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HomeMy WebLinkAbout4701 W Lucky Way - Plan9/22/2021 2. 8 0 0 DE L A C R U Z , E L A D I O 47 0 1 W E S T L U C K Y W A Y , SA N T A A N A , C A 9 2 7 0 4 -- - Paper Size Scale Drawn by Title Project Number Sheet Eq u i s o l a r 16 5 3 0 V e n t u r a B l v d S u i t e 1 0 4 En c i n o , C A 9 1 4 3 6 81 8 . 7 8 4 . 2 3 0 0 CS L B : G e n - B ; 1 0 0 6 5 3 5 SI G N A T U R E : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PROJECT DESCRIPTION: SCOPE OF WORK: Roof-mounted , transformerless photovoltaic system and new electrical components, including modules, mounting hardware, inverter, load center, disconnects and metering devices as required. PROPERTY: SINGLE FAMILY RESIDENTIAL Zoning: UNKNOWN Bldg Square Feet: 1434 Year built: 1950 APN: 10811414 UTILITY PROVIDER: SCE PV SYSTEM: 2.800 kW DC MODULE TYPE: ( 7 ) JINKO: JKM400M-72HL-V PTC Rating: 362.9 W PV INVERTER: (7 ) Enphase: IQ7A-72-2-US CEC Efficiency Rating: 97.0 % ARRAY PLACEMENT: FLUSH MOUNTED ROOF TYPES: COMP SHINGLE FRAMING TYPE: - 2x FRAMING , 24" on center. SYSTEM WEIGHT: 389.90 LBS PV ARRAY AREA: 151.31 ft². PSF PRESSURE: 2.58 lbs/ft² INTERCONNECTION METHOD: Interconnect via LOAD SIDE . WIND SPEED: MPH VICINITY MAP1 T-01 NTS SHEET INDEX T-01 TITLE SHEET PV.01 SITE PLAN PV.02 ROOF PLAN PV.03 SINGLE LINE DIAGRAM/ELECTRICAL PV.04 WARNING LABELS & SIGNAGE PV.05 RACKING AND ATTACHMENTS PV.06 PV MODULE DATA SHEET PV.07 INVERTER DATA SHEET PV.08 UL PV.09 GROUNDING GENERAL NOTES: · All electrical equipment shall be labeled, listed, or certified by a Nationally Recognized Testing Laboratory accredited by the United States Occupational Safety Health Administration. · Local Utility provider shall be notified prior to use and activation of any solar photovoltaic installation. · The System will not be interconnected until approval from the local jurisdiction and utility is obtained. · A ladder shall be in place for the inspection in compliance with OSHA Regulations. · Proper access and working clearance shall be provided as per section 110.26 NEC. · PV equipment, systems, and all associated wiring and interconnections shall only be installed by qualified persons. · All outdoor equipment shall be minimum NEMA 3R rated, including all roof mounted transition boxes and switches. · All exterior conduit, fittings, and boxes shall be rain tight and approved for use in wet locations. · All conductors exposed to weather shall be listed and identified for use in direct sunlight. · The module conductors must be type USE-2 or listed for Photovoltaic (PV) Wire (UL 4703 & 854 Listed). · All conductors must be copper and 90° Rated. · All equipment shall be properly grounded and bonded in accordance with NEC Article 250. · All applicable PV equipment listed and compliant with UL2703 and UL1703. · All NEC required warning signs, markings, and labels shall be posted on equipment and disconnects. · All circuits connected to more than one source shall have over current devices located so as to provide over current protections from all sources. · The PV Power source circuit breaker shall be located at the opposite end of the main service disconnect. · Flexible, fine-stranded cables shall be terminated only with terminals, lugs, devices, or connectors that are identified and listed for such use. · Connectors shall be of latching or locking type. Connectors that are readily accessible and operating over 300 volts shall require a tool to open and shall me marked "Do Not Disconnect under load". · The roof mounted photovoltaic modules, panels, or solar photovoltaic roll roofing material shall have the same or better listed fire-resistance rating than the building roof-covering material. ·Smoke alarms and carbon monoxide alarms are required to be retrofitted onto the existing dwelling as per the 2012 IRC. These smoke alarms are required to be in all bedrooms, outside each bedroom, and a least one on each floor of the house. · Smoke alarms and carbon monoxide alarms are to be verified and inspected by the IHE inspector in the field. AERIAL VIEW2 T-01 NTS CLIENT INFORMATION HOMEOWNER DE LA CRUZ, ELADIO ADDRESS 4701 WEST LUCKY WAY, SANTA ANA, CA 92704 PHONE --- CONTRACTOR INFORMATION CONTRACTOR Equisolar, Inc ADDRESS 16530 Ventura Blvd Suite 104 Encino, CA 91436 PHONE 818.784.2300 CSLB 1006535; Gen-B CODE REFERENCE: · 2019 CEC Adopts 2017 NEC · 2019 CRC Adopts 2018 IRC · 2019 CMC Adopts 2018 UMC · 2019 CPC Adopts 2018 UPC · 2019 CBC Adopts 2018 IBC · 2019 CFC Adopts 2018 IFC · 2019 Edition of the California Energy Efficiency Standards · Underwriters Laboratories (UL) Standards · OSHA Guidelines · All AHJ Requirements Vector Structural Engineering has reviewed the existing structure with loading from the solar array and screw connections to the existing framing. The design of the racking system, racking connections, and all other structural is by others. Mechanical, architectural, and all other nonstructural aspects of the design are by others. Electrical is by others, unless stamped by Dean Levorsen. 10/04/2021 VSE Project Number: U2880-1439-211 95 Permit # 101108456 & 20174670 issued 11/02/2021 4701 W Lucky Way 11/02/21 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. 4701 W Lucky Way 11/21/2023 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. 