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Home My WebLink About3428 S Saddleback Ct - PlanCODE INFORMATION APPLICABLE CODES, LAWS AND REGULATIONS CODE INFORMATION APPLICABLE CODES, LAWS AND REGULATIONS 2022 CALIFORNIA BUILDING CODE (CBC) 2022 CALIFORNIA RESIDENTIAL CODE (CRC) 2022 CALIFORNIA FIRE CODE (CFC) 2022 CALIFORNIA ELECTRICAL CODE (CEC) 2022 CALIFORNIA MECHANICAL CODE (CMC) 2022 CALIFORNIA PLUMBING CODE (CPC) PROJECT INSTALLER 1 4 1 4 H A R B O U R W A Y S O U T H R I C H M O N D , C A 9 4 8 0 4 ( 5 1 0 ) 5 4 0 - 0 5 5 0 C O R P O R A T I O N , S Y S T E M S R E V I S I O N S SO L A R I N D I V I D U A L P E R M I T P A C K A G E GR I D - T I E D P H O T O V O L T A I C S Y S T E M REV DESCRIPTION DATE DB DRAWN BY: DATE DRAWN SCALE AN T H O N Y T O M I C H 34 2 8 S O U T H S A D D L E B A C K C O U R T SA N T A A N A , C A L I F O R N I A 9 2 7 0 4 RP-413171 8. 0 8 k W SPRI - ANAHEIM 03-21-2023 C. Holgado CHARLENE HOLGADO (N) GRID TIED PHOTOVOLTAIC SYSTEM SOLAR INDIVIDUAL PERMIT PACKAGE ANTHONY TOMICH 3428 SOUTH SADDLEBACK COURT (657) 232-0167 SANTA ANA, CALIFORNIA 92704 8.08 kW AHJ: SANTA ANA CITY UTILITY: SOUTHERN CALIFORNIA EDISON CO SATELLITE IMAGE CO V E R S H E E T PROJECT LOCATION NTS SHEET INDEX SCOPE OF WORK - (N) 8.075 kW PHOTOVOLTAIC SYSTEM - (19) SunPower SPR-M-425-H-AC PV MODULES - POINT OF INTERCONNECTION AT MAIN SERVICE PANEL WITH CIRCUIT BREAKER - INSTALLATION OF (1) 40A WALLBOX EV CHARGER - MAIN BREAKER DOWNSIZE: (N) 200A MAIN BREAKER - QUAD/TWIN BREAKERS REQUIRED AHJ NOTES: DC RATING: 8.075 KW AC RATING: 7.392 KW NOTES SHEET PVA-0 ARCHITECTURAL DRAWINGS ELECTRICAL DRAWINGS PVE-1 ELECTRICAL SINGLE-LINE DIAGRAM & PVE-2 ELECTRICAL CALCULATION PVE-3 ELECTRICAL DATA & SPECIFICATIONS SPECIFICATIONS PVE-4 PVE-5 BRANCH DIAGRAM STRUCTURAL DRAWINGS PVS-1 STRUCTURAL INFORMATION & PVA-0 COVER SHEET PVA-1 ARRAY LAYOUT EQUINOX GROUNDING DETAILS PV MOUNTING DETAILS 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# 101116104 Issued 08/08/23 Elec# 20180498 Issued 08/07/23 3428 S Saddleback Ct08/09/23 20 psf 95 mph C 0 psf Exposure Cat: Ground Snow: Code: 2022 California Building Code ASCE 7-16 Live Load: Ult Wind Speed: Design Criteria: 3/21/2023 Attn.: To Whom It May Concern re: Job ANTHONY TOMICH: 3428 SOUTH SADDLEBACK COURT, SANTA ANA, CALIFORNIA 92 The following calculations are for the structural engineering design of the photovoltaic panels. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. If you have any questions, don't hesitate to contact. 51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 Steven Procter Digitally signed by Steven Procter Date: 2023.03.27 12:48:14 -05'00' 3428 S Saddleback Ct08/09/23 Date :3/21/2023 Job Code: ANTHONY TOMICH 2 of 6 Structrure Geometry: Mean Roof Height, hn =33 ft Eave Height, he =28 ft Buiding Length, L =70 ft Building Width, B =48 ft Module Area =20.8 ft² Roof Properties: Roof Pitch (deg) = Roofing Type = Sheathing Type = Wood Species = Wood Fb (psf) = Wood Fv (psf) = Wood E (psf) = Wood Lag Withdrawal (lb/in) = Framing Type = Framing OC Spacing (in.) = Section Thickness, b (in.) = Section Depth, d (in.) = Section Modulus, Sx (in.^3) = Beam Span (ft) = Pen Trib Width (ft) = Rail Span (ft) = CD (Wind) = CD (Snow) = CLS = CM = Ct = CL = CF = Cfu = Ci = Cr = Mallowable_Wind (lb-ft) = Mallowable_snow (lb-ft) = 634 456 1.0 1.15 1.5 1.0 1.0 1.0 1.00 1.0 1.6 1.15 6.00 3.07 7 3.50 3.06 1.50 2x4 Truss 24 230400000 266 129600 25920 5/8 OSB Sheathing Doug Fir-Larch #2 Comp Shingle 27 All Roofs 51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 3428 S Saddleback Ct08/09/23 Date :3/21/2023 Job Code: ANTHONY TOMICH 3 of 6 Dead Load: 3.0 2.0 0.6 1.0 Total All Roofs DL 6.6 psf 2.4 psf Roof_Dist_DL = M_Roof_Dist_DL = Def_Roof_Dist_DL = PV_uni_Dist_DL = M_PV_uni_Dist_DL = Def_PV_uni_Dist_DL = Total_uni_DL = M_Total_uni_DL = Def_Total_uni_DL = Rail_Down_DL = Rail_M_DL = Pens_Down_DL = Pens_Side_DL = Wind Load: Ultimate Wind Speed = 95 mph Directionality Factor, kd = 0.85 Topographic Factor, kzt = 1 Velocity Pressure Exposure Factor, kz = 1.00 Ground Elevation Factor, ke = 1.00 psf Velocity Pressure, qz = 19.68 Solar Equalization Factor, γa = 0.60 20 16 40 7 0.0017 16 66 18 0.0005 0.0012 4 12 48 PV DL All Roofs Comp Shingle 5/8 OSB Sheathing 2x4 Truss @ 24" OC Misc (Insulation etc) 51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 3428 S Saddleback Ct08/09/23 Date :3/21/2023 Job Code: ANTHONY TOMICH 4 of 6 Array Edge Factor, γE = External Pressure Up, GCp_1 = External Pressure Up, GCp_2 = External Pressure Up, GCp_3 = External Pressure Down, GCp = psf Design Pressure Up, p_1 = psf Design Pressure Up, p_2 = psf Design Pressure Up, p_3 = psf Design Pressure Down, p = uni_Dist_W_up = M_uni_Dist_W_up = Def_uni_Dist_W_up = uni_Dist_W_down = M_uni_Dist_W_down = Def_uni_Dist_W_down = Module_Up_W1 = Module_Up_W2 = Module_Down_W = Rail_Up_W1 = Rail_Up_W2 = Rail_Down_W = Rail_M_Up_W1 = Rail_M_Up_W2 = Rail_M_Down_W = Pens_Up_W1 = Pens_Up_W2 = Pens_Down_W = Rail Check (LRFD): All Roofs 1.4D : 23 lb-ft <548 lb-ft OK All Roofs 1.2D + 1.6S + 0.5W : 81 lb-ft <548 lb-ft OK All Roofs 1.2D + 0.5S + 1.0W : 143 lb-ft <548 lb-ft OK All Roofs 0.9D + 1.0W (Up z1) : 189 lb-ft <548 lb-ft OK -718 295 123 -490 -204 -299 -120 49 16 -82 -27 -39 131 0.0034 -0.0056 32 -53 -217 -40.74 16.00 -26.57 -38.97 -2.30 0.60 -1.50 -2.20 All Roofs 1.5 51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 3428 S Saddleback Ct08/09/23 Date :3/21/2023 Job Code: ANTHONY TOMICH 5 of 6 All Roofs 0.9D + 1.0W (Up z2) : 284 lb-ft <548 lb-ft OK Attachment Check (ASD): All Roofs 1.0D + 0.6W : 216 lbs <907 lbs OK All Roofs 1.0D + 0.75*[1.0S + 0.6W] : 172 lbs <907 lbs OK All Roofs 1.0D + 1.0S : 40 lbs <907 lbs OK All Roofs 0.6D + 0.6W (Up z1) : 270 lbs <512.5 lbs OK All Roofs 0.6D + 0.6W (Up z2) : 407 lbs <512.5 lbs OK Lag Screw Uplift Check (ASD): All Roofs Lag Screw Withdrawl Value = 266 lbs 5/16 Dia. All Roofs Lag Screw Penetration = 2.5 All Roofs 0.6D + 0.6W (Up z1) : 270 lbs <665 lbs OK All Roofs 0.6D + 0.6W (Up z2) : 407 lbs <665 lbs OK Framing Check (ASD): All Roofs uni 1.0D + 0.6W : 144 lb-ft <634 lb-ft OK All Roofs uni 1.0D + 0.75*[1.0S + 0.6W] : 124 lb-ft <634 lb-ft OK All Roofs uni 1.0D + 1.0S : 66 lb-ft <456 lb-ft OK All Roofs uni 0.6D + 0.6W (Up z1) : 91 lb-ft <634 lb-ft OK Seismic Check: Stucco 10.0 psf 2x4 Studs @ 16"2.0 psf Gypsum 3.0 psf Misc. (Insulation, etc.)2.0 psf 17 psf 6608 ft^2 112336 lbs 7 psf 3360 ft^2 22181 lbs Total Roof Area = Total Roof W =Existing Weight Total Wall DL = Total Wall Area = Total Wall W =Existing Weight Total Roof DL = 51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 3428 S Saddleback Ct08/09/23 Date :3/21/2023 Job Code: ANTHONY TOMICH 6 of 6 46 lbs 19 865 lbs %increase = (Wexisting + Wadditional) / Wexisting = OK Limits of Scope of Work and Liability 0.64% The increase in weight as a result of the solar system is less than 10% of the existing structure and therefore no further seismic analysis is required. The calculations produced for this dwelling's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards and procedures. PV Panel W = Number of Panels = Total PV W =Additional Weight 51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 3428 S Saddleback Ct08/09/23 _________________________ Attn: ___________________________Permit Office I, ___________________________, authorize SunPower (as my solar provider of choice) to pull permits for the solar installation at my residence, which is located at __________________________________. Please contact me at ____________________ if you have any further questions. Regards, Signed, _________________________________ Date: ___________________________________ DocuSign Envelope ID: 2B430598-5A30-4F10-9E0E-171A1CF17A50 3428 South Saddleback Court Anthony Tomich (657) 232-0167 7/20/2023 Santa Ana City 3428 S Saddleback Ct08/09/23 Certificate Of Completion Envelope Id: 2B4305985A304F109E0E171A1CF17A50 Status: Completed Subject: Complete with DocuSign: LOA Anthony Tomich.pdf Source Envelope: Document Pages: 1 Signatures: 1 Envelope Originator: Certificate Pages: 5 Initials: 0 Pau Ramirez-Pages AutoNav: Enabled EnvelopeId Stamping: Enabled Time Zone: (UTC-08:00) Pacific Time (US & Canada) 51 Rio Robles San Jose, CA 95134-1859 Pau.Ramirez-Pages@sunpowercorp.com IP Address: 161.69.114.46 Record Tracking Status: Original 7/19/2023 2:19:31 PM Holder: Pau Ramirez-Pages Pau.Ramirez-Pages@sunpowercorp.com Location: DocuSign Signer Events Signature Timestamp Anthony Tomich anthony.tomich@outlook.com Security Level: Email, Account Authentication (None) Signature Adoption: Pre-selected Style Using IP Address: 76.170.1.205 Sent: 7/19/2023 2:22:18 PM Viewed: 7/19/2023 4:13:04 PM Signed: 7/20/2023 12:29:09 PM Electronic Record and Signature Disclosure: Accepted: 7/19/2023 4:13:04 PM ID: 0a0bd9fc-b095-474d-a77d-de504846d813 In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp Christopher Gohlke Christopher.Gohlke@Sunpowercorp.com Security Level: Email, Account Authentication (None) Sent: 7/19/2023 2:22:18 PM Viewed: 7/19/2023 3:08:05 PM Electronic Record and Signature Disclosure: Accepted: 7/19/2023 3:24:54 PM ID: f9c13bae-6218-4a2b-a25d-1d8c2b2a345d Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Hashed/Encrypted 7/19/2023 2:22:18 PM Certified Delivered Security Checked 7/19/2023 4:13:04 PM Signing Complete Security Checked 7/20/2023 12:29:09 PM Completed Security Checked 7/20/2023 12:29:09 PM 3428 S Saddleback Ct08/09/23 Payment Events Status Timestamps Electronic Record and Signature Disclosure 3428 S Saddleback Ct08/09/23 ELECTRONIC RECORD AND SIGNATURE DISCLOSURE From time to time, Sunpower Corporation (we, us or Company) may be required by law to provide to you certain written notices or disclosures. Described below are the terms and conditions for providing to you such notices and disclosures electronically through the DocuSign system. Please read the information below carefully and thoroughly, and if you can access this information electronically to your satisfaction and agree to this Electronic Record and Signature Disclosure (ERSD), please confirm your agreement by selecting the check-box next to ‘I agree to use electronic records and signatures’ before clicking ‘CONTINUE’ within the DocuSign system. Getting paper copies At any time, you may request from us a paper copy of any record provided or made available electronically to you by us. You will have the ability to download and print documents we send to you through the DocuSign system during and immediately after the signing session and, if you elect to create a DocuSign account, you may access the documents for a limited period of time (usually 30 days) after such documents are first sent to you. After such time, if you wish for us to send you paper copies of any such documents from our office to you, you will be charged a $0.00 per-page fee. You may request delivery of such paper copies from us by following the procedure described below. Withdrawing your consent If you decide to receive notices and disclosures from us electronically, you may at any time change your mind and tell us that thereafter you want to receive required notices and disclosures only in paper format. How you must inform us of your decision to receive future notices and disclosure in paper format and withdraw your consent to receive notices and disclosures electronically is described below. Consequences of changing your mind If you elect to receive required notices and disclosures only in paper format, it will slow the speed at which we can complete certain steps in transactions with you and delivering services to you because we will need first to send the required notices or disclosures to you in paper format, and then wait until we receive back from you your acknowledgment of your receipt of such paper notices or disclosures. Further, you will no longer be able to use the DocuSign system to receive required notices and consents electronically from us or to sign electronically documents from us. All notices and disclosures will be sent to you electronically Electronic Record and Signature Disclosure created on: 10/16/2020 10:09:04 AM Parties agreed to: Anthony Tomich, Christopher Gohlke 3428 S Saddleback Ct08/09/23 Unless you tell us otherwise in accordance with the procedures described herein, we will provide electronically to you through the DocuSign system all required notices, disclosures, authorizations, acknowledgements, and other documents that are required to be provided or made available to you during the course of our relationship with you. To reduce the chance of you inadvertently not receiving any notice or disclosure, we prefer to provide all of the required notices and disclosures to you by the same method and to the same address that you have given us. Thus, you can receive all the disclosures and notices electronically or in paper format through the paper mail delivery system. If you do not agree with this process, please let us know as described below. Please also see the paragraph immediately above that describes the consequences of your electing not to receive delivery of the notices and disclosures electronically from us. How to contact Sunpower Corporation: You may contact us to let us know of your changes as to how we may contact you electronically, to request paper copies of certain information from us, and to withdraw your prior consent to receive notices and disclosures electronically as follows: To contact us by email send messages to: deepesh.makkar@sunpowercorp.com To advise Sunpower Corporation of your new email address To let us know of a change in your email address where we should send notices and disclosures electronically to you, you must send an email message to us at deepesh.makkar@sunpowercorp.com and in the body of such request you must state: your previous email address, your new email address. We do not require any other information from you to change your email address. 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To withdraw your consent with Sunpower Corporation To inform us that you no longer wish to receive future notices and disclosures in electronic format you may: 3428 S Saddleback Ct08/09/23 i. decline to sign a document from within your signing session, and on the subsequent page, select the check-box indicating you wish to withdraw your consent, or you may; ii. send us an email to deepesh.makkar@sunpowercorp.com and in the body of such request you must state your email, full name, mailing address, and telephone number. We do not need any other information from you to withdraw consent.. The consequences of your withdrawing consent for online documents will be that transactions may take a longer time to process.. Required hardware and software The minimum system requirements for using the DocuSign system may change over time. The current system requirements are found here: https://support.docusign.com/guides/signer-guide- signing-system-requirements. Acknowledging your access and consent to receive and sign documents electronically To confirm to us that you can access this information electronically, which will be similar to other electronic notices and disclosures that we will provide to you, please confirm that you have read this ERSD, and (i) that you are able to print on paper or electronically save this ERSD for your future reference and access; or (ii) that you are able to email this ERSD to an email address where you will be able to print on paper or save it for your future reference and access. Further, if you consent to receiving notices and disclosures exclusively in electronic format as described herein, then select the check-box next to ‘I agree to use electronic records and signatures’ before clicking ‘CONTINUE’ within the DocuSign system. By selecting the check-box next to ‘I agree to use electronic records and signatures’, you confirm that: You can access and read this Electronic Record and Signature Disclosure; and You can print on paper this Electronic Record and Signature Disclosure, or save or send this Electronic Record and Disclosure to a location where you can print it, for future reference and access; and Until or unless you notify Sunpower Corporation as described above, you consent to receive exclusively through electronic means all notices, disclosures, authorizations, acknowledgements, and other documents that are required to be provided or made available to you by Sunpower Corporation during the course of your relationship with Sunpower Corporation. 3428 S Saddleback Ct08/09/23 Rev: 7/15/2021 RESIDENTIAL PHOTOVOLTAIC CHECKLIST SOL-01 CBC 2019 Solar Photovoltaic (PV) Checklist for Detached SINGLE FAMILY RESIDENCES Only Instructions: The licensed contractor of record shall complete all sections, answer the ten questions and sign the certification section below. A copy of this form shall be attached to each of TWO sets of plans, of minimum 11” x 17” size. If answering NO to any of the questions, plan check shall be required. Project Address: Contractor Company Name: Contractor License Number: YES NO Are the following applicable to the proposed project? 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. Will the PV system layout provide the required three-foot wide clear access pathways per Section 605.11 of the California Fire Code, and is this shown on the roof plan? Will the PV system be installed on a roof having only one roofing layer with no overlays? Will the PV array be flush mounted to the existing roof so that the plane of the modules (panels) are parallel to the plane of the roof? Will the PV system weigh maximum 4 pounds per square feet or less? Will the PV system be installed where the modules do not overhang any roof edges (such as eaves, gabled ends, ridges and hips)? Will the PV system be installed witha space of 2” minimum to 10” maximum between the underside of modules and the surface of the roof? Will the PV system be installed without using any ballast system or counter-weight system? Will the anchors be installed with a maximum horizontal anchor spacing of 6 feet and is this maximum horizontal spacing shown on the plans? Will the minimum 5/16” lag screws be installed with a minimum of 2-1/2 inch embedment into roof rafters (with pre-drilled holes) and is this minimum embedment shown on the plans? Are ALL the structural pages of the plans stamped and signed by a California licensed professional engineer? (including project specific site plan, PV layout, anchorage spacing, anchorage details and manufacturer’s PV support information.) I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name: Signature: Phone Number: Date: Email Address: Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org Digitally signed by Aeron Bien Basbas Date: 2023.07.04 08:16:00 -07'00' 3428 S Saddleback Ct08/09/23 Expedited Permit Process for PV Systems - AC Module1 Expedited Permit Process for PV Systems AC Module The Solar America Board for Codes and Standards (Solar ABCs) Expedited Permit Pro- cess provides a means to differentiate systems that can be permitted quickly and easily due to their similarity with the majority of small-scale PV systems. Those systems with unique characteristics may be handled with small additions to this Expedited Permit Process or may require much more information, depending on the uniqueness of the installation. The following pages contain forms for the AC Module to use with the Expedited Permit Process. The Standard String, Micro-Inverter, and Supply-Side Connection forms are also available as interactive PDF files at www.solarabcs.org/permitting. In jurisdic- tions that have adopted the Expedited Permit Process for PV Systems, these forms can be filled out electronically and submitted in either printed form and via email. An elec- tronic format is used so that the supplied information is standardized and legible for the local jurisdiction. 3428 S Saddleback Ct08/09/23 Expedited Permit Process for PV Systems2 Expedited Permit Process for Small-Scale PV Systems AC Module The information in this guideline is intended to help local jurisdictions and contractors identify when PV system installations are simple, needing only a basic review, and when an installation is more complex. It is likely that 50%-75% of all residential systems will comply with these simple criteria. For projects that fail to meet the simple criteria, resolution steps have been suggested to provide as a path to permit approval. Required Information for Permit: 1. Site plan showing location of major components on the property. This drawing need not be exactly to scale, but it should represent relative location of components at site (see supplied example site plan). PV arrays on dwellings with a 3’ perimeter space at ridge and sides may not need separate ﬁre service review. 