Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1043 W Fairbrook Ln - Plan
7545 Irvine Center Dr #200 Irvine CA 92618 CSLB #1025115 I am the homeowner of the address listed below and I am authorizing the contractor, ParagonSun cslb #1025115 to perform the installation of solar on my property. Homeowner(s) Name:_______________________________________ Homeowner(s) Signature :____________________________________ Date:______________ Address:___________________________________________________ DocuSign Envelope ID: 464ACA94-4AA8-4272-B2C8-48701171FF01 2/4/2023 Jamie Chavez 1043 fairbrook Lane Santa Ana ca 92706 1043 W Fairbrook Ln05/19/23 PA R A G O N S U N 75 4 5 I R V I N E C E N T E R D R I V E # 2 0 0 I R V I N E C A 9 2 6 1 8 Ph o n e : ( 8 5 8 ) 3 8 6 - 0 4 6 3 CS L B # 1 0 2 5 1 1 5 ( C - 4 6 ) X_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ IS S U E D F O R : P E R M I T DA T E : So l a r P h o t o v o l t a i c S y s t e m 1/ 2 5 / 2 0 2 3 J A I M E C H A V E Z 10 4 3 F A I R B R O O K L A N E SA N T A A N A , C A 9 2 7 0 6 A B -- PV-1 VICINITY MAP SHEET INDEX APPLICABLE CODES PLAN SET LEGEND ABBREVIATIONSAHJ NOTES OCCUPANCY: R-3 CONSTRUCTION TYPE: VB UNSPRINKLERED PR O J E C T I N F O R M A T I O N ALL WORK TO COMPLY WITH THE FOLLOWING CODES: 2022 CA BUILDING CODE 2022 CA RESIDENTIAL CODE 2022 CA MECHANICAL CODE 2022 CA ELECTRICAL CODE 2022 CA GREEN CODE 2022 CA PLUMBING CODE 2022 CA ENERGY CODE 2022 CA FIRE CODE LOCAL JURISDICTION AMENDMENTS PV-1 PROJECT INFORMATION PV-1A SITE PLAN, HOUSE PHOTO PV-1B FIRE ACCESS PATHWAYS AND RIDGE SETBACK PLAN PV-2 ROOF PLAN PV-2A ATTACHMENT DETAILS PV-3 ELECTRICAL LINE DIAGRAM & ELECTRICAL CALCULATIONS PV-3A ELECTRICAL NOTES PV-4 & 4A REQUIRED SIGNAGE PER SECTION R314 AND R315 OF CRC 2022, IT'S REQUIRED THAT SMOKE ALARM AND CARBON MONOXIDE DETECTORS ARE RETROFITTED INTO THE EXISTING DWELLING FOR A PERMIT WITH REPAIRS OR ADDITIONS EXCEEDING $1,000. ALL NEW UTILITY CONNECTIONS ARE REQUIRED TO BE INSTALLED BELOW GRADE BY SANTA ANA MUNICOPAL CODE 41-626(B). THERE IS A STANDING EXCEPTION FOR EXISTING ONE AND TWO FAMILY DWELLINGS. THIS EXCEPTION APPLIES ONLY WHEN THE NEW ELECTRICAL SERVICE IS DESIGNATED TO BE FED FROM BELOW GRADE AS WELL AS OVERHEAD. ONLY LISTED COMBINATION OVERHEAD AND UNDERGROUND FEED SERVICE BOXES MAY BE USED TO CONNECT TO AN OVERHEAD UTILITY DROP. THIS EXCEPTION TO AN UNDERGROUND FED SERVICE APPLIES ONLY TO EXISTING SINGLE FAMILY AND TWO FAMILY RESIDENCES. SUB SERVICE PANEL AC DISCONNECT DC DISCONNECT SOLAR COMBINER BOX INVERTER SUB AC DC SLC INV JUNCTION BOXJB PV MONITORINGM MAIN SERVICE PANELMSP ENPHASE AC SOLAR PVENCOMBINER BOX RAPID SHUTDOWN BOXRS ELECTRIC VEHICLEEVCHARGER PERFORMANCE METER STORAGE BATTERYBAT PLP PROTECTED LOAD PANEL TRA STORAGE SYSTEM TRANSFORMER GAT TESLA BACKUP GATEWAY GENERATION LOADGENPANEL EXTERIOR INTERIOR EXT INT NEW(N) EXISTING(E) ELECTRICAL METALLIC TUBINGEMT RIGID METALLIC CONDUITRMC VOLTAGE OPEN CIRCUITVOC VOLTAGE AT MAX. POWERVMP SHORT CIRCUIT CURRENTISC CURRENT AT MAX. POWERIMP NOT TO SCALENTS FLEXIBLE METALLIC CONDUITFMC AUTHORITY HAVINGAHJ JURISDICTION RIGID GALVANIZED STEELRGS ENERGY STORAGEESS SYSTEM PROJECT INFORMATION/SCOPE OF WORK 28 X 400 W Hanwha Q CELLS Q.PEAK DUO BLK ML-G10+ 400 ROOF MOUNTED SOLAR PHOTOVOLTAIC MODULES 28 X 290 W Enphase Energy IQ8PLUS-72-2-US (SI1-JUN20) (240V) SYSTEM SIZE: 11.200 kW DC STC, 10.09 kW CEC-AC ARRAY AREA: 591 SF AHJ:CITY OF SANTA ANA APN:002-253-05 JAIME CHAVEZ 1043 FAIRBROOK LANE SANTA ANA, CA 92706 INSTALLATION OF NEW SOLAR PV SYSTEM: PROJECT SITE 1043 W Fairbrook Ln05/19/23 PA R A G O N S U N 75 4 5 I R V I N E C E N T E R D R I V E # 2 0 0 I R V I N E C A 9 2 6 1 8 Ph o n e : ( 8 5 8 ) 3 8 6 - 0 4 6 3 CS L B # 1 0 2 5 1 1 5 ( C - 4 6 ) X_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ IS S U E D F O R : P E R M I T DA T E : So l a r P h o t o v o l t a i c S y s t e m 1/ 2 5 / 2 0 2 3 J A I M E C H A V E Z 10 4 3 F A I R B R O O K L A N E SA N T A A N A , C A 9 2 7 0 6 A B -- PV-4A RE Q U I R E D S I G N A G E SIGNAGE AT AC DISCONNECT: C1 C2 ON THE FACE OF THE PV DISCONNECT PER CEC 690.13(B): PV SYSTEM DISCONNECT WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. ON THE FACE OF THE PV DISCONNECT PER CEC 690.13(B): SIGNAGE AT COMBINER BOX/ SUBPANEL: E1 E2 ON THE FACE OF THE PV DISCONNECT PER CEC 690.13(B): PV SYSTEM DISCONNECT WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. ON THE FACE OF THE PV DISCONNECT PER CEC 690.13(B): ON FACE OF THE SUB PANEL: MAXIMUM AC OPERATING CURRENT = 33.88A MAXIMUM AC OPERATING VOLTAGE = 240V E3 E4 PHOTOVOLTAIC SYSTEM COMBINER PANEL DO NOT ADD LOADS ON FACE OF THE PV COMBINER PANELBOARD: 1043 W Fairbrook Ln05/19/23 1043 W Fairbrook Ln05/19/23 IQ8 and IQ8+ Microinverters Our newest IQ8 Microinverters are the industry’s first grid-forming microinverters with split-phase power conversion capability to convert DC power to AC power efficiently. The brain of the semiconductor-based microinverter is our proprietary application-specific integrated circuit (ASIC) which enables the microinverter to operate in grid-tied or off-grid modes. This chip is built in advanced 55nm technology with high speed digital logic and has super-fast response times to changing loads and grid events, alleviating constraints on battery sizing for home energy systems. Part of the Enphase Energy System, IQ8 Series Microinverters integrate with the Enphase IQ Battery, Enphase IQ Gateway, and the Enphase App monitoring and analysis software. IQ8 Series Microinverters redefine reliability standards with more than one million cumulative hours of power-on testing, enabling an industry-leading limited warranty of up to 25 years. Connect PV modules quickly and easily to IQ8 Series Microinverters using the included Q-DCC-2 adapter cable with plug-n-play MC4 connectors. IQ8 Series Microinverters are UL Listed as PV Rapid Shut Down Equipment and conform with various regulations, when installed according to manufacturer’s instructions. Easy to install • Lightweight and compact with plug-n-play connectors • Power Line Communication (PLC) between components • Faster installation with simple two-wire cabling High productivity and reliability • Produce power even when the grid is down • More than one million cumulative hours of testing • Class II double-insulated enclosure • Optimized for the latest high- powered PV modules Grid-forming • Complies with the latest advanced grid support • Remote automatic updates for the latest grid requirements • Configurable to support a wide range of grid profiles • Meets CA Rule 21 (UL 1741-SA) requirements © 2021 Enphase Energy. All rights reserved. Enphase, the Enphase logo, IQ8 microinverters, and other names are trademarks