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Home My WebLink About1931 W Deerefield Rd - 20180344 - PlanCODE 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 01 AHJ REDLINES 06/15/23 JS 02 AHJ REDLINES 07/19/23 JS 03 AHJ REDLINES 08/01/23 JS TH O M A S N G U Y E N 19 3 1 W E S T D E E R E F I E L D R O A D SA N T A A N A , C A L I F O R N I A 9 2 7 0 4 RP-365293 13 . 6 0 k W SPRI - ANAHEIM 12-01-2022 J. Serrano JOSHUA SERRANO (N) GRID TIED PHOTOVOLTAIC SYSTEM SOLAR INDIVIDUAL PERMIT PACKAGE THOMAS NGUYEN 1931 WEST DEEREFIELD ROAD 7142617992 SANTA ANA, CALIFORNIA 92704 13.60 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) 13.600 kW PHOTOVOLTAIC SYSTEM - (32) SunPower SPR-M-425-H-AC PV MODULES - POINT OF INTERCONNECTION AT MAIN SERVICE PANEL WITH CIRCUIT BREAKER - MAIN BREAKER DOWNSIZE: (N) 200A MAIN BREAKER - LOAD RELOCATION REQUIRED 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 PVE-6 BREAKER SCHEDULE3The 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# 101115893 Elec# 20180344 MS Issued 08/07/23 1931 W Deerefield Rd - 2018034408/07/23 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: 6/16/2023 Attn.: To Whom It May Concern re: Job THOMAS NGUYEN: 1931 WEST DEEREFIELD ROAD, SANTA ANA, CALIFORNIA 92704 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: 2023.06.16 09:42:49 -05'00' 1931 W Deerefield Rd - 2018034408/07/23 Date :12/1/2022 Job Code: THOMAS NGUYEN 2 of 7 Structrure Geometry: Mean Roof Height, hn =33 ft Eave Height, he =28 ft Buiding Length, L =78 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) = 634 634 456 456 1.0 1.0 1.15 1.15 1.5 1.5 1.0 1.0 1.0 1.0 1.0 1.0 1.00 1.00 1.0 1.0 1.6 1.6 1.15 1.15 4.00 4.00 3.07 3.07 7 7 3.50 3.50 3.06 3.06 1.50 1.50 2x4 Truss 2x4 Truss 24 24 230400000 230400000 266 266 129600 129600 25920 25920 5/8 OSB Sheathing 5/8 OSB Sheathing Doug Fir-Larch #2 Doug Fir-Larch #2 Flat Tile Flat Tile 27 27 Roof 1 Roof 2 51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 1931 W Deerefield Rd - 2018034408/07/23 Date :12/1/2022 Job Code: THOMAS NGUYEN 3 of 7 Dead Load: 9.0 2.0 0.6 1.0 Total Roof 1 DL 12.6 psf 9.0 2.0 0.6 1.0 Total Roof 2 DL 12.6 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 13 13 7 7 26 26 7 7 0.0028 0.0028 27 27 109 109 18 18 0.0005 0.0005 0.0024 0.0024 4 4 22 22 92 92 PV DL Roof 1 Roof 2 2x4 Truss @ 24" OC Misc (Insulation etc) Flat Tile 5/8 OSB Sheathing 2x4 Truss @ 24" OC Misc (Insulation etc) Flat Tile 5/8 OSB Sheathing 51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 1931 W Deerefield Rd - 2018034408/07/23 Date :12/1/2022 Job Code: THOMAS NGUYEN 4 of 7 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 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 = -479 -479 197 197 55 55 -326 -326 -91 -91 -133 -133 -120 -120 49 49 16 16 -82 -82 -27 -27 -39 -39 131 131 0.0034 0.0034 -0.0056 -0.0056 32 32 -53 -53 -217 -217 -40.74 -40.74 16.00 16.00 -26.57 -26.57 -38.97 -38.97 -2.30 -2.30 0.60 0.60 -1.50 -1.50 -2.20 -2.20 Roof 1 Roof 2 1.5 1.5 51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 1931 W Deerefield Rd - 2018034408/07/23 Date :12/1/2022 Job Code: THOMAS NGUYEN 5 of 7 Module Check: Roof 1 Down = 16 psf <125 psf OK Roof 1 Up z1 = 16 psf <75 psf OK Roof 1 Up z2 = 23 psf <75 psf OK Roof 2 Down = 16 psf <125 psf OK Roof 2 Up z1 = 16 psf <75 psf OK Roof 2 Up z2 = 23 psf <75 psf OK Rail Check (LRFD): Roof 1 1.4D : 10 lb-ft <548 lb-ft OK Roof 1 1.2D + 1.6S + 0.5W : 36 lb-ft <548 lb-ft OK Roof 1 1.2D + 0.5S + 1.0W : 63 lb-ft <548 lb-ft OK Roof 1 0.9D + 1.0W (Up z1) : 84 lb-ft <548 lb-ft OK Roof 1 0.9D + 1.0W (Up z2) : 126 lb-ft <548 lb-ft OK Roof 2 1.4D : 10 lb-ft <548 lb-ft OK Roof 2 1.2D + 1.6S + 0.5W : 36 lb-ft <548 lb-ft OK Roof 2 1.2D + 0.5S + 1.0W : 63 lb-ft <548 lb-ft OK Roof 2 0.9D + 1.0W (Up z1) : 84 lb-ft <548 lb-ft OK Roof 2 0.9D + 1.0W (Up z2) : 126 lb-ft <548 lb-ft OK Attachment Check (ASD): Roof 1 1.0D + 0.6W : 144 lbs <1000 lbs OK Roof 1 1.0D + 