2. Electrical diagram showing PV array conﬁguration, wiring system, overcurrent protection, inverter, disconnects, required signs, and ac connection to building (see supplied standard electrical diagram). 3. Speciﬁcation sheets and installation manuals (if available) for all manufactured components including, but not limited to, PV modules, inverter(s), combiner box, disconnects, and mounting system. Step 1: Structural Review of PV Array Mounting System Is the array to be mounted on a deﬁned, permitted roof structure? l Yes l No If No due to non-compliant roof or a ground mount, submit completed worksheet for the structure WKS1. Roof Information: 1. Is the rooﬁng type lightweight (Yes = composition, lightweight masonry, metal, etc…)__________________________ ____________________________________________________________________________________________________ If No, submit completed worksheet for roof structure WKS1 (No = heavy masonry, slate, etc…). 2. Does the roof have a single roof covering? l Yes l No If No, submit completed worksheet for roof structure WKS1. 3. Provide method and type of weatherprooﬁng roof penetrations (e.g. ﬂashing, caulk).____________________________ Mounting System Information: 1. Is the mounting structure an engineered product designed to mount PV modules with no more than an 18” gap beneath the module frames? l Yes l No If No, provide details of structural attachment certiﬁed by a design professional. 2. For manufactured mounting systems, ﬁll out information on the mounting system below: a. Mounting System Manufacturer ___________Product Name and Model#________________________________ b. Total Weight of PV Modules and Rails ___________lbs c. Total Number of Attachment Points____________ d. Weight per Attachment Point (b÷c)_________________lbs (if greater than 45 lbs, see WKS1) e. Maximum Spacing Between Attachment Points on a Rail ______________inches (see product manual for maximum spacing allowed based on maximum design wind speed) f. Total Surface Area of PV Modules (square feet)_________________ ft 2 g. Distributed Weight of PV Module on Roof (b÷f)_______________ lbs/ft2 If distributed weight of the PV system is greater than 5 lbs/ft2, see WKS1. Step 2: Electrical Review of PV System (Calculations for Electrical Diagram) In order for a PV system to be considered for an expedited permit process, the following must apply: 1. PV modules, utility-interactive inverters, and combiner boxes are identiﬁed for use in PV systems. 2. The PV array is composed of 4 series strings or less per inverter. 3. The total inverter capacity has a continuous ac power output 13,440 Watts or less 4. The ac interconnection point is on the load side of service disconnecting means (690.64(B)). 5. One of the standard electrical diagrams (E1.1, E1.1a, E1.1b, or E1.1c) can be used to accurately represent the PV system. Interactive PDF diagrams are available at www.solarabcs.org/permitting. Fill out the standard electrical diagram completely. A guide to the electrical diagram is provided to help the applicant understand each blank to ﬁll in. If the electrical system is more complex than the standard electrical diagram can effectively communicate, provide an alternative diagram with appropriate detail. 3428 S Saddleback Ct08/09/23 E x p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 3 AC Module Site Plan 3428 S Saddleback Ct08/09/23 E x p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 4 AC Module Electrical Diagram Contractor Name, Address and Phone: One-Line Standard Electrical Diagram for AC Module PV Systems Site Name: Site Address: System AC Size: SIZE FSCM NO DWG NO REV SCALE NTS Date: SHEET Drawn By: Checked By: DESCRIPTION OR CONDUCTOR TYPE USE-2 or PV WIRE GEC EGC X ALL THAT APPLY EXTERIOR CABLE LISTED W/ INV. THWN-2 or XHHW-2 or RHW-2 GEC EGC X ALL THAT APPLY NO DC GEC IF 690.35 SYSTEM THWN-2 or XHHW-2 or RHW-2 GEC EGC X ALL THAT APPLY TAG 1 2 3 4 5 CONDUIT AND CONDUCTOR SCHEDULE COND. GAUGE MFG MFG NUMBER OF CONDUCTORS MFG Cable MFG Cable CONDUIT TYPE N/A N/A N/A CONDUIT SIZE N/A N/A N/A DESCRIPTIONTAG 1 2 3 4 5 6 7 PART NUMBER NOTES FOR UNUSED AC MODULES PUT "N/A in BLANK ABOVE 1 2 2 3 EQUIPMENT SCHEDULE J-BOX 4 AC DISCO M BUILDING GROUNDING ELECTRODE G M UTILITY SERVICE MAIN SERVICE PANEL MAIN OCPD INVERTER OCPD 5 6 7 5 3 4 G SEE GUIDE APPENDIX D FOR INFORMATION ON MODULE AND ARRAY GROUNDING AC COMBINER PANEL G ____ AC MODULES IN BRANCH- CIRCUIT MOD __1__ DC AC MOD __1__ DC AC MOD __1__ DC AC ____ AC MODULES IN BRANCH- CIRCUIT MOD __1__ DC AC MOD __1__ DC AC MOD __1__ DC AC 1 3428 S Saddleback Ct08/09/23 E x p e d i t e d P e r m i t P r o c e s s f o r P V S y s t e m s 5 Notes for AC Module Electrical Diagram Contractor Name, Address and Phone: Bill Ted Notes for One-Line Standard Electrical Diagram for Single-Phase PV Systems Site Name: Site Address: System AC Size: SIZE FSCM NO DWG NO REV SCALE NTS Date: SHEET Drawn By: Checked By: NOMINAL OPERATING AC VOLTAGE NOMINAL OPERATING AC FREQUENCY MAXIMUM AC POWER MAXIMUM AC CURRENT MAXIMUM OCPD RATING AC MODULE MAKE AC MODULE MODEL AC MODULE RATINGS (Guide Appendix C) 1) IF UTILITY REQUIRES A VISIBLE-BREAK SWITCH, DOES THIS SWITCH MEET THE REQUIREMENT? YES NO N/A 2) IF GENERATION METER REQUIRED, DOES THIS METER SOCKET MEET THE REQUIREMENT? YES NO N/A 3) SIZE PHOTOVOLTAIC POWER SOURCE (DC) CONDUCTORS BASED ON MAX CURRENT ON NEC 690.53 SIGN OR OCPD RATING AT DISCONNECT (N/A) 4) SIZE INVERTER OUTPUT CIRCUIT (AC) CONDUCTORS ACCORDING TO INVERTER OCPD AMPERE RATING. (See Guide Section 9) 5) TOTAL OF ______ INVERTER OUTPUT CIRCUIT OCPD(s), ONE FOR EACH AC MODULE CIRCUIT. DOES TOTAL SUPPLY BREAKERS COMPLY WITH 120% BUSBAR EXCEPTION IN 690.64(B)(2)(a)? YES NO NOTES FOR INVERTER CIRCUITS (Guide Section 8 and 9): 1.) LOWEST EXPECT AMBIENT TEMPERATURE BASED ON ASHRAE MINIMUM MEAN EXTREME DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION. LOWEST EXPECTED AMBIENT TEMP ____oC 2.) HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED ON ASHRAE HIGHEST MONTH 2% DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION. HIGHEST CONTINUOUS TEMPERATURE ___o C 2.) 2009 ASHRAE FUNDAMENTALS 2% DESIGN TEMPERATURES DO NOT EXCEED 47oC IN THE UNITED STATES (PALM SPRINGS, CA IS 44.1 oC). FOR 6 OR LESS CURRENT-CARRYING CONDUCTORS IN ROOF-MOUNTED SUNLIT CONDUIT AT LEAST 0.5" ABOVE ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE OF 47oC OR LESS (ALL OF UNITED STATES), a) 12 AWG, 90 oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR AC MODULES INVERTER OUTPUT CIRCUITS WITH 12 AMPS OR LESS WHEN PROTECTED BY A 15- AMP OR SMALLER OCPD. b) 10 AWG, 90 oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR AC MODULES INVERTER OUTPUT CIRCUITS WITH 16 AMPS OR LESS WHEN PROTECTED BY A 20- AMP OR SMALLER OCPD. NOTES FOR ARRAY CIRCUIT WIRING (Guide Section 6 and 8 and Appendix F): OCPD = OVERCURRENT PROTECTION DEVICE NATIONAL ELECTRICAL CODE ® REFERENCES SHOWN AS (NEC XXX.XX) NOTES FOR ALL DRAWINGS: SIGNSSEE GUIDE SECTION 7 SIGN FOR DC DISCONNECT SIGN FOR INVERTER OCPD AND AC DISCONNECT (IF USED) N/A since no dc wiring AC OUTPUT CURRENT NOMINAL AC VOLTAGE SOLAR PV SYSTEM AC POINT OF CONNECTION THIS PANEL FED BY MULTIPLE SOURCES (UTILITY AND SOLAR) 3428 S Saddleback Ct08/09/23 420-440W Residential AC Module SunPower® Maxeon® Technology %XLOWVSHFLȴFDOO\IRUXVHZLWKWKH6XQ3RZHU(TXLQR[®V\VWHPWKHRQO\IXOO\ LQWHJUDWHGVRODUVROXWLRQGHVLJQHGHQJLQHHUHGDQGZDUUDQWHGE\RQHFRPSDQ\ Highest Power AC Density Available. 7KHSDWHQWHGVROLGFRSSHUIRXQGDWLRQ0D[HRQ*HQFHOOLVRYHU ODUJHUWKDQSULRUJHQHUDWLRQVGHOLYHULQJWKHKLJKHVWHɝFLHQF\ $&VRODUSDQHODYDLODEOH1 Highest Lifetime Energy and Savings 'HVLJQHGWRGHOLYHUPRUHHQHUJ\RYHU\HDUVLQ UHDOZRUOGFRQGLWLRQVOLNHSDUWLDOVKDGHDQGKLJKWHPSHUDWXUHV Best Reliability, Best Warranty :LWKPRUHWKDQPLOOLRQDQG*:PRGXOHVGHSOR\HGDURXQG WKHZRUOG6XQ3RZHUWHFKQRORJ\LVSURYHQWRODVW7KDWȇVZK\ZH VWDQGEHKLQGRXUPRGXOHDQGPLFURLQYHUWHUZLWKWKHLQGXVWU\ȇV EHVW\HDU&RPELQHG3RZHUDQG3URGXFW:DUUDQW\ Datasheet 5 0 1 0 15 20 25 150% 140% 130% 120% 110% 100% 90% 80% 70% 60%25 - y e a r E n e r g y Y i e l d p e r W a t t Years of Operation Up to 60% More Lifetime Energy Conventional Panel M-Series Part of the SunPower Equinox® Solar System •&RPSDWLEOHZLWK P\6XQ3RZHU70PRQLWRULQJ •6HDPOHVVDHVWKHWLFV Factory-integrated Microinverter •+LJKHVWSRZHULQWHJUDWHG $&PRGXOHLQVRODU •(QJLQHHUHGDQGFDOLEUDWHG E\6XQ3RZHUIRU6XQ3RZHU $&PRGXOHV L Q > P P @ L Q > P P @ 5% larger 1-800-SUNPOWER | sunpower.com M-Series: M440 | M435 | M430 | M425 | M420 6XQ3RZHU®5HVLGHQWLDO$&0RGXOH %DVHGRQGDWDVKHHWUHYLHZRIZHEVLWHVRIWRSPDQXIDFWXUHUVSHU:RRG0DFNHQ]LH8639/HDGHUERDUG4 0D[HRQ:HɝFLHQWFRPSDUHGWRD&RQYHQWLRQDO3DQHORQVDPHVL]HGDUUD\V:HɝFLHQW DSSUR[PtPRUHHQHUJ\SHUZDWWEDVHGRQ396\VWSDQȴOHVIRUDYJ86FOLPDWH\UVORZHU GHJUDGDWLRQUDWH-RUGDQHWDOȊ5REXVW39'HJUDGDWLRQ0HWKRGRORJ\DQG$SSOLFDWLRQȋ396& 9ROWDJHUDQJHFDQEHH[WHQGHGEH\RQGQRPLQDOLIUHTXLUHGE\WKHXWLOLW\ /LPLWVPD\YDU\5HIHUWRORFDOUHTXLUHPHQWVWRGHȴQHWKHQXPEHURIPLFURLQYHUWHUVSHUEUDQFKLQ\RXUDUHD )DFWRU\VHWWRΖ(((DGHIDXOWVHWWLQJV&$5XOHGHIDXOWVHWWLQJVSURȴOHVHWGXULQJFRPPLVVLRQLQJ 6WDQGDUG7HVW&RQGLWLRQV:PtLUUDGLDQFH$0r&$OO'&YROWDJHLVIXOO\FRQWDLQHGZLWKLQWKHPRGXOH 8//LVWHGDV3956(DQGFRQIRUPVZLWK1(&DQG1(&DQG&5XOH5DSLG 6KXWGRZQRI396\VWHPVIRU$&DQG'&FRQGXFWRUVZKHQLQVWDOOHGDFFRUGLQJWRPDQXIDFWXUHUȇVLQVWUXFWLRQV 3OHDVHUHDGWKHVDIHW\DQGLQVWDOODWLRQLQVWUXFWLRQVIRUPRUHLQIRUPDWLRQUHJDUGLQJORDGUDWLQJVDQG PRXQWLQJFRQȴJXUDWLRQV 6HHZZZVXQSRZHUFRPFRPSDQ\IRUPRUHUHIHUHQFHLQIRUPDWLRQ 6SHFLȴFDWLRQVLQFOXGHGLQWKLVGDWDVKHHWDUHVXEMHFWWRFKDQJHZLWKRXWQRWLFH k6XQ3RZHU&RUSRUDWLRQ$OOULJKWVUHVHUYHG68132:(5WKH68132:(5ORJR(48Ζ12;DQG 0<68132:(5DUHWUDGHPDUNVRUUHJLVWHUHGWUDGHPDUNVRI6XQ3RZHU&RUSRUDWLRQLQWKH860$;(21LVD UHJLVWHUHGWUDGHPDUNRI0D[HRQ6RODU7HFKQRORJLHV/WG)RUPRUHLQIRUPDWLRQYLVLWZZZPD[HRQFRPOHJDO AC Electrical Data ΖQYHUWHU0RGHO7\SH+(QSKDVHΖ4+6#9$&#9$& 3HDN2XWSXW3RZHU9$ 0D[&RQWLQXRXV2XWSXW3RZHU9$ 1RP/Ȃ/9ROWDJH5DQJH9ȂȂ 0D[&RQWLQXRXV2XWSXW&XUUHQW$UPV 