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1017 N Wright St - Plan
A B -- 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 8/ 2 2 / 2 0 2 4 RO D O L F O M O R E N O 1 0 1 7 N O R T H W R I G H T S T R E E T SA N T A A N A , C A 9 2 7 0 1 24 - 1 4 0 2 (7 1 4 ) - 6 1 4 - 6 9 5 1 98 8 0 I n d i a n a A v e n u e , S u i t e 2 Ri v e r s i d e , C A 9 2 5 0 3 Ph o n e : ( 8 6 6 ) 4 6 4 - 8 9 6 8 CS L B # 9 9 7 0 5 4 ( B , C - 1 0 , C - 4 6 , C - 3 9 ) X_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GU Y O U C O N S T R U C T I O N , IN C . PV-1 PROJECT INFORMATION/SCOPE OF WORK VICINITY MAP SHEET INDEX APPLICABLE CODES PLAN SET LEGEND SUB SERVICE PANEL AC DISCONNECT DC DISCONNECT SOLAR COMBINER BOX INVERTER SUB AC DC SLC INV JUNCTION BOXJB ABBREVIATIONS EXTERIOR INTERIOR EXT INT NEW(N) EXISTING(E) ELECTRICAL METALLIC TUBING EMT RIGID METALLIC CONDUIT RMC VOLTAGE OPEN CIRCUITVOC VOLTAGE AT MAX. POWERVMP SHORT CIRCUIT CURRENTISC CURRENT AT MAX. POWERIMP AHJ NOTES PV MONITORINGM NOT TO SCALENTS OCCUPANCY: R-3 CONSTRUCTION TYPE: VB UNSPRINKLERED MAIN SERVICE PANEL MSP PR O J E C T I N F O R M A T I O N PV-1 PROJECT INFORMATION PV-1A SITE PLAN, HOUSE PHOTO PV-1B FIRE ACCESS PATHWAY 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 ENPHASE AC SOLAR PVENCOMBINER BOX 25 X 400 W Hanwha Q CELLS Q.PEAK DUO BLK ML-G10+ 400 ROOF MOUNTED SOLAR PHOTOVOLTAIC MODULES 25 X 325 W Enphase Energy IQ8M-72-2-US (SI1-JUN20) (240V) SYSTEM SIZE: 10.000 kW DC STC, 9.009 kW CEC-AC ARRAY AREA: 528 SF PANEL UPGRADE:225 A AHJ:CITY OF SANTA ANA APN:400-293-04 RODOLFO MORENO 1017 NORTH WRIGHT STREET SANTA ANA, CA 92701 PROJECT SITE ELECTRIC VEHICLEEVOUTLET FLEXIBLE METALLIC CONDUITFMC PERFORMANCE METER STORAGE BATTERYBAT PLP PROTECTED LOAD PANEL AUTHORITY HAVINGAHJ JURISDICTION RIGID GALVANIZED STEELRGS ENERGY STORAGEESS SYSTEM INSTALLATION OF NEW SOLAR PV SYSTEM: LATITUDE 33.754170 - LONGITUDE -117.846340 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 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. 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#: 101121455 Elec#: 20184418 1017 N Wright St 11/4/2024 1017 N Wright St 11/4/2024 1017 N Wright St 11/4/2024 1017 N Wright St 11/4/2024 1017 N Wright St 11/4/2024 1017 N Wright St 11/4/2024 1017 N Wright St 11/4/2024 1017 N Wright St 11/4/2024 1017 N Wright St 11/4/2024 X-IQ-AM1-240-4 X2-IQ-AM1-240-4 (IEEE 1547:2018) The IQ Combiner 4/4C with IQ Gateway and integrated LTE-M1 cell modem (included only with IQ Combiner 4C) consolidates interconnection equipment into a single enclosure. It 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. IQ Combiner 4/4C To learn more about Enphase offerings, visit enphase.com Data Sheet Enphase Networking Smart Includes IQ Gateway for communication and control Includes Mobile Connect cellular modem (CELLMODEM-M1-06-SP-05), included only with IQ Combiner 4C Includes solar shield to match Enphase IQ Battery Supports Wi-Fi, Ethernet, or cellular connectivity Optional AC receptacle available for PLC bridge Provides production metering and consumption monitoring Simple Mounts on single stud with centered brackets Supports bottom, back and side conduit entry Allows up to four 2-pole branch circuits for 240VAC plug-in breakers (not included) 80A total PV or storage branch circuits Reliable Five-year limited warranty Two years labor reimbursement program coverage included for both the IQ Combiner SKU's UL listed X2-IQ-AM1-240-4 and X2-IQ-AM1-240-4C comply with rd Ed.) X-IQ-AM1-240-4C X2-IQ-AM1-240-4C (IEEE 1547:2018) Q-AM1-240-4C Q AM1 240 4C (IEEE 1547 2 M1-240-4 2018)2018) © 2022 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. MODEL NUMBER IQ Combiner 4 X-IQ-AM1-240-4 X2-IQ-AM1-240-4 (IEEE 1547:2018) IQ Combiner 4 with 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 and IQ System Controller 2 and to IQ Combiner 4C X-IQ-AM1-240-4C X2-IQ-AM1-240-4C (IEEE 1547:2018) IQ Combiner 4C with IQ Gateway printed circuit board for integrated revenue grade PV production metering (ANSI C12.20 ± 0.5%) and consumption monitoring (± 2.5%). Includes 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 the