of Enphase Energy, Inc. Data subject to change. IQ8SP-DS-0002-01-EN-US-2021-10-19 DATA SHEET (1) No enforced DC/AC ratio. See the compatibility calculator at https://link.enphase.com/ module-compatibility (2) Maximum continuous input DC current is 10.6A (3) Nominal voltage range can be extended beyond nominal if required by the utility. (4) Limits may vary. Refer to local requirements to define the number of microinverters per branch in your area. IQ8 and IQ8+ Microinverters INPUT DATA (DC)IQ8-60-2-US IQ8PLUS-72-2-US Commonly used module pairings1 W 235 – 350 235 – 440 Module compatibility 60-cell/120 half-cell 60-cell/120 half-cell and 72-cell/144 half-cell MPPT voltage range V 27 – 37 29 – 45 Operating range V 25 – 48 25 – 58 Min/max start voltage V 30 / 48 30 / 58 Max input DC voltage V 50 60 Max DC current2 [module Isc]A 15 Overvoltage class DC port II DC port backfeed current mA 0 PV array configuration 1x1 Ungrounded array; No additional DC side protection required; AC side protection requires max 20A per branch circuit OUTPUT DATA (AC)IQ8-60-2-US IQ8PLUS-72-2-US Peak output power VA 245 300 Max continuous output power VA 240 290 Nominal (L-L) voltage/range3 V 240 / 211 – 264 Max continuous output current A 1.0 1.21 Nominal frequency Hz 60 Extended frequency range Hz 50 – 68 Max units per 20 A (L-L) branch circuit4 16 13 Total harmonic distortion <5% Overvoltage class AC port III AC port backfeed current mA 30 Power factor setting 1.0 Grid-tied power factor (adjustable)0.85 leading – 0.85 lagging Peak efficiency %97.5 97.6 CEC weighted efficiency %97 97 Night-time power consumption mW 60 MECHANICAL DATA Ambient temperature range -40ºC to +60ºC (-40ºF to +140ºF) Relative humidity range 4% to 100% (condensing) DC Connector type MC4 Dimensions (HxWxD)212 mm (8.3”) x 175 mm (6.9”) x 30.2 mm (1.2”) Weight 1.08 kg (2.38 lbs) Cooling Natural convection – no fans Approved for wet locations Yes Acoustic noise at 1 m <60 dBA Pollution degree PD3 Enclosure Class II double-insulated, corrosion resistant polymeric enclosure Environ. category / UV exposure rating NEMA Type 6 / outdoor COMPLIANCE Certifications CA Rule 21 (UL 1741-SA), UL 62109-1, UL1741/IEEE1547, FCC Part 15 Class B, ICES-0003 Class B, CAN/CSA-C22.2 NO. 107.1-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC 2014, NEC 2017, and NEC 2020 section 690.12 and C22.1-2018 Rule 64-218 Rapid Shutdown of PV Systems, for AC and DC conductors, when installed according to manufacturer’s instructions. IQ8SP-DS-0002-01-EN-US-2021-10-19 1043 W Fairbrook Ln05/19/23 1043 W Fairbrook Ln05/19/23 X-IQ-AM1-240-4 The Enphase IQ Combiner 4/4C with Enphase IQ Gateway and integrated LTE-M1 cell modem (included only with IQ Combiner 4C) consolidates interconnection equipment into a single enclosure and streamlines IQ microinverters and storage installations by providing a consistent, pre-wired solution for residential applications. It offers up to four 2-pole input circuits and Eaton BR series busbar assembly. Enphase IQ Combiner 4/4C X-IQ-AM1-240-4 X-IQ-AM1-240-4C To learn more about Enphase offerings, visit enphase.com Data Sheet Enphase Networking Smart Includes IQ Gateway for communication and control Includes Enphase Mobile Connect cellular modem (CELLMODEM-M1-06-SP-05), included only with IQ Combiner 4C Includes solar shield to match Enphase IQ Battery EIWXLIXMGWERHHIƥIGXLIEX Flexible networking supports Wi-Fi, Ethernet, or cellular Optional AC receptacle available for PLC bridge Provides production metering and consumption monitoring Simple Centered mounting brackets support single stud mounting Supports bottom, back and side conduit entry Up to four 2-pole branch circuits for 240 VAC plug-in breakers (not included) 80A total PV or storage branch circuits Reliable ŵ (YVEFPI2680GIVXMƤIH2)1%X]TI6IRGPSWYVI Five-year limited warranty Two years labor reimbursement program coverage included for both the IQ Combiner SKU's UL listed X-IQ-AM1-240-4CX IQ AM1 240 X-IQ-AM1-240-4 0-4C0 4C To learn more about Enphase offerings, visit enphase.com © 2021 Enphase Energy. All rights reserved. Enphase, the Enphase logo, IQ Combiner 4/4C, and other names are trademarks of Enphase Energy, Inc. Data subject to change. 10-21-2021 MODEL NUMBER IQ Combiner 4 (X-IQ-AM1-240-4)IQ Combiner 4 with Enphase IQ Gateway printed circuit board for integrated revenue grade PV production metering (ANSI C12.20 +/- 0.5%) and consumption monitoring (+/- 2.5%). Includes a silver solar shield to match the IQ Battery system and -57]WXIQ'SRXVSPPIVERHXSHIƥIGXLIEX IQ Combiner 4C (X-IQ-AM1-240-4C)IQ Combiner 4C with Enphase IQ Gateway printed circuit board for integrated revenue grade PV production metering (ANSI C12.20 +/- 0.5%) and consumption monitoring (+/- 2.5%). Includes Enphase Mobile Connect cellular modem (CELLMODEM-M1-06-SP-05), a plug-and-play industrial-grade cell modem for systems up to 60 microinverters. (Available in the US, Canada, Mexico, Puerto Rico, and the US Virgin Islands, where there is adequate cellular service in XLIMRWXEPPEXMSREVIE -RGPYHIWEWMPZIVWSPEVWLMIPHXSQEXGLXLI-5&EXXIV]ERH-57]WXIQ'SRXVSPPIVERHXSHIƥIGXLIEX ACCESSORIES AND REPLACEMENT PARTS (not included, order separately) Ensemble Communications Kit COMMS-CELLMODEM-M1-06 CELLMODEM-M1-06-SP-05 CELLMODEM-M1-06-AT-05 - Includes COMMS-KIT-01 and CELLMODEM-M1-06-SP-05 with 5-year Sprint data plan for Ensemble sites - 4G based LTE-M1 cellular modem with 5-year Sprint data plan - 4G based LTE-M1 cellular modem with 5-year AT&T data plan Circuit Breakers BRK-10A-2-240V BRK-15A-2-240V BRK-20A-2P-240V BRK-15A-2P-240V-B BRK-20A-2P-240V-B 7YTTSVXW)EXSR&6&6&6&6&6&6ERH&6GMVGYMXFVIEOIVW Circuit breaker, 2 pole, 10A, Eaton BR210 Circuit breaker, 2 pole, 15A, Eaton BR215 Circuit breaker, 2 pole, 20A, Eaton BR220 Circuit breaker, 2 pole, 15A, Eaton BR215B with hold down kit support Circuit breaker, 2 pole, 20A, Eaton BR220B with hold down kit support EPLC-01 Power line carrier (communication bridge pair), quantity - one pair XA-SOLARSHIELD-ES Replacement solar shield for IQ Combiner 4/4C <%409+Accessory receptacle for Power Line Carrier in IQ Combiner 4/4C (required for EPLC-01) <%)2:4'&%Replacement IQ Gateway printed circuit board (PCB) for Combiner 4/4C X-IQ-NA-HD-125A Hold down kit for Eaton circuit breaker with screws. ELECTRICAL SPECIFICATIONS Rating Continuous duty System voltage 120/240 VAC, 60 Hz Eaton BR series busbar rating 125 A Max. continuous current rating 65 A Max. continuous current rating (input from PV/storage)64 A Max. fuse/circuit rating (output)90 A Branch circuits (solar and/or storage)Up to four 2-pole Eaton BR series Distributed Generation (DG) breakers only (not included) Max. total branch circuit breaker rating (input)80A of