0.75*[1.0S + 0.6W] : 115 lbs <1000 lbs OK Roof 1 1.0D + 1.0S : 26 lbs <1000 lbs OK Roof 1 0.6D + 0.6W (Up z1) : 180 lbs <675 lbs OK Roof 1 0.6D + 0.6W (Up z2) : 271 lbs <675 lbs OK Roof 2 1.0D + 0.6W : 144 lbs <1000 lbs OK Roof 2 1.0D + 0.75*[1.0S + 0.6W] : 115 lbs <1000 lbs OK Roof 2 1.0D + 1.0S : 26 lbs <1000 lbs OK Roof 2 0.6D + 0.6W (Up z1) : 180 lbs <675 lbs OK Roof 2 0.6D + 0.6W (Up z2) : 271 lbs <675 lbs OK Lag Screw Uplift Check (ASD): 51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 1931 W Deerefield Rd - 2018034408/07/23 Date :12/1/2022 Job Code: THOMAS NGUYEN 6 of 7 Roof 1 Lag Screw Withdrawl Value = 266 lbs 5/16 Dia. Roof 1 Lag Screw Penetration = 2.5 Roof 1 0.6D + 0.6W (Up z1) : 180 lbs <665 lbs OK Roof 1 0.6D + 0.6W (Up z2) : 271 lbs <665 lbs OK Roof 2 Lag Screw Withdrawl Value = 266 5/16 Dia. Roof 2 Lag Screw Penetration = 2.5 Roof 2 0.6D + 0.6W (Up z1) : 180 lbs <665 lbs OK Roof 2 0.6D + 0.6W (Up z2) : 271 lbs <665 lbs OK Framing Check (ASD): Roof 1 uni 1.0D + 0.6W : 188 lb-ft <634 lb-ft OK Roof 1 uni 1.0D + 0.75*[1.0S + 0.6W] : 168 lb-ft <634 lb-ft OK Roof 1 uni 1.0D + 1.0S : 109 lb-ft <456 lb-ft OK Roof 1 uni 0.6D + 0.6W (Up z1) : 65 lb-ft <634 lb-ft OK Roof 2 uni 1.0D + 0.6W : 188 lb-ft <634 lb-ft OK Roof 2 uni 1.0D + 0.75*[1.0S + 0.6W] : 168 lb-ft <634 lb-ft OK Roof 2 uni 1.0D + 1.0S : 109 lb-ft <456 lb-ft OK Roof 2 uni 0.6D + 0.6W (Up z1) : 65 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 7056 ft^2 119952 lbs 13 psf 3744 ft^2 47180 lbs 46 lbs 32 Total Roof Area = Total Roof W =Existing Weight PV Panel W = Number of Panels = 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 1931 W Deerefield Rd - 2018034408/07/23 Date :12/1/2022 Job Code: THOMAS NGUYEN 7 of 7 1456 lbs %increase = (Wexisting + Wadditional) / Wexisting = OK Limits of Scope of Work and Liability 0.87% 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. Total PV W = Additional Weight 51 Rio Roble, San Jose, CA 95134 | 1-408-240-5500 1931 W Deerefield Rd - 2018034408/07/23 _________________________ 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: C98D4CCC-17F7-4B7D-9062-8B81B4ED122B Santa Ana City 714 261-7992 06/16/2023 Thomas Nguyen 1931 West Deerefield Road, Santa Ana, CA 92704 1931 W Deerefield Rd - 2018034408/07/23 Certificate Of Completion Envelope Id: C98D4CCC17F74B7D90628B81B4ED122B Status: Completed Subject: Complete with DocuSign: Letter Template (2).pdf Source Envelope: Document Pages: 1 Signatures: 1 Envelope Originator: Certificate Pages: 4 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: 161.69.53.45 Record Tracking Status: Original 6/16/2023 8:44:42 AM Holder: Pau Ramirez-Pages Pau.Ramirez-Pages@sunpowercorp.com Location: DocuSign Signer Events Signature Timestamp Thomas Nguyen thomas@cabevelgear.com Security Level: Email, Account Authentication (None) Signature Adoption: Pre-selected Style Using IP Address: 107.77.228.13 Sent: 6/16/2023 8:47:16 AM Viewed: 6/16/2023 9:57:33 AM Signed: 6/16/2023 9:58:30 AM Electronic Record and Signature Disclosure: Accepted: 6/16/2023 9:57:33 AM ID: 3d865ea6-439f-4422-b266-13e4209c1ef4 In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Hashed/Encrypted 6/16/2023 8:47:16 AM Certified Delivered Security Checked 6/16/2023 9:57:33 AM Signing Complete Security Checked 6/16/2023 9:58:30 AM Completed Security Checked 6/16/2023 9:58:30 AM Payment Events Status Timestamps Electronic Record and Signature Disclosure 1931 W Deerefield Rd - 2018034408/07/23 Rev: 7/15/2021 RESIDENTIAL PHOTOVOLTAIC CHECKLIST SOL-01 CBC 2019 Solar Photovoltaic (PV) Checklist for Detached SINGLE FAMILY RESIDENCES Only Instructions: The licensed contractor of record shall complete all sections, answer the ten questions and sign the certification section below. A copy of this form shall be attached to each of TWO sets of plans, of minimum 11” x 17” size. If answering NO to any of the questions, plan check shall be required. Project Address: Contractor Company Name: Contractor License Number: YES NO Are the following applicable to the proposed project? 