installation area.) Includes a silver solar shield to match the ACCESSORIES AND REPLACEMENT PARTS (not included, order separately) Supported microinverters IQ6, IQ7, and IQ8. (Do not mix IQ6/7 Microinverters with IQ8) 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 - 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 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 XA-SOLARSHIELD-ES Replacement solar shield for IQ Combiner 4/4C Accessory receptacle for Power Line Carrier in IQ Combiner 4/4C (required for EPLC-01) X-IQ-NA-HD-125A Hold-down kit for Eaton circuit breaker with screws Consumption monitoring CT (CT-200-SPLIT/CT-200-CLAMP) A pair of 200A split core current transformers ELECTRICAL SPECIFICATIONS Rating Continuous duty System voltage 120/240VAC, 60 Hz Eaton BR series busbar rating 125A Max. continuous current rating 65A Max. continuous current rating (input from PV/storage) 64A Max. fuse/circuit rating (output) 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) IQ Gateway breaker 10A or 15A rating GE/Siemens/Eaton included Production metering CT 200A solid core pre-installed and wired to IQ Gateway MECHANICAL DATA Dimensions (WxHxD) Weight 7.5 kg (16.5 lbs) Ambient temperature range -40ºC to +46ºC (-40ºF to 115ºF) Cooling Natural convection, plus heat shield Enclosure environmental rating Wire sizes 20A to 50A breaker inputs: 14 to 4 AWG copper conductors 60A 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 INTERNET CONNECTION OPTIONS Integrated Wi-Fi IEEE 802.11b/g/n Cellular CELLMODEM-M1-06-SP-05, CELLMODEM-M1-06-AT-05 (4G based LTE-M1 cellular modem). Note that an Mobile Connect cellular modem is required for all Enphase Energy System installations. Ethernet COMPLIANCE Compliance, IQ Combiner CA Rule 21 (UL 1741-SA) rd Ed. (X2-IQ-AM1-240-4 and X2-IQ-AM1-240-4C) 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 IQ Combiner 4/4C 1017 N Wright St 11/4/2024 1017 N Wright St 11/4/2024 PV MODULERELIABILITY SCORECARD 2022TOPPERFORMER 1017 N Wright St 11/4/2024 1017 N Wright St 11/4/2024 (G) GUVOU CONSTRUCTION, INC. 09/06/2024 To whom it may concern, Th is letter is to authorize the following to pull permits and business licenses on behalf of Guyou Construction Inc. CSLB license 997054 (8, C-10, C-39, C-46) valid through 9.6.2025 •Mario Baca •David Vitela •Desiree Luna •Veronica Zamora •Francine Garcia •Jenifer Sandoval •Raul Alarcon-1-iernandez •Scott Groth •Mauricio Corrales •Nico Matas •Keith Greetis Marcus Gayou CEO MELISSA RODRIGUEZ COMM. #2389197 z Not&ry Public • C,llfomll s Rrverside County - M Comm. Ex ttes Jan. 3, 2026 A notary public or other officer con1pleting this cem cate verifies only the idenmy of the ,nd,vidual who signed the document to which this cert:hcate" attached, and 110t the tNthfulneu, accurac . or valid1t of hat document. S11tt_pf C:.llfornla, County ot_.....,..._ ____ .......,.__. Subscrlb d and sworn to (or affirmed) efore me •.• on 9880 Indiana Ave Ste 2 Riverside, CA 92503 I1.866.GO.GUYOU I info@guyouconstruction.com CSLB #997054 -B. C-10, C-39, C-46 1017 N Wright St 11/4/2024 Owner: Rodolfo Moreno Address: 1017 North Wright Street, Santa Ana CA 92701 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: GUC-2909 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: Guyou Construction, Inc. 9880 Indiana Avenue, Suite 2, Riverside, CA 92503 (866) 464-8968 8/23/2024 1017 N Wright St 11/4/2024 FLUSH MOUNTED SOLAR PANELS Type of Roof Gable Roof Slope - = Angle of plane of roof from horizontal, in degrees =22 deg Mean Roof Height - Eave height will be used for <= 10deg h = 22 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 f 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 = 14 ft2 p = qh(GCp)(E)(a)29.4-7 Velocity pressure Exposure Coefficient ROOF OVERHANG Wind Exposure C (GCp)down = 0.5 0.5 Kzt =1 (GCp)upz1 = -1.5 -2 Kd =0.85 (GCp)upz2e = -1.5 -2 Kz =0.85 (GCp)upz2n = -2.34 -2.9 Ke =1 (GCp)upz2r = -2.34 -2.9 E =1 (GCp)upz3e = -2.34 -3.36 a = 0.74 (GCp)upz3r = -2.71 -3.56 V = 95 mph qh = 0.00256KzKztKdKeV2 qh = 16.7 psf p = 12.358 *(GCp) FIGURE 30.3-2C Components & Cladding h<= 60 ft: External Pressure Coefficients, (GCp), for