4701 W Lucky Way 11/21/2023 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             4701 W Lucky Way 11/21/2023 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 4701 W Lucky Way 11/21/2023 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 THE REQUIREMENT? YES NO N/A 2) IF GENERATION METER REQUIRED, DOES THIS METER SOCKET MEET THE REQUIREMENT? YES NO N/A 3) SIZE PHOTOVOLTAIC POWER SOURCE (DC) CONDUCTORS BASED ON MAX CURRENT ON NEC 690.53 SIGN OR OCPD RATING AT DISCONNECT 4) SIZE INVERTER OUTPUT CIRCUIT (AC) CONDUCTORS ACCORDING TO INVERTER OCPD AMPERE RATING. (See Guide Section 9) 5) TOTAL OF ______ INVERTER OUTPUT CIRCUIT OCPD(s), ONE FOR EACH MICRO-INVERTER CIRCUIT. DOES TOTAL SUPPLY BREAKERS COMPLY WITH 120% BUSBAR EXCEPTION IN 690.64(B)(2)(a)? YES NO NOTES FOR INVERTER CIRCUITS (Guide Section 8 and 9): 1.) LOWEST EXPECT AMBIENT TEMPERATURE BASED ON ASHRAE MINIMUM MEAN EXTREME DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION. LOWEST EXPECTED AMBIENT TEMP ____oC 2.) HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED ON ASHRAE HIGHEST MONTH 2% DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION. HIGHEST CONTINUOUS TEMPERATURE ____oC 2.) 2009 ASHRAE FUNDAMENTALS 2% DESIGN TEMPERATURES DO NOT EXCEED 47oC IN THE UNITED STATES (PALM SPRINGS, CA IS 44.1oC). 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 MODULES WITH Isc OF 7.68 AMPS OR LESS WHEN PROTECTED BY A 12-AMP OR SMALLER FUSE.b) 10 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULES WITH Isc OF 9.6 AMPS OR LESS WHEN PROTECTED BY A 15-AMP OR SMALLER FUSE. NOTES FOR ARRAY CIRCUIT WIRING (Guide Section 6 and 8 and Appendix E): OCPD = OVERCURRENT PROTECTION DEVICE NATIONAL ELECTRICAL CODE®REFERENCES SHOWN AS (NEC XXX.XX) NOTES FOR ALL DRAWINGS: 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 4701 W Lucky Way 11/21/2023 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. 4701 W Lucky Way 11/02/21 Expedited Permit Process for PV Systems — Micro-Inverter2 Expedited Permit Process for Small-Scale PV Systems Micro-Inverter The information in this guideline is intended to help local jurisdictions and contractors identify when PV system installations are simple, needing only a basic review, and when an installation is more complex. It is likely that 50%-75% of all residential systems will comply with these simple criteria. For projects that fail to meet the simple criteria, resolution steps have been suggested to provide as a path to permit approval. Required Information for Permit: 1. Site plan showing location of major components on the property. This drawing need not be exactly to scale, but it should represent relative location of components at site (see supplied example site plan). PV arrays on dwellings with a 3’ perimeter space at ridge and sides may not need separate fire service review. 2. Electrical diagram showing PV array configuration, wiring system, overcurrent protection, inverter, disconnects, required signs, and ac connection to building (see supplied standard electrical diagram). 3. Specification sheets and installation manuals (if available) for all manufactured components including, but not limited to, PV modules, inverter(s), combiner box, disconnects, and mounting system. Step 1: Structural Review of PV Array Mounting System Is the array to be mounted on a defined, permitted roof structure? l Yes l No If No due to non-compliant roof or a ground mount, submit completed worksheet for the structure WKS1. Roof Information: 1. Is the roofing type lightweight (Yes = composition, lightweight masonry, metal, etc…)__________________________ ____________________________________________________________________________________________________ If No, submit completed worksheet for roof structure WKS1 (No = heavy masonry, slate, etc…). 2. Does the roof have a single roof covering? l Yes l No If No, submit completed worksheet for roof structure WKS1. 3. Provide method and type of weatherproofing roof penetrations (e.g. flashing, caulk).____________________________ Mounting System Information: 1. Is the mounting structure an engineered product designed to mount PV modules with no more than an 18” gap beneath the module frames? l Yes l No If No, provide details of structural attachment certified by a design professional. 2. For manufactured mounting systems, fill out information on the mounting system below: a. Mounting System Manufacturer ___________Product Name and Model#________________________________ b. Total Weight of PV Modules and Rails ___________lbs c. Total Number of Attachment Points____________ d. Weight per Attachment Point (b÷c)_________________lbs (if greater than 45 lbs, see WKS1) e. Maximum Spacing Between Attachment Points on a Rail ______________inches (see product manual for maximum spacing allowed based on maximum design wind speed) f. Total Surface Area of PV Modules (square feet)_________________ ft 2 g. Distributed Weight of PV Module on Roof (b÷f)_______________ lbs/ft2 If distributed weight of the PV system is greater than 5 lbs/ft2, see WKS1. Step 2: Electrical Review of PV System (Calculations for Electrical Diagram) In order for a PV system to be considered for an expedited permit process, the following must apply: 1. PV modules, utility-interactive inverters, and combiner boxes are identified for use in PV systems. 2. The PV array is composed of 4 series strings or less per inverter. 3. The total inverter capacity has a continuous ac power output 13,440 Watts or less 4. The ac interconnection point is on the load side of service disconnecting means (690.64(B)). 5. One of the standard electrical diagrams (E1.1, E1.1a, E1.1b, or E1.1c) can be used to accurately represent the PV system. Interactive PDF diagrams are available at www.solarabcs.org/permitting. Fill out the standard electrical diagram completely. A guide to the electrical diagram is provided to help the applicant understand each blank to fill in. If the electrical system is more complex than the standard electrical diagram can effectively communicate, provide an alternative diagram with appropriate detail. 