and save on energy expenses • See their energy use and estimated bill savings • See their solar system’s performance using the SunPower monitoring website or mobile app SunPower EnergyLink—Plug-and-Play Installation This complete solution for residential and commercial monitoring and control includes the SunPower® PV Supervisor 6 (PVS6) which improves the installation process, overall system reliability, and customer experience. • Compact footprint for improved aesthetics • Robust cloud connectivity and comprehensive local connectivity • Flexible configuration of devices during installation • Consumption metering • Revenue-grade production metering (pending) • Web-based commissioning • Remote diagnostics of PVS6 and inverters • Durable UL Type 3R enclosure reduces maintenance costs • Easy integration with SunPower eBOS Robust Cloud Connectivity Multiple options to maintain optimal connectivity: • Hardwired Ethernet • Wi-Fi • Cellular backup 1522 N Eastside Ave09/12/23 SunPower Monitoring Websites PVS6 SunPower AC Modules Multiple communication options include Ethernet, Wi-Fi, and cellular. 530536 RevC 1522 N Eastside Ave09/12/23 C ERTIFIC ATE OF COMPLIANCE Certificate Number 20181003-E503346 Report Reference E503346-20180928 Issue Date 2018-OCTOBER-03 Bruce Mahrenholz, Director North American Certification Program UL LLC Any information and documentation involving UL Mark services are provided on behalf of UL LLC (UL) or any authorized licensee of UL. For questions, please contact a local UL Customer Service Representative at http://ul.com/aboutul/locations/ Page 1 of 2 Issued to: Sunpower Corp 1414 Harbour Way S, Richmond CA 94804 This is to certify that representative samples of ENERGY USAGE MONITORING SYSTEMS Enclosed Type Photovoltage Supervisor, Model: PVS6 Have been investigated by UL in accordance with the Standard(s) indicated on this Certificate. Standard(s) for Safety:See Addendum Page. Additional Information:See the UL Online Certifications Directory at www.ul.com/database for additional information Only those products bearing the UL Certification Mark should be considered as being covered by UL's Certification and Follow-Up Service. Look for the UL Certification Mark on the product. 1522 N Eastside Ave09/12/23 C ERTIFIC ATE OF COMPLIANCE Certificate Number 20181003-E503346 Report Reference E503346-20180928 Issue Date 2018-OCTOBER-03 Bruce Mahrenholz, Director North American Certification Program UL LLC Any information and documentation involving UL Mark services are provided on behalf of UL LLC (UL) or any authorized licensee of UL. For questions, please contact a local UL Customer Service Representative at http://ul.com/aboutul/locations/ Page 2 of 2 This is to certify that representative samples of the product as specified on this certificate were tested according to the current UL requirements. Standard(s) for Safety: UL 61010-1 & CSA C22.2 NO. 61010-1-12, SAFETY REQUIREMENTS FOR ELECTRICAL EQUIPMENT FOR MEASUREMENT, CONTROL, AND LABORATORY USE - PART 1: GENERAL REQUIREMENTS UL 61010-2-030 & CSA C22.2 NO. 61010-2-030-12, SAFETY REQUIREMENTS FOR ELECTRICAL EQUIPMENT FOR MEASUREMENT, CONTROL, AND LABORATORY USE - PART 2-030: PARTICULAR REQUIREMENTS FOR TESTING AND MEASURING CIRCUITS UL 50 & CSA C22.2 NO. 94.1, ENCLOSURES FOR ELECTRICAL EQUIPMENT, NON-ENVIRONMENTAL CONSIDERATIONS UL 50E & CSA C22.2 NO. 94.2, ENCLOSURES FOR ELECTRICAL EQUIPMENT, ENVIRONMENTAL CONSIDERATIONS 1522 N Eastside Ave09/12/23 Product Data Sheet DU222RB SWITCH NOT FUSIBLE GD 240V 60A 2P NEMA3R List Price $353.00 USD Availability Stock Item: This item is normally stocked in our distribution facility. Number of Poles 2-Pole Terminal Type Lugs Type of Duty General Duty Maximum Voltage Rating 240VAC Wire Size #10 to #2 AWG(Al) - #14 to #2 AWG(Cu) Action Single Throw Ampere Rating 60A Approvals UL Listed File Number E2875 Enclosure Rating NEMA 3R Enclosure Type Rainproof and Sleet/Ice proof (Indoor/Outdoor) Factory Installed Neutral No Disconnect Type Non-Fusible Mounting Type Surface Technical Characteristics Category 00106 - Safety Switch, General Duty, 30 - 200 Amp, NEMA3R Discount Schedule DE1A GTIN 00785901491491 Package Quantity 1 Weight 4.7 lbs. Availability Code Stock Item: This item is normally stocked in our distribution facility. Returnability Y Country of Origin MX Shipping and Ordering As standards, specifications, and designs change from time to time, please ask for confirmation of the information given in this document. Generated: 09/07/2012 11:07:32 © 2012 Schneider Electric. All rights reserved. 1 1522 N Eastside Ave09/12/23 Certificate Of Completion Envelope Id: 7269C C 78A8F04191818DBABABA22B240 S tatus: C ompleted S ubject: C omplete with DocuS ign: PropertyOwnerAuthorizationLetterUnsigned.pdf S ource Envelope: Document Pages: 1 S ignatures: 1 Envelope Originator: C ertificate Pages: 4 Initials: 0 Precis S olar Engineering AutoNav: Enabled EnvelopeId S tamping: Enabled Time Zone: (UTC -08:00) Pacific Time (US & C anada) 27238 Vinca C t M urrieta, C A 92562 permits@precissolar.com IP Address: 47.144.236.129 Record Tracking S tatus: Original 8/17/2023 2:11:24 PM Holder: Precis S olar Engineering permits@precissolar.com Location: DocuS ign Signer Events Signature Timestamp Rebecca Bennett rebeccabennett.ucla@gmail.com S ecurity Level: Email, Account Authentication (None) S ignature Adoption: Drawn on Device Using IP Address: 174.236.96.79 S igned using mobile S ent: 8/17/2023 2:12:33 PM Viewed: 8/17/2023 4:45:18 PM S igned: 8/17/2023 4:46:42 PM Electronic Record and Signature Disclosure: Accepted: 8/17/2023 4:45:18 PM ID: b12e8bd0-2eef-4024-a2a4-809d2c50efb3 In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope S ent Hashed/Encrypted 8/17/2023 2:12:33 PM C ertified Delivered S ecurity C hecked 8/17/2023 4:45:18 PM S igning C omplete S ecurity C hecked 8/17/2023 4:46:42 PM C ompleted S ecurity C hecked 8/17/2023 4:46:42 PM Payment Events Status Timestamps Electronic Record and Signature Disclosure 1522 N Eastside Ave09/12/23 ELECTRONIC RECORD AND SIGNATURE DISCLOSURE From time to time, Precis Solar (we, us or Company) may be required by law to provide to you certain written notices or disclosures. Described below are the terms and conditions for providing to you such notices and disclosures electronically through the DocuSign system. Please read the information below carefully and thoroughly, and if you can access this information electronically to your satisfaction and agree to this Electronic Record and Signature Disclosure (ERSD), please confirm your agreement by selecting the check-box next to ‘I agree to use electronic records and signatures’ before clicking ‘CONTINUE’ within the DocuSign system. Getting paper copies At any time, you may request from us a paper copy of any record provided or made available electronically to you by us. You will have the ability to download and print documents we send to you through the DocuSign system during and immediately after the signing session and, if you elect to create a DocuSign account, you may access the documents for a limited period of time (usually 30 days) after such documents are first sent to you. 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