Enclosed and Partially Enclosed Buildings - Gable roofs 20<=27deg ASCE 7-16 1 1017 N Wright St 11/4/2024 Wind Pressures Wind Down - All Zones 6.2 psf 10 psf, MIN ROOF OVERHANG Zone 1 -18.54 psf -24.72 psf Zone 2e -18.54 psf -24.72 psf Zone 2n -28.92 psf -35.84 psf Zone 2r -28.92 psf -35.84 psf Zone 3e -28.92 psf -41.52 psf Zone 3r -33.49 psf -43.99 psf All panels are in Zones 1 and 2e ROOF OVERHANG Use -18.54 psf -24.72 psf 0.6*W -11.1 psf -14.8 psf ASCE 7-16 2 1017 N Wright St 11/4/2024 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 ASCE 7-16 Table 1613.2.3(1) Values of Site Coefficient Fa 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 0.8 0.8 1.3 Table 1613.2.3(2) 0.8 Values of Site Coefficient Fv S1= 0.2 S1= 0.3SITE CLASS 1.7 A 0.8 1.3 C E - 1.5 1.5 B E - - F - - 2.2 2.0D C 1017 N Wright St 11/4/2024 Soil Site Class D Risk Category = II Seismic Design Category = Null I = 1 SS = 1.462 S1 = 0.537 SMS = 1.754 SM1 = Null R = 6.5 Height = 11.375 T = 0.035*hn^.75 = 0.21679 r (Reliability/Redundancy Factor) = 1 SDS = 1.17 SD1 = Null Equivalent Lateral Force procedure (ASCE 7-16 12.8-2)Cs = SDS/(R/I) =Cs *W (ASCE 7-16 12.8-3)Cs <= SD1/[(R/I)T] = 0.1800 W (ASCE 7-16 12.8-5)Cs >= .01 = Null W If S1>0.6g = 0.01 W (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 5.33 ft Tributary width of attachments = 1/2 Panel length = 37 in Ap =16.4 ft PV unit weight including racking = 3 psf W p =49.3025 lb Other mechanical/electrical components ap =1 Fp = 0.4apSDS*Wp/(Rp/Ip)(1+2z/h)46.15 lb 13.3-1 Rp =1.5 Ip =1 Fp <= 1.6SDS*IpW p 92.29 lb 13.3-2 SDS = 1.170 Wp = 49.3025 lb Fp >= 0.3SDS*IpW p 17.31 lb 13.3-3 z= 22 ft h= 22 ft ASCE 7-16 1017 N Wright St 11/4/2024 SHEET: 5 OF 7 DATE: DE JOB NO.: DESIGN LOADS Dead Loads Uplift Roof 0.6WL COMP SHINGLE 4.0 psf 0.6WL Zone 1 and 2e -11.1 psf, MIN 10 PSF 5/8" Ply shtg 1.9 Overhang -14.8 psf Rf Frm'g 2.8 pWLdown =6.2 psf 10 psf, MIN 10 PSF Misc. 1.5 Uplift 0.6DL+0.6WL (N) PV System 3.0 Zone 1 0.6*3 -11.1 -9.3 psf Zone 2 0.6*3 -14.8 -13 psf Total DL 13.2 psf Downward DL+0.6WL LL 20.0 psf PDL+WL =13.0 psf SNOW 0.0 psf Rafter Check Existing 2x6 RAFTERS @ 24" o.c Spacing 2.00 ft Trib panel width = 5.33 ft E 1500000 psi Fb =900*1.3*1.15 1346 psi I 20.8 in^4 MallowWind =1356 ft-lb Span1 8.75 ft MallowLL =1060 ft-lb Span2 8.75 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) R2 (lb Load (psf) Trib W (ft) Wind Uplift (lb) Mmax wind(ft- lb) Wind Down (lb) P = PVDL (lb) 2.00 1 2.78 2.78 5.97 124.5 58.0 11.1 5.3 182.4 346 164.3 49.3 213.6 2 6.64 6.64 2.11 44.0 138.4 11.1 5.3 182.4 292 164.3 49.3 213.6 3 8.50 8.50 0.25 5.2 177.2 11.1 5.3 182.4 44 164.3 49.3 213.6 4 12.36 3.61 5.14 107.2 75.3 11.1 5.3 182.4 387 164.3 49.3 213.6 13.29 Span 1 Uniform DL 8.75 53.6 53.6 6.1 psf 2.0 12.2 plf 117.1 Span 2 Uniform DL 8.75 53.6 53.6 6.1 psf 2.0 12.2 117.1 Reactions at Span1 227.2 427.1 Negative values are uplift reactions Reactions at Span2 160.7 128.8 Mmaxwindup = 250 ft-lb < 1356 ft-lb OK Mmaxwinddown = 747 ft-lb < 1356 ft-lb OK For DL+LL including the PV system weight point loads w = 60.4 plf P = 49.3 lb Mmax =705 ft-lb < 1060 ft-lb OK Deflection Check DDL = 5wL4/(384EI)(5*13.2*8.75^4)*1728 = 0.112 in = L/ 941 OK 384*1.5E6*20.8 PROJECT: CLIENT: BY: PV Panels for Rodolfo Moreno Guyou Construction, Inc. Doug Engineering 8/23/2024 GUC-2909 P = DL+WL (lb) 1017 N Wright St 11/4/2024 SHEET: 6 OF 7 DATE: DE JOB NO.: CHECK SCREW ATTACHMENTS FOR WIND UPLIFT Pwuplift =182.4 lb 5/16" Lag with min 1.5" 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*1.5*266 638.4 lb > 182.4 lb OK CHECK SCREW ATTACHMENTS FOR SHEAR DUE TO SEISMIC Fp Fp = 46.15 lb Roof slope/module tilt 22 deg Shear = Fp*cos( 22 ) = 42.8 lb Fp sin(ang) Tension = Fp*sin( 22 ) = 17.3 lb Fp cos(ang) Table 11K - NDS Z = 190 lb CD = 1.6 ` Z' = Z*CD =304 lb > 42.8 lb OK Withdrawal capacity W' = 638.4 lb Interaction Equation ft/Ft+fv/Fv 0.313 + 0.141 = 0.454 < 1 OK RAIL SPAN CHECK Unirac NXT Rail check Invisimount Rail Properties Tributary width = half a panel Moment of Inertia I = 0.2 in^4 wtrib =3.083 ft Section Modules S = 0.168 in^3 Uniform Load = wind load * trib Yield Strength y =35000 psi wSWH =34 plf