1. Will the PV system layout provide the required three-foot wide clear access pathways per Section 605.11 of the California Fire Code, and is this shown on the roof plan? 2. Will the PV system be installed on a roof having only one roofing layer with no overlays? 3. Will the PV array be flush mounted to the existing roof so that the plane of the modules (panels) are parallel to the plane of the roof? 4. Will the PV system weigh maximum 4 pounds per square feet or less? 5. Will the PV system be installed where the modules do not overhang any roof edges (such as eaves, gabled ends, ridges and hips)? 6. Will the PV system be installed with a space of 2” minimum to 10” maximum between the underside of modules and the surface of the roof? 7. Will the PV system be installed without using any ballast system or counter-weight system? 8. Will the anchors be installed with a maximum horizontal anchor spacing of 6 feet and is this maximum horizontal spacing shown on the plans? 9. Will the minimum 5/16” lag screws be installed with a minimum of 2-1/2 inch embedment into roof rafters (with pre-drilled holes) and is this minimum embedment shown on the plans? 10. Are ALL the structural pages of the plans stamped and signed by a California licensed professional engineer? (including project specific site plan, PV layout, anchorage spacing, anchorage details and manufacturer’s PV support information.) I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name: Signature: Phone Number: Date: Email Address: Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org Digitally signed by Camille Adecer Date: 2022.12.14 19:45:31 -08'00' 4 4 4 4 4 4 4 4 4 4 1931 W Deerefield Rd - 2018034408/07/23 420-440W Residential AC Module SunPower® Maxeon® Technology Built speciﬁcally for use with the SunPower Equinox® system, the only fully integrated solar solution designed, engineered, and warranted by one company. Highest Power AC Density Available. The patented, solid-copper foundation Maxeon Gen 6 cell is over 5% larger than prior generations, delivering the highest e fficiency AC solar panel available. 1 Highest Lifetime Energy and Savings Designed to deliver 60% more energy over 25 years in real-world conditions like partial shade and high temperatures.2 Best Reliability, Best Warranty With more than 42.6 million and 15 GW modules deployed around the world, SunPower technology is proven to last. That’s why we stand behind our module and microinverter with the industry’s best 25-year Combined Power and Product Warranty. Datasheet 5 0 10 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 •Compatible with mySunPowerTM monitoring •Seamless aesthetics Factory-integrated Microinverter •Highest-power integrated AC module in solar •Engineered and calibrated by SunPower for SunPower AC modules 6. 3 7 i n [1 6 1 . 7 m m ] 6. 5 4 i n [1 6 6 m m ] 5% larger 1-800-SUNPOWER | sunpower.com M-Series: M440 | M435 | M430 | M425 | M420 SunPower® Residential AC Module 1 Based on datasheet review of websites of top 20 manufacturers per Wood Mackenzie US PV Leaderboard Q3 2021. 2 Maxeon 435 W, 22.5% efficient, compared to a Conventional Panel on same-sized arrays (260 W, 16% efficient, approx. 1.6 m²), 7.9% more energy per watt (based on PVSyst pan ﬁles for avg. US climate), 0.5%/yr slower degradation rate (Jordan, et. al. “Robust PV Degradation Methodology and Application.”PVSC 2018). 3 Voltage range can be extended beyond nominal if required by the utility. 4 Limits may vary. Refer to local requirements to deﬁne the number of microinverters per branch in your area. 5 Factory set to IEEE 1547a-2014 default settings. CA Rule 21 default settings proﬁle set during commissioning. 6 Standard Test Conditions (1000 W/m² irradiance, AM 1.5, 25°C). All DC voltage is fully contained within the module. 