0D[8QLWVSHU$/Ȃ/%UDQFK&LUFXLW &(&:HLJKWHG(ɝFLHQF\ 1RP)UHTXHQF\+] ([WHQGHG)UHTXHQF\5DQJH Ȃ+] $&6KRUW&LUFXLW)DXOW&XUUHQW2YHU&\FOHV $UPV 2YHUYROWDJH&ODVV$&3RUW ΖΖΖ $&3RUW%DFNIHHG&XUUHQW P$ 3RZHU)DFWRU6HWWLQJ 3RZHU)DFWRUDGMXVWDEOHLQGXFWLYHFDSDFLWLYH DC Power Data 6350 +$& 6350 +$& 6350 +$& 6350 +$& 6350 +$& 1RP3RZHU3QRP: 3RZHU7ROHUDQFH ȫ 0RGXOH(ɝFLHQF\ 7HPS&RHI3RZHUȫr& 6KDGH7ROHUDQFH ΖQWHJUDWHGPRGXOHOHYHOPD[SRZHUSRLQWWUDFNLQJ Tested Operating Conditions 2SHUDWLQJ7HPSr)WRr)r&WRr& 0D[$PELHQW7HPSr)r& 0D[7HVW/RDG:LQGSVI3DNJPtEDFN 6QRZSVI3DNJPtIURQW 0D['HVLJQ/RDG :LQGSVI3DNJPtEDFN 6QRZSVI3DNJPtIURQW ΖPSDFW5HVLVWDQFH LQFKPPGLDPHWHUKDLODWPSKPV Mechanical Data 6RODU&HOOV 0D[HRQ*HQ )URQW*ODVV +LJKWUDQVPLVVLRQWHPSHUHGJODVVZLWKDQWLUHȵHFWLYHFRDWLQJ (QYLURQPHQWDO5DWLQJ 2XWGRRUUDWHG )UDPH &ODVVEODFNDQRGL]HGKLJKHVW$$0$UDWLQJ :HLJKW OENJ 5HFRPPHQGHG0D[ 0RGXOH6SDFLQJ LQPP Warranties, Certiﬁcations, and Compliance :DUUDQWLHV ȏ\HDUOLPLWHGSRZHUZDUUDQW\ ȏ\HDUOLPLWHGSURGXFWZDUUDQW\ &HUWLȴFDWLRQV DQG &RPSOLDQFH ȏ8/Ζ((( ȏ8/$&0RGXOH7\SHȴUHUDWHG ȏ8/ ȏ8/Ζ(& ȏ)&&3DUW&ODVV% ȏΖ&(6&ODVV% ȏ&$1&6$&12 ȏ&$5XOH8/6$5 LQFOXGHV9ROW9DUDQG5HDFWLYH3RZHU3ULRULW\ ȏ8//LVWHG395DSLG6KXWGRZQ(TXLSPHQW (QDEOHVLQVWDOODWLRQLQDFFRUGDQFHZLWK ȏ1(&$&PRGXOH ȏ1(&5DSLG6KXWGRZQLQVLGHDQGRXWVLGHWKH DUUD\ ȏ1(&$&&RQQHFWRUV$Ȃ( :KHQXVHGZLWK$&PRGXOH4&DEOHVDQGDFFHVVRULHV 8/DQG8/ ȏ5DWHGIRUORDGEUHDNGLVFRQQHFW :KHQXVHGZLWKΖQYLVL0RXQWUDFNLQJDQGΖQYLVL0RXQW DFFHVVRULHV8/ ȏ0RGXOHJURXQGLQJDQGERQGLQJWKURXJKΖQYLVL0RXQW ȏ&ODVV$ȴUHUDWHG 3Ζ'7HVW 9Ζ(& Packaging Conﬁguration 0RGXOHVSHUSDOOHW 3DFNDJLQJER[GLPHQVLRQV PP 3DOOHWJURVVZHLJKW OENJ 3DOOHWVSHUFRQWDLQHU 1HWZHLJKWSHUFRQWDLQHU OENJ 1-800-SUNPOWER | sunpower.com 5HY' $SULO 3OHDVHUHDGWKHVDIHW\DQGLQVWDOODWLRQLQVWUXFWLRQVIRUGHWDLOV 3428 S Saddleback Ct08/09/23 Page 1 of 2 Date: February 17, 2023 Pat Cruz SUNPOWER CORP 51 Rio Robles San Jose, CA, 95134, US pat.cruz@sunpowercorp.com Subject: AC Modules Compliance to UL 1741 SUPPLEMENT SB GRID SUPPORT UTILITY-INTERACTIVE INVERTERS AND CONVERTERS BASED UPON IEEE 1547-2018 and IEEE 1547.1-2020 Reference: SunPower Corp. UL File E478330 AC Modules Dear Pat Cruz, An AC Module is a combination of PV Module with an Integrated Inverter. The compliance of this combination to UL Supplement SB is relevant strictly to the Inverters grid interconnection performance certification under UL 1741 and its installed firmware during the Inverter evaluation to SB. The following list of AC Modules have been investigated by UL in accordance with UL 1741. In addition, a list of Inverters used in these AC Modules are additionally certified to the grid support interconnection requirements under UL1741 including Supplement SB. We have provided a web link to the specific grid interconnection certification page on our UL product iQ certification database where the SB compliance can be verified for the inverter in the AC Modules. AC Module Models: SPR-WWW-XXX-YYY-Z-AC where WWW is E19, E20, X20, X21, X22, where XXX is the wattage rating of the PV Module used as a component and is between 320 and 370 in 1W increments, where YYY is BLK or blank, and where Z is E G, H, L or E6 to identify the Microinverter being used. SPR-AXXX-YYY-Z-AC where XXX is the wattage rating of the PV Module used as a component and is between 380 and 440 in 5W increments, where YYY is BLK or blank, and where Z is E G, H, L or E6 to identify the Microinverter being used. SPR-MAX5-XXX-YYY-Z-AC where XXX is the wattage rating of the PV Module used as a component and is between 380 and 440 in 5W increments, where YYY is BLK or blank, and where Z is E G, H, L or E6 to identify the Microinverter being used. SPR-MXXX-YYY-Z-AC where XXX is the wattage rating of the PV Module used as a component and is between 385 and 450 in 5W increments, where YYY is BLK or blank, and where Z is E G, H, L or E6 to identify the Microinverter being used. SPR-MAX6-XXX-YYY-Z-AC where XXX is the wattage rating of the PV Module used as a component and is between 385 and 450 in 5W increments, where YYY is BLK or blank, and where Z is E G, H, L or E6 to identify the Microinverter being used. Page 2 of 2 Inverters and Certifications for each AC Module Model Numbers Inverters UL Listed E341165 Enphase Energy Inc. - Static Inverters, Converters and Accessories for Use in Independent Power Systems E Inverter Enphase/SunPower Model IQ7XS-96-ACM-US Link to Inverter UL Product iQ: https://iq.ulprospector.com/en/profile?e=4862840 G Inverter Enphase/SunPower Model IQ7AS-66-ACM-US or IQ7A-66-ACM-US Link to Inverter UL Product iQ: https://iq.ulprospector.com/en/profile?e=4862901 H Inverter Enphase/SunPower Model IQ7HS-66-ACM-US Link to Inverter UL Product iQ: https://iq.ulprospector.com/en/profile?e=4862720 L - employs Enphase Inverter Model IQ7A-72-2-US Link to Inverter UL Product iQ: https://iq.ulprospector.com/en/profile?e=4862901 E6 - employs Enphase Inverter Model IQ7A-72-E-ACM-US Link to Inverter UL Product iQ: https://iq.ulprospector.com/en/profile?e=4862901 Reviewed by: Tim Zgonena Timothy P. Zgonena Principal Engineer (PrE) Very truly yours, Ben Baczenas Ben Baczenas Senior Project Engineer Ben.Baczenas@ul.com Any information and documentation involving UL Mark services are provided on behalf of UL LLC (UL) or any authorized licensee of UL 3428 S Saddleback Ct08/09/23 FLASHLOC is the ultimate attachment for composition shingle and rolled comp roofs. The all-in-one mount installs fast — no kneeling on hot roofs to install ﬂashing, no prying or cutting shingles, no pulling nails. Simply drive the lag bolt and inject sealant into the base. FLASHLOC’s patented TRIPLE SEAL technology preserves the roof and protects the penetration with a permanent pressure seal. Kitted with lag bolts, sealant, and hardware for maximum convenience. Don’t just divert water, LOC it out! PROTECT THE ROOF Install a high-strength waterproof attachment without lifting, prying or damaging shingles. FLASHLOC LOC OUT WATER With an outer shield 1 contour-conforming gasket 2 and pressurized sealant chamber 3 the Triple Seal technology delivers a 100% waterproof connection. Cut Away View HIGH-SPEED INSTALL Simply drive lag bolt and inject sealant into the port 4 to create a permanent pressure seal. Cut Away View FASTER INSTALLATION. 25-YEAR WARRANTY. FOR QUESTIONS OR CUSTOMER SERVICE VISIT UNIRAC.COM OR CALL (505) 248-2702 3 2 4 1 TESTED TO TAS-100 WIND DRIVEN RAIN TEST AND UL441 RAIN TEST JUNE2021_FLASHLOCCOMP_V2 FASTER INSTALLATION. 25-YEAR WARRANTY. FOR QUESTIONS OR CUSTOMER SERVICE VISIT UNIRAC.COM OR CALL (505) 248-2702 FLASHLOC INSTALLATION GUIDE PRE-INSTALL Snap chalk lines for attachment rows. On shingle roofs, snap lines 1-3/4” below upslope edge of shingle course. Locate rafters and mark attachment locations. At each location, drill a 7/32” pilot hole. Clean roof surface of dirt, debris, snow, and ice. Next, BACKFILL ALL PILOT HOLES WITH SEALANT. NOTE: Space mounts per racking system install speciﬁcations. STEP 1: SECURE Place FLASHLOC over pilot hole with lag on down-slope side. Align indicator marks on sides of mount with chalk line. Pass included lag bolt and sealing washer through FLASHLOC into pilot hole. Drive lag bolt until mount is held ﬁrmly in place. NOTE: The EPDM in the sealing washer will expand beyond the edge of the metal washer when proper torque is applied. STEP 2: SEAL Insert tip of UNIRAC provided sealant into port. Inject until sealant exits both vents. Follow sealant manufacturer’s instructions. Follow sealant manufacturer’s cold weather application guidelines, if applicable. Continue array installation, attaching rails to mounts with provided T-bolts. NOTE: When FLASHLOC is installed over gap between shingle tabs or vertical joints, ﬁll gap/joint with sealant between mount and upslope edge of shingle course. USE ONLY UNIRAC APPROVED SEALANTS: Chemlink Duralink 50, Chemlink M-1, Geocel 4500, or Geocel S-4 SEALANT GAP 1.75" 3428 S Saddleback Ct08/09/23 LEGAL NOTICE DRAWING NOT TO SCALE ALL DIMENSIONS ARE NOMINAL PRODUCT PROTECTED BY ONE OR MORE US PATENTS SOLARMOUNT PART DRAWING 4/28/2020 FLASHLOC COMP KIT REVISION DATE: DRAWING TYPE: DESCRIPTION: FL - A 0 1 PRODUCT LINE: 1411 BROADWAY BLVD. NE ALBUQUERQUE, NM 87102 USA PHONE: 505.242.6411 WWW.UNIRAC.COM SHEET PART TABLE P/N DESCRIPTION 004085M FLASHLOC COMP KIT MILL, 20 PACK 004085D FLASHLOC COMP KIT DARK, 20 PACK 67 8" 312 " 33 4" 214 " 5/16" x 4" SS LAG BOLT W/ SS EPDM BONDED WASHER FLASHLOC BASE MILL OR DARK SS SERRATED T-BOLT SS SERRATED FLANGE NUT 3428 S Saddleback Ct08/09/23 SunPower® InvisiMount | Residential Mounting System Simple and Fast Installation Integrated module-to-rail grounding Pre-assembled mid and end clamps Levitating mid clamp for easy placement Mid clamp width facilitates consistent, even module spacing UL 2703 Listed integrated grounding Flexible Design Addresses sloped and low-sloped residential roofs ȏ 'HVLJQLQODQGVFDSHDQGSRUWUDLWZLWKXSWRɒ rail span Pre-drilled rails and rail splice Rails enable easy obstacle management Customer-Preferred Aesthetics Best-in-class system aesthetics Black anodized components ȏ /RZSURȴOHPLGFODPSVDQGFDSSHGȵXVK end clamps Part of Superior System Best-in-class system reliability and aesthetics Optional URRIWRSWUDQVLWLRQȵDVKLQJUDLO mounted J-box, and wire management rail clips Combine with SunPower modules and mySunPower® monitoring app Elegant Simplicity SunPower® InvisiMount is a SunPower-designed rail-based mounting system. The InvisiMount system addresses residential sloped roofs and combines faster LQVWDOODWLRQWLPHGHVLJQȵH[LELOLW\DQGVXSHULRUDHVWKHWLFV &ODVVLFΖQYLVL0RXQWLVVSHFLȴFDOO\HQYLVLRQHGDQGHQJLQHHUHG to pair with SunPower modules; Universal InvisiMount is compatible with a wide range of modules. The resulting V\VWHPOHYHODSSURDFKDPSOLȴHVWKHLQVWDOODWLRQDQG DHVWKHWLFEHQHȴWVȃIRUKRPHRZQHUVDQGIRULQVWDOOHUV sunpower.com Datasheet SunPower® InvisiMount | Residential Mounting System InvisiMount Component Details Classic mid clamp Black oxide stainless steel 300 series 63 g (2.2 oz) Universal mid clamp Black anodized aluminum 6000 series 60 g (2.1 oz) Classic end clamp Black anodized aluminum 6000 series 110 g (3.88 oz) Universal end clamp Black anodized aluminum 6000 series 103 g (3.63 oz) Rail Black anodized aluminum 6000 series 830 g/m (9 oz/ft) Rail splice Aluminum