4701 W Lucky Way 11/02/21 Ex 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                                                          DE LA CRUZ, ELADIO EQUISOLAR, INC 16530 VENTURA BLVD SUITE 104 4701 WEST LUCKY WAY ENCINO, CA 91436 2.443KW 4701 W Lucky Way 11/02/21 Ex 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 EQUISOLAR, INC 16530 VENTURA BLVD SUITE 104 DE LA CRUZ, ELADIO 2.443KW 4701 WEST LUCKY WAY ENCINO, CA 91436 4701 W Lucky Way 11/02/21 Ex 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 THE REQUIREMENT? YES NO N/A 2) IF GENERATION METER REQUIRED, DOES THIS METER SOCKET MEET THE REQUIREMENT? YES NO N/A 3) SIZE PHOTOVOLTAIC POWER SOURCE (DC) CONDUCTORS BASED ON MAX CURRENT ON NEC 690.53 SIGN OR OCPD RATING AT DISCONNECT 4) SIZE INVERTER OUTPUT CIRCUIT (AC) CONDUCTORS ACCORDING TO INVERTER OCPD AMPERE RATING. (See Guide Section 9) 5) TOTAL OF ______ INVERTER OUTPUT CIRCUIT OCPD(s), ONE FOR EACH MICRO- INVERTER CIRCUIT. DOES TOTAL SUPPLY BREAKERS COMPLY WITH 120% BUSBAR EXCEPTION IN 690.64(B)(2)(a)? YES NO NOTES FOR INVERTER CIRCUITS (Guide Section 8 and 9): 1.) LOWEST EXPECT AMBIENT TEMPERATURE BASED ON ASHRAE MINIMUM MEAN EXTREME DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION. LOWEST EXPECTED AMBIENT TEMP ____oC 2.) HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED ON ASHRAE HIGHEST MONTH 2% DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION. HIGHEST CONTINUOUS TEMPERATURE ____oC 2.) 2009 ASHRAE FUNDAMENTALS 2% DESIGN TEMPERATURES DO NOT EXCEED 47oC IN THE UNITED STATES (PALM SPRINGS, CA IS 44.1 oC). FOR LESS THAN 9 CURRENT-CARRYING CONDUCTORS IN ROOF-MOUNTED SUNLIT CONDUIT AT LEAST 0.5" ABOVE ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE OF 47oC OR LESS (ALL OF UNITED STATES), a) 12 AWG, 90 oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULES WITH Isc OF 7.68 AMPS OR LESS WHEN PROTECTED BY A 12-AMP OR SMALLER FUSE. b) 10 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULES WITH Isc OF 9.6 AMPS OR LESS WHEN PROTECTED BY A 15-AMP OR SMALLER FUSE. NOTES FOR ARRAY CIRCUIT WIRING (Guide Section 6 and 8 and Appendix E): OCPD = OVERCURRENT PROTECTION DEVICE NATIONAL ELECTRICAL CODE®REFERENCES SHOWN AS (NEC XXX.XX) NOTES FOR ALL DRAWINGS: 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 EQUISOLAR, INC 16530 VENTURA BLVD SUITE 104 ENCINO, CA 91436 DE LA CRUZ, ELADIO 4701 WEST LUCKY WAY 2.443KW 4701 W Lucky Way 11/02/21 VSE Project Number: U2880.1439.211 October 4, 2021 Equisolar 16530 Ventura Blvd Suite 102 Encino, CA 91436 REFERENCE: De La Cruz, Eladio Residence: 4701 West Lucky Way, Santa Ana, CA 92704 Equisolar Project: 3143 Solar Array Installation To Whom It May Concern: Per your request, we have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan. Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. Design Parameters Code: California Building Code, 2019 Edition (2018 IBC) Risk Category: II Design wind speed, Vult: 95 mph (3-sec gust) per ASCE 7-16 Wind exposure category: C Seismic design category: D Existing Roof Structure Roof structure: 2x6 rafters @ 24" o.c. Roofing material: composite shingles Roof pitch: 4:12 Connection to Roof Mounting connection: (1) 5/16" lag screw w/ min. 3" threaded embedment into framing at max. 72" o.c. along rails (2) rails per row of panels, evenly spaced; panel length perpendicular to the rails not to exceed 80 in. Rail cantilever shall not exceed 50% of connection spacing. Conclusions Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. In the area of the solar array, other live loads will not be present or will be greatly reduced (2019 CBC, Section 1607.13.5). The gravity loads, and thus the stresses of the structural elements, in the area of the solar array are either decreased or increased by no more than 5%. Therefore, the requirements of Section 503.3 of the 2019 CEBC are met and the structure is permitted to remain unaltered. 651 W. Galena Park Blvd., Ste. 101 / Draper, UT 84020 / T (801) 990-1775 / F (801) 990-1776 / www.vectorse.com 4701 W Lucky Way 11/02/21 VSE Project Number: U2880.1439.211 De La Cruz, Eladio Residence 10/4/2021 The solar array will be flush-mounted (no more than 10" above the roof surface) and parallel to the roof surface. Thus, we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind (uplift), the governing load case. Regarding seismic loads, we conclude that any additional forces will be small. Conservatively neglecting the weight of existing wall materials, the installation of the solar panels represents an increase in the total weight (and resulting seismic load) of 2.3%. Because the increase in lateral forces is less than 10%, this addition meets the requirements of the exception in Section 503.4 of the 2019 CEBC. Thus the existing lateral force resisting system is permitted to remain unaltered. Limitations Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. The contractor must notify Vector Structural Engineering, LLC should any damage, deterioration or discrepancies between the as-built condition of the structure and the condition described in this letter be found. Connections to existing roof framing must be staggered, except at array ends, so as not to overload any existing structural member. The use of solar panel support span tables provided by others is allowed only where the building type, site conditions, site-specific design parameters, and solar panel configuration match the description of the span tables. The design of the solar panel racking (mounts, rails, etc.) and electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the solar array. VECTOR STRUCTURAL ENGINEERING, LLC 10/04/2021 _______________________________________________________ Jacob Proctor, P.E. CA License: 70567 - Expires: 06/30/2023 Project Engineer Enclosures JSP/lic 10/04/2021 651 W. Galena Park Blvd., Ste. 101 / Draper, UT 84020 / T (801) 990-1775 / F (801) 990-1776 / www.vectorse.com 4701 W Lucky Way 11/02/21 JOB NO.: U2880.1439.211 SUBJECT: SEISMIC LOADS PROJECT: De La Cruz, Eladio Residence CHECK INCREASE IN OVERALL SEISMIC LOADS 10.2 psf 3.0 psf 8% 10.4 psf 2.3% Equiv. Total Dead Load Estimated Roof Dead Load Solar Dead Load % Roof Covered