7 UL Listed as PVRSE and conforms with NEC 2017 and NEC 2020 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems, for AC and DC conductors; when installed according to manufacturer’s instructions. 8 Please read the safety and installation instructions for more information regarding load ratings and mounting conﬁgurations. See www.sunpower.com/company for more reference information. Speciﬁcations included in this datasheet are subject to change without notice. ©2022 SunPower Corporation. All rights reserved. SUNPOWER, the SUNPOWER logo, EQUINOX and MYSUNPOWER are trademarks or registered trademarks of SunPower Corporation in the U.S. MAXEON is a registered trademark of Maxeon Solar Technologies, Ltd. For more information visit www.maxeon.com/legal. AC Electrical Data Inverter Model: Type H (Enphase IQ7HS) @240 VAC @208 VAC Peak Output Power (VA)384 369 Max. Continuous Output Power (VA)384 369 Nom. (L–L) Voltage/Range3 (V)240 / 211–264 208 / 183–229 Max. Continuous Output Current (Arms)1.60 1.77 Max. Units per 20 A (L–L) Branch Circuit4 10 9 CEC Weighted Efficiency 97.0%96.5% Nom. Frequency 60 Hz Extended Frequency Range 47–68 Hz AC Short Circuit Fault Current Over 3 Cycles 4.82 A rms Overvoltage Class AC Port III AC Port Backfeed Current 18 mA Power Factor Setting 1.0 Power Factor (adjustable)0.85 (inductive) / 0.85 (capacitive) DC Power Data SPR-M440- H-AC SPR-M435- H-AC SPR-M430- H-AC SPR-M425- H-AC SPR-M420- H-AC Nom. Power6 (Pnom) W 440 435 430 425 420 Power Tolerance +5/−0% Module Efficiency 22.8% 22.5% 22.3% 22.0% 21.7% Temp. Coef. (Power)−0.29% / °C Shade Tolerance Integrated module-level max. power point tracking Tested Operating Conditions Operating Temp.-40° F to +185°F (-40°C to +85°C) Max. Ambient Temp. 122°F (50°C) Max. Test Load8 Wind: 125 psf, 6000 Pa, 611 kg/m² back Snow: 187 psf, 9000 Pa, 917 kg/m² front Max. Design Load Wind: 75 psf, 3600 Pa, 367 kg/m² back Snow: 125 psf, 6000 Pa, 611 kg/m² front Impact Resistance 1 inch (25 mm) diameter hail at 52 mph (23 m/s) Mechanical Data Solar Cells 66 Maxeon Gen 6 Front Glass High-transmission tempered glass with anti-reﬂective coating Environmental Rating Outdoor rated Frame Class 1 black anodized (highest AAMA rating) Weight 48 lb (21.8 kg) Recommended Max. Module Spacing 1.3 in. (33 mm) Warranties, Certiﬁcations, and Compliance Warranties • 25-year limited power warranty • 25-year limited product warranty Certiﬁcations and Compliance • UL 1741 / IEEE-1547 • UL 1741 AC Module (Type 2 ﬁre rated) • UL 61730 • UL 62109-1 / IEC 62109-2 • FCC Part 15 Class B • ICES-0003 Class B • CAN/CSA-C22.2 NO. 107.1-01 • CA Rule 21 (UL 1741 SA)5 (includes Volt/Var and Reactive Power Priority) • UL Listed PV Rapid Shutdown Equipment7 Enables installation in accordance with: • NEC 690.6 (AC module) • NEC 690.12 Rapid Shutdown (inside and outside the array) • NEC 690.15 AC Connectors, 690.33(A)–(E)(1) When used with AC module Q Cables and accessories (UL 6703 and UL 2238)7: • Rated for load break disconnect When used with InvisiMount racking and InvisiMount accessories (UL 2703): • Module grounding and bonding through InvisiMount • Class A ﬁre rated PID Test 1000 V: IEC 62804 Packaging Conﬁguration Modules per pallet 25 Packaging box dimensions ×775.475.4 755.4 × 42. (1915 × 1072 × 1220 mm) Pallet gross weight 1300.7 lb (590 kg) Pallets per container 32 Net weight per container 41,623 lb (18,880 kg) 1-800-SUNPOWER | sunpower.com 539973 RevD April 2022 Please read the safety and installation instructions for details. 