alloy 6000 series 830 g/m (9 oz/ft) Rail bolt M10-1.5 × 25 mm; custom T-head SS304 18 g (0.63 oz) Rail nut M10-1.5; DIN 6923 SS304 nominal Ground lug assembly SS304; A2-70 bolt; tin-plated copper lug 106.5 g (3.75 oz) Row-to-row grounding clip SS 301 with SS 304 M6 bolts 75 g (2.6 oz) Row-to-row grounding jumper Stainless steel 300 series 10 g (0.35 oz) Row-to-row spacer Black POM-grade plastic 5 g (0.18 oz) Roof Attachment BOM InvisiMount Comp Shingle Attachment with Pegasus InvisiMount Flat Tile Replacement Attachment with Pegasus InvisiMount S-Tile Replacement Attachment with Pegasus InvisiMount W-Tile Replacement Attachment with Pegasus InvisiMount Operating Conditions Temperature ȫr&WRr&ȫr)WRr) Roof Attachment Hardware Warranties Refer to roof attachment hardware manufacturers documentation. ΖQYLVL0RXQW:DUUDQWLHV$QG&HUWLȴFDWLRQV Warranties 25-year product warranty \HDUȴQLVKZDUUDQW\ &HUWLȴFDWLRQV UL 2703 Listed Class A Fire Rated Professional Engineer (PE) must then stamp all calculations. If you have any questions please contact SunPower Technical Support at 1-855-977-7867. © 2022 SunPower Corporation. All Rights Reserved. SUNPOWER, the SUNPOWER logo, EQUINOX, and INVISIMOUNT are trademarks or registered trademarks of SunPower Corporation. $OORWKHUWUDGHPDUNVDUHWKHSURSHUW\RIWKHLUUHVSHFWLYHRZQHUV6SHFLȴFDWLRQVLQFOXGHGLQWKLVGDWDVKHHWDUHVXEMHFWWRFKDQJHZLWKRXWQRWLFH InvisiMount Components Mid Clamp End Clamp Rail and Rail SpliceGround Lug Assembly sunpower.com 509506 RevG ¹ With Classic InvisiMount, a module frame that is compatible with the InvisiMount system is required for hardware interoperability; modules without this frame may be used with Universal InvisiMount. ² SunPower recommends that all Equinox, InvisiMount, and AC module systems always be designed using the InvisiMount Span Tables #524734. If a designer decides to instead use the component capacities listed in this document to design a system, note that the capacities shown are Load and Resistance Factor Design (LRFD) design loads, and are NOT to be used for Allowable Stress Design (ASD) calculations; and that a licensed InvisiMount Component LRFD Capacities² Classic Mid clamp Uplift 664 lbf Shear 540 lbf Universal Mid clamp Uplift 962 lb Shear 437 lb Classic End clamp Uplift 899 lbf Shear 220 lbf Universal End clamp Uplift 605 lb Shear 242 lb Rail Moment: upward 548 lbf-ft Moment: downward 580 lbf-ft Rail splice Moment: upward 548 lbf-ft Moment: downward 580 lbf-ft L-foot Uplift 1000 lbf Shear 390 lbf Datasheet Row-to-Row Spacer Row-to-Row Grounding Clip Universal End ClampRow-to-row Grounding Jumper (DynoBond) Universal Mid Clamp Rail and Rail SpliceGround Lug Assembly Universal InvisiMount Classic InvisiMount 3428 S Saddleback Ct08/09/23 Improve Support, Reduce Costs An intuitive monitoring website enables you to: See a visual map of customer sites Remotely manage hundreds of sites Remotely diagnose and troubleshoot system issues Drill down for the status of individual devices Add Value for Customers With mySunPower monitoring customers can: Track their energy production by day, month, year and in GL΍HUHQWZHDWKHUFRQGLWLRQV See their energy use and estimated bill savings Maximize their savings with automatic system alerts and tips Customize storage settings and easily monitor and track available battery power Receive elective system reports SunPower® Monitoring Plug-and-Play Installation This complete solution for residential monitoring and control includes the SunPower® PV Supervisor (PVS) which improves the installation process, overall system reliability, and customer experience: Compact footprint for improved aesthetics Robust cloud connectivity and comprehensive local connectivity )OH[LEOHFRQȴJXUDWLRQRIGHYLFHVGXULQJLQVWDOODWLRQ Consumption metering Revenue-quality production metering Web-based commissioning Remote diagnostics of PVS and inverters Durable UL Type 3R enclosure helps reduce maintenance costs Easy integration with SunPower eBOS Robust Cloud Connectivity Multiple options to maintain optimal connectivity: Hardwired Ethernet WiFi Cellular backup sunpower.com SunPower® Monitoring | Residential SunPower PV Supervisor Operating Conditions Temperature ȫr)WRr)ȫr&WRr& Humidity (max.) 95%, non-condensing :DUUDQW\DQG&HUWLȴFDWLRQV Warranty \HDU/LPLWHG:DUUDQW\ &HUWLȴFDWLRQV 8/F8/&(8/DQG)&&3DUW (Class B) Mechanical Weight OENJ Dimensions LQFP Enclosure rating 8/(7\SH5 Site Requirements Number of modules supported per PVS 6XQ3RZHU$&PRGXOHV Internet access High-speed internet access via accessible router or switch Power Ȃ9$&/Ȃ1RU+] 9$&/Ȃ/LQSKDVH+] Communication RS-485 Supports string inverters, external meters, and other auxiliary devices Integrated metering One channel of revenue-quality production metering Two channels of consumption metering Ethernet /$1RURSWLRQDO:$1SRUW PLC Supports SunPower AC modules WiFi EJQ*+]DQG*+] Cellular /7(&DW0*8076 ZigBee Ζ(((0$&*+]Ζ60EDQG Data storage GD\V Upgrades $XWRPDWLFȴUPZDUHXSJUDGHV Web and Mobile Device Support Customer site mysunpower.com Partner site monitor.sunpower.com Browsers Firefox, Safari, and Chrome Mobile devices iPhone®, iPad®, and Android Customer app 1 Create account online at mysunpower.com 2 On a mobile device, download the SunPower Monitoring app from Apple App 6WRUHRU*RRJOH3OD\Ƞ6WRUH 3 Sign in using account email and password SunPower® AC ModulesPVS SunPower® Pro Fleet Management for Installers mySunPowerTM for Homeownes k6XQ3RZHU&RUSRUDWLRQ$OO5LJKWV5HVHUYHG68132:(5WKH68132:(5ORJRDQG 0<68132:(5DUHWUDGHPDUNVRUUHJLVWHUHGWUDGHPDUNVRI6XQ3RZHU&RUSRUDWLRQLQWKH U.S. and other countries as well. All other logos and trademarks are the properties of their respective owners. 5HY' 3428 S Saddleback Ct08/09/23 Equinox Junction Boxes SunPower® Equinox Accessories SPECIFICATIONS Model RMJ v2 Comp Shingle Transition J-Box Kit Part Number 530167 530168 Max. Voltage Rating 600 V (AC or DC) Ambient Temp. Range í35°C to 75°C (í31°F to 167°F) Enclosure Material Flame-retardant, UV-resistant, high-impact resistant resin Attachment/Flashing Material 304 stainless steel Steel w/zinc-aluminum coating Cavity Dimensions 150 ×150 ×62 mm (5.91 ×5.91 ×2.13) Enclosure Volume 1150 cc (70 in3) Attachment/Flashing Finish Black oxide Black powder coat Compatibility InvisiMount rail Comp shingle roofs Assembled Weight 0.78 kg (1.7 lb)1.27 kg (2.8 lb) Certifications & Ratings Watertight, UL Type 4 UL 94 5VA UL 1741 UL 2703 (with InvisiMount) Watertight, UL Type 4 UL 94 5VA UL 1741 Additional Hardware Included 3/4Ǝcord grip Lay-in lug 3/4Ǝ cord grip #12 screws with EPDM washer Composition Shingle Roof Transition Junction Box Datasheet InvisiMount Rail-Mounted Junction Box (RMJ) v2 70% larger than original InvisiMount J-box. Integrated grounding to InvisiMount rail, replacing grounding lug assembly. Snap-on attachment for fast and secure installation. Enables transitioning conductors directly through the roof. Integrated flashing for peace of mind. Compatible with composition shingle roofs. COMPONENT DIMENSIONS J- B o x E n c l o s u r e (u s e d i n b o t h R M J a n d T r a n s i t i o n J - b o x ) Fl a s h i n g (u s e d o n l y w i t h T r a n s i t i o n J - B o x ) Equinox Junction Boxes SunPower®Equinox Accessories Datasheet 539382 RevA 3428 S Saddleback Ct08/09/23 PULSAR PLUS NORTH AMERICA Technical Datasheet User Interface & Communications Connectivity User identification User interface Charger status information Included features Voice control Wi-Fi, Bluetooth myWallbox App & Portal myWallbox App & Portal Halo RGB LED, myWallbox App & Portal Power Sharing Works with Amazon Alexa and Google Home Part Number StructureGeneral Specifications Pulsar Plus Matte Black 25ft SAE J1772 7.8” x 7.9” x 3.9” (without cable) 4.4lbs (without cable) -22ºF to 104ºF -40ºF to 158ºF Electrical Specifications A B C D Model EVC Cable Power Pulsar Plus North AmericaPUP1 Code Definition U 1 5 6 G Type 1 25ft 9.6kW 11.5kW Hardwired Plug-In Version Hardwired + OCPP NEMA 14-50P + OCPP Charging power Rated current Connection type Rated voltage AC ± 10% Connector type Configurable current Environmental rating Dimensions www.wallbox.com 3.9”7.8’’ 7. 9 ’ ’ Version Custom Revision 002 0 N C X Matte Black Revision X E F G Model Color Cable length Charging protocol Dimensions Weight Operating temperature Storage temperature Electrical safety EMC compliance UL 2594, UL 2231 FCC part 15 Class B, CAN ICES-003B / NMB-003B 40A Model 48A Model 240/208 V (Level 2), 60Hz SEA J1772 Type 1 from 6A to rated current Indoor and Outdoor Installations NEMA Type 4 per UL 50E 9.6kW 11.5kW 40A 48A NEMA 14-50 or Hardwired Hardwired A B F GD C E X 3428 S Saddleback Ct08/09/23 February 10, 2023 SunPower 77 Rio Robles San Jose, CA 95134 TEL: (408) 514-4063 Attn: Sunpower – Engineering Department Re: Engineering Certification for the SunPower Corporation Invisimount Mounting System Span Tables and Design Methodology PZSE, Inc.-Structural Engineers has reviewed the SunPower Invisimount Mounting System Span Tables Revision F published September 21, 2021 and Revision G published August 25, 2022 and their design methodology. This certification covers the module clamp, rail analysis, and attachment Tile hook/L bracket components. All information, data and analysis contained within are based on, and comply with, the following building codes and typical specifications: Building Codes: 1. Minimum Design Loads for Buildings and other Structures, ASCE/SEI 7-16 2. 2022 California Building Code, by California Building Standard Commission 3. 2022 California Residential Code, by California Building Standard Commission 4. 2021 International Building Code, by International Code Council, Inc 5. 2015 Aluminum Design Manual, by The Aluminum Association 6. CPP Wind Tunnel report number 9790, dated 16 February 2017. 7. SEAOC PV-2, 2017 8. 2018 NDS, by the American Wood Council 9. UL 2703 Testing report for PV solar panels. 10. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Panels, November 1, 2012 by ICC-ES Component and Cladding Roof Zones: The Components and Cladding Roof Zones shall be determined based on ASCE 7 Chapter 30, and CPP Wind Tunnel test number 9790, dated 16 February 2017. Notes: 1) Racking system and panels shall be installed per manufacturer’s specifications. 