Conservatively neglecting the weight of existing wall materials, the installation of the solar panels represents an increase in the total weight (and resulting seismic load) of 2.3%. Because the increase is less than 10%, this addition meets the requirements of the exception in Section 503.4 of the 2019 CEBC. Thus the existing structure is permitted to remain unaltered. Addt'l Seismic Weight 4701 W Lucky Way 11/02/21 JOB NO.: U2880.1439.211 SUBJECT: WIND PRESSURE PROJECT: De La Cruz, Eladio Residence Label: Note: Calculations per ASCE 7-16 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 95 Notes: Exposure Category: C Risk Category: II Importance Factor, I: ADDITIONAL INPUT & CALCULATIONS: Height of Roof, h [ft]:15 (Approximate) Comp/Cladding Location:Hip Roofs 7° < θ ≤ 20° Enclosure Classification: Zone 1 GCp:1.80 Zone 1 γ a:0.68 Zone 2r GCp: 2.15 Zone 2r γa:0.68 Zone 2e, 3 GCp: 2.32 Zone 2e, 3 γa:0.68 γa:0.40 α: 9.5 Table 26.11-1 zg [ft]: 900 Table 26.11-1 Kh: 0.85 Table 26.10-1 Ke: 1.00 Table 26.9-1 Kzt: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 16.6 Equation 26.10-1 γE: 1.50 Section 29.4.4 γC: 1.00 Section 29.4.4 γP: 1.20 Section 29.4.4 p = q h (GC p )(γE )(γa ) p = q h (GC rn ), (GC rn ) = (γ p )(γc )(γ E )(GC rn ) nom Zone 1, p [psf]: 30.5 psf (1.0 W) Zone 2r, p [psf]: 36.3 psf (1.0 W) Zone 2e, 3, p [psf]: 39.3 psf (1.0 W) (a = 3 ft) Fig. 29.4-8 WIND PRESSURES: Equation 29.4-7 Solar Panel Array Enclosed Buildings Figure 30.3-2E (negative coeff.) Components and Cladding Wind Calculations 4701 W Lucky Way 11/02/21 JOB NO.: U2880.1439.211 SUBJECT: CONNECTION PROJECT: De La Cruz, Eladio Residence Calculate Uplift Forces on Connection Pressure (0.6 Dead -0.6 Wind) (psf) Max Trib. Width1 (ft) Max Trib. Area2 (ft2) Max Uplift Force (lbs) Zone 1 16.5 6.0 20.0 330 Zone 2r 20.0 6.0 20.0 400 Zone 2e, 3 21.8 6.0 20.0 436 Calculate Connection Capacity Lag Screw Size [in]:5/16 Cd:1.6 NDS Table 2.3.2 Embedment3 [in]:3 Grade: Nominal Capacity [lbs/in]:205 NDS Table 12.2A Number of Screws:1 Prying Coefficient:1.4 Total Capacity [lbs]:703 Determine Result Maximum Demand [lbs]: 436 Lag Screw Capacity [lbs]: 703 Result: Capacity > Demand, Connection is adequate. Notes 1. 'Max Trib. Width' is the width along the rails tributary to the connection. 3. Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material is not effective. The length of the tapered tip is not part of the embedment length. 2. 'Max Trib Area' is the product of the 'Max. Trib Width' and 1/2 the panel width/height perpendicular to the rails. (2) rails per row of panels. Length of panels perpendicular to the rails shall not exceed 80". SPF (G = 0.42) 4701 W Lucky Way 11/02/21 VECTOR STRUCTURAL ENGINEERS JOB NO.: U2880.1439.211 SUBJECT: GRAVITY LOADS PROJECT: De La Cruz, Eladio Residence GRAVITY LOADS Roof Pitch:4.0 :12 ROOF DEAD LOAD (D) Increase due to pitch Material weight [psf] Composite Shingles 1.05 2.0 1/2" Plywood 1.05 1.0 Framing 1.00 3.0 Insulation 1.00 0.0 1/2" Gypsum Clg.1.05 0.0 M, E & Misc 1.00 0.0 Total Existing Roof DL PV Array DL 1.05 3 DL:1.05 ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psf]20 ASCE 7-16 Table 4.3-1 Roof Live Load With PV Array [psf]0 SNOW LOAD (S):w/ Solar Array Roof Slope [x:12]:4.0 Roof Slope [°]:18 Ground Snow Load, pg [psf]:0 ASCE 7-16, Section 7.2 Terrain Category:C ASCE 7-16, Table 7.3-1 Exposure of Roof:Fully Exposed ASCE 7-16, Table 7.3-1 Exposure Factor, Ce:0.9 ASCE 7-16, Table 7.3-1 Thermal Factor, Ct:1.1 ASCE 7-16, Table 7.3-2 Risk Category:II ASCE 7-16, Table 1.5-1 Importance Factor, Is:1.0 ASCE 7-16, Table 1.5-2 Flat Roof Snow Load, pf [psf]:0 ASCE 7-16, Equation 7.3-1 Minimum Roof Snow Load, pm [psf]:0 ASCE 7-16, Section 7.3.4 Unobstructed Slippery Surface?Yes ASCE 7-16, Section 7.4 Slope Factor Figure:Figure 7-2b ASCE 7-16, Section 7.4 Roof Slope Factor, Cs:0.86 ASCE 7-16, Figure 7.4-1 Sloped Roof Snow Load, ps [psf]:0 ASCE 7-16, Equation 7.4-1 Design Snow Load, S [psf]:00 4.0 18 0 C Fully Exposed 0.9 1.1 II 1.0 0 0 No Figure 7-2b 1.00 0 Design material weight [psf] 2.1 1.1 3.0 0.0 0.0 0.0 6.2 3.2 #VALUE! 2019 CBC, Section 1607.13.5 Existing 4701 W Lucky Way 11/02/21 JOB NO.: U2880.1439.211 SUBJECT: LOAD COMPARISON PROJECT: De La Cruz, Eladio Residence Summary of Loads Existing With PV Array D [psf]6 9 Lr [psf]20 0 S [psf]0 0 Maximum Gravity Loads: Existing With PV Array (D + Lr) / Cd [psf] 21 10 ASCE 7-16, Section 2.4.1 (D + S) / Cd [psf] 7 10 ASCE 7-16, Section 2.4.1 Maximum Gravity Load [psf]: 21 10 Ratio Proposed Loading to Current Loading:50% OK The gravity loads, and thus the stresses of the structural elements, in the area of the solar array are either decreased or increased by no more than 5%. Therefore, the requirements of Section 503.3 of the 2019 CEBC are met and the structure is permitted to remain unaltered. (Cd = Load Duration Factor = 0.9 for D, 1.15 for S, and 1.25 for Lr) 4701 W Lucky Way 11/02/21 PROPERTY LINE MAIN RESIDENCE PROPERTY LINE PR O P E R T Y LI N E PR O P E R T Y LI N E WEST LUCKY WAY 70' 110' 33' 7' 19' 15' 1 9/22/2021 2. 8 0 0 DE L A C R U Z , E L A D I O 47 0 1 W E S T L U C K Y W A Y , SA N T A A N A , C A 9 2 7 0 4 -- - Paper Size Scale Drawn by Title Project Number Sheet Eq u i s o l a r 1 6 5 3 0 V e n t u r a B l v d S u i t e 1 0 4 En c i n o , C A 9 1 4 3 6 81 8 . 7 8 4 . 2 3 0 0 CS L B : G e n - B ; 1 0 0 6 5 3 5 SI G N A T U R E : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1/16" = 1'-0" SYSTEM INFORMATION ARRAY MOUNT ROOF PITCH ARRAY TILT MAGNETIC ORIENTATION TRUE ORIENTATION AR-01 FLUSH 4/12 18.43°158°170° AR-02 FLUSH 4/12 18.43°248°260° AR-03 AR-04 AR-05 AR-06 THIS IS NOT A LEGAL SURVEY. DESIGNER/ENGINEER ASSUMES NO LIABILITY FOR PROPERTY LINE OR SETBACK LOCATIONS. SURVEY PROPERTY LINES AND LOCATION OF STRUCTURE ON PROPERTY ARE APPROXIMATE . SITE PLAN 1 PV-02 SCALE: 1/16" = 1'-0" 1 ADDITIONAL NOTES: · 2 3 2 Vector Structural Engineering has reviewed the existing structure with loading from the solar array and screw connections to the existing framing. The design of the racking system, racking connections, and all other structural is by others. Mechanical, architectural, and all other nonstructural aspects of the design are by others. Electrical is by others, unless stamped by Dean Levorsen. 