1931 W Deerefield Rd - 2018034408/07/23 EASIER TILE INSTALLATIONS Pegasus Solars Tile Replace Mount eliminates grinding of tiles and gives you extra tiles to replace broken tiles. Reduce fatigue and increase crew productivity by making installations easier and faster. A BETTER DAY ON THE JOB TILE REPLACE MOUNT 25-year Warranty Manufactured with advanced materials and coatings to outlast the roof itself Universal Fits most tile thickness and batten or batten-less roofs. S-flashing works on concrete and clay tiles. Compatible with all rails. Code Compliant Fully IBC/CBC Code Compliant Exceeds ASCE 7-16 Standards Tested to AC286 Kit Packaging Flashing kit includes flashing, post, mounting bolt and EPDM boot. Sled kit includes universal sled, SS lags and base flashing (optional). No grinding or cutting tiles Flashing slides into place then post twist-locks into position Pegasus Solar Inc 100 West Ohio Avenue, Richmond, CA 94804 510.210.3797 www.pegasussolar.com Gain one roof tile per mount. Eliminate trips to the tile yard to purchase replacement tiles SKU PSTR-FWB0 PSTR-SB00 Tile Type Flat-Tile S-Tile & Clay Tile W-Tile Any Hardware Included Flashing, Post, Mounting Bolt, EPDM Boot Install Application Rails Certifications IBC, ASCE/SEI 7-16, AC286 Material Painted Galvalume Plus Flashing, Aluminum Post Aluminum Sled, Aluminum Base Flashing Kit Quantity 12 12 Boxes Per Pallet 36 36 TILE REPLACE MOUNT Patents Pending. All rights reserved. © 2020 Pegasus Solar Inc. 1. Remove tile to be replaced and locate rafter. 3. Slide replacement flashing under left and up-roof tiles, ensuring post hole lines up with sled channel. 2.Install sled over optional base flashing and drive lag screws to required embed- ment. Waterproof per all applicable codes and standards as required by the AHJ. 4. Insert post with T-bolt into sled channel. Once engaged, rotate post clockwise to tighten T-bolt. Install EPDM boot over post and snug to flashing. Speciﬁcations Sled Kit (Universal) Flat Tile Replace Kit S Tile Replace Kit W Tile Replace Kit Sled Kit Sled, 5/16 SS Lags, Base Flashing 15" 17" 2.2" 13" 18" 4" 14" 18" 3.5" Pegasus Solar Inc 100 West Ohio Avenue, Richmond, CA 94804 510.210.3797 www.pegasussolar.com 1.5" 4.1" 1.5" 5.7" 1.5" 4.7" 0.6" 4.1" 8.5" 6.8" 12.7" 1.6" Tile Replace Flashing Kit (Flat, S & W) PSTR-FSB0PSTR-FFB0 1931 W Deerefield Rd - 2018034408/07/23 SunPower® InvisiMount™ | Residential Mounting System Simple and Fast Installation • Integrated module-to-rail grounding • Pre-assembled mid and end clamps • Levitating mid clamp for easy placement • Mid clamp width facilitates consistent, even module spacing • UL 2703 Listed integrated grounding Flexible Design • Addresses sloped and low-sloped residential roofs • Design in landscape and portrait with up to 8ʼ rail span • Pre-drilled rails and rail splice • Rails enable easy obstacle management Customer-Preferred Aesthetics • Best-in-class system aesthetics • Black anodized components • Low-proﬁle mid clamps and capped, ﬂush end clamps Part of Superior System • Best-in-class system reliability and aesthetics • Optional rooftop transition ﬂashing, rail- mounted J-box, and wire management rail clips • Combine with SunPower modules and mySunPower® monitoring app Elegant Simplicity SunPower® InvisiMount™ is a SunPower-designed rail-based mounting system. The InvisiMount system addresses residential sloped roofs and combines faster installation time, design ﬂexibility, and superior aesthetics. Classic InvisiMount is speciﬁcally envisioned and engineered to pair with SunPower modules; Universal InvisiMount is compatible with a wide range of modules. The resulting system-level approach ampliﬁes the installation and aesthetic beneﬁts—for homeowners and for installers. 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 −40°C to 90°C (−40°F to 194°F) Roof Attachment Hardware Warranties Refer to roof attachment hardware manufacturer’s documentation. InvisiMount Warranties And Certiﬁcations Warranties • 25-year product warranty • 5-year ﬁnish warranty Certiﬁcations • UL 2703 Listed • Class A Fire Rated 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. All other trademarks are the property of their respective owners. Speciﬁcations included in this datasheet are subject to change without notice. InvisiMount Components Mid Clamp End Clamp Rail and Rail SpliceGround Lug Assembly sunpower.com 