distributed generation / 95A with IQ Gateway breaker included Production metering CT 200 A solid core pre-installed and wired to IQ Gateway Consumption monitoring CT (CT-200-SPLIT)A pair of 200 A split core current transformers MECHANICAL DATA Dimensions (WxHxD)\ \ GQ ű\ ű\ű ,IMKLXMW GQ [MXLQSYRXMRKFVEGOIXW Weight OK PFW Ambient temperature range -40º C to +46º C (-40º to 115º F) Cooling Natural convection, plus heat shield Enclosure environmental rating 3YXHSSV2680GIVXMƤIH2)1%X]TI6TSP]GEVFSREXIGSRWXVYGXMSR Wire sizes 20 A to 50 A breaker inputs: 14 to 4 AWG copper conductors 60 A breaker branch input: 4 to 1/0 AWG copper conductors Main lug combined output: 10 to 2/0 AWG copper conductors Neutral and ground: 14 to 1/0 copper conductors Always follow local code requirements for conductor sizing. Altitude To 2000 meters (6,560 feet) INTERNET CONNECTION OPTIONS Integrated Wi-Fi 802.11b/g/n Cellular CELLMODEM-M1-06-SP-05, CELLMODEM-M1-06-AT-05 (4G based LTE-M1 cellular modem). Note that an Enphase Mobile Connect cellular modem is required for all Ensemble installations. Ethernet 3TXMSREP 'EX) SV'EX 984)XLIVRIXGEFPI RSXMRGPYHIH COMPLIANCE Compliance, IQ Combiner 90'%2'7%'2S'*64EVX'PEWW&-')7 Production metering: ANSI C12.20 accuracy class 0.5 (PV production) Consumption metering: accuracy class 2.5 Compliance, IQ Gateway UL 60601-1/CANCSA 22.2 No. 61010-1 Enphase IQ Combiner 4/4C 1043 W Fairbrook Ln05/19/23 Tech Brief Solar Is Not Always Sunny Over their lifetime, solar panels experience countless extreme weather events. Not just the worst storms in years, but the worst storms in 40 years. High winds capable of ripping panels from a roof, and snowfalls weighing enough to buckle a panel frame. XR Rails are the structural backbone preventing these results. They resist uplift, protect DJDLQVWEXFNOLQJDQGVDIHO\DQGHIFLHQWO\ transfer loads into the building structure. Their superior spanning capability requires fewer roof attachments, reducing the number of roof penetrations and the amount of installation time. XR Rail Family Force-Stabilizing Curve Sloped roofs generate both vertical and lateral forces on mounting rails which can cause them to bend and twist. The curved shape of XR Rails is specially designed to increase strength in both directions while resisting the twisting. This unique feature ensures greater security during extreme weather and a longer system lifetime. Compatible with Flat & Pitched Roofs Roof Mount utilizes XR Rails, along with optional all-in-one attachments, WRVHFXUHV\VWHPVXVK against residential roofs. Roof Mount utilizes XR Rails, along with optional all-in-one attachments, WRVHFXUHV\VWHPVXVK against residential roofs. Corrosion-Resistant Materials XR Rails are compatible with FlashFoot and other pitched roof attachments. IronRidge offers a range of tilt leg RSWLRQVIRUDW roof mounting applications. All XR Rails are made of marine-grade aluminum alloy, then protected with an DQRGL]HGQLVK$QRGL]LQJSUHYHQWVVXUIDFH and structural corrosion, while also providing a more attractive appearance. XR Rail Family 7KH;55DLO)DPLO\RIIHUVWKHVWUHQJWKRIDFXUYHGUDLOLQWKUHHWDUJHWHGVL]HV(DFKVL]HVXSSRUWVVSHFLF design loads, while minimizing material costs. Depending on your location, there is an XR Rail to match. © 2014 IronRidge, Inc. All rights reserved. Visit www.ironridge.com or call 1-800-227-9523 for more information. Version 1.10 Tech Brief Rail Selection The following table was prepared in compliance with applicable engineering codes and standards. Values are based on the following criteria: ASCE 7-10, Roof Zone 1, Exposure B, Roof Slope of 7 to 27 degrees and Mean %XLOGLQJ+HLJKWRIIW9LVLW,URQ5LGJHFRPIRUGHWDLOHGVSDQWDEOHVDQGFHUWLFDWLRQV Load Rail Span Snow (PSF) Wind (MPH) 4’5’ 4” 6’ 8’ 10’ 12’ None 100 120 140 XR10 XR100 XR1000 160 10-20 100 120 140 160 30 100 160 40 100 160 50-70 160 80-90 160 XR100 XR100 is the ultimate residential mounting rail. It supports a range of wind and snow conditions, while also maximizing spans. • 8’ spanning capability • Heavy load capability • &OHDU EODFNDQRGL]HGQLVK • Internal splices available XR10 ;5LVDVOHHNORZSUROHPRXQWLQJ rail, perfectly matched to regions without snow. It achieves 6 foot spans, while also staying light and economical. • 6’ spanning capability • Moderate load capability • &OHDUDQRGL]HGQLVK • Internal splices available XR1000 XR1000 is a heavyweight among solar mounting rails. It’s built to handle extreme climates and spans 12 feet or more for commercial applications. • 12’ spanning capability • Extreme load capability • &OHDUDQRGL]HGQLVK • Internal splices available 1043 W Fairbrook Ln05/19/23 25800 Commercentre Drive Lake Forest, CA 92630 USA Telephone: 949.448.4100 Facsimile: 949.448.4111 www.intertek.com Test Verification of Conformity 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. GFT-OP-11a (24-MAR-2014) Signature: Name: Nalini Mandadi Position: Project Engineer Date: 11/14/2014 In the basis of the tests undertaken, the sample(s) of the below product have been found to comply with the requirements of the referenced specifications at the time the tests were carried out. Applicant Name & Address: IronRidge, Inc. 1495 Zephyr Ave. Hayward, CA 94544 Product Description: XR Rails with Integrated Grounding. Ratings & Principle Characteristics: Fire Class Resistance Rating: - Class A for Steep Slope Flush-Mount (symmetrical) Applications when using Type 1 and Type 2, Listed Photovoltaic Module. - Class A for Low Slope Flush-Mount and Tilt-Mount (symmetrical and asymmetrical) Applications when using Type 1, Listed Photovoltaic Module. Models: 51-61GD-005, 51-61GD-005B, 51-5000-001, and 51-65-001 Brand Name:N/A Relevant Standards: UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate Photovoltaic Modules and Panels, Issue Number: 1, October 4, 2010 Verification Issuing Office:Intertek Testing Services NA, Inc. 25800 Commercentre Dr. Lake Forest, CA 92630 Date of Tests:08/27/2014 to 01/07/2015 Test Report Number(s): 101541132LAX-002 This verification is part of the full test report(s) and should be read in conjunction with them. This report does not automatically imply product certification. Completed by: Amar Kacel Reviewed by: Andrew Koretoff Title:PV Engineer Title: Reviewer Signature: Signature: Date:01/16/2015 Date: 01/16/2015 1043 W Fairbrook Ln05/19/23 ; = " " " 7 7--)07 7 7--)7 7 7--)077 7!#/%407 7 7--)77 7!#/%407 " " " # " ' $' !' 7 ' "'&' 7 "' ' ' ' 7 ' "' ' !' ' 7 !!' "!" 7 7 """ """ ! " ' '%' ' ' ' ' 7 7 "07 -0(1"07 -"$7 (3%/+-/%7"*(&-/,("7 7 7(/4"67/(3%7 -#)7(**7 !-21'7"/-*(,"7 7 '-,%7 7 "57 7 4440-*"//--&'--)#-+7 !