10/04/2021 VSE Project Number: U2880-1439-211 4701 W Lucky Way 11/02/21 7' 18" 18" 1'-6" 1'-6" 14' (E) 2X FRAMING @24" OC, TYP (N) ENPHASE COMBINER BOX (N) 30A AC DISCONNECT 2P, 240V, NON-FUSED (E) 100A MAIN SERVICE PANEL & UTILITY METER, 120/240VAC, 1ɸ 9/22/2021 2. 8 0 0 DE L A C R U Z , E L A D I O 47 0 1 W E S T L U C K Y W A Y , SA N T A A N A , C A 9 2 7 0 4 -- - Paper Size Scale Drawn by Title Project Number Sheet Eq u i s o l a r 1 6 5 3 0 V e n t u r a B l v d S u i t e 1 0 4 En c i n o , C A 9 1 4 3 6 81 8 . 7 8 4 . 2 3 0 0 CS L B : G e n - B ; 1 0 0 6 5 3 5 SI G N A T U R E : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1/8" = 1'-0" ARRAY SPECS MODULE SPECS MODEL: STC: PTC: WEIGHT: LENGTH: WIDTH: JINKO: JKM400M-72HL-V 400W 362.9 W 50.70LBS 79.06" 39.40" NUMBER OF MODULES: SYSTEM WEIGHT (LBS): ARRAY AREA (SQ.FT.): NUMBER OF MOUNTS: LOAD PER MOUNT (LBS): LOAD PER SQ.FT. (LBS): ROOF PLAN1 PV-02 SCALE: 1/8" = 1'-0" 7 389.90 151.42 13 29.99 2.57 BUILDING SPECS STORIES: BUILDING HEIGHT: BUILDING FT²: FRAMING SIZE: FRAMING SPACING: SPAN: SLOPE OF ROOF: MIN LAG BOLT EMBEDMENT: ROOFING MATERIAL: STANDOFF SPACING: RACKING CO: 2X FRAMING 24" O.C. 14'-0" 4/12 3" COMP SHINGLE IRONRIDGE 4' MAX 1 15' 1434ft² CONSTRUCTION NOTES · PRIOR TO COMMENCING WORK, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES, INCLUDING BUT NOT LIMITED TO DIMENSIONS, STRUCTURE, ELECTRICAL SERVICE, CONDUIT PATHS, UNDERGROUND UTILITIES, OBSTRUCTIONS, ACCESSIBILITY ISSUES AND WORKING CLEARANCES. ·THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING ANY OF THE WORK. ·ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. ·ALL EQUIPMENT SHOULD BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. ·ALL OUTDOOR EQUIPMENT SHALL BE RAIN TIGHT WITH MINIMUM NEMA 3R RATING. ·ALL EXPOSED CONDUIT SHALL BE EMT AND SHALL BE MOUNTED AT MIN 3.5” OFF SURFACE OFF ROOF SURFACE. ·ALL FIELD INSTALLED JUNCTION, PULL AND OUTLET BOXES LOCATED BEHIND MODULES OR PANEL SHALL BE ACCESSIBLE DIRECTLY OR BY DISPLACEMENT OF MODULE(S) OR PANEL(S) SECURED BY REMOVABLE FASTENERS. ·LIVE PARTS IN PV SOURCE CIRCUITS AND PV OUTPUT CIRCUITS OVER 150 VOLTS TO GROUND SHALL NOT BE ACCESSIBLE TO OTHER THAN QUALIFIED PERSONS WHILE ENERGIZED. ·IF THE EXISTING MAIN SERVICE PANEL DOES NOT HAVE VERIFIABLE GROUNDING ELECTRODE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL A SUPPLEMENTAL GROUNDING ELECTRODE. ·THE SOLAR PHOTOVOLTAIC INSTALLATION SHALL NOT OBSTRUCT ANY PLUMBING, MECHANICAL, OR BUILDING ROOF VENTS. ·PROVIDE MINIMUM 4" CLEARANCE BETWEEN SOLAR AND ANY VENT. ATTACHMENT DETAIL SCALE: NTS 18.43° 5/16"x 4.75" SS Lag Bolt 3" Min Embedment flashing pv module Ironridge Flashfoot 2 COMP SHINGLE roofing material 2x6 RAFTERS @24" OC, TYP Ironridge Rail Vector Structural Engineering has reviewed the existing structure with loading from the solar array and screw connections to the existing framing. The design of the racking system, racking connections, and all other structural is by others. Mechanical, architectural, and all other nonstructural aspects of the design are by others. Electrical is by others, unless stamped by Dean Levorsen. 10/04/2021 VSE Project Number: U2880-1439-211 4701 W Lucky Way 11/02/21 (1) 3/4" EMT (3) # 10 THWN-2 CU (1) #8 THWN-2 CU EGC B (1) 3/4" EMT (3) # 10 THWN-2 CU (1) #8 THWN-2 CU EGC NEW ENPHASE IQ COMBINER 125A RATED 120/240V 1PH 3W SUBPANEL 20A 2P GRD L1 #10 AWG L2 #10 AWG G.E.C. #10 AWG #6 BARE CU EGC 1 ENPHASE AC CONNECTORS BETWEEN AC CABLE ENPHASE Q CABLE 600V DOUBLE INSULATED, 90°C RATED FOR EXPOSED AND WET / DRY LOCATIONS. MEETS COLD TEST AT -40 DEGREES C (2) #12 AWG CONDUCTORS NEMA 3R JUNCTION BOX 2 7 ROOF MOUNTED EQUIP. OUTSIDE THIS LINE BOND #8 BARE CU EGC TO RAIL W/ Ilsco "LAY IN LUG" CATALOG # GBL-4SS 6061-T6 AL UL 467 LISTED FOR GROUNDING AND BONDING UL LISTED, SUITABLE FOR USE WITH CU OR AL. (TYP) EA RAIL *DETAILS ON PAGE PV.09* MODULES ARE BONDED TO EACH OTHER VIA IRONRIDGE'S UFO INTEGRATED GROUNDING MID CLAMP *DETAILS ON PAGE PV.09* 2 3 1 NOTE: THE IQ7, IQ7+, AND IQ7A MICROINVERTERS HAVE INTEGRATED GROUND AND DOUBLE INSULATION, SO NO GEC OR EGC IS REQUIRED. THE DC CIRCUIT IS ISOLATED AND INSULATED FROM GROUND AND MEETS THE REQUIREMENTS OF NEC 690.35 A BRANCH CIRCUIT: (7) JINKO: JKM400M-72HL-V (7) Enphase: IQ7A-72-2-US INPUT (SOURCE: MODULE): Voc (48.55) * 1.14 = 55.35V Isc (10.64) * 1.25 = 13.30A OUTPUT (BRANCH CIRCUIT): OUTPUT (SOURCE: EA INVERTER): OUTPUT POWER: 366W / EA OUTPUT CURRENT: 1.45A / EA OUTPUT VOLTAGE: 240Vac 1.45A * 7 *1.25 = 12.69A (7) JINKO: JKM400M-72HL-V, 400W MODULES (7) Enphase: IQ7A-72-2-US 4 5 NEU #10 AWG BLINE SIDELOAD SIDE L1 E.G.C. L2 120/240 VAC SINGLE PHASE SERVICE (E) 100A MAIN PANEL (E) 100A MAIN BREAKER (N) 15 AMP PV BREAKER FACILITY GROUND SUPPLEMENTAL GROUND IF NECESSARY *INSTALLER TO VERIFY EXISTING GROUNDING SYSTEM* GEC COMPLIANT WITH NEC ARTICLES 250 AND 690. 6AWG BARE COPPER GROUND RUN OUTSIDE RACEWAY OR 8AWG THWN-2 IN CONDUIT (690.47, 250.30, 250.33, 250.66, 250.64 & ANY OTHER APPLICABLE SECTIONS) MANUAL LOCKABLE DISCONNECT 3R, 30A, 120/240VAC B NEU 9/22/2021 2. 8 0 0 DE L A C R U Z , E L A D I O 47 0 1 W E S T L U C K Y W A Y , SA N T A A N A , C A 9 2 7 0 4 -- - Paper Size Scale Drawn by Title Project Number Sheet Eq u i s o l a r 16 5 3 0 V e n t u r a B l v d S u i t e 1 0 4 En c i n o , C A 9 1 4 3 6 81 8 . 7 8 4 . 2 3 0 0 CS L B : G e n - B ; 1 0 0 6 5 3 5 SI G N A T U R E : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9/22/2021 2. 