2) Design assumptions are specified in the Inputs pages of attached span tables. 3) Attachment design is based on 5/16” Dia. Lag Screw with 2.5” Embedment into SPF#2 or equivalent per NDS. Designer shall be responsible for verifying project specific site conditions. 4) Wind speeds are LRFD values. 5) Attachment spacing(s) apply to seismic design category E or less. 3428 S Ct08/09/23 Design Responsibility: These tables are intended to be used under the responsible charge of a registered design professional where required by the authority having jurisdiction. In all cases, these tables should be used under the direction of a design professional with sufficient structural engineering knowledge and experience to be able to: • Evaluate whether these tables are applicable to the project, and • Understand and determine the appropriate values for all input parameters of these tables. This letter certifies that the loading criteria and design basis SunPower Invisimount Mounting System Span Tables are in compliance with the Codes above. This certification excludes the capacity check of the building structure to support the loads imposed on the building by the array, such as bending strength of roof rafters spanning between supports. This requires additional knowledge of the building and is outside the scope of the design tool and our review. If you have any questions on the above, do not hesitate to call. Prepared By: PZSE, Inc. - Structural Engineers Roseville, CA REENI IGER LARUTCURTS AINROFILACFOETATS GNELANOISSEFORPDERETSEHCAZHT ENEKL N AP Exp. 3-31-25 No. S3878 R U DIGITALLY SIGNED 3428 S Ct08/09/23 SUNPOWER CORPORATION Document #524734 Rev G SPAN TABLES, INVISIMOUNT Template FILE-074910, Ed. 2 SPAN TABLES, INVISIMOUNT 22 SQ. FT. MODULE WITH COMPOSITE SHINGLE - MOUNTING ROOF ATTACHMENT ASCE 7-16 VERSION Item Number: 524734 8-25-22 Ethan Ely REVISION HISTORY REV. DCR# DESCRIPTION DATE AUTHOR A DCO-008990 • Initial Release 4-10-17 P. Todd B DCO-010454 • Exposure D added.10-10-17 G. Rossi C DCO-010454 • A-Series Modules Added. • Color coding of Span Tales Added. 6-11-19 E. Ely D DCR-003763 • CA Only • ASCE 7-16 Update 2-20-20 J. Mansell E DCR-003794 • Module Pressure Capacities Increased • Expanded for all States 4-27-20 J. Mansell F DCR-003922 • M-series module added 9-21-21 E. Ely G TBD • Version for Universal InvisiMount system 8-25-22 E. Ely Instructions: 1. Tables in this document have been generated from the Excel tool, item #524735 2. See the Engineering Certification Letter for Professional Engineer stamp. 3. Delete this first page when printing. 4. The Span Tables are split among several volumes due to the various combinations of Modules + Attachments + Applicable Codes. 3428 S Ct08/09/23 SUNPOWER CORPORATION Document #524734 Rev G SPAN TABLES, INVISIMOUNT Template FILE-074910, Ed. 2 List of Volumes Standard Volumes 1. 22 Sq. Ft. Module + Composite Shingle Attachment w/ ASCE 7-10 2. 22 Sq. Ft. Module + Composite Shingle Attachment w/ ASCE 7-16 3. 22 Sq. Ft. Module + Tile Attachment w/ ASCE 7-10 4. 22 Sq. Ft. Module + Tile Attachment w/ ASCE 7-16 High Loading Volumes 5. High Wind Speeds: 22 Sq. Ft. Module + Composite Shingle Attachment w/ ASCE 7-10 6. High Wind Speeds: 22 Sq. Ft. Module + Composite Shingle Attachment w/ ASCE 7-16 7. High Wind Speeds: 22 Sq. Ft. Module + Tile Attachment w/ ASCE 7-16 8. High Wind Speeds: 20 Sq. Ft. Module + Composite Shingle Attachment w/ ASCE 7-10 9. High Wind Speeds: 20 Sq. Ft. Module + Composite Shingle Attachment w/ ASCE 7-16 10. High Wind Speeds: 20 Sq. Ft. Module + Tile Attachment w/ ASCE 7-16 3428 S Ct08/09/23 SUNPOWER CORPORATION Document #524734 Rev G SPAN TABLES, INVISIMOUNT Template FILE-074910, Ed. 2 Document #524734 Rev G, Vol. 2 1 SunPower Proprietary InvisiMount Span Tables Engineering Summary Letter Volume: 2 ASCE 7 Version: 7-16 Module Type: 22 Sq. Ft. Module Roof Attachment: Composite Shingle High Wind: No High Snow: No The Span Tables are divided into two Parts: • Part 1: Simplified Tables (Wind Tunnel Loads) • Part 2: General Tables (ASCE 7 Analytical Method) Part 1 features spans based on forces on the InvisiMount system using exposure coefficients, GCp, provided by a Wind Tunnel Test Report by Cermak, Petrka, & Petersen (CPP). These values provide a more accurate and economical solution but apply to less configurations. It is recommended to use these values whenever possible, and when not, to use the spans provided in Part 2. Approved Attachments: The following span tables are adequate for the following roof attachments: • SunPower InvisiMount L-Foot attachment • Pegasus Composite Shingle Roof Attachment o And roof attachments with capacities equal to or greater than all of the following Load and Resistance Factor Design (LRFD) values: ▪ Tension – 1000lb ▪ Compression – 1000lb ▪ Shear – 390lb Scope: • Module orientations: Portrait & Landscape • Gable and Hip roofs only with modules not in the overhang sections of the roof • Roof heights o 30ft (Part 1 only) o 20-60ft (Part 2 only) • Roof Slope o 4:12 to 8:12 (Part 1 only) o 2:12 to 12:12 (Part 2 only) • Exposures Categories B, C, D • Basic Wind Speeds: o ASCE 7-10: 110-140mph – High Wind: 145-180mph o ASCE 7-16: 90-130mph – High Wind: 135-180mph • Ground Snow Loads: o 0-60psf (10psf increments) o High Snow Volumes: 80-200psf (20psf increments) o High Wind Volumes: 0psf 3428 S Ct08/09/23 SUNPOWER CORPORATION Document #524734 Rev G SPAN TABLES, INVISIMOUNT Template FILE-074910, Ed. 2 Document #524734 Rev G, Vol. 2 2 SunPower Proprietary Module Size and Capacity: • These tables are applicable to modules with the following dimensions: o Maximum length: 6.56 ft. (2.00 m) o Maximum surface area: 22 sq. ft. (2.04 sq. m) o Maximum height: 1.57 in. (40 mm) •These tables do not include a check of the module’s capacity. A module check must be performed by the user in addition to identifying the appropriate span. •In the Part 1 (Wind Tunnel-based) span tables, module pressures are provided adjacent to the corresponding spans. These module pressures are derived from the Wind Tunnel Test Report for each output condition. The user must confirm that the design capacities of the module to be used are greater than both the uplift and downforce pressured identified. •For the Part 2 span tables, pressure on the module must be calculated per the appropriate ASCE code (7-10 or 7-16). •A summary of the equations required to calculate these values is provided in the following section. 3428 S Ct08/09/23 SUNPOWER CORPORATION Document #524734 Rev G SPAN TABLES, INVISIMOUNT Template FILE-074910, Ed. 2 Document #524734 Rev G, Vol. 2 3 SunPower Proprietary Module Pressure Calculation (ASCE 7-16): • The following equations reflect ASCE-prescribed calculations, with values specific to InvisiMount included where possible. •Note that some conservative assumptions have been made and, in some cases, the resulting values may be more conservative than a site-specific iteration of the ASCE-based calculations. • The below equations are applicable only to modules with an area equal to or greater than 19.5 ft^2. •See below glossary for definitions of all referenced variables. •ASCE 7 §2.3 defines load combination equations for LRFD, which generate design load pressures. The controlling equations which define the design load on the module are: o = . + . o = { .+ . + .. + . + . • The process for solving for these equations is as follows: o Identify site-specific inputs: ▪ = [] ▪=[/ / ] ▪=[]ℎ ▪=[] ▪ =[ ] ▪=[1 / 2 / 3 ] o Select the following coefficients from the below Look-up Tables: ▪= [] ▪ =[] ▪ =[ ] ▪,− =[ ] ▪,+=[ ] o Use the following equations to establish wind and snow loads: ▪ The minimum allowable value for & is 16 psf. ▪ Wind, Uplift: = . ( ) ∗ ∗,− ▪ Wind, Downforce: = . ∗( ) ∗ ∗,+ ▪ Snow: = , ∗ ( ) If ≥15°, , =0.84∗ ∗ If <15° <20 , , = If <15° > 20 , , = { 200.84∗ ∗ o Add the resulting load pressures in the load combination equations (dead load is provided): ▪ = . + . ▪ = { . + . + .. + . + . 3428 S Ct08/09/23 SUNPOWER CORPORATION Document #524734 Rev G SPAN TABLES, INVISIMOUNT Template FILE-074910, Ed. 2 Document #524734 Rev G, Vol. 2 4 SunPower Proprietary • Look-up Tables o Exposure-based coefficients: Exposure B 0.9 7 1200 C 0.9 9.5 900 D 0.8 11.5 700 o External pressure coefficients: ▪ These values are based on a minimum module size of 19.5 ft^2. ASCE 7-16 Gable Roof Hip Roof 7 < θ <= 20 20 < θ <= 27 27 < θ <= 45 7 < θ <= 20 20 < θ <= 27 Gcp,- Zone 1 -2.000 -1.500 -1.510 -1.800 -1.226 Zone 2 -2.585 -2.179 -1.777 -2.333 -1.777 Zone 3 -3.078 -2.471 -2.200 -2.333 -1.777 Gcp,+ All Zones 0.467 0.467 0.784 0.584 0.584 ASCE 7-16 Hip Roof θ = 30.26 (7:12) θ = 33.69 (8:12) θ = 36.87 (9:12) θ = 39.81 (10:12) θ = 42.51 (11:12) θ = 45 (12:12) Gcp,- Zone 1 -1.062 -1.126 -1.185 -1.239 -1.290 -1.336 Zone 2 -1.265 -1.419 -1.561 -1.693 -1.814 -1.926 Zone 3 -1.413 -1.541 -1.647 -1.735 -1.808 -1.866 Gcp,+ All Zones 0.551 0.551 0.551 0.551 0.551 0.551 • Glossary of variables: o = o = o ==2.7 o = ( ) o = ( ) o =() o = ℎℎ () o = (,,) o =(ℎ) o = ( ) o = ℎ ( ) o = (1,2, 3) o = ℎℎ ( ) o = o = o = o ,− = , o ,+ =, o = o ,= , 3428 S Ct08/09/23 Document #524734 Rev G, Vol. 2 5 SunPower Proprietary Inputs (ASCE 7-16): The following tables list the allowable spacing of attachment points for the SunPower InvisiMount mounting system. The following building codes and standards were used in the calculations: • International Building Code (IBC 2018) • International Residential Code (IRC 2018) • Minimum Design Loads for Buildings and Other Structures (ASCE 7-16) • Aluminum Design Manual (ADM1), 2015 • National Design Specification (NDS) for Wood Construction, 2018 The International Building Code is either adopted fully or mostly by each state. The accompanying Engineering Certification Letter lists the building code for the state which this project. Loads on the system were calculated in accordance with ASCE 7-16, using the following parameters: • Risk Category II • Dead Load: System weight (including PV modules and rails) = 2.7 psf • Roof Live Load: 0psf – No live load acts on top of the PV modules • Roof Snow Load Data: o Ground snow load, pg, as indicated in the tables (Fig. 7-1) o Thermal factor, Ct = 1.2, ‘unheated