Tensile Strength u =38000 psi Span = distance between attachment points = L Masd allow = 0.6*y*S 294 lb-ft L = 6 ft MSWH = Wswh*L /8 154 lb-ft < 294 lb-ft OK 8/23/2024 GUC-2909 PROJECT: CLIENT: BY: PV Panels for Rodolfo Moreno Guyou Construction, Inc. Doug Engineering 1017 N Wright St 11/4/2024 SHEET: 7 OF 7 DATE: DE JOB NO.: LATERAL ANALYSIS DETERMINE ADDITIONAL LOAD COMPARED TO EXISTING FOR LATERAL LOADING Aroofexisting== 2098 sf W panel =47.4 lb W roofexisting =10.2*2098 = 21400 lb 25 *W panel = 1185 lb W wallexisting =15*80*4 = 4800 lb W restofarray =397.5 lb W existing =26200 lb W array = 1582.5 lb V = 0.18 W Vroofexisting =4716 lb Existing Total Lateral Force Vroofwpanels =5001 lb New Total Later Force % increase = 5001 increase which results in less than a 10% increase in the 4716 stress of existing lateral resisting elements OK*100%-100% = 6% BY: Doug Engineering GUC-2909 PROJECT: PV Panels for Rodolfo Moreno CLIENT: Guyou Construction, Inc. 8/23/2024 1017 N Wright St 11/4/2024 1017 N Wright St 11/4/2024 1017 N Wright St 11/4/2024 1017 N Wright St 11/4/2024 Expedited Permit Process for PV Systems - Micro-Inverter1 Expedited Permit Process for PV Systems Micro-Inverter The Solar America Board for Codes and Standards (Solar ABCs) Expedited Permit Pro- cess provides a means to differentiate systems that can be permitted quickly and easily due to their similarity with the majority of small-scale PV systems. Those systems with unique characteristics may be handled with small additions to this Expedited Permit Process or may require much more information, depending on the uniqueness of the installation. The following pages contain forms for the Micro-Inverter to use with the Expedited Per- mit Process. The Standard String, AC Module, and Supply-Side Connection forms are also available as interactive PDF files at www.solarabcs.org/permitting. In jurisdic- tions that have adopted the Expedited Permit Process for PV Systems, these forms can be filled out electronically and submitted in either printed form and via email. An elec- tronic format is used so that the supplied information is standardized and legible for the local jurisdiction. 1017 N Wright St 11/4/2024 Expedited Permit Process for PV Systems — Micro-Inverter 2 Expedited Permit Process for Small-Scale PV Systems Micro-Inverter The information in this guideline is intended to help local jurisdictions and contractors identify when PV system installations are simple, needing only a basic review, and when an installation is more complex. It is likely that 50%-75% of all residential systems will comply with these simple criteria. For projects that fail to meet the simple criteria, resolution steps have been suggested to provide as a path to permit approval. Required Information for Permit: 1.Site plan showing location of major components on the property. This drawing need not be exactly to scale, but it should represent relative location of components at site (see supplied example site plan). PV arrays on dwellings with a 3’ perimeter space at ridge and sides may not need separate fire service review. 2.Electrical diagram showing PV array configuration, wiring system, overcurrent protection, inverter, disconnects, required signs, and ac connection to building (see supplied standard electrical diagram). 3.Specification sheets and installation manuals (if available) for all manufactured components including, but not limited to, PV modules, inverter(s), combiner box, disconnects, and mounting system. Step 1: Structural Review of PV Array Mounting System Is the array to be mounted on a defined, permitted roof structure? l Yes l No If No due to non-compliant roof or a ground mount, submit completed worksheet for the structure WKS1. Roof Information: 1.Is the roofing type lightweight (Yes = composition, lightweight masonry, metal, etc…)__________________________ ____________________________________________________________________________________________________ If No, submit completed worksheet for roof structure WKS1 (No = heavy masonry, slate, etc…). 2.Does the roof have a single roof covering?l Yes l No If No, submit completed worksheet for roof structure WKS1. 