8 0 0 DE L A C R U Z , E L A D I O 47 0 1 W E S T L U C K Y W A Y , SA N T A A N A , C A 9 2 7 0 4 -- - Paper Size Scale Drawn by Title Project Number Sheet Eq u i s o l a r 16 5 3 0 V e n t u r a B l v d S u i t e 1 0 4 En c i n o , C A 9 1 4 3 6 81 8 . 7 8 4 . 2 3 0 0 CS L B : G e n - B ; 1 0 0 6 5 3 5 SI G N A T U R E : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ DC WIRE SIZING CALCULATIONS: ASSUMPTIONS HIGH TEMP AMBIENT = 39°C HIGH TEMP ROOF = 56°C LOW TEMP = -7°C 90°C RATED WIRE CONDUIT MOUNTED MIN 3.5" ABOVE ROOF SURFACE AC WIRE SIZING CALCULATIONS: OCPD CALCULATIONS PER INVERTER: MAX AC OUTPUT CURRENT = (Inverter Output Circuit Current)[690.8(A)(3)] x (Safety)[690.9(B)] = (1.45A) x (7) x (1.25) = 12.69A --> 15A OVERCURRENT PROTECTION. EQUIPMENT ID QTY ITEM 1 7 (N) JINKO: JKM400M-72HL-V MODULE 2 7 (N) Enphase: IQ7A-72-2-US INVERTER 3 TBD (N) NEMA 3R JUNCTION BOX 4 1 (N) ENPHASE IQ COMBINER BOX 5 1 (N) NEMA 3R 30A NON-FUSED AC DISCONNECT 240VAC, 10KAIC RATING, ELECTRICAL NOTES: 1. THE PROVISIONS OF ARTICLE 690 OF THE 2017 NATIONAL ELECTRIC CODE MUST BE ADHERED TO FOR THE CONSTRUCTION AND INSTALLATION OF ELECTRICAL WIRING AND EQUIPMENT ASSOCIATED WITH SOLAR PHOTOVOLTAIC SYSTEM. 2. GROUNDING WIRE WILL BE BONDED DIRECTLY TO FACILITY GROUND. 3. ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 250. 4. MODULE CONNECTIONS TO BE MADE WITH #10 PV WIRE OR USE-2 PER NEC 690.31(C)(1). 5. MODULE CONDUCTORS ARE SIZED FOR DERATED CURRENT. 10.64 AMPS SHORT CIRCUIT CURRENT 125% DERATING FOR EXTREME IRRADIANCE CONDITIONS [NEC 690.8(A)(1)] 125% DERATING, CONTINUOUS PHOTOVOLTAIC SOURCE CURRENT [NEC 690.8(B)(1)]. 156% TOTAL DERATING (COMBINATION OF ABOVE) 16.60 AMPS TOTAL CAPACITY (AMPS TOTAL CAPACITY = STRING SHORT CIRCUIT CURRENT MULTIPLIED BY TWO ABOVE DERATES, 1.25 X 1.25 X SHORT CIRCUIT CURRENT) 6. INVERTER PROVIDES NECESSARY GROUND FAULT PROTECTION AS REQUIRED BY NEC 690.41(B) 7. PHOTOVOLTAIC SYSTEM IS UNGROUNDED/FUNCTIONALLY GROUNDED. NO CONDUCTORS ARE SOLIDLY GROUNDED IN THE INVERTER. SYSTEM COMPLIES WITH 690.41 8. USE UL APPROVED BONDING FITTINGS AT ALL CONDUIT/BOX JUNCTIONS. 9. MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. 10. INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. 11. INSTALLER TO IDENTIFY THE EXISTING GROUNDING ELECTRODE TYPE (I.E. DRIVEN ROD, UFER, WATER PIPE, OR COMBINATION OF SOME OR ALL OF THE PREVIOUSLY MENTIONED). IN EXISTING ELECTRICAL SYSTEMS THAT USE ONLY A WATER PIPING GROUNDING ELECTRODE SYSTEM, AN ADDITIONAL GROUNDING ELECTRODE (I.E DRIVEN ROD) SHALL BE PROVIDED. (NEC 250.50) 12. PER NEC 250.53(A)(2), A SINGLE ROD, PIPE OR PLATE ELECTRODE SHALL BE SUPPLEMENTED BY AN ADDITIONAL ELECTRODE OF TYPE SPECIFIED IN 250.52(A)(2) THROUGH (A)(8) SPACED NO LESS THAN 6FT APART. EXCEPTION, IF A SINGLE ROD, PIPE OR PLATE GROUNDING ELECTRODE HAS A RESISTANCE TO EARTH OF 25 OHMS OR LESS, THE SUPPLEMENTAL ELECTRODE SHALL NOT BE REQUIRED. 13. #4 AWG CU TO UNDERGROUND METAL WATER PIPE THAT IS A MINIMUM 10 FOOT BURIAL IN PIPE LENGTH. CONNECT GROUNDING ELECTRODE CONDUCTOR WITHIN FIVE FEET OF WHERE IT ENTERS BUILDING. NEC 250.52(A)(1), 250.68(C)(1). 14. ADDITIONAL #4 AWG CONNECTION TO UFER IF AVAILABLE SIZED PER NEC 250.66. IF UFER NOT AVAILABLE THEN TWO #6 AWG CU CONNECTIONS TO GROUND RODS SEPARATED BY AT LEAST 6 FT IS INTALLED PER NEC 250.53. MAIN PANEL PV BACKFEED BREAKER SIZE 15A MAIN BREAKER SIZE: 100A, MAIN BUS RATING: 100A TOTAL AMPS ON BUS 100A + 15A = 115A ≤ 120A (120% OF 100A) PER 705.12(D)(2)(3)(b) AC WIRE SIZING CALCULATIONS: A. INVERTER TO JUNCTION BOX (OPEN AIR) Enphase: IQ7A-72-2-US: MAX OUTPUT CURRENT: 1.45A X 7 = 10.15A per 690.8(B)(1): 10.15A x 1.25 = 12.69A ENGAGE Q CABLE: (2) #12 THWN-2 per 310.15(B)(16): #12 THWN-2 = 30A @90°C per 310.15(B)(2)(a): 30A x 0.71[CORRECTION] = 21.3A per 310.15(B)(3)(a): 21.3A x 100% [ADJUSTMENT] = 21.3A 12.69A ≤ 21.3A ===> OK B. JUNCTION BOX TO MAIN SERVICE PANEL Enphase: IQ7A-72-2-US: MAX OUTPUT CURRENT: 1.45A per 690.8(B)(1): 1.45A x 1.25 = 1.81A 1.81A x 7 INVERTERS = 12.69A WIRE CHOICE: #10 AWG THWN-2 per 310.15(B)(16): #10 THWN-2 = 35A @75°C per 310.15(B)(2)(a): 35A x 0.71[CORRECTION] = 24.85A per 310.15(B)(3)(a): 17.75A x 80% [ADJUSTMENT] = 19.88A 12.69A ≤ 19.88 A ===> OK 10/06/2021 VSE Project Number: U2880-1439-211 ELECTRICAL ONLY 4701 W Lucky Way 11/02/21 WARNING POWER SOURCE OUTPUT CONNECTIONDO NOT RELOCATE THIS OVERCURRENT DEVICE GENERAL FIRE GUIDELINES & MARKING REQTS: SEC. 5. MARKINGS, LABELS, AND WARNING SIGNS. CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED CAUTION: SOLAR CIRCUIT SEC. 7. DIRECT CURRENT (DC) CONDUCTOR LOCATIONS. SEC. 8. GROUND MOUNTED PHOTOVOLTAIC ARRAYS. SEC. 9. OVERHEAD ARRAYS ON ROOFTOPS (E.G. TRELLIS SYSTEMS). RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM WARNING THE DISCONNECTION OF THE GROUNDED CONDUCTOR(S) MAY RESULT IN OVERVOLTAGE ON THE EQUIPMENT WARNING ELECTRIC SHOCK HAZARD TERMINALS ON THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION REQUIRED WARNING LABELS WARNING: PHOTOVOLTAIC POWER SOURCE “ ” ∕ ∕ INTERACTIVE PHOTOVOLTAIC POWER SOURCE RATED AC OUTPUT CURRENT (A): 10.15A NOMINAL OPERATING AC VOLTAGE (V): 240V 9/22/2021 2. 8 0 0 DE L A C R U Z , E L A D I O 47 0 1 W E S T L U C K Y W A Y , SA N T A A N A , C A 9 2 7 0 4 -- - Paper Size Scale Drawn by Title Project Number Sheet Eq u i s o l a r 16 5 3 0 V e n t u r a B l v d S u i t e 1 0 4 En c i n o , C A 9 1 4 3 6 81 8 . 7 8 4 . 2 3 0 0 CS L B : G e n - B ; 1 0 0 6 5 3 5 SI G N A T U R E : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9/22/2021 2. 8 0 0 DE L A C R U Z , E L A D I O 47 0 1 W E S T L U C K Y W A Y , SA N T A A N A , C A 9 2 7 0 4 -- - Paper Size Scale Drawn by Title Project Number Sheet Eq u i s o l a r 16 5 3 0 V e n t u r a B l v d S u i t e 1 0 4 En c i n o , C A 9 1 4 3 6 81 8 . 7 8 4 . 