and open -air structures’ (Table 7.3-2) o Exposure factor, Ce = 0.9, ‘fully exposed’ (Table 7.3 -1) o Slope factor, Cs, varies with slope and assumes the array is an ‘unobstructed slippery surface’ where snow is free to slide off the array (Figure 7.4-1) • Wind Design Data (Designed per Chapter 30, Components & Cladding): o With modifications to GCp values per SEAOC PV2-2017 o Basic Design Wind speed, V, and exposure category as indicated in the tables (Figure 26.5-1B) o Roof height and slope as indicated in the tables (§26.2) o Topographic factor, Kzt = 1.0 (Table 26.6-1) o Directionality factor, Kd = 0.85 (Table 26.6-1) o Velocity Coefficient, Kh = 2.01(z/zg)^(2/a) (as indicated in Table 26.10-1) o Velocity Pressure Exposure Coefficient, Ke=1 (Table 26.9.1) o Pressure coefficients, GCp, per either wind tunnel testing or Chapter 30 (see notes below tables) • Earthquake Design Data (Designed per Chapter 13: Non-structural Components) o Seismic Design Category E, Soil Site Class D assumed o Mapped MCE Short Period, 0.2sec, Ss = 3.73g, maximum in the United States (Fig. 22-1) o Mapped MCE Short Period, 1sec, S1 = 1.39g (Fig. 22-2) o Importance Factor, Ip = 1.0 (§13.1.3) o Amplification Factor, ap=1.0 (Table 13.6-1) o Response Factor, Rp=1.5 (Table 13.6-1) • Load combinations per IBC §1605, using Load and Resistance Factor Design (LRFD) 3428 S Ct08/09/23 Document #524734 Rev G, Vol. 2 6 SunPower Proprietary Methodology: The maximum allowable spans shown in the tables are based on a combination of dead, wind, seismic, and snow loads calculated from the inputs above and combined using LRFD combinations. The maximum forces are then compared to the minimum capacities determined in the following ways: • Rail bending and shear: ADM1 LRFD checks • Rail to roof attachment: SunPower Test Reports of the rail bolt between the rail and the roof attachment. • Roof attachment: Manufacturer product information • Roof attachment to rafter: Lag screw withdrawal and shear per NDS • The reported maximum spacing is the greatest allowed spacing, rounded down to the nearest rafter spacing increment, for which the demand/capacity ratios are less than or equal to 1.0 , assuming both 16” and 24” rafter spacings. • These tables do not consider the strength of the supporting roof structure. In areas of low snow load, the weight of the array is often considered to offset the design live load of the roof, since personnel and equipment cannot be placed on top of the array. It is recommended to stagger attachment points, as shown in Figure 1, to evenly distribute loads to the rafters. Figure 1 • These tables assume that each module is installed centered over a pair of rails, as shown in Figure 2(a). In cases where one rail is closer to the midpoint of the module, as shown in Figure 2(b), adjustments to the spacing may be required. Figure 2 3428 S Ct08/09/23 Document #524734 Rev G, Vol. G 29 SunPower Proprietary InvisiMount Span Tables Part 2: General Tables (ASCE 7 Analytical Method) How to Use These Tables • Determine the snow load and roof height for the site and select the corresponding table. • Determine the wind speed and roof slope for the site. The value in the table, for this wind speed and roof slope, is the allowable span between attachment points, in inches. • See figure below for locations of zones 1, 2 and 3. Dimension “a” is 10% of the least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of the least horizontal dimension or 3 feet. 3428 S Ct08/09/23 Notes: • Tables are based on strength of the InvisiMount rail and approved roof attachment in the Engineering Summary Letter of this document, in conformance with IBC and referenced standards. • Maximum allowable cantilever is equal to 1/3 of the allowable span. • Wind speeds are ultimate values in mph, as defined in ASCE 7. Wind pressure coefficients are derived from ASCE 7 Chapter 30. • User is responsible for verifying the strength of the roof. • User is responsible for verifying the capacity of the module. Refer to the section of this document titled “Module Pressure Calculation”, or the appropriate ASCE code (7-10 or 7-16), for instructions on calculating the uplift and downforce module pressures. Document #524734 Rev G, Vol. 2 95 SunPower Proprietary Exposure C Ground Snow (psf) 0 Roof Height (ft) 20 INVISIMOUNT ALLOWABLE SPANS - ZONE 1 (IN) Slope → 9.46 ° 14.04 ° 18.43 ° 22.62 ° 26.57 ° 30.26 ° 33.69 ° 36.87 ° 39.81 ° 42.51 ° 45 ° Speed↓ 2:12 3:12 4:12 5:12 6:12 7:12 8:12 9:12 10:12 11:12 12:12 90 96 96 96 96 96 96 96 96 96 96 96 95 96 96 96 96 96 96 96 96 96 96 96 100 96 96 96 96 96 96 96 96 96 96 96 105 80 80 80 96 96 96 96 96 96 96 96 110 80 80 80 96 96 96 96 96 96 96 96 120 72 72 72 80 80 80 80 80 80 80 80 130 72 72 72 80 80 80 80 80 80 80 80 INVISIMOUNT ALLOWABLE SPANS - ZONE 2 (IN) Slope → 9.46 ° 14.04 ° 18.43 ° 22.62 ° 26.57 ° 30.26 ° 33.69 ° 36.87 ° 39.81 ° 42.51 ° 45 ° Speed↓ 2:12 3:12 4:12 5:12 6:12 7:12 8:12 9:12 10:12 11:12 12:12 90 80 80 80 96 96 96 96 96 96 96 96 95 80 80 80 96 96 96 96 96 96 96 96 100 80 80 80 80 80 96 96 96 96 96 96 105 72 72 72 80 80 96 96 96 96 96 96 110 72 72 72 80 80 80 80 80 80 80 80 120 48 48 48 72 72 80 80 80 80 80 72 130 48 48 48 64 64 72 72 72 72 72 64 INVISIMOUNT ALLOWABLE SPANS - ZONE 3 (IN) Slope → 9.46 ° 14.04 ° 18.43 ° 22.62 ° 26.57 ° 30.26 ° 33.69 ° 36.87 ° 39.81 ° 42.51 ° 45 ° Speed↓ 2:12 3:12 4:12 5:12 6:12 7:12 8:12 9:12 10:12 11:12 12:12 90 80 80 80 96 96 96 96 96 96 96 96 95 72 72 72 80 80 96 96 96 96 96 96 100 72 72 72 80 80 80 80 80 80 80 80 105 64 64 64 72 72 80 80 80 80 80 80 110 48 48 48 72 72 80 80 80 80 80 80 120 48 48 48 64 64 72 72 72 72 72 72 130 48 48 48 48 48 64 64 64 48 48 48 3428 S Ct08/09/23 NO NO 3THWN-2 EGC: THWN-2 1 NO #8 #10 EMT 3/4"C C (N) LOAD CENTER MIN., 120/240 V, M.L.O, NEMA-3R LOCATION: GND YES 7 20A, 2P 20A, 2P 20A, 2P EXTERIOR WALL 100A 15A, 2P ETHERNET CONNECTION TO DSL/CABLE MODEM CAT5e PVS6 (3) #14 THWN (1) #14 THWN EGC NONO EGC: Bare CU #6 BRANCH CIRCUIT FROM PV ARRAY TO JUNCTION BOX #12 2 A -- 1 B JUNCTION BOX, NEMA-3R THWN-2 EGC: THWN-2 1 6 B 3 #10 #10 EMT 3/4" #10 #10 #10 CONDUCTOR / CONDUIT SCHEDULE DESCRIPTION & CONDUCTOR TYPE CONDUCTOR SIZE (AWG)CONDUIT/CABLE TYPE CONDUIT SIZENUMBER OF CONDUCTORS 1 ROOFTOP ARRAY WIRING A DC AC Branch Circuit #1AC DC AC DC AC Branch Circuit #2 Branch Circuit #3 8 AC MODULES 3 AC MODULES 8 AC MODULES TAG H (E) UTILITY BIDIRECTIONAL METER #: 222013-845891 EXISTING GROUND NO MLO GROUNDED (INCLUDE GEC) UNGROUNDED9 INSTALLATION NOTES 1 CHECK BOX FOR WHETHER SYSTEM IS GROUNDED OR UNGROUNDED: FOR UNGROUNDED SYSTEMS: x DC OCPD DISCONNECT BOTH CONDUCTORS OF EACH SOURCE CIRCUIT. x UNGROUNDED CONDUCTORS MUST BE IDENTIFIED PER 210.5(C). WHITE FINISHED CONDUCTORS ARE NOT PERMITTED. 2 3 4 5 6 7 8 9 10 DC / DC CONVERTERS NO SOURCE CIRCUIT JUNCTION BOX SUNVAULT ESS SUNVAULT BATTERY INVERTER SOLAR LOAD CENTER PV PRODUCTION METER SEPARATE AC DISCONNECT HEAT DETECTOR YES NO 11 13 BACK UP LOAD CENTER NON-BACK UP LOAD CENTER EV SUPPLY EQUIPMENT NO TAG DESCRIPTION 12 REMOTE POWER OFF SWITCH 14 HUB+ NOTE: x DERATE MAIN CIRCUIT BREAKER TO (N)200A. x SEE PVE-2 FOR LOAD CALCULATIONS. INCOMING SOURCE FEED , 120/240 V, 1 PH, 3 W *MSP MAX PV BREAKER (A): x 120% - = LOCATION: MANUF: GND TOP FED MCB PV BREAKER: TO BE INSTALLED ON THE OPPOSITE SIDE OF THE MAIN OCPD OF THE BUSBAR (E) LOADS (E) LOADS GND (N) 200A, 2P 40A 200A 40A, 2P EXTERIOR WALL CUTLER-HAMMER 200A 200A (E) MAIN SERVICE PANEL NO NO NO MANUF: WALLBOX MODEL: PULSAR PLUS PN: PUP1-U-1-5-0-002-X (3) #8 THWN-2 (1) #10 EGC THWN-2 (N) ELECTRIC VEHICLE SUPPLY EQUIPMENT NEMA Type-4 LOCATION: INSIDE GARAGE 4 (N) OUTLET NEMA 14-50 240 VOLTS 50A, 2P x CONSUMPTION CT: CATEGORY 1 - SIMPLE - SINGLE PAIR OF CTs. NOTE: x QUAD/TWIN BREAKERS REQUIRED SUNPOWER AC MODULES INTERGRATED WITH MICROINVERTER 1 ACMSOLAR AC MODULE / BRANCH 1. DC CIRCUIT IS ISOLATED AND INSULATED FROM GROUND AND MEETS THE REQUIREMENT OF NEC 690.41. 2. SUNPOWER PROVIDED CABLES COMES WITH TWO (2) #12 AWG WIRE AND THIS IS BY DESIGN. NEUTRAL AND ADDITIONAL GROUND WIRE IS NOT REQUIRED FOR PROVIDED TRUNK AND EXTENSION CABLES. 3. SUNPOWER AC MODULES HAVE BEEN TESTED AND CERTIFIED TO UL 2703 FOR INTEGRATED GROUNDING AND HENCE A SEPARATE GROUND WIRE IS NOT REQUIRED WITHIN THE ARRAY. 4. USE ROW-TO-ROW GROUNDING CLIP PROVIDED TO GROUND ROWS OF MODULE. BOND SUB-ARRAYS BY RUNNING #6 AWG BARE CU WIRE AND GROUND LUGS AT A SINGLE POINT ON EACH SUB-ARRAY AND THEN TO THE JUNCTION BOX. REFER TO PVE-4 FOR ADDITIONAL DETAILS. 1. PROPER LISTING EXPECTED FOR CONDITIONS OF USE ON ALL LUGS, FITTINGS, CRIMPS, ETC. 2. ALL CONDUIT BEND RADII TO CONFORM TO THE NEC MINIMUM BEND RADII REQUIREMENTS. 3. MINIMUM CLEARANCE SHALL BE MAINTAINED PER NEC FOR ALL NEW EQUIPMENT TO BE INSTALLED. 4. EXISTING GROUNDING ELECTRODE SYSTEM MUST MEET NEC AND LOCAL UTILITY REQUIREMENTS. 5. COPPER CONDUCTORS SHALL BE USED UNLESS SPECIFIED. 6. TYPE NM (ROMEX) CONDUCTORS ARE ALLOWED FOR INTERNAL AND ATTIC RUNS AND SHALL BE INSTALLED MEETING NEC REQUIREMENTS. 7. IF MAIN SERVICE PANEL IS TO BE UPGRADED, IT WILL BE PERMITTED AND INSTALLED BY 3RD PARTY. 8. AC WIRING SHALL UPSIZE IF VOLTAGE DROP EXCEEDS 2%. 9. RUN CONDUCTORS IN EXISTING CONDUIT WHEN AVAILABLE PROVIDED IT HAS NO OTHER CONDUCTORS RUNNING THROUGH IT. 10. EQUIVALENT SPECIFICATION ON CABLES AND ELECTRICAL EQUIPMENT SPECIFIED ARE ACCEPTABLE. 11. AS DC POWER IS INTERNAL TO THE MODULE, GROUNDING ELECTRODE CONDUCTOR (GEC) FOR THE MODULE OR ARRAY IS NOT REQUIRED. AC MODULES NOTESELECTRICAL NOTES PV CERTIFICATIONS AND COMPLIANCE x UL 1741 / IEEE-1547 x UL 1741 AC MODULE (TYPE 2 FIRE RATED) x UL 62109-1 / IEC 62109-2 x UL LISTED PV RAPID SHUTDOWN EQUIPMENT ENABLES INSTALLATION IN ACCORDANCE WITH: x NEC 690.6 (AC MODULE) x NEC 690.12 RAPID SHUTDOWN (INSIDE AND OUTSIDE THE ARRAY) x NEC 690.15 AC CONNECTORS, 690.33(A)(D)(1) SUNPOWER PROVIDED AC MODULES EXTENSION CABLE, LISTED AS AN ASSEMBLY MODEL: SPR-M-425-H-AC (240) | QTY: 19 MODEL: SPR-M-425-H-AC (240) [SI] | QTY: 19 PROJECT INSTALLER 1 4 1 4 H A R B O U R W A Y S O U T H R I C H M O N D , C A 9 4 8 0 4 ( 5 1 0 ) 5 4 0 - 0 5 5 0 C O R P O R A T I O N , S Y S T E M S R E V I S I O N S SO L A R I N D I V I D U A L P E R M I T P A C K A G E GR I D - T I E D P H O T O V O L T A I C S Y S T E M REV DESCRIPTION DATE DB DRAWN BY: DATE DRAWN SCALE AN T H O N Y T O M I C H 34 2 8 S O U T H S A D D L E B A C K C O U R T SA N T A A N A , C A L I F O R N I A 9 2 7 0 4 RP-413171 8. 