3.Provide method and type of weatherproofing roof penetrations (e.g. flashing, caulk).____________________________ Mounting System Information: 1.Is the mounting structure an engineered product designed to mount PV modules with no more than an 18” gap beneath the module frames?l Yes l No If No, provide details of structural attachment certified by a design professional. 2.For manufactured mounting systems, fill out information on the mounting system below: a.Mounting System Manufacturer ___________Product Name and Model#________________________________ b.Total Weight of PV Modules and Rails ___________lbs c.Total Number of Attachment Points____________ d.Weight per Attachment Point (b÷c)_________________lbs (if greater than 45 lbs, see WKS1) e.Maximum Spacing Between Attachment Points on a Rail ______________inches (see product manual for maximum spacing allowed based on maximum design wind speed) f.Total Surface Area of PV Modules (square feet)_________________ ft2 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. 1017 N Wright St 11/4/2024 E x p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 3 Micro-Inverter Site Plan 1017 N Wright St 11/4/2024 E x p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 4 Micro-Inverter Electrical Diagram Contractor Name, Address and Phone:One-Line Standard Electrical Diagram for Micro-Inverter PV Systems Site Name: Site Address: System AC Size: SIZE FSCM NO DWG NO REV E1.1a SCALE NTS Date: SHEET Drawn By: Checked By: DESCRIPTION OR CONDUCTOR TYPE USE-2 or PV WIRE GEC EGC X ALL THAT APPLY EXTERIOR CABLE LISTED W/ INV. THWN-2 or XHHW-2 or RHW-2 GEC EGC X ALL THAT APPLY NO DC GEC IF 690.35 SYSTEM THWN-2 or XHHW-2 or RHW-2 GEC EGC X ALL THAT APPLY TAG 1 2 3 4 5 CONDUIT AND CONDUCTOR SCHEDULE COND. GAUGE MFG MFG NUMBER OF CONDUCTORS MFG Cable MFG Cable CONDUIT TYPE N/A N/A N/A SAME SAME CONDUIT SIZE N/A N/A N/A SAME SAME DESCRIPTION PV DC or AC MODULE DC/AC INVERTER (MICRO) J-BOX (IF USED) PV ARRAY AC COMB. PANEL (IF USED) GEN METER (IF USED) AC DISCONNECT (IF USED) SERVICE PANEL TAG 1 2 3 4 5 6 7 8 PART NUMBER NOTES FOR UNUSED MODULES PUT "N/A” in BLANK ABOVE 1 1 3 2 3 EQUIPMENT SCHEDULE 2 _____ MICRO-INVERTERS IN BRANCH- CIRCUIT MOD ____ DC AC MOD ____ DC AC MOD ____ DC AC MOD ____ DC AC MOD ____ DC AC MOD ____ DC AC J-BOX 4 AC DISCO M BUILDING GROUNDING ELECTRODE G M UTILITY SERVICE MAIN SERVICE PANEL MAIN OCPD INVERTER OCPD 6 7 8 5 4 5 G SEE GUIDE APPENDIX D FOR INFORMATION ON MODULE AND ARRAY GROUNDING AC COMBINER PANEL G ____ MICRO-INVERTERS IN BRANCH- CIRCUIT 1017 N Wright St 11/4/2024 E x p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 5 Contractor Name, Address and Phone:Notes for One-Line Standard Electrical Diagram for Single-Phase PV Systems Site Name: Site Address: System AC Size: SIZE FSCM NO DWG NO REV E1.2a SCALE NTS Date: SHEET Drawn By: Checked By: MAX POWER-POINT CURRENT (IMP) MAX POWER-POINT VOLTAGE (VMP) OPEN-CIRCUIT VOLTAGE (VOC) SHORT-CIRCUIT CURRENT (ISC) MAX SERIES FUSE (OCPD) MAXIMUM POWER (PMAX) MAX VOLTAGE (TYP 600VDC) VOC TEMP COEFF (mV/oC or %/oC ) IF COEFF SUPPLIED, CIRCLE UNITS MODULE MAKE MODULE MODEL PV MODULE RATINGS @ STC (Guide Section 5) MAX DC VOLT RATING MAX POWER @ 40oC NOMINAL AC VOLTAGE MAX AC CURRENT MAX OCPD RATING INVERTER MAKE INVERTER MODEL INVERTER RATINGS (Guide Section 4) 1) IF UTILITY REQUIRES A VISIBLE-BREAK SWITCH, DOES THIS SWITCH MEET THEREQUIREMENT? YES NO N/A 2) IF GENERATION METER REQUIRED, DOES THIS METER SOCKET MEET THE REQUIREMENT? YES NO N/A 3) SIZE PHOTOVOLTAIC POWER SOURCE (DC) CONDUCTORS BASED ON MAX CURRENT ON NEC 690.53 SIGN OR OCPD RATING AT DISCONNECT 4) SIZE INVERTER OUTPUT CIRCUIT (AC) CONDUCTORS ACCORDING TO INVERTER OCPD AMPERE RATING. (See Guide Section 9) 5) TOTAL OF ______ INVERTER OUTPUT CIRCUIT OCPD(s), ONE FOR EACH MICRO-INVERTER CIRCUIT. DOES TOTAL SUPPLY BREAKERS COMPLY WITH 120% BUSBAR EXCEPTION IN 690.64(B)(2)(a)? YES NO NOTES FOR INVERTER CIRCUITS (Guide Section 8 and 9): 1.) LOWEST EXPECT AMBIENT TEMPERATURE BASED ON ASHRAE MINIMUM MEAN EXTREME DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION. LOWEST EXPECTED AMBIENT TEMP ____oC 2.) HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED ON ASHRAE HIGHEST MONTH 2% DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION. HIGHEST CONTINUOUS TEMPERATURE ____oC 2.) 