2 3 0 0 CS L B : G e n - B ; 1 0 0 6 5 3 5 SI G N A T U R E : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN. THIS LABEL TO BE INSTALLED AT THE MAIN ELECTRICAL SERVICE PANEL CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN. 4701 WEST LUCKY WAY SANTA ANA, CA 92704 THIS LABEL TO BE INSTALLED AT THE MAIN ELECTRICAL SERVICE PANEL (7) TOTAL PV MODULES THIS LABEL TO BE INSTALLED AT PV COMBINER PANELBOARD WARNING PHOTOVOLTAIC SOLAR ONLY. NO ADDITIONAL LOADS ALLOWED. MAIN ELECTRIC SERVICE DISCONNECT PV SYSTEM DISCONNECT FOR UTILITY OPERATION 10/06/2021 VSE Project Number: U2880-1439-211 ELECTRICAL ONLY 4701 W Lucky Way 11/02/21 9/22/2021 2. 8 0 0 DE L A C R U Z , E L A D I O 47 0 1 W E S T L U C K Y W A Y , SA N T A A N A , C A 9 2 7 0 4 -- - Paper Size Scale Drawn by Title Project Number Sheet Eq u i s o l a r 16 5 3 0 V e n t u r a B l v d S u i t e 1 0 4 En c i n o , C A 9 1 4 3 6 81 8 . 7 8 4 . 2 3 0 0 CS L B : G e n - B ; 1 0 0 6 5 3 5 SI G N A T U R E : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9/22/2021 2. 8 0 0 DE L A C R U Z , E L A D I O 47 0 1 W E S T L U C K Y W A Y , SA N T A A N A , C A 9 2 7 0 4 -- - Paper Size Scale Drawn by Title Project Number Sheet Eq u i s o l a r 16 5 3 0 V e n t u r a B l v d S u i t e 1 0 4 En c i n o , C A 9 1 4 3 6 81 8 . 7 8 4 . 2 3 0 0 CS L B : G e n - B ; 1 0 0 6 5 3 5 SI G N A T U R E : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4701 W Lucky Way 11/02/21 9/22/2021 2. 8 0 0 DE L A C R U Z , E L A D I O 47 0 1 W E S T L U C K Y W A Y , SA N T A A N A , C A 9 2 7 0 4 -- - Paper Size Scale Drawn by Title Project Number Sheet Eq u i s o l a r 16 5 3 0 V e n t u r a B l v d S u i t e 1 0 4 En c i n o , C A 9 1 4 3 6 81 8 . 7 8 4 . 2 3 0 0 CS L B : G e n - B ; 1 0 0 6 5 3 5 SI G N A T U R E : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9/22/2021 2. 8 0 0 DE L A C R U Z , E L A D I O 47 0 1 W E S T L U C K Y W A Y , SA N T A A N A , C A 9 2 7 0 4 -- - Paper Size Scale Drawn by Title Project Number Sheet Eq u i s o l a r 16 5 3 0 V e n t u r a B l v d S u i t e 1 0 4 En c i n o , C A 9 1 4 3 6 81 8 . 7 8 4 . 2 3 0 0 CS L B : G e n - B ; 1 0 0 6 5 3 5 SI G N A T U R E : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4701 W Lucky Way 11/02/21 9/22/2021 2. 8 0 0 DE L A C R U Z , E L A D I O 47 0 1 W E S T L U C K Y W A Y , SA N T A A N A , C A 9 2 7 0 4 -- - Paper Size Scale Drawn by Title Project Number Sheet Eq u i s o l a r 16 5 3 0 V e n t u r a B l v d S u i t e 1 0 4 En c i n o , C A 9 1 4 3 6 81 8 . 7 8 4 . 2 3 0 0 CS L B : G e n - B ; 1 0 0 6 5 3 5 SI G N A T U R E : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9/22/2021 2. 8 0 0 DE L A C R U Z , E L A D I O 47 0 1 W E S T L U C K Y W A Y , SA N T A A N A , C A 9 2 7 0 4 -- - Paper Size Scale Drawn by Title Project Number Sheet Eq u i s o l a r 16 5 3 0 V e n t u r a B l v d S u i t e 1 0 4 En c i n o , C A 9 1 4 3 6 81 8 . 7 8 4 . 2 3 0 0 CS L B : G e n - B ; 1 0 0 6 5 3 5 SI G N A T U R E : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4701 W Lucky Way 11/02/21 9/22/2021 2. 8 0 0 DE L A C R U Z , E L A D I O 47 0 1 W E S T L U C K Y W A Y , SA N T A A N A , C A 9 2 7 0 4 -- - Paper Size Scale Drawn by Title Project Number Sheet Eq u i s o l a r 16 5 3 0 V e n t u r a B l v d S u i t e 1 0 4 En c i n o , C A 9 1 4 3 6 81 8 . 7 8 4 . 2 3 0 0 CS L B : G e n - B ; 1 0 0 6 5 3 5 SI G N A T U R E : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9/22/2021 2. 8 0 0 DE L A C R U Z , E L A D I O 47 0 1 W E S T L U C K Y W A Y , SA N T A A N A , C A 9 2 7 0 4 -- - Paper Size Scale Drawn by Title Project Number Sheet Eq u i s o l a r 16 5 3 0 V e n t u r a B l v d S u i t e 1 0 4 En c i n o , C A 9 1 4 3 6 81 8 . 7 8 4 . 2 3 0 0 CS L B : G e n - B ; 1 0 0 6 5 3 5 SI G N A T U R E : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4701 W Lucky Way 11/02/21 9/22/2021 2. 8 0 0 DE L A C R U Z , E L A D I O 47 0 1 W E S T L U C K Y W A Y , SA N T A A N A , C A 9 2 7 0 4 -- - Paper Size Scale Drawn by Title Project Number Sheet Eq u i s o l a r 16 5 3 0 V e n t u r a B l v d S u i t e 1 0 4 En c i n o , C A 9 1 4 3 6 81 8 . 7 8 4 . 2 3 0 0 CS L B : G e n - B ; 1 0 0 6 5 3 5 SI G N A T U R E : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9/22/2021 2. 8 0 0 DE L A C R U Z , E L A D I O 47 0 1 W E S T L U C K Y W A Y , SA N T A A N A , C A 9 2 7 0 4 -- - Paper Size Scale Drawn by Title Project Number Sheet Eq u i s o l a r 16 5 3 0 V e n t u r a B l v d S u i t e 1 0 4 En c i n o , C A 9 1 4 3 6 81 8 . 7 8 4 . 2 3 0 0 CS L B : G e n - B ; 1 0 0 6 5 3 5 SI G N A T U R E : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4701 W Lucky Way 11/02/21 9/22/2021 2. 8 0 0 DE L A C R U Z , E L A D I O 47 0 1 W E S T L U C K Y W A Y , SA N T A A N A , C A 9 2 7 0 4 -- - Paper Size Scale Drawn by Title Project Number Sheet Eq u i s o l a r 16 5 3 0 V e n t u r a B l v d S u i t e 1 0 4 En c i n o , C A 9 1 4 3 6 81 8 . 7 8 4 . 2 3 0 0 CS L B : G e n - B ; 1 0 0 6 5 3 5 SI G N A T U R E : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9/22/2021 2. 8 0 0 DE L A C R U Z , E L A D I O 47 0 1 W E S T L U C K Y W A Y , SA N T A A N A , C A 9 2 7 0 4 -- - Paper Size Scale Drawn by Title Project Number Sheet Eq u i s o l a r 16 5 3 0 V e n t u r a B l v d S u i t e 1 0 4 En c i n o , C A 9 1 4 3 6 81 8 . 7 8 4 . 2 3 0 0 CS L B : G e n - B ; 1 0 0 6 5 3 5 SI G N A T U R E : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4701 W Lucky Way 11/02/21 9/22/2021 2. 8 0 0 DE L A C R U Z , E L A D I O 47 0 1 W E S T L U C K Y W A Y , SA N T A A N A , C A 9 2 7 0 4 -- - Paper Size Scale Drawn by Title Project Number Sheet Eq u i s o l a r 16 5 3 0 V e n t u r a B l v d S u i t e 1 0 4 En c i n o , C A 9 1 4 3 6 81 8 . 7 8 4 . 2 3 0 0 CS L B : G e n - B ; 1 0 0 6 5 3 5 SI G N A T U R E : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9/22/2021 2. 