0 8 k W SPRI - ANAHEIM 03-21-2023 C. Holgado CHARLENE HOLGADO SHEET NTS EL E C T R I C A L S I N G L E - L I N E D I A G R A M & S P E C I F I C A T I O N S PVE-1 3428 S Saddleback Ct08/09/23 ELECTRICAL CALCULATIONS BRANCH 2 BRANCH 3BRANCH 1 NUMBER OF MODULES VOLTAGE RATED AC OUTPUT CURRENT: IOUT = MINIMUM WIRE AMPACITY: IMAX = IOUT x 1.25 CONDUCTOR DE-RATING MAXIMUM AMBIENT TEMPERATURE TEMPERATURE USED FOR AMPACITY DE-RATING TEMPERATURE DE-RATING COEFFICIENT FILL DE-RATING COEFFICIENT IWIREMIN = IOUT / TEMP_COEFF / FILL_COEFF WIRE SIZE AMPACITY CONDUCTOR SIZE CONDUCTOR SIZE ADJUSTED FOR VOLTAGE DROP OVERCURRENT PROTECTION MINIMUM OCPD = IOUT x 1.25 CALCULATED VOLTAGE DROP ONE WAY CIRCUIT LENGTH SUBPANEL1 TO GRID-TIE WIRING VOLTAGE SUM OF BRANCHES: IOUT_TOTAL = MINIMUM WIRE AMPACITY: IMAX = IOUT x 1.25 CONDUCTOR DE-RATING MAXIMUM AMBIENT TEMPERATURE TEMPERATURE USED FOR AMPACITY DE-RATING TEMPERATURE DE-RATING COEFFICIENT FILL DE-RATING COEFFICIENT IWIREMIN = IOUT / TEMP_COEFF / FILL_COEFF WIRE SIZE AMPACITY CONDUCTOR SIZE CONDUCTOR SIZE ADJUSTED FOR VOLTAGE DROP OVERCURRENT PROTECTION MINIMUM OCPD = IOUT x 1.25 VOLTAGE DROP ONE WAY CIRCUIT LENGTH ROOF JCT BOX TO SUBPANEL WIRING #10 8 240 V 12.8 A 16.00 A 34 °C 34 °C 0.96 0.8 16.67 A 40 A #10 #10 0.99% 20A, 2P 16.00 A #10 8 240 V 12.8 A 16.00 A 34 °C 34 °C 0.96 0.8 16.67 A 40 A #10 #10 0.99% 20A, 2P 16.00 A #10 3 240 V 4.8 A 6.00 A 34 °C 34 °C 0.96 0.8 6.25 A 40 A #10 #10 0.37% 20A, 2P 6.00 A 75 FT.75 FT.75 FT. 38.00 A 40A, 2P 0.10% #8 #8 55 A 31.67 A 1.00 0.96 34 °C 34 °C #8 5 FT. 38.00 A 30.4 A 240 V NOTE: DISTANCE ABOVE ROOF TO BOTTOM OF CONDUIT: >23mm (7/8") PROJECT INSTALLER 1 4 1 4 H A R B O U R W A Y S O U T H R I C H M O N D , C A 9 4 8 0 4 ( 5 1 0 ) 5 4 0 - 0 5 5 0 C O R P O R A T I O N , S Y S T E M S R E V I S I O N S SO L A R I N D I V I D U A L P E R M I T P A C K A G E GR I D - T I E D P H O T O V O L T A I C S Y S T E M REV DESCRIPTION DATE DB DRAWN BY: DATE DRAWN SCALE AN T H O N Y T O M I C H 34 2 8 S O U T H S A D D L E B A C K C O U R T SA N T A A N A , C A L I F O R N I A 9 2 7 0 4 RP-413171 8. 0 8 k W SPRI - ANAHEIM 03-21-2023 C. Holgado CHARLENE HOLGADO SHEET EL E C T R I C A L C A L C U L A T I O N NTS PVE-2 3428 S Saddleback Ct08/09/23 x RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN AND REDUCE SHOCK HAZARD IN THE ARRAY SOLAR ELECTRIC PV PANELS SIGNAGE LOCATIONS: x SHALL BE LOCATED ON OR NO MORE THAN 1 M (3 FT) FROM THE SERVICE DISCONNECTING MEANS TO WHICH THE PV SYSTEMS ARE CONNECTED. AMPS VOLTS PHOTOVOLTAIC POINT OF INTERCONNECTION WARNING: DUAL POWER SOURCE. SECOND SOURCE IS PHOTOVOLTAIC SYSTEM SIGNAGE LOCATIONS: x MAIN SERVICE PANEL x INDOOR / OUTDOOR SUBPANEL MAXIMUM RATED AC OUTPUT CURRENT: MAXIMUM OPERATING AC VOLTAGE: 30.4 A 240 V 1. MATERIAL USED FOR THE SIGNAGE SHALL BE REFLECTIVE, WEATHER RESISTANT AND SUITABLE FOR THE ENVIRONMENT. 2. ALL SIGNAGE SHALL HAVE ALL CAPITAL LETTERS WITH MINIMUM 3 8" LETTER HEIGHT, WHITE ON RED BACKGROUND. 3. MAIN SERVICE DISCONNECT MARKING SHALL BE PLACED ADJACENT TO MAIN SERVICE DISCONNECT IN A LOCATION CLEARLY VISIBLE FROM THE LOCATION WHERE THE LEVER IS OPERATED. 4. MARKING IS REQUIRED ON ALL INTERIOR AND EXTERIOR DC CONDUIT, RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES, AND JUNCTION BOXES TO ALERT THE FIRE SERVICE TO AVOID CUTTING THEM. MARKINGS SHALL BE PLACED EVERY 10', AT TURNS AND ABOVE AND/OR BELOW PENETRATIONS, AND AT ALL DC COMBINER AND JUNCTION BOXES. 5. DO NOT USE SCREWS FOR SIGNAGE ATTACHMENT. USE ONLY APPROVED ADHESIVE. SIGNAGE NOTES ELECTRICAL DATA & SPECIFICATIONS PV SOLAR BREAKER DO NOT RELOCATE THIS OVERCURRENT DEVICE NEC 705.12(B)(3)(2) SIGNAGE LOCATIONS: x MAIN SERVICE PANEL x NEW INDOOR / OUTDOOR LOAD CENTER x INDOOR / OUTDOOR SUBPANEL MAIN SERVICE BREAKER HAS BEEN DOWNSIZED TO (N)200A. NO UPSIZING IS PERMITTED SIGNAGE LOCATIONS: x MAIN SERVICE PANEL PROJECT INSTALLER 1 4 1 4 H A R B O U R W A Y S O U T H R I C H M O N D , C A 9 4 8 0 4 ( 5 1 0 ) 5 4 0 - 0 5 5 0 C O R P O R A T I O N , S Y S T E M S R E V I S I O N S SO L A R I N D I V I D U A L P E R M I T P A C K A G E GR I D - T I E D P H O T O V O L T A I C S Y S T E M REV DESCRIPTION DATE DB DRAWN BY: DATE DRAWN SCALE AN T H O N Y T O M I C H 34 2 8 S O U T H S A D D L E B A C K C O U R T SA N T A A N A , C A L I F O R N I A 9 2 7 0 4 RP-413171 8. 0 8 k W SPRI - ANAHEIM 03-21-2023 C. Holgado CHARLENE HOLGADO SHEET EL E C T R I C A L D A T A & S P E C I F I C A T I O N S NTS PVE-3 3428 S Saddleback Ct08/09/23 PROJECT INSTALLER 1 4 1 4 H A R B O U R W A Y S O U T H R I C H M O N D , C A 9 4 8 0 4 ( 5 1 0 ) 5 4 0 - 0 5 5 0 C O R P O R A T I O N , S Y S T E M S R E V I S I O N S SO L A R I N D I V I D U A L P E R M I T P A C K A G E GR I D - T I E D P H O T O V O L T A I C S Y S T E M REV DESCRIPTION DATE DB DRAWN BY: DATE DRAWN SCALE AN T H O N Y T O M I C H 34 2 8 S O U T H S A D D L E B A C K C O U R T SA N T A A N A , C A L I F O R N I A 9 2 7 0 4 RP-413171 8. 0 8 k W SPRI - ANAHEIM 03-21-2023 C. Holgado CHARLENE HOLGADO N-LCM EVSE FIGURE 1: SUNPOWER EQUINOX GROUNDING DETAILS SHEET NTS POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECT(S) LOCATED AS SHOWN: CAUTION: PHOTOVOLTAIC ARRAY ON ROOF MAIN SERVICE PANEL SOLAR LOAD CENTER FIGURE 2: PLACARD IDENTIFYING LOCATION OF DISCONNECTS AND POWER SOURCES PL A C A R D / S U N P O W E R E Q U I N O X GR O U N D I N G D E T A I L S 3428 SOUTH SADDLEBACK COURT UTILITY METER PVE-4 3428 S Saddleback Ct08/09/23 RO O F 1 N-LCM EVSE PROJECT INSTALLER 1 4 1 4 H A R B O U R W A Y S O U T H R I C H M O N D , C A 9 4 8 0 4 ( 5 1 0 ) 5 4 0 - 0 5 5 0 C O R P O R A T I O N , S Y S T E M S R E V I S I O N S SO L A R I N D I V I D U A L P E R M I T P A C K A G E GR I D - T I E D P H O T O V O L T A I C S Y S T E M REV DESCRIPTION DATE DB DRAWN BY: DATE DRAWN SCALE AN T H O N Y T O M I C H 34 2 8 S O U T H S A D D L E B A C K C O U R T SA N T A A N A , C A L I F O R N I A 9 2 7 0 4 RP-413171 8. 0 8 k W SPRI - ANAHEIM 03-21-2023 C. Holgado CHARLENE HOLGADO 1ROOF AZIMUTH PITCH MODULE QTY. 6:12 269° 19 SHEET BR A N C H D I A G R A M NTS N PVE-5 PRINT NAME OF CREW LEAD ON SITE: _________________________________ CREW LEAD SIGNATURE: _________________________________ BRANCH VOLTAGES: 1. 2. 3. 4. 5. 6. 3428 S Saddleback Ct08/09/23 SO U T H S A D D L E B A C K C O U R T RO O F 1 ROOF ACCESS POINT (E) GARAGE (E) FENCE/GATE N-LC 36" 18" READILY ACCESSIBLE PV DISCONNECT MEANS M 36" 36 " 36 " 36 " 18" 18 " 18" ROOF ACCESS POINT ROOF ACCESS POINT EVSE 69'-6" 47 ' -9 " A B PROJECT INSTALLER 1 4 1 4 H A R B O U R W A Y S O U T H R I C H M O N D , C A 9 4 8 0 4 ( 5 1 0 ) 5 4 0 - 0 5 5 0 C O R P O R A T I O N , S Y S T E M S R E V I S I O N S SO L A R I N D I V I D U A L P E R M I T P A C K A G E GR I D - T I E D P H O T O V O L T A I C S Y S T E M REV DESCRIPTION DATE DB DRAWN BY: DATE DRAWN SCALE AN T H O N Y T O M I C H 34 2 8 S O U T H S A D D L E B A C K C O U R T SA N T A A N A , C A L I F O R N I A 9 2 7 0 4 RP-413171 8. 0 8 k W SPRI - ANAHEIM 03-21-2023 C. Holgado CHARLENE HOLGADO SHEET AR R A Y L A Y O U T 3/32" = 1'-0" L E G E N D JUNCTION BOX PROPERTY LINE CONDUIT FIRE ACCESS PATHWAY L E G E N D JUNCTION BOX PROPERTY LINE CONDUIT N-LC NEW LOAD CENTER FIRE ACCESS PATHWAY NOTE: 1. FIELD ADJUSTMENTS OF FEWER THAN 6 MAY BE ALLOWED BASED ON SITE CONDITIONS AND MEASUREMENTS. N 1ROOF AZIMUTH PITCH MODULE QTY. 6:12 269° 19 PVA-1 MODULE: MICROINVERTER: QTY: QTY: ROOF TYPE:NO. OF STORIES: TOTAL ATTACHMENT COUNT: TOTAL ROOF AREA: TOTAL % OF ROOF COVERED BY SOLAR: TOTAL ARRAY AREA: COMP SHINGLE 3 - STORY 48 3344 sq.ft. 12% 402 sq.ft. SPR-M-425-H-AC (240) SPR-M-425-H-AC (240) [SI] 19 19 M UTILITY METER AND MAIN SERVICE PANEL EVSE NEW ELECTRIC VEHICLE SUPPLY EQUIPMENT SEALED FOR ATTACHMENTS AND EXISTING FRAMING ONLY exp: 06/23 Steven Procter Digitally signed by Steven Procter Date: 2023.06.22 09:49:44 -05'00' 3428 S Saddleback Ct08/09/23 TABLE 2: PENETRATION GUIDE FOR INSTALL STACKED STAGGERED FULLY STAGGERED STACKED/STAGGEREDFULLY STAGGERED *CHECK TABLE 1 FOR MAX. PENETRATION SPACING AND PENETRATION PATTERN FOR EACH ARRAY. TWO OR MORE ROWS OF MODULES ONE ROW OF MODULES MID CLAMP FLASHLOC BASE INVISIMOUNT RAIL 0.75" MIN. (E) RAFTER 5/16" S.S. LAG BOLT WITH 5/16" WASHER @ CENTER TYP. PRE-DRILL REQUIRED. 2- 1 / 2 " M I N . PV MODULE COMPOSITION SHINGLES INVISIMOUNT ROOF ATTACHMENT DETAILS HARDWARE: FLASHLOC COMP PV MODULE TABLE 1 ARRAYS INFORMATION ROOF PITCH ROOFING TYPE ATTACHMENT TYPE NO. OF STORIES FRAMING TYPE (in.) MAX. RAFTER SPAN (ft.) PENETRATION PATTERN (in.) MAX. ATTACHMENT SPACING (in.) MAX. RAIL OVERHANG (in.) ROOF 1A 27°Comp Shingle Unirac FlashLoc 3 2x4 Truss @ 24" OC 7'Stacked 48"16" ROOF 1B 27°Comp Shingle Unirac FlashLoc 3 2x4 Truss @ 24" OC 7'Stacked 48"16" -------------------- -------------------- -------------------- -------------------- INVISIMOUNT RAIL PV MODULE 5"MA X 2"MI N EXTERNAL LOAD BEARING WALL INVISIMOUNT RAIL PV MODULE 5"MA X 2"MI N EXTERNAL LOAD BEARING WALL V A U L T E D A T T I C STRUCTURAL FRAMING SIDE DETAIL STRUCTURAL FRAMING SIDE DETAIL Roof 1A Roof 1B x RAILS SHALL BE POSITIONED IN THE NON-CROSS HATCHED REGIONS 66 CELL MODULE 2" 11.8" 2"11.8" 11 " 17 " 2" 26 " MI C R O I N V E R T E R E X C L U S I O N Z O N E FIGURE 3: MOUNTING CLAMP POSITIONING DETAILS PROJECT INSTALLER 1 4 1 4 H A R B O U R W A Y S O U T H R I C H M O N D , C A 9 4 8 0 4 ( 5 1 0 ) 5 4 0 - 0 5 5 0 C O R P O R A T I O N , S Y S T E M S R E V I S I O N S SO L A R I N D I V I D U A L P E R M I T P A C K A G E GR I D - T I E D P H O T O V O L T A I C S Y S T E M REV DESCRIPTION DATE DB DRAWN BY: DATE DRAWN SCALE AN T H O N Y T O M I C H 34 2 8 S O U T H S A D D L E B A C K C O U R T SA N T A A N A , C A L I F O R N I A 9 2 7 0 4 RP-413171 8. 0 8 k W SPRI - ANAHEIM 03-21-2023 C. Holgado CHARLENE HOLGADO SHEET ST R U C T U R A L I N F O R M A T I O N AN D M O U N T I N G D E T A I L S NTS PVS-1 SEALED FOR ATTACHMENTS AND EXISTING FRAMING ONLY exp: 06/23 Steven Procter Digitally signed by Steven Procter Date: 2023.06.22 09:50:00 -05'00' 3428 S Saddleback Ct08/09/23