-*"/ --&--)7(07"7$(3(0(-,7-&7 2(#)0#/%407,1%/,"1(-,"*7-/.7 5830 Las Positas Rd | Livermore, CA 94551 Phone: (844)-671-6045 | Fax: (800)-689-7975 www.solarroofhook.com January 23, 2014 To whom thismay concern, SolarRoofHookiscommitted to excellence. All of our partswere tested by a third party test facility for the following. 1. Uplift test 2. Downward load test 3. Water Proof - QuickBOLT only AME Research facility had a current engineer license per the State of California in 2012 and 2013. Terrapin Testing had a current engineer license per the State of California in 2011. The following is an excerpt from: CALIFORNIA B OARD FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS g u i d e to Engineering & Land Surveying for City and County Officials Page 12, Line 27 27. If the license has expired between the time the engineering documents were prepared and the time when the local agency’s review is performed, do the documents need to be re-sealed by a licensee with a current license? (B&P Code §§ 6733, 6735, 6735.3, 6735.4) As long as the license was current at the time the engineering documents were prepared, the documents do not need to be re-sealed prior to review by the local agency. However, any changes (updates or modifications) to the documents that are made following the review by the local agency would have to be prepared by a licensed engineer with a current license and those changes would have to be signed and sealed. We trust the information provided will alleviate any request for the test reports submitted to have a stamp from the current year. Respectfully, Rick Gentry V.P. of Sales & Marketing 1043 W Fairbrook Ln05/19/23 Page 1 of 10 July 11, 2016 Mr. Jared Wiener Project Number 1160481C SolarRoofHook 5830 Las Positas Road Livermore, CA 94551 Subject: 90° High Wind Flat Tile Hook (Part # 17632) Laboratory Load Testing Dear Mr. Wiener: As requested, Applied Materials & Engineering, Inc. (AME) has completed load-testing the 90° High Wind Flat Tile Hook; see Appendix A, Figure 1. The purpose of our testing was to evaluate the compressive and tensile (uplift) load capacity of the 90° High Wind Flat Tile Hook attached to a 2"x4" Douglas Fir rafter using two 5/16"Øx4" QS T17 lag screws. SAMPLE DESCRIPTION Mockup samples were delivered to our laboratory on June 3, 2016 and on June 27, 2016. Mockup configuration consisted of three 12" long rafters at 6.5"o.c., screwed to 1/2" Structural I plywood. The 90° High Wind Flat Tile Hook is attached through the plywood into a rafter with two fasteners. TEST PROCEDURES & RESULTS 1. Compression Load Test A total of three tests were conducted for compressive load capacity on June 9, 2016 using a United Universal testing machine. Samples were rigidly attached to the testing machine and a compressive load was applied to the hook. The samples were loaded in compression at a constant rate of axial deformation of 0.10 in. /min. without shock until the hook was bent and came in contact with the test board; displacement at maximum load was recorded. Based on the above testing, the average maximum compression load of the 90° High Wind Flat Tile Hook attached to a 2"x4" Douglas Fir rafter using two 5/16"Øx3" lag screws was determined to be 691 lbs. Detailed results are provided in Table I. Test setup and mode of failure are provided in Appendix B, Figure 1. The specific gravity and moisture content of the rafter was tested in accordance with ASTM D2395, Method A (oven-dry). The average specific gravity and moisture content were determined to be 0.358 and 12.4%, respectively. 1043 W Fairbrook Ln05/19/23 Tech Brief 9OSVROKJ-XU[TJOTMLUX+\KX_'VVROIGZOUT The UFO family of components eliminates the need for separate grounding hardware by bonding solar modules directly to IronRidge XR Rails. All system types that feature the UFO family—Flush Mount, Tilt Mount and Ground Mount—are fully listed to the UL 2703 standard. UFO hardware forms secure electrical bonds with both the module and the rail, resulting in many parallel grounding paths throughout the system. This leads to safer and more reliable installations. UFO Family of Components ;TO\KXYGR,GYZKTOTM5HPKIZ;,5 The UFO securely bonds solar modules to XR Rails. It comes assembled and lubricated, and FDQWDZLGHUDQJHRIPRGXOHKHLJKWV he g ore ;TO\KXYGR,GYZK The UFO securely b Rails. It comes asse FDQWDZLGHUDQJH 9ZUVVKX9RKK\K The Stopper Sleeve snaps onto the UFO, converting it into a bonded end clamp. (UTJKJ9VROIK Each Bonded Splice uses self-drilling screws to form a secure connection. No bonding strap needed. (UTJKJ'ZZGINSKTZY The bonding bolt attaches and bonds the L-foot to the rail. It is installed with the same socket as the rest of the system. -XU[TJOTM2[M A single Grounding Lug connects an entire row of PV modules to the grounding conductor. (UTJKJ9VROIK Each Bonded Splice uses lf d illi f 9_YZKS*OGMXGS ;2)KXZOIGZOUT The IronRidge Flush Mount, Tilt Mount, and Ground Mount Systems have been listed to UL 2703 by Intertek Group plc. UL 2703 is the standard for evaluating solar mounting systems. It ensures these devices will maintain strong electrical and mechanical connections over an extended period of time in extreme outdoor environments. n /XUT8OJMK/TI'RRXOMNZYXKYKX\KJ<OYOZ]]]OXUTXOJMKIUSUXIGRR LUXSUXKOTLUXSGZOUT<KXYOUT Tech Brief )XUYY9_YZKS)USVGZOHOROZ_ ,KGZ[XK ,R[YN3U[TZ :ORZ3U[TZ -XU[TJ3U[TZ XR Rails ( (XR1000 Only UFO/Stopper ( ( ( Bonded Splice ( (N/A Grounding Lugs 1 per Row 1 per Row 1 per Array Microinverters & Power Optimizers Enphase - M250-72, M250-60, M215-60, C250-72 Darfon - MIG240, MIG300, G320, G640 SolarEdge - P300, P320, P400, P405, P600, P700, P730 Fire Rating Class A Class A N/A Modules Tested or Evaluated with over 400 Framed Modules Refer to installation manuals for a detailed list. í Approved Enphase microinverters can provide equipment grounding of IronRidge systems, eliminating the need for JURXQGLQJOXJVDQGHOGLQVWDOOHGHTXLSPHQWJURXQGFRQGXFWRUV (*& $PLQLPXPRIWZRPLFURLQYHUWHUVPRXQWHGWRWKH same rail and connected to the same Engage cable is required. Refer to installation manuals for additional details. -UZU/XUT8OJMKIUS;,5 1043 W Fairbrook Ln05/19/23 B1 B1 B1 B1 B1 B1 B1 B1 B3 B3 B3 B3 B3 B3 B2 B2 B2 B2 B2 B2 B2 B3 B3 B3 B2 B2 B1 B1 PA R A G O N S U N 75 4 5 I R V I N E C E N T E R D R I V E # 2 0 0 I R V I N E C A 9 2 6 1 8 Ph o n e : ( 8 5 8 ) 3 8 6 - 0 4 6 3 CS L B # 1 0 2 5 1 1 5 ( C - 4 6 ) X_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ IS S U E D F O R : P E R M I T DA T E : So l a r P h o t o v o l t a i c S y s t e m 1/ 2 5 / 2 0 2 3 J A I M E C H A V E Z 10 4 3 F A I R B R O O K L A N E SA N T A A N A , C A 9 2 7 0 6 A B -- SCALE: 1":15'-0" N SCALE: N.T.S.HOUSE PHOTO SITE PLAN PV-1A SI T E P L A N , H O U S E P H O T O ARRAY LOCATIONMICROINVERTER WITH BUILT IN RAPID SHUTDOWN LOCATED AT EACH PANEL BRANCH CIRCUIT # OF PANELS TILT, AZIMUTH 1 10 20°, 0° & 20°, 90° 2 9 20°, 0° 3 9 20°, 0° & 20°, 270° TOTAL # OF PANELS 28 (E) ONE-STORY HOUSE (E) DRIVEWAY (N) SOLAR PV ARRAY PER TABLE BELOW SEE PV1B FOR FIRE ACCESS PATHWAYS PV-2 FOR ROOFTOP EQUIPMENT CALLOUTS AND ROOF AND ARRAY DIMENSIONS. FIRE ACCESS POINT 1 2 3 4 SITE PLAN LEGEND 1 2 3 4 TOTAL ROOF AREA: 2,577 SF TOTAL MODULE AREA: 591 SF TOTAL ROOF COVERAGE: 22.9 % 5 FAIRBROOK LANE PL PL PL PL 66'-9" 10 1 ' - 4 " 10 1 ' - 4 " 66'-9" 18 ' - 8 " 6'-9" 5'-6"19 ' - 8 " 5' - 0 " MSP AC EN (E) PATIO COVER5 1043 W Fairbrook Ln05/19/23 PA R A G O N S U N 75 4 5 I R V I N E C E N T E R D R I V E # 2 0 0 I R V I N E C A 9 2 6 1 8 Ph o n e : ( 8 5 8 ) 3 8 6 - 0 4 6 3 CS L B # 1 0 2 5 1 1 5 ( C - 4 6 ) X_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ IS S U E D F O R : P E R M I T DA T E : So l a r P h o t o v o l t a i c S y s t e m 1/ 2 5 / 2 0 2 3 J A I M E C H A V E Z 10 4 3 F A I R B R O O K L A N E SA N T A A N A , C A 9 2 7 0 6 A B -- SCALE: 1":10'-0" N FIRE ACCESS PATHWAYS & RIDGE SETBACK PLAN PV-1B PA T H W A Y P L A N 1 2 TOTAL ROOF AREA: 2,577 SF TOTAL MODULE AREA: 591 SF TOTAL ROOF COVERAGE: 22.9 % FI R E A C C E S S R324.6.1 PATHWAYS: NOT LESS THAN TWO MINIMUM 36-INCHWIDE PATHWAYS ON SEPARATE ROOF PLANES, FROM LOWEST ROOF EDGE TO RIDGE, SHALL BE PROVIDED ON ALL BUILDINGS. AT LEAST ONE PATHWAY SHALL BE PROVIDED ON THE STREET OR DRIVEWAY SIDE OF THE ROOF. FOR EACH ROOF PLANE WITH A PHOTOVOLTAIC ARRAY, A MINIMUM 36-INCH-WIDE PATHWAY FROM THE LOWEST ROOF EDGE TO RIDGE SHALL BE PROVIDED ON THE SAME ROOF PLANE AS THE PHOTOVOLTAIC ARRAY, ON AN ADJACENT ROOF PLANE, OR STRADDLING THE SAME AND ADJACENT ROOF PLANES. PATHWAYS SHALL BE OVER AREAS CAPABLE OF SUPPORTING FIRE FIGHTERS ACCESSING THE ROOF. PATHWAYS SHALL BE LOCATED IN AREAS WITH MINIMAL OBSTRUCTIONS SUCH AS VENT PIPES, CONDUIT, OR MECHANICAL EQUIPMENT. R324.6.2 SETBACK AT RIDGE: FOR PHOTOVOLTAIC ARRAYS OCCUPYING NOT MORE THAN 33 PERCENT OF THE PLAN VIEW TOTAL ROOF AREA, NOT LESS THAN AN 18-INCH CLEAR SET BACK IS REQUIRED ON BOTH SIDES OF A HORIZONTAL RIDGE. FOR PHOTOVOLTAIC ARRAYS OCCUPYING MORE THAN 33 PERCENT OF THE PLAN VIEW TOTAL ROOF AREA, NOT LESS THAN A 36-INCH CLEAR SET BACK IS REQUIRED ON BOTH SIDES OF A HORIZONTAL RIDGE. R324.6.4 EMERGENCY ESCAPE AND RESCUE OPENING: PANELS AND MODULES INSTALLED ON DWELLINGS SHALL NOT BE PLACED ON THE PORTION OF A ROOF THAT IS BELOW AN EMERGENCY ESCAPE AND RESCUE OPENING. A 36-INCH-WIDE PATHWAY SHALL BE PROVIDED TO THE EMERGENCY ESCAPE AND RESCUE OPENING. LEGEND 36" ACCESS PATHWAYS 18" SETBACK ON BOTH SIDES OF RIDGE PER R324.6.2 PATHWAY ON STREET OR DRIVEWAY1 SIDE OF THE ROOF FIRE ACCESS POINT2 18" SETBACK TO HIP/VALLEY 1043 W Fairbrook Ln05/19/23 PA R A G O N S U N 75 4 5 I R V I N E C E N T E R D R I V E # 2 0 0 I R V I N E C A 9 2 6 1 8 Ph o n e : ( 8 5 8 ) 3 8 6 - 0 4 6 3 CS L B # 1 0 2 5 1 1 5 ( C - 4 6 ) X_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ IS S U E D F O R : P E R M I T DA T E : So l a r P h o t o v o l t a i c S y s t e m 1/ 2 5 / 2 0 2 3 J A I M E C H A V E Z 10 4 3 F A I R B R O O K L A N E SA N T A A N A , C A 9 2 7 0 6 A B -- SCALE: 1":10'-0" ROOF PLAN N ARRAY & ROOF INFO MODULE TYPE, DIMENSIONS & WEIGHT PV-2 RO O F P L A N MICROINVERTER WITH BUILT IN RAPID SHUTDOWN LOCATED AT EACH PANEL ACCESSES IDENTIFIED ARE AT STRONG POINTS OF ROOF WHICH DO NOT HAVE OPENINGS BELOW LADDER ACCESSES. PER CRC R331.4.1. 1 2 CONC. FLAT TILE CONC. FLAT TILE 2x4 TRUSSES @ 24" o.c 2x4 TRUSSES @ 24" o.c 90 90 20 20 170 264 90 90 20 20 63.3 105.5 2.5%4.1% 3 5 72 72 Roof Plane Roof Type: Roof Framing: Roof Azimuth (deg): Roof Slope (deg): Roof Area (sf): Array Azimuth (deg): Array Tilt (deg): Array Area (sf): % Coverage of Roof # of Panels Attachment spacing (in): PANEL TYPE: Q.PEAK DUO BLK ML-G10+ 400 PANEL WEIGHT:48.5 LB PANEL DIMENSIONS:74 IN. X 41.1 IN. PANEL AREA: 21.10 SF UNIT WEIGHT OF PANELS: 48.5LB/21.1SF =2.30 PSF RACKING 0.19 PSF AREA PER ATTACHMENT: 6'X3.08' =18.5 SF WEIGHT PER ATTACHMENT: 18.5SFX2.49PSF =50 LB 3 4 CONC. FLAT TILE CONC. FLAT TILE 2x4 TRUSSES @ 24" o.c 2x4 TRUSSES @ 24" o.c 0 270 20 20 564 380 0 270 20 20 295.4 126.6 11.5%4.9% 14 6 72 72 Roof Plane Roof Type: Roof Framing: Roof Azimuth (deg): Roof Slope (deg): Roof Area (sf): Array Azimuth (deg): Array Tilt (deg): Array Area (sf): % Coverage of Roof # of Panels Attachment spacing (in): R1 R2 R3 R4 SL O P E SLOPE FIRE ACCESS POINT1 2 3 ROOF PLAN LEGEND (E) TRUSS DIAGONAL (E) EXTERIOR WALL 1 2 3 4 4 (N) CONDUIT ROUTE 5 6 7 (E) ROOF VENT (E) PLUMBING VENT ALL ARRAY AND ROOF INFORMATION IS SHOWN TO THE RIGHT INCLUDING FRAMING AND ATTACHMENT SPACING. CONDUIT SHALL BE EMT CONDUIT (EXTERIOR) OR EMT OR FMC AS AHJ ALLOWS (INTERIOR), CONTRACTOR TO RUN CONDUIT ON ROOF AND UNDER EAVES OR WITHIN ATTIC. CONDUIT RUN TO BE DETERMINED AT THE TIME OF INSTALL. ANY EXPOSED CONDUIT SHALL BE PAINTED TO MATCH THE ADJACENT SURFACE. 5 6 7 MSP AC EN JB SLOPE SLOPE 7'-2" 7'-2" 8'-6" 2'-11" 0'-3" 0'-3 " 0'-3 " 9'-8" 1'-6" 1'-6 " 2' - 6 " 1'-8 " 2'-7" 10'-4" 1'-6" 1'-3 " (E) RISER 7'-2" 7'-2" 7' - 2 " 7' - 2 " (E) CHIMNEY8 8 1043 W Fairbrook Ln05/19/23 516"Øx3"" S.S. LAG SCREW (2x) W/ 3" MIN. PENETRATION (E) RAFTER. SEE ROOF INFO QUICK SCREW FLAT TILE HOOK (BLACK) TOP DOWN MID CLAMP 1 4"-20 FLANGE NUT (TYP.) 1 4"-20 T-BOLT (TYP.) 3 8"x11 4" S.S. HEX HEAD BOLT W/ 3 8" FLANGE NUT IRONRIDGE XR10 RAIL (BLACK) PA R A G O N S U N 75 4 5 I R V I N E C E N T E R D R I V E # 2 0 0 I R V I N E C A 9 2 6 1 8 Ph o n e : ( 8 5 8 ) 3 8 6 - 0 4 6 3 CS L B # 1 0 2 5 1 1 5 ( C - 4 6 ) X_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ IS S U E D F O R : P E R M I T DA T E : So l a r P h o t o v o l t a i c S y s t e m 1/ 2 5 / 2 0 2 3 J A I M E C H A V E Z 10 4 3 F A I R B R O O K L A N E SA N T A A N A , C A 9 2 7 0 6 A B -- LOAD BEARING WALL 2"x4" TRUSSES @ 24" o.c. LOAD BEARING WALL 2"x4" TRUSSES @ 24" o.c. PV-2A AT T A C H M E N T D E T A I L S SCALE: 1/2" = 1'-0"ATTACHMENT DETAILSCALE: 1/2" = 1'-0" TRUSS SECTION DETAIL ROOF 1 SCALE: 1/2" = 1'-0"TRUSS SECTION DETAIL ROOF 2-4 7'-2" 7'-2"2'-0" 9'-0"2'-0" 1043 W Fairbrook Ln05/19/23 PA R A G O N S U N 75 4 5 I R V I N E C E N T E R D R I V E # 2 0 0 I R V I N E C A 9 2 6 1 8 Ph o n e : ( 8 5 8 ) 3 8 6 - 0 4 6 3 CS L B # 1 0 2 5 1 1 5 ( C - 4 6 ) X_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ IS S U E D F O R : P E R M I T DA T E : So l a r P h o t o v o l t a i c S y s t e m 1/ 2 5 / 2 0 2 3 J A I M E C H A V E Z 10 4 3 F A I R B R O O K L A N E SA N T A A N A , C A 9 2 7 0 6 A B -- SI N G L E L I N E D I A G R A M SCALE: N.T.S.ELECTRICAL SINGLE LINE DIAGRAM 600 V, NEMA 3R W/ EUROSTRIP OR POLARIS IT CONNECTORS JUNCTION BOXA E C ELECTRICAL EQUIPMENT CALLOUTS STRINGS