2009 ASHRAE FUNDAMENTALS 2% DESIGN TEMPERATURES DO NOT EXCEED 47oC IN THE UNITED STATES (PALM SPRINGS, CA IS 44.1oC). FOR LESS THAN 9 CURRENT-CARRYING CONDUCTORS IN ROOF-MOUNTED SUNLIT CONDUIT AT LEAST 0.5" ABOVE ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE OF 47oC OR LESS (ALL OF UNITED STATES), a) 12 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULESWITH Isc OF 7.68 AMPS OR LESS WHEN PROTECTED BY A 12-AMP OR SMALLER FUSE.b) 10 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULESWITH Isc OF 9.6 AMPS OR LESS WHEN PROTECTED BY A 15-AMP OR SMALLER FUSE. NOTES FOR ARRAY CIRCUIT WIRING (Guide Section 6 and 8 and Appendix E): OCPD = OVERCURRENT PROTECTION DEVICE NATIONAL ELECTRICAL CODE®REFERENCES SHOWN AS (NEC XXX.XX) NOTES FOR ALL DRAWINGS: SIGNS–SEE GUIDE SECTION 7 SIGN FOR DC DISCONNECT SIGN FOR INVERTER OCPD AND AC DISCONNECT (IF USED) No sign necessary since 690.51 marking on PV module covers needed information AC OUTPUT CURRENT NOMINAL AC VOLTAGE SOLAR PV SYSTEM AC POINT OF CONNECTION THIS PANEL FED BY MULTIPLE SOURCES (UTILITY AND SOLAR) Notes for Micro-Inverter Electrical Diagram 1017 N Wright St 11/4/2024 Expedited Permit Process for PV Systems - Micro-Inverter1 Expedited Permit Process for PV Systems Micro-Inverter The Solar America Board for Codes and Standards (Solar ABCs) Expedited Permit Pro- cess provides a means to differentiate systems that can be permitted quickly and easily due to their similarity with the majority of small-scale PV systems. Those systems with unique characteristics may be handled with small additions to this Expedited Permit Process or may require much more information, depending on the uniqueness of the installation. The following pages contain forms for the Micro-Inverter to use with the Expedited Per- mit Process. The Standard String, AC Module, and Supply-Side Connection forms are also available as interactive PDF files at www.solarabcs.org/permitting. In jurisdic- tions that have adopted the Expedited Permit Process for PV Systems, these forms can be filled out electronically and submitted in either printed form and via email. An elec- tronic format is used so that the supplied information is standardized and legible for the local jurisdiction. 1017 N Wright St 11/4/2024 Expedited Permit Process for PV Systems — Micro-Inverter 2 Expedited Permit Process for Small-Scale PV Systems Micro-Inverter The information in this guideline is intended to help local jurisdictions and contractors identify when PV system installations are simple, needing only a basic review, and when an installation is more complex. It is likely that 50%-75% of all residential systems will comply with these simple criteria. For projects that fail to meet the simple criteria, resolution steps have been suggested to provide as a path to permit approval. Required Information for Permit: 1.Site plan showing location of major components on the property. This drawing need not be exactly to scale, but it should represent relative location of components at site (see supplied example site plan). PV arrays on dwellings with a 3’ perimeter space at ridge and sides may not need separate fire service review. 2.Electrical diagram showing PV array configuration, wiring system, overcurrent protection, inverter, disconnects, required signs, and ac connection to building (see supplied standard electrical diagram). 3.Specification sheets and installation manuals (if available) for all manufactured components including, but not limited to, PV modules, inverter(s), combiner box, disconnects, and mounting system. Step 1: Structural Review of PV Array Mounting System Is the array to be mounted on a defined, permitted roof structure? l Yes l No If No due to non-compliant roof or a ground mount, submit completed worksheet for the structure WKS1. Roof Information: 1.Is the roofing type lightweight (Yes = composition, lightweight masonry, metal, etc…)__________________________ ____________________________________________________________________________________________________ If No, submit completed worksheet for roof structure WKS1 (No = heavy masonry, slate, etc…). 