509506 RevG 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 1931 W Deerefield Rd - 2018034408/07/23 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 diﬀerent weather conditions 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 Flexible conﬁguration of devices during installation 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 −22°F to +140°F (−30°C to +60°C) Humidity (max.) 95%, non-condensing Warranty and Certiﬁcations Warranty 10-year Limited Warranty Certiﬁcations UL, cUL, CE, UL 61010-1 and -2, FCC Part 15 (Class B) Mechanical Weight 5.5 lb (2.5 kg) Dimensions 11.8 × 8.0 × 4.2 in. (30.5 × 20.5 × 10.8 cm) Enclosure rating UL 50E Type 3R Site Requirements Number of modules supported per PVS 85 (SunPower AC modules) Internet access High-speed internet access via accessible router or switch Power 100–240 VAC (L–N), 50 or 60 Hz 208 VAC (L–L in phase 3), 60 Hz 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 1 LAN (or optional WAN) port PLC Supports SunPower AC modules WiFi 802.11b/g/n 2.4 GHz and 5 GHz Cellular LTE Cat-M1/3G UMTS ZigBee IEEE 802.15.4 MAC, 2.4 GHz ISM band Data storage 60 days Upgrades Automatic ﬁrmware upgrades 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 Store or Google Play™ Store 3 Sign in using account email and password SunPower® AC ModulesPVS SunPower® Pro Fleet Management for Installers mySunPowerTM for Homeownes © 2020 SunPower Corporation. All Rights Reserved. SUNPOWER, the SUNPOWER logo and MYSUNPOWER are trademarks or registered trademarks of SunPower Corporation in the U.S. and other countries as well. All other logos and trademarks are the properties of their respective owners. 530536 Rev D 1931 W Deerefield Rd - 2018034408/07/23 Equinox Junction Boxes SunPower®Equinox™ Accessories SPECIFICATIONS Model RMJ v2 Comp Shingle Transition J-Box Kit Part Number 530167 530168 Max. Voltage Rating 600 V (AC or DC) Ambient Temp. Range −35°C to 75°C (−31°F to 167°F) Enclosure Material Flame-retardant, UV-resistant, high-impact resistant resin Attachment/Flashing Material 304 stainless steel Steel w/zinc-aluminum coating Cavity Dimensions 150 ×150 ×62 mm (5.91” ×5.91” ×2.13”) Enclosure Volume 1150 cc (70 in3) Attachment/Flashing Finish Black oxide Black powder coat Compatibility InvisiMount rail Comp shingle roofs Assembled Weight 0.78 kg (1.7 lb)1.27 kg (2.8 lb) Certifications & Ratings • Watertight, UL Type 4 • UL 94 5VA • UL 1741 • UL 2703 (with InvisiMount) • Watertight, UL Type 4 • UL 94 5VA • UL 1741 Additional Hardware Included • 3/4″ cord grip • Lay-in lug • 3/4″cord grip • #12 screws with EPDM washer Composition Shingle Roof Transition Junction Box Datasheet InvisiMount™ Rail-Mounted Junction Box (RMJ) v2 • 70% larger than original InvisiMount J-box. • Integrated grounding to InvisiMount rail, replacing grounding lug assembly. • Snap-on attachment for fast and secure installation. • Enables transitioning conductors directly through the roof. • Integrated flashing for peace of mind. • Compatible with composition shingle roofs. 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 1931 W Deerefield Rd - 2018034408/07/23 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 manufacturers 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. 1931 W Rd - 208/07/23 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 1931 W Rd - 208/07/23 SUNPOWER CORPORATION Document #524734 Rev F SPAN TABLES, INVISIMOUNT Template FILE-074910, Ed. 1 SPAN TABLES, INVISIMOUNT VOLUME 8: SUNPOWER A/M SERIES MODULE WITH TILE ROOF – MOUNTING ROOF ATTACHMENT ASCE 7-16 VERSION Item Number: 524734 9-21-21 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 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. 