8 0 0 DE L A C R U Z , E L A D I O 47 0 1 W E S T L U C K Y W A Y , SA N T A A N A , C A 9 2 7 0 4 -- - Paper Size Scale Drawn by Title Project Number Sheet Eq u i s o l a r 16 5 3 0 V e n t u r a B l v d S u i t e 1 0 4 En c i n o , C A 9 1 4 3 6 81 8 . 7 8 4 . 2 3 0 0 CS L B : G e n - B ; 1 0 0 6 5 3 5 SI G N A T U R E : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4701 W Lucky Way 11/02/21 9/22/2021 2. 8 0 0 DE L A C R U Z , E L A D I O 47 0 1 W E S T L U C K Y W A Y , SA N T A A N A , C A 9 2 7 0 4 -- - Paper Size Scale Drawn by Title Project Number Sheet Eq u i s o l a r 16 5 3 0 V e n t u r a B l v d S u i t e 1 0 4 En c i n o , C A 9 1 4 3 6 81 8 . 7 8 4 . 2 3 0 0 CS L B : G e n - B ; 1 0 0 6 5 3 5 SI G N A T U R E : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9/22/2021 2. 8 0 0 DE L A C R U Z , E L A D I O 47 0 1 W E S T L U C K Y W A Y , SA N T A A N A , C A 9 2 7 0 4 -- - Paper Size Scale Drawn by Title Project Number Sheet Eq u i s o l a r 16 5 3 0 V e n t u r a B l v d S u i t e 1 0 4 En c i n o , C A 9 1 4 3 6 81 8 . 7 8 4 . 2 3 0 0 CS L B : G e n - B ; 1 0 0 6 5 3 5 SI G N A T U R E : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4701 W Lucky Way 11/02/21 9/22/2021 2. 8 0 0 DE L A C R U Z , E L A D I O 47 0 1 W E S T L U C K Y W A Y , SA N T A A N A , C A 9 2 7 0 4 -- - Paper Size Scale Drawn by Title Project Number Sheet Eq u i s o l a r 16 5 3 0 V e n t u r a B l v d S u i t e 1 0 4 En c i n o , C A 9 1 4 3 6 81 8 . 7 8 4 . 2 3 0 0 CS L B : G e n - B ; 1 0 0 6 5 3 5 SI G N A T U R E : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9/22/2021 2. 8 0 0 DE L A C R U Z , E L A D I O 47 0 1 W E S T L U C K Y W A Y , SA N T A A N A , C A 9 2 7 0 4 -- - Paper Size Scale Drawn by Title Project Number Sheet Eq u i s o l a r 16 5 3 0 V e n t u r a B l v d S u i t e 1 0 4 En c i n o , C A 9 1 4 3 6 81 8 . 7 8 4 . 2 3 0 0 CS L B : G e n - B ; 1 0 0 6 5 3 5 SI G N A T U R E : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4701 W Lucky Way 11/02/21 9/22/2021 2. 8 0 0 DE L A C R U Z , E L A D I O 47 0 1 W E S T L U C K Y W A Y , SA N T A A N A , C A 9 2 7 0 4 -- - Paper Size Scale Drawn by Title Project Number Sheet Eq u i s o l a r 16 5 3 0 V e n t u r a B l v d S u i t e 1 0 4 En c i n o , C A 9 1 4 3 6 81 8 . 7 8 4 . 2 3 0 0 CS L B : G e n - B ; 1 0 0 6 5 3 5 SI G N A T U R E : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9/22/2021 2. 8 0 0 DE L A C R U Z , E L A D I O 47 0 1 W E S T L U C K Y W A Y , SA N T A A N A , C A 9 2 7 0 4 -- - Paper Size Scale Drawn by Title Project Number Sheet Eq u i s o l a r 16 5 3 0 V e n t u r a B l v d S u i t e 1 0 4 En c i n o , C A 9 1 4 3 6 81 8 . 7 8 4 . 2 3 0 0 CS L B : G e n - B ; 1 0 0 6 5 3 5 SI G N A T U R E : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4701 W Lucky Way 11/02/21 9/22/2021 2. 8 0 0 DE L A C R U Z , E L A D I O 47 0 1 W E S T L U C K Y W A Y , SA N T A A N A , C A 9 2 7 0 4 -- - Paper Size Scale Drawn by Title Project Number Sheet Eq u i s o l a r 16 5 3 0 V e n t u r a B l v d S u i t e 1 0 4 En c i n o , C A 9 1 4 3 6 81 8 . 7 8 4 . 2 3 0 0 CS L B : G e n - B ; 1 0 0 6 5 3 5 SI G N A T U R E : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9/22/2021 2. 8 0 0 DE L A C R U Z , E L A D I O 47 0 1 W E S T L U C K Y W A Y , SA N T A A N A , C A 9 2 7 0 4 -- - Paper Size Scale Drawn by Title Project Number Sheet Eq u i s o l a r 16 5 3 0 V e n t u r a B l v d S u i t e 1 0 4 En c i n o , C A 9 1 4 3 6 81 8 . 7 8 4 . 2 3 0 0 CS L B : G e n - B ; 1 0 0 6 5 3 5 SI G N A T U R E : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4701 W Lucky Way 11/02/21 Rev: 7/15/2021 RESIDENTIAL PHOTOVOLTAIC CHECKLIST SOL-01 CBC 2019 Solar Photovoltaic (PV) Checklist for Detached SINGLE FAMILY RESIDENCES Only Instructions: The licensed contractor of record shall complete all sections, answer the ten questions and sign the certification section below. A copy of this form shall be attached to each of TWO sets of plans, of minimum 11” x 17” size. If answering NO to any of the questions, plan check shall be required. Project Address: Contractor Company Name: Contractor License Number: YES NO Are the following applicable to the proposed project? 1.   Will the PV system layout provide the required three-foot wide clear access pathways per Section 605.11 of the California Fire Code, and is this shown on the roof plan? 2.   Will the PV system be installed on a roof having only one roofing layer with no overlays? 3.   Will the PV array be flush mounted to the existing roof so that the plane of the modules (panels) are parallel to the plane of the roof? 4.   Will the PV system weigh maximum 4 pounds per square feet or less? 5.   Will the PV system be installed where the modules do not overhang any roof edges (such as eaves, gabled ends, ridges and hips)? 6.   Will the PV system be installed with a space of 2” minimum to 10” maximum between the underside of modules and the surface of the roof? 7.   Will the PV system be installed without using any ballast system or counter-weight system? 8.   Will the anchors be installed with a maximum horizontal anchor spacing of 6 feet and is this maximum horizontal spacing shown on the plans? 9.   Will the minimum 5/16” lag screws be installed with a minimum of 2-1/2 inch embedment into roof rafters (with pre-drilled holes) and is this minimum embedment shown on the plans? 10.   Are ALL the structural pages of the plans stamped and signed by a California licensed professional engineer? (including project specific site plan, PV layout, anchorage spacing, anchorage details and manufacturer’s PV support information.) I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name: Signature: Phone Number: Date: Email Address: Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org 4701 West Lucky Way, Santa Ana, California 92704 Aira Coloma Aira Coloma 818-784-2300 aira@equisolar.com October 21, 2021 1006535 4701 W Lucky Way 11/02/21