2.Does the roof have a single roof covering?l Yes l No If No, submit completed worksheet for roof structure WKS1. 3.Provide method and type of weatherproofing roof penetrations (e.g. flashing, caulk).____________________________ Mounting System Information: 1.Is the mounting structure an engineered product designed to mount PV modules with no more than an 18” gap beneath the module frames?l Yes l No If No, provide details of structural attachment certified by a design professional. 2.For manufactured mounting systems, fill out information on the mounting system below: a.Mounting System Manufacturer ___________Product Name and Model#________________________________ b.Total Weight of PV Modules and Rails ___________lbs c.Total Number of Attachment Points____________ d.Weight per Attachment Point (b÷c)_________________lbs (if greater than 45 lbs, see WKS1) e.Maximum Spacing Between Attachment Points on a Rail ______________inches (see product manual for maximum spacing allowed based on maximum design wind speed) f.Total Surface Area of PV Modules (square feet)_________________ ft2 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. 1017 N Wright St 11/4/2024 E x p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 3 Micro-Inverter Site Plan 1017 N Wright St 11/4/2024 E x p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 4 Micro-Inverter Electrical Diagram Contractor Name, Address and Phone:One-Line Standard Electrical Diagram for Micro-Inverter PV Systems Site Name: Site Address: System AC Size: SIZE FSCM NO DWG NO REV E1.1a SCALE NTS Date: SHEET Drawn By: Checked By: DESCRIPTION OR CONDUCTOR TYPE USE-2 or PV WIRE GEC EGC X ALL THAT APPLY EXTERIOR CABLE LISTED W/ INV. THWN-2 or XHHW-2 or RHW-2 GEC EGC X ALL THAT APPLY NO DC GEC IF 690.35 SYSTEM THWN-2 or XHHW-2 or RHW-2 GEC EGC X ALL THAT APPLY TAG 1 2 3 4 5 CONDUIT AND CONDUCTOR SCHEDULE COND. GAUGE MFG MFG NUMBER OF CONDUCTORS MFG Cable MFG Cable CONDUIT TYPE N/A N/A N/A SAME SAME CONDUIT SIZE N/A N/A N/A SAME SAME DESCRIPTION PV DC or AC MODULE DC/AC INVERTER (MICRO) J-BOX (IF USED) PV ARRAY AC COMB. PANEL (IF USED) GEN METER (IF USED) AC DISCONNECT (IF USED) SERVICE PANEL TAG 1 2 3 4 5 6 7 8 PART NUMBER NOTES FOR UNUSED MODULES PUT "N/A” in BLANK ABOVE 1 1 3 2 3 EQUIPMENT SCHEDULE 2 _____ MICRO-INVERTERS IN BRANCH- CIRCUIT MOD ____ DC AC MOD ____ DC AC MOD ____ DC AC MOD ____ DC AC MOD ____ DC AC MOD ____ DC AC J-BOX 4 AC DISCO M BUILDING GROUNDING ELECTRODE G M UTILITY SERVICE MAIN SERVICE PANEL MAIN OCPD INVERTER OCPD 6 7 8 5 4 5 G SEE GUIDE APPENDIX D FOR INFORMATION ON MODULE AND ARRAY GROUNDING AC COMBINER PANEL G ____ MICRO-INVERTERS IN BRANCH- CIRCUIT 1017 N Wright St 11/4/2024 E x p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 5 Contractor Name, Address and Phone:Notes for One-Line Standard Electrical Diagram for Single-Phase PV Systems Site Name: Site Address: System AC Size: SIZE FSCM NO DWG NO REV E1.2a SCALE NTS Date: SHEET Drawn By: Checked By: MAX POWER-POINT CURRENT (IMP) MAX POWER-POINT VOLTAGE (VMP) OPEN-CIRCUIT VOLTAGE (VOC) SHORT-CIRCUIT CURRENT (ISC) MAX SERIES FUSE (OCPD) MAXIMUM POWER (PMAX) MAX VOLTAGE (TYP 600VDC) VOC TEMP COEFF (mV/oC or %/oC ) IF COEFF SUPPLIED, CIRCLE UNITS MODULE MAKE MODULE MODEL PV MODULE RATINGS @ STC (Guide Section 5) MAX DC VOLT RATING MAX POWER @ 40oC NOMINAL AC VOLTAGE MAX AC CURRENT MAX OCPD RATING INVERTER MAKE INVERTER MODEL INVERTER RATINGS (Guide Section 4) 1) IF UTILITY REQUIRES A VISIBLE-BREAK SWITCH, DOES THIS SWITCH MEET THEREQUIREMENT? YES NO N/A 2) IF GENERATION METER REQUIRED, DOES THIS METER SOCKET MEET THE REQUIREMENT? YES NO N/A 3) SIZE PHOTOVOLTAIC POWER SOURCE (DC) CONDUCTORS BASED ON MAX CURRENT ON NEC 690.53 SIGN OR OCPD RATING AT DISCONNECT 4) SIZE INVERTER OUTPUT CIRCUIT (AC) CONDUCTORS ACCORDING TO INVERTER OCPD AMPERE RATING. (See Guide Section 9) 5) TOTAL OF ______ INVERTER OUTPUT CIRCUIT OCPD(s), ONE FOR EACH MICRO-INVERTER CIRCUIT. DOES TOTAL SUPPLY BREAKERS COMPLY WITH 120% BUSBAR EXCEPTION IN 690.64(B)(2)(a)? YES NO NOTES FOR INVERTER CIRCUITS (Guide Section 8 and 9): 1.) LOWEST EXPECT AMBIENT TEMPERATURE BASED ON ASHRAE MINIMUM MEAN EXTREME DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION. LOWEST EXPECTED AMBIENT TEMP ____oC 2.) HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED ON ASHRAE HIGHEST MONTH 2% DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION. HIGHEST CONTINUOUS TEMPERATURE ____oC 2.) 