1931 W Rd - 208/07/23 SUNPOWER CORPORATION Document #524734 Rev F SPAN TABLES, INVISIMOUNT Template FILE-074910, Ed. 1 List of Volumes Standard Volumes 1. E/X Series Module + Composite Shingle Attachment w/ ASCE 7-10 2. E/X Series Module + Composite Shingle Attachment w/ ASCE 7-16 3. E/X Series Module + Tile Attachment w/ ASCE 7-10 4. E/X Series Module + Tile Attachment w/ ASCE 7-16 5. A/M Series Module + Composite Shingle Attachment w/ ASCE 7-10 6. A/M Series Module + Composite Shingle Attachment w/ ASCE 7-16 7. A/M Series Module + Tile Attachment w/ ASCE 7-10 8. A/M Series Module + Tile Attachment w/ ASCE 7-16 High Loading Volumes 9. High Wind Speeds: E/X Series Module + Composite Shingle Attachment w/ ASCE 7-10 10. High Wind Speeds: E/X Series Module + Composite Shingle Attachment w/ ASCE 7-16 11. High Wind Speeds: A/M Series Module + Composite Shingle Attachment w/ ASCE 7-10 12. High Wind Speeds: A/M Series Module + Composite Shingle Attachment w/ ASCE 7-16 13. High Snow Loads: E/X Series Module + Composite Shingle Attachment w/ ASCE 7-10 14. High Snow Loads: E/X Series Module + Composite Shingle Attachment w/ ASCE 7-16 15. High Snow Loads: A/M Series Module + Composite Shingle Attachment w/ ASCE 7-10 16. High Snow Loads: A/M Series Module + Composite Shingle Attachment w/ ASCE 7-16 17. High Wind Speeds: E/X Series Module + Tile Attachment w/ ASCE 7-16 18. High Wind Speeds: A/M Series Module + Tile Attachment w/ ASCE 7-16 1931 W Rd - 208/07/23 Document #524734 Rev F, Vol. 8 1 SunPower Proprietary InvisiMount Span Tables Engineering Summary Letter Volume: 8 ASCE 7 Version: 7-16 Module Type: A-Series / M-Series (66-cell) Roof Attachment: Tile Roof 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 the following Load and Resistance Factor Design (LRFD) capacities: Tension – 1000lb Compression – 1000lb Shear – 390lb Pegasus Tile Roof Attachments, Generation 1 & 2 o And roof attachments with the following Load and Resistance Factor Design (LRFD) capacities: Tension – 675lb Compression – 1000lb Shear – 300lb 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 1931 W Rd - 208/07/23 Document #524734 Rev F, Vol. 8 2 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) = 2.54 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 = 0.70 (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) 1931 W Rd - 208/07/23 Document #524734 Rev F, Vol. 8 3 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. The tables are then color coded based on the module capacities listed in SunPower’s module product information (see next page). 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 1931 W Rd - 208/07/23 Document #524734 Rev F, Vol. 8 4 SunPower Proprietary Module Mounting Locations (A-Series & M-Series): Each cell in the tables below is color coded to indicate the areas on the module where clamps may be installed. The load capacity of the module is dependent on the clamp location, and the corresponding capacities have been cross-referenced with the calculated load demand. The definitions of the colors and their corresponding mounting locations are shown in the diagram and key below. All dimensions are in [inches]. Key Color Allowable Mounting Location Green ALL allowable Landscape + Portrait locations Orange ALL Portrait locations Blue ONLY Portrait locations within given dimensions above Figure 3 The centerline of rails may never be installed outside of the shown allowable mounting locations. The mounting location zones are symmetric across the centerlines shown in the diagram. Only applicable to SunPower A-Series and M-Series 66-cell module. Please contact SunPower for any further technical information which may be required. 1931 W Rd - 208/07/23 Document #524734 Rev F, Vol. 8 27 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. 1931 W Rd - 208/07/23 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. The color of a given cell indicates the area on the module where clamps may be installed. Green cells allow clamps to be installed in Portrait or Landscape orientations; Orange allows clamps to be installed only in Portrait; Blue allows clamps to be installed only in Portrait within the given dimensions from the edge. Refer to the key at the beginning of this document for more details. 