CONNECTED IN PARALLEL SEE PV-3A FOR ELECTRICAL NOTES PV BREAKER IS TO BE LOCATED AT THE OPPOSITE END OF THE BUS BAR FROM THE MAIN BREAKER. MODULES ARE CONNECTED IN PARALLEL, NOT IN SERIES. EACH MICROINVERTER IS EQUIPPED WITH RAPID SHUTDOWN CAPABILITIES. PV-3 TO UTILITY GRID BI-DIRECTIONAL UTILITY METER 1PH, 120/240V, 3W BOND TO EXISTING UFER C B LOW MEAN TEMP PER ASHRAE HANDBOOK MFR VOLTAGE TEMP COEFFICIENT (oC) VOLTAGE LOW TEMP. CORR. (oC) HIGH AMBIENT TEMP (oC) CONDUIT HEIGHT (in) ROOF TOP ADDED TEMP PER Table 310.15(B)(3)© (oC) ADJUSTED TEMP TEMP CORRECTION ROOF 2 -0.27 1.06 31 ABOVE 7/8" MIN.0 31 .96 WALL 2 31 N/A 0 31 .96 11.200kW DC STC, 10.09 kW CEC-AC SOLAR ARRAY 28 Hanwha Q CELLS 400W MODULES TOTAL PANEL DECAL Hanwha Q CELLS Q.PEAK DUO BLK ML-G10+ 400 400W Vmp= 37.13V Voc= 45.3V Isc= 11.14A Imp= 10.77A CEC PTC POWER=371.5W Enphase Energy IQ8PLUS-72-2-US (SI1-JUN20) (240V) INVERTER MAX DC VOLTAGE: 60V DC VOLTAGE INPUT RANGE: 25-58V @240V PEAK POWER TRACKING VOLTAGE: 29-45V @240V AC NOMINAL VOLTAGE/RANGE: 211-264V @240V MAX AC OUTPUT CURRENT: 1.21A CEC WEIGHTED EFFICIENCY: 97% @240V 0.29kW INVERTER UNGROUNDED ENPHASE ENERGY IQ8PLUS-72-2-US (SI1-JUN20) (240V) (240V) INVERTER 240 VAC, 1.21 A NEMA 3R, UL LISTED, (WITH INTEGRATED DC DISCONNECT) (E) 200A MAIN SERVICE PANEL (N) MAIN SERVICE DISCONNECT 240V, 175A (DERATED) NOT CENTER FED 2-POLE 50A PV BREAKER, BACKFED AC DISCONNECT 240 VAC, 60A NEMA 3R, UL LISTED MAX PV VOLTAGE & CURRENT CALCS: RECORD LOW TEMP (˚C): (PER ASHRAE HANDBOOK)2 TEMP COEFFICIENT (Voc) PER MANUFACTURER:-0.27%/C VOLTAGE CORRECTION:1.06 MAX PV SYSTEM VOLTAGE (PER CEC 2022 690.7): (Vcorrection * Voc) (1.06*45.3) = 48V MAX PV CONTINUOUS CURRENT PER CEC 2022 690.8(A)(1): 1.25 X Isc X # STRINGS 1.25*11.14 = 13.93A 120% RULE BUS BAR MAIN BREAKER ALLOWED MAX PV OCPD 200A 175A 65A WIRE TAG #CONDUIT WIRE QTY (CARRY CURRENT) WIRE GAUGE (AWG) WIRE TYPE WIRE LENGTH (FEET) TEMP RATING: WIRE LOCATION ADJUSTED WIRE TEMP WIRE AMP TEMP CORRECTION PER TABLE 310.15(B)(2)(a): CONDUIT FILL PER Table 310.15(B)(3)(a): WIRE OCP: TERMINAL 75oC RATING INVERTER QTY: AC OUTPUT CURRENT CEC 690.8(A) STRING AMPS GROUND SIZE GROUND TYPE OCPD CHECK 1 NONE 2 12 ENPHASE Q CABLE 15 90°C ROOF 31 30 X 0.96 X 1 = 28.8 25 10 X 1.21 X 1.25 = 15.13 #6 SBC NONE 2 3/4" EMT 6 10 THWN-2 80 90°C ROOF 31 40 X 0.96 X 0.8 = 30.72 35 10 X 1.21 X 1.25 = 15.13 #8 THWN-2 20A 2P 9 X 1.21 X 1.25 = 13.61 #8 THWN-2 20A 2P 3 3/4" EMT 3 6 THWN-2 5 90°C WALL 31 75 X 0.96 X 1 = 72 65 28 X 1.21 X 1.25 = 42.35 #8 THWN-2 50A 2P BRANCH CIRCUIT # OF PANELS TILT, AZIMUTH 1 10 20°, 0° & 20°, 90° 2 9 20°, 0° 3 9 20°, 0° & 20°, 270° TOTAL # OF PANELS 28 E JB A PV BREAKER 240 V, A, 2P20 PV BREAKER 240 V, A, 2P20 PV BREAKER 240 V, A, 2P20 MONITOR BREAKER 240 V,15A, 2P BRANCH CIRCUIT BB 1 MICROINVERTER PER PANEL 3 BRANCH CIRCUIT BB 1 MICROINVERTER PER PANEL 2 ENPHASE COMBINER BOX, 125A ENPHASE IQ COMBINER 4 X-IQ-AM1-240-4 240V, NEMA 3R, UL 1741 BOND #4 AWG TO UNDERGROUND WATER SERVICE LESS THAN 5' FROM WHERE IT ENTERS THE BUILDING BRANCH CIRCUIT BB 1 MICROINVERTER PER PANEL 1 1043 W Fairbrook Ln05/19/23 PA R A G O N S U N 75 4 5 I R V I N E C E N T E R D R I V E # 2 0 0 I R V I N E C A 9 2 6 1 8 Ph o n e : ( 8 5 8 ) 3 8 6 - 0 4 6 3 CS L B # 1 0 2 5 1 1 5 ( C - 4 6 ) X_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ IS S U E D F O R : P E R M I T DA T E : So l a r P h o t o v o l t a i c S y s t e m 1/ 2 5 / 2 0 2 3 J A I M E C H A V E Z 10 4 3 F A I R B R O O K L A N E SA N T A A N A , C A 9 2 7 0 6 A B -- PV-3A EL E C T R I C A L N O T E S ELECTRICAL NOTES ADDITIONAL AHJ REQUIRED ELECTRICAL NOTES 1. PV ARRAYS ARE PER SINGLE LINE.. 2. PV ARRAY COMBINER/JUNCTION BOX PROVIDES TRANSITION FROM ARRAY WIRING TO CONDUIT WIRING. 3. USE UFER GROUND ELECTRODE SYSTEM FROM INVERTER TO EXISTING MAIN SERVICE GROUND ELECTRODE PER CEC 250.58. 4. ALL GROUND CONNECTED TO MAIN SERVICE GROUND IN MAIN SERVICE PANEL. 5. CONNECTORS SHALL BE POLARIS OR EUROSTRIP IT CONNECTORS. 6. INVERTER SHALL BE PER SINGLE LINE, SEE ATTACHED CUT SHEET. 7. AC DISCONNECT SHALL BE PER SINGLE LINE. 8. EQUIPMENT GROUNDING CONDUCTORS ON AC AND DC SIDE SIZED ACCORDING TO CEC 690. 9. ALL CONDUCTORS SHALL BE 600V, 90C STANDARD COPPER. ALL CONDUCTORS IN CONDUIT SHALL BE THWN-2. 10. MAXIMUM DC VOLTAGE DROP SHALL BE 1.5% 11. ALL CONDUCTORS SHALL BE IN CONDUIT UNLESS OTHERWISE NOTED. 12. ALL WORK TO COMPLY WITH 2022 CALIFORNIA ELECTRIC CODE, 2022 CALIFORNIA BUILDING CODE 13. EXACT CONDUIT RUN LOCATIONS SUBJECT TO CHANGE. 14. 3.0 PSF MAX (.5 PSF FROM RACKING, 2.5 PSF FROM MODULES) DEAD LOAD CONTRIBUTED FROM SOLAR ARRAY. 15. CONDUCTORS ON ROOF ARE TO BE A MINIMUM OF 7/8" OFF OF THE ROOF SURFACE. 16.GEC TO BE CONNECTED TO EXISTING UFER. IF UFER IS NOT PRESENT THEN A NEW GROUND ROD WILL BE ADDED FOR GROUNDNG PURPOSES. 17. AN INSULATED GROUNDED CONDUCTOR OF 6 AWG OR SMALLER SHALL BE IDENTIFIED AS WHITE. 18. AN EQUIPMENT GROUNDING CONDUCTOR SHALL NOT BE SMALLER THAN 14 AWG. 19. GROUNDING ELECTRODE CONDUCTOR(S) SHALL BE INSTALLED IN ONE CONTINUOUS LENGTH WITHOUT A SPLICE OR JOINT. IF NECESSARY, SPLICES OR CONNECTIONS SHALL BE MADE AS PERMITTED. RACKING & MODULES ARE GROUNDED VIA A CONTINUOUS #6AWG COPPER CONDUCTOR CONNECTED W/ IRONRIDGE UFO GROUND. MODULES ARE FACTORY PROVIDED W/ 2 THREADED HOLES TO FACILITATE LANDING OF THE LUGS DC SIDE OF ARRAY IS UNGROUNDED AND THEREFORE GEC IS NOT REQUIRED. ALL EQUIPMENT SHALL BE PROPERLY GROUNDED AND BONDED IN ACCORDANCE WITH ARTICLE 250. ALL CIRCUITS CONNECTED TO MORE THAN ONE SOURCE SHALL HAVE OVERCURRENT DEVICES LOCATED SO AS TO PROVIDE OVERCURRENT PROTECTION FROM ALL SOURCES PER CEC 690.9 (A) GROUNDING: IRONRIDGE UFO UL LISTED #2703 PER 2022 CEC, 690.64 (B)(7): LOCATE INVERTER OUTPUT AS FAR AS POSSIBLE FROM NORMAL POWER SUPPLY AT SERVICE PANEL. RELOCATION OF EXISTING CIRCUITS MAY BE NEEDED. DO NOT CHANGE PHASING OF MULTI-WIRE CIRCUITS. PERMANENT SIGNAGE AT PV SUPPLY CIRCUIT BREAKERS MUST SAY: WARNING! INVERTER OUTPUT CONNECTION. DO NOT RELOCATE THIS OVERCURRENT DEVICE. SIGNAGE TO BE LOCATED ADJACENT TO BACKFED BREAKER. 