2009 ASHRAE FUNDAMENTALS 2% DESIGN TEMPERATURES DO NOT EXCEED 47oC IN THE UNITED STATES (PALM SPRINGS, CA IS 44.1oC). FOR LESS THAN 9 CURRENT-CARRYING CONDUCTORS IN ROOF-MOUNTED SUNLIT CONDUIT AT LEAST 0.5" ABOVE ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE OF 47oC OR LESS (ALL OF UNITED STATES), a) 12 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULESWITH Isc OF 7.68 AMPS OR LESS WHEN PROTECTED BY A 12-AMP OR SMALLER FUSE.b) 10 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULESWITH Isc OF 9.6 AMPS OR LESS WHEN PROTECTED BY A 15-AMP OR SMALLER FUSE. NOTES FOR ARRAY CIRCUIT WIRING (Guide Section 6 and 8 and Appendix E): OCPD = OVERCURRENT PROTECTION DEVICE NATIONAL ELECTRICAL CODE®REFERENCES SHOWN AS (NEC XXX.XX) NOTES FOR ALL DRAWINGS: SIGNS–SEE GUIDE SECTION 7 SIGN FOR DC DISCONNECT SIGN FOR INVERTER OCPD AND AC DISCONNECT (IF USED) No sign necessary since 690.51 marking on PV module covers needed information AC OUTPUT CURRENT NOMINAL AC VOLTAGE SOLAR PV SYSTEM AC POINT OF CONNECTION THIS PANEL FED BY MULTIPLE SOURCES (UTILITY AND SOLAR) Notes for Micro-Inverter Electrical Diagram 1017 N Wright St 11/4/2024 Rev: 7/15/2021 RESIDENTIAL PHOTOVOLTAIC 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 1017 N WRIGHT ST SANTA ANA CA 92701 GUYOU CONSTRUCTION INC 997054 DAVID VITELA 657-224-2652 9/20/24 permits@guyouconstruction.com 1017 N Wright St 11/4/2024 CITY OF SANTA ANA SOLAR PERMIT APPLICATION WORKSHEET PLEASE PRINT REV: 8/29/19 PROJECT ADDRESS:SUITE: SAPIN # USE OF BUILDING: RESIDENTIAL COMMERCIAL INDUSTRIAL OTHER MASTER ID# NATURE OF WORK: SOLAR P.V. SYSTEM SOLAR WATER HEATING/COLLECTOR SYSTEM OTHER JOB DESCRIPTION : ________________________________________________________________________________________________________________ ________________________________________________________________________________________________________________ ________________________________________________________________________________________________________________ ________________________________________________________________________________________________________________ ________________________________________________________________________________________________________________ ________________________________________________________________________________________________________________ ________________________________________________________________________________________________________________ BUILDING OWNER’S NAME: PHONE NO: ADDRESS:CITY: STATE:ZIP: TENANT’S NAME (Comm/Ind): PHONE NO: CONTRACTOR’S NAME: STATE CONTR. #: LICENSE CLASS: PHONE NO: ADDRESS:CITY: STATE:ZIP: WORKERS COMP. POLICY#: EXP. DATE: INSURANCE COMPANY: SANTA ANA BUS. LIC. #: ARCHITECT/ENGINEER: STATE LICENSE #: PHONE NO: ADDRESS:CITY: STATE:ZIP: CONTACT NAME: PHONE NO: E-MAIL ADDRESS: BLDG. FEE $ OCC. GROUP: P/C FEE PD $ VALUATION: $ SUBMITTAL DATE:____________________ TYPE OF CONSTR: FLOOD ZONE:___________________ PROCESSED________________________ PLANNING OK TO CHECK & DATE:__________________________ BLDG. DEPT. APPROVAL & DATE:___________________________ PLNG CONDITIONS: _________________________________________________________________________________________________ NUMBER OF PANELS:___________________ SYSTEM kWA:_________________________ 1017 N WRIGHT ST 400-293-04 ROOF MOUNT PV SYSTEM 10KW 25 PANELS 25 MICROINVERTERS NEW 225A MAIN PANEL UPGRADE 25 10 RODOLFO MORENO 714-614-6951 1017 N WRIGHT ST SANTA ANA CA 92701 GUYOU CONSTRUCTION INC 997054 C10 C46 657-224-2652 9880 INDIANA AVE STE 2 RIVERSIDE CA 92503 82-538346-01-02 4/4/25 Continental Indemnity Company DAVID VITELA 657-224-2652 permits@guyouconstruction.com PV $30000 1017 N Wright St 11/4/2024