1043 W Fairbrook Ln05/19/23 PA R A G O N S U N 75 4 5 I R V I N E C E N T E R D R I V E # 2 0 0 I R V I N E C A 9 2 6 1 8 Ph o n e : ( 8 5 8 ) 3 8 6 - 0 4 6 3 CS L B # 1 0 2 5 1 1 5 ( C - 4 6 ) X_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ IS S U E D F O R : P E R M I T DA T E : So l a r P h o t o v o l t a i c S y s t e m 1/ 2 5 / 2 0 2 3 J A I M E C H A V E Z 10 4 3 F A I R B R O O K L A N E SA N T A A N A , C A 9 2 7 0 6 A B -- PV-3B EL E C T R I C A L N O T E S SERVICE PANEL LOAD CALCULATIONS HOUSE LOAD SCHEDULE SERVICE PANEL LOAD CALCULATION MAIN HOUSE Area 1500 sf General Lighting 3 = 4.5 kVA Small Appliance 4 = 6 kVA Laundry 1 = 1.5 kVA Oven 9.6 kVA Dryer 11.52 kVA 10kVA @ 100% = 10.0 kVA 40% of Balance = 9.2 kVA Total Adjusted Non-AC Load 19.2 kVA AC Unit 5.76 kVA Net Calculated Load 25.0 kVA 120/240V, 3-Wire Service 104.2 A TOTAL NEW LOAD ON (E)200A SERVICE MAIN HOUSE 104.2 A MAIN BREAKER (DERATED)175.0 A OK SOLAR PV SYSTEM 50 A TOTAL = 154.2 A BUSBAR RATING = 200 A 120% BUSBAR RATING = 240 > 154.2 OK 1043 W Fairbrook Ln05/19/23 PA R A G O N S U N 75 4 5 I R V I N E C E N T E R D R I V E # 2 0 0 I R V I N E C A 9 2 6 1 8 Ph o n e : ( 8 5 8 ) 3 8 6 - 0 4 6 3 CS L B # 1 0 2 5 1 1 5 ( C - 4 6 ) X_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ IS S U E D F O R : P E R M I T DA T E : So l a r P h o t o v o l t a i c S y s t e m 1/ 2 5 / 2 0 2 3 J A I M E C H A V E Z 10 4 3 F A I R B R O O K L A N E SA N T A A N A , C A 9 2 7 0 6 A B -- PV-4 RE Q U I R E D S I G N A G E FR O N T O F H O M E CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: PV DISCONNECT SOLAR ARRAY YOU ARE HERE MAP PLACARD ON FACE OF THE MAIN SERVICE PANEL:MSP7 1043 FAIRBROOK LANE SANTA ANA, CA 92706 F A I R B R O O K L A N E ON THE FACE OF THE MAIN SERVICE DISCONNECT PER CEC 690.13(B): PV SYSTEM DISCONNECT THE FOLLOWING SIGNAGE MUST HAVE A MINIMUM OF 3/8" HIGH LETTERING, IN ARIAL FONT (NON-BOLD), WITH CAPITAL LETTERS, WHITE ON RED BACKGROUND AND ON A REFLECTIVE, WEATHER RESISTANT MATERIAL. ON FACE OF THE SERVICE METER PANEL: SIGNAGE AT MAIN SERVICE PANEL: MSP1 MSP2 MSP5 MSP3 MAXIMUM AC OPERATING CURRENT = 33.88A MAXIMUM AC OPERATING VOLTAGE = 240V RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM ON FACE OF THE SERVICE METER PANEL PER CEC 690.56 (C)(1)(a): SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUTDOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY ON RAPID SHUTDOWN SWITCH LOCATED ON OR WITHIN 3' FROM SWITCH, IN 3 8" LETTERS IN WHITE ON RED BACKGROUND ON A REFLECTIVE LABEL PER CEC 690.56 (C)(3): MSP4 WARNING POWER SOURCE OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE LOCATED AT BACKFED BREAKER PER CEC 705.12(B)(2)(3)(b): MSP6 ON FACE OF THE SERVICE METER PANEL: WARNING DUAL POWER SUPPLY SOURCES: UTILITY GRID AND PV SOLAR ELECTRIC SYSTEM SOLAR PV SYSTEM IS EQUIPPED WITH RAPID SHUTDOWN" SHALL UTILIZE CAPITALIZED CHARACTERS WITH A MINIMUM HEIGHT OF 3/8" IN BLACK ON YELLOW BACKGROUND, AND THE REMAINING CHARACTERS SHALL BE CAPITALIZED WITH A MINIMUM HEIGHT OF 3/16" IN BLACK ON WHITE BACKGROUND. ADJACENT TO THE MAIN SERVICE DISCONNECT: THE MAIN SERVICE BREAKER HAS BEEN DOWNSIZED. MAXIMUM MAIN BREAKER IS 175A. NO UPSIZING IS PERMITTED. MSP8 SERVICE POINT & UTILITY METERING ENPHASE AC COMBINER BOX 1043 W Fairbrook Ln05/19/23 Owner: Jamie Chavez Address: 1043 Fairbrook Lane,Santa Ana, CA 92706 Sheet Item 1-2 Wind parameters 3-4 Seismic parameters and determination of Fp 5 design loads, roof member check, wind uplift check, deflection 6 attachment check, rail span check 7 lateral check Project Number: PGS-1264 Date: BASIS FOR DESIGN CODE: 2022 California Building Code ASCE 7-16 LIVE LOADS ROOF 20.0 psf SNOW 0.0 psf CALCULATIONS FOR SOLAR PHOTOVOLTAIC PANELS: INDEX TO CALCULATIONS Engineering Calculations Performed By: Doug Engineering 5 Via Belmonte, Rancho Santa Margarita, CA 92688 949-285-5104 Engineering Calculations For: ParagonSun 7545 Irvine Center Dr #200, Irvine, CA 92618 (858)3860463 1/26/2023 1043 W Fairbrook Ln05/19/23 FLUSH MOUNTED SOLAR PANELS Type of Roof Hip Roof Slope - = Angle of plane of roof from horizontal, in degrees = 20 deg Mean Roof Height - Eave height will be used for <= 10deg h = 15 ft Building dimensions s1 = 30 ft s2 = 30 ft a = 10% of least horizontal dimension or 0.4h, whichever is smaller, but not less than 4% of the least horizontal direction or 3 ft a = 3 ft B = Horizontal dimension of building normal to wind direction, in ft. B = 20 ft Horizontal dimension of building Attachment Spacing Effective Area A = 15 ft2 p = qh(GCp)(E)(a) 29.4-7 Velocity pressure Exposure Coefficients ROOF OVERHANG Wind Exposure C (GCp)down =0.63 0.63 Kzt =1 (GCp)upz1 =-1.72 -2.22 Kd =0.85 (GCp)upz2r =-2.13 -2.82 Kz =0.85 (GCp)upz2e =-2.37 -2.89 Ke =1 (GCp)upz3 =-2.37 -3.34 E =1 a =0.73 V =95 mph qh = 0.00256KzKztKdKeV2 qh = 16.7 psf p = 12.191 *(GCp) FIGURE 30.3-2E Components & Cladding h<= 60 ft: External Pressure Coefficients, (GCp), for Enclosed and Partially Enclosed Buildings - Hip roofs 7<=20deg (Roof) FIGURE 30.3-2F Components & Cladding h<= 60 ft: External Pressure Coefficients, (GCp), for Enclosed and Partially Enclosed Buildings - Hip roofs 7<=20deg (Overhang) ASCE 7-16 1 1043 W Fairbrook Ln05/19/23 Wind Pressures Wind Down - All Zones 7.7 psf 10 psf, MIN ROOF OVERHANG Zone 1 -20.97 psf -27.06 psf Zone 2r -25.97 psf -34.38 psf Zone 2c -28.89 psf -35.23 psf Zone 3 -28.89 psf -40.72 psf All panels are in Zones 1 and 2e ROOF OVERHANG Use -25.97 psf -35.23 psf 0.6*W -15.6 psf -21.1 psf ASCE 7-16 2 1043 W Fairbrook Ln05/19/23 Soil Site Class = D Risk Category = II SS = 1.462 Mapped Spectral Response acceleration in short periods S1 = 0.537 Mapped Spectral Response acceleration at one second periods SS< 0.25 SS= 1.0 SS>1.25 SS>1.5 0.8 0.8 0.8 0.8 0.9 0.9 1.0 1.0 1.3 1.2 1.2 1.2 1.6 1.1 1.0 1.0 2.4 - - - - - - - Fa = 1.200 (interpolated)SMS = Fa*SS = 1.754 Min. 1.2 per 11.4.3 S1< 0.1 S1= 0.4 S1>0.5 S1>0.6 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 1.5 1.5 1.5 1.4 2.4 1.6 1.5 1.7 4.2 - - - - - - - Fv =1.574 (interpolated) SM1 = Fv*S1 = 0.845 SDS = 2/3 *SMS =1.17 SD1 = 2/3 *SM1 = 0.563 SDS RISK CATEGORY SD1 RISK CATEGORY > I, II III IV > I, II III IV 0 A A A 0 A A A 0.167 B B C 0.067 B B C 0.33 C C D 0.133 C C D 0.5 D D D 0.2 D D D Seismic Design Category = D 1.5 1.5 B E - - F - - 2.2 2.0 D C 0.8 0.8 1.3 Table 1613.2.3(2) 0.8 Values of Site Coefficient Fv S1= 0.2 S1= 0.3 SITE CLASS 1.7 A 0.8 1.3 C E -F - 1.2 SITE CLASS SS= 0.5 SS= 0.75 A 0.8 0.8 B 1.2 0.9 D 1.4 0.9 ASCE 7-16 Table 1613.2.3(1) Values of Site Coefficient Fa 1043 W Fairbrook Ln05/19/23 Seismic Use Group =I Seismic Design Category =D I = 1 SS = 1.462 S1 = 0.537 SMS = 1.754 SM1 = 0.845 R = 6.5 Height = 11.375 T = 0.035*hn^.75 = 0.21679 r (Reliability/Redundancy Factor) = 1 SDS = 1.17 SD1 =0.563 (ASCE 7-16 12.8-2)Cs = SDS/(R/I)= 0.1800 W (ASCE 7-16 12.8-3)Cs <= SD1/[(R/I)T]=0.400 W (ASCE 7-16 12.8-5)Cs >= .01 =0.01 W If S1>0.6g (ASCE 7-16 12.8-5)Cs >= 0.5*S1/[R/I]=0.000 W V(controls)=0.1800 W Determine Fp for seismic loading on attachments Seismic Load on Nonstructural Components Spacing of attachments 6 ft Tributary width of attachments = 1/2 Panel length = 37 in Ap = 18.5 ft2 PV unit weight including racking = 3 psf Wp = 55.5 lb Other mechanical/electrical components ap =1 Fp = 0.4apSDS*Wp/(Rp/Ip)(1+2z/h) 51.95 lb 13.3-1 Rp = 1.5 Ip = 1 Fp <= 1.6SDS*IpWp 103.90 lb 13.3-2 SDS = 1.170 Wp = 55.5 lb Fp >= 0.3SDS*IpWp 19.48 lb 13.3-3 z= 15 ft h= 15 ft ASCE 7-16 1043 W Fairbrook Ln05/19/23 SHEET: 5 OF 7 DATE: DE JOB NO.: DESIGN LOADS Dead Loads Uplift Roof 0.6WL CONC. FLAT TILE 9.0 psf 0.6WL Zone 1 and 2e -15.6 psf, MIN 10 PSF 5/8" Ply shtg 1.9 Overhang -21.1 psf Rf Frm'g 2.8 pWLdown = 7.7 psf 10 psf, MIN 10 PSF Misc.1.5 Uplift 0.6DL+0.6WL (N) PV System 3.0 Zone 1 0.6*3 -15.6 -13.8 psf Zone 2 0.6*3 -21.1 -19.3 psf Total DL 18.2 psf Downward DL+0.6WL LL 20.0 psf PDL+WL =13.0 psf SNOW 0.0 psf Rafter Check Existing 2x4 TRUSSES @ 24" o.c Spacing 2.00 ft Trib panel width =6 ft E 1500000 psi Fb = 900*1.5*1.15 1553 psi I 5.4 in^4 MallowWind =1110 ft-lb Span1 7.16 ft MallowLL =867 ft-lb Span2 7.16 ft See below for Wind Uplift loads Span3 0.00 ft due to concentated loads at attachments Span4 0.00 ft (Distance to Att. Pts) a b R1 (lb) R 2 (lb Load (psf) Trib W (ft) Wind Uplift (lb) Mmax wind(ft- lb) Wind Down (lb) P = PVDL (lb) -1.50 1 -0.47 -0.47 7.63 416.0 -25.6 21.1 6.0 390.4 -183 185 55.5 240.5 2 3.45 3.45 3.71 149.5 139.1 15.6 6.0 288.6 516 185 55.5 240.5 3 5.32 5.32 1.84 74.2 214.4 15.6 6.0 288.6 395 185 55.5 240.5 4 9.24 2.08 5.08 204.8 83.8 15.6 6.0 288.6 426 185 55.5 240.5 10.18 Span 1 Uniform DL 7.16 65.3 65.3 9.1 psf 2.0 18.2 plf 116.9 Span 2 Uniform DL 7.16 65.3 65.3 9.1 psf 2.0 18.2 116.9 Reactions at Span1 705.0 393.2 Negative values are uplift reactions Reactions at Span2 270.1 149.1 Mmaxwindup =420 ft-lb < 1110 ft-lb OK Mmaxwinddown =774 ft-lb < 1110 ft-lb OK For DL+LL including the PV system weight point loads w = 70.4 plf P = 55.5 lb Mmax =585 ft-lb < 867 ft-lb OK Deflection Check DDL = 5wL4 /(384EI) (5*18.2*7.16^4)*1728 = 0.268 in = L/ 320.9 OK 384*1.5E6*5.4 PROJECT: CLIENT: BY: PV Panels for Jamie Chavez ParagonSun Doug Engineering 1/26/2023 PGS-1264 P = DL+WL (lb) 1043 W Fairbrook Ln05/19/23 SHEET: 6 OF 7 DATE: DE JOB NO.: CHECK SCREW ATTACHMENTS FOR WIND UPLIFT Pwuplift =390.4 lb 5/16" Lag with min 2.5" penetration for each attachment Table 12.2A - NDS - Lag Screw Withdrawal Values For 5/16" Lag into .5G wood 266 lb Allowable wind load = 1.6*2.5*266 1064 lb > 390.4 lb OK CHECK SCREW ATTACHMENTS FOR SHEAR DUE TO SEISMIC Fp Fp = 51.95 lb Roof slope/module tilt 20 deg Shear = Fp*cos(20 ) = 48.8 lb Fp sin(ang) Tension = Fp*sin(20 ) = 17.8 lb Fp cos(ang) Table 11K - NDS Z =190 lb C D =1.6 ` Z' = Z*CD =304 lb >48.82 lb OK Withdrawal capacity W' = 1064 lb Interaction Equation ft/Ft+fv/Fv 0.384 +0.161 = 0.545 < 1 OK RAIL SPAN CHECK Ironridge Railing Check Load for half a panel = 2.7' WXR10 = 62.1 plf Per the Ironridge Structural Analysis of the Ironridge XR10 Rail for 95 mph and 0 psf snow, the max span for XR10 Ironridge Rails is 88" for Exposure C Use XR10 Rails with a spacing of 72" o.c. max for attachment points. PROJECT: CLIENT: BY: PV Panels for Jamie Chavez ParagonSun Doug Engineering 1/26/2023 PGS-1264 1043 W Fairbrook Ln05/19/23 SHEET: 7 OF 7 DATE: DE JOB NO.: LATERAL ANALYSIS DETERMINE ADDITIONAL LOAD COMPARED TO EXISTING FOR LATERAL LOADING Aroofexisting= = 2577 sf Wpanel = 48.1 lb Wroofexisting = 15.2*2577 =39170 lb 28 *Wpanel = 1345.4 lb Wwallexisting = 15*80*4 =4800 lb Wrestofarray =427 lb Wexisting =43970 lb Warray =1772.4 lb V =0.18 W Vroofexisting =7915 lb Existing Total Lateral Force Vroofwpanels =8234 lb New Total Later Force % increase = 8234 increase which results in less than a 10% increase in the 7915 stress of existing lateral resisting elements OK BY: Doug Engineering PGS-1264 PROJECT: PV Panels for Jamie Chavez CLIENT: ParagonSun 1/26/2023 *100%-100% = 4% 1043 W Fairbrook Ln05/19/23 Rev: 2/17/2015 RESIDENTIAL PHOTOVOLTAIC CHECKLIST SOL-01 CBC 2013 Solar Photovoltaic (PV) Checklist for Detached SINGLE FAMILY RESIDENCES Only Instructions: The licensed contractor of record shall fill in the address of the project, contractor’s licensing information and answer questions 1 -10 below. Complete and sign the certification section. **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 array be flush mounted to the existing roof so that the plane of the modules (panels) are parallel to the plane of the roof? 2. Will the PV system weigh maximum 3 pounds per square feet or less? 3. Will the PV system be installed where the modules do not overhang any roof edges (such as eaves, gabled ends, ridges and hips)? 4. 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? 5. Will the PV system be installed without using any ballast system or counter-weight system? 6. Will the PV system be installed on a roof having only one roofing layer with no overlays? 7. Will the PV system layout provide a three-foot wide clear access pathway per the latest edition of “Guideline for Fire Safety Elements of Solar Photovoltaic Systems” by OCFA? (Guideline available on the OCFA website: http://www.ocfa.org) 8. Do the plans show a maximum horizontal anchor spacing of 6 feet? 9. Do the plans show a minimum of 2-1/2 inch lag screw embedment into roof rafters? 10. Are ALL the structural pages of the plans WET 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 1043 Fairbrook Lane,Santa Ana, CA 92706 (858) 386-0463 #1025115 (C-46) PARAGONSUN x x x x x x x x x x JAIME CHAVEZ 1/25/2023 Cori@psun.us 1043 W Fairbrook Ln05/19/23 Certificate Of Completion Envelope Id: 464ACA944AA84272B2C848701171FF01 Status: Completed Subject: Complete with DocuSign: Authorization Letter Source Envelope: Document Pages: 1 Signatures: 1 Envelope Originator: Certificate Pages: 2 Initials: 0 Cori Larsen AutoNav: Enabled EnvelopeId Stamping: Enabled Time Zone: (UTC-08:00) Pacific Time (US & Canada) 126 Newall nil Irvine, CA 92618 cori@paragonsun.com IP Address: 98.191.155.74 Record Tracking Status: Original 2/3/2023 11:15:39 AM Holder: Cori Larsen cori@paragonsun.com Location: DocuSign Signer Events Signature Timestamp Jamie Chavez grt133@aol.com Security Level: Email, Account Authentication (None) Signature Adoption: Drawn on Device Using IP Address: 76.175.223.61 Signed using mobile Sent: 2/3/2023 11:16:43 AM Viewed: 2/4/2023 8:11:18 AM Signed: 2/4/2023 8:11:31 AM Electronic Record and Signature Disclosure: Not Offered via DocuSign 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 Cori Larsen cori@psun.us _manager Cori Larsen Security Level: Email, Account Authentication (None) Sent: 2/4/2023 8:11:33 AM Electronic Record and Signature Disclosure: Not Offered via DocuSign Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Hashed/Encrypted 2/3/2023 11:16:43 AM Certified Delivered Security Checked 2/4/2023 8:11:18 AM Signing Complete Security Checked 2/4/2023 8:11:31 AM Completed Security Checked 2/4/2023 8:11:33 AM 1043 W Fairbrook Ln05/19/23 Payment Events Status Timestamps 1043 W Fairbrook Ln05/19/23