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. Document #524734 Rev F, Vol. 8 70 SunPower Proprietary Exposure C Ground Snow (psf) 0 Roof Height (ft) 30 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 80 80 80 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 48 48 48 80 80 72 72 72 72 72 72 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 80 80 96 96 96 96 96 96 100 72 72 72 80 80 96 96 96 96 96 96 105 64 64 64 80 80 80 80 80 80 80 80 110 48 48 48 72 72 80 80 80 80 80 80 120 32 32 32 48 48 72 72 72 72 64 48 130 32 32 32 32 32 48 48 48 48 48 48 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 80 80 96 96 96 96 96 96 95 64 64 64 80 80 80 80 80 80 80 80 100 48 48 48 80 80 80 80 80 80 80 80 105 48 48 48 64 64 80 80 80 80 80 80 110 32 32 32 48 48 72 72 72 72 72 72 120 32 32 32 32 32 48 48 48 48 48 48 130 0 0 0 32 32 32 32 32 32 32 32 1931 W Rd - 208/07/23 NO 3THWN-2 EGC: THWN-2 1 NO #4 #8 EMT 1-1/4"C C (N) LOAD CENTER MIN., 120/240 V, M.L.O, NEMA-3R LOCATION: GND YES 20A, 2P 20A, 2P 20A, 2P 20A, 2P NEAR MSP 125A 15A, 2P ETHERNET CONNECTION TO DSL/CABLE MODEM CAT5e PVS6 (3) #14 THWN (1) #14 THWN EGC NO NO 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 8 B 3 #10 #10 EMT 3/4" #10 #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 DC AC Branch Circuit #2 Branch Circuit #3 Branch Circuit #4 8 AC MODULES 8 AC MODULES 8 AC MODULES 8 AC MODULES TAG H (E) UTILITY BIDIRECTIONAL METER #: 222012-776624 EXISTING GROUND NO MLO NO GROUNDED (INCLUDE GEC) UNGROUNDEDü INSTALLATION NOTES 1 CHECK BOX FOR WHETHER SYSTEM IS GROUNDED OR UNGROUNDED: FOR UNGROUNDED SYSTEMS: · DC OCPD DISCONNECT BOTH CONDUCTORS OF EACH SOURCE CIRCUIT. · 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 NO NO TAG DESCRIPTION 12 REMOTE POWER OFF SWITCH 14 HUB+ NOTE: · DERATE MAIN CIRCUIT BREAKER TO (N) 200A. · 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 (E) LOADS GND (N) 200A, 2P 70A 225A 70A, 2P EXTERIOR WALL CUTTLER-HAMMER 225A 200A (E) MAIN SERVICE PANEL 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 · UL 1741 / IEEE-1547 · UL 1741 AC MODULE (TYPE 2 FIRE RATED) · UL 62109-1 / IEC 62109-2 · UL LISTED PV RAPID SHUTDOWN EQUIPMENT ENABLES INSTALLATION IN ACCORDANCE WITH: · NEC 690.6 (AC MODULE) · NEC 690.12 RAPID SHUTDOWN (INSIDE AND OUTSIDE THE ARRAY) · NEC 690.15 AC CONNECTORS, 690.33(A)–(D)(1) SUNPOWER PROVIDED AC MODULES EXTENSION CABLE, LISTED AS AN ASSEMBLY MODEL: SPR-M-425-H-AC (240) | QTY: 32 MODEL: SPR-M-425-H-AC (240) [SI] | QTY: 32 PV BREAKER = MODULES x x 1.25 = RELOCATED BREAKER(S) = LOAD CENTER FEEDER BREAKER = NOTE: AFCI BREAKERS REQUIRED IF CIRCUITS RELOCATED MORE THAN 6 FT. (E) PLUGS 70A, 2P32 20A 1P, 20A 1P, 20A 1P, 20A 1P 70A, 2P 1.6A (E) PLUGS (E) PLUGS (E) PLUGS 20A, 1P 20A, 1P 20A, 1P 20A, 1P CONDUIT SIZE #1 EMT CONDUCTOR (4) #10 THWN-2 NOTE: SEPARATE CONDUIT RUN WILL BE UTILIZED FOR THE RELOCATED LOADS W/ CONSIDERATIONS TO AMPACITY ADJUSTMENT FACTORS. 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 SOLA R I N D I V I D U A L P E R MI 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 01 AHJ REDLINES 06/15/23 JS 02 AHJ REDLINES 07/19/23 JS 03 AHJ REDLINES 08/01/23 JS TH O M A S N G U Y E N 19 3 1 W E S T D E E R EF I E L D R OAD SAN T A A N A , C A L I F O RNI A 9 2 7 0 4 RP-365293 13 . 6 0 k W SPRI - ANAHEIM 12-01-2022 J. Serrano JOSHUA SERRANO SHEET NTS EL E C T R IC A L S IN G L E - L I N E D I A G R AM & S PE C I F I C A T I O NS PVE-1 3 1931 W Deerefield Rd - 2018034408/07/23 ELECTRICAL CALCULATIONS BRANCH 2 BRANCH 3 BRANCH 4BRANCH 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 ADDER 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 SUBPANEL 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 22 °C 56 °C 0.71 0.7 25.75 A 40 A #10 #10 1.12% 20A, 2P 16.00 A #10 8 240 V 12.8 A 16.00 A 34 °C 22 °C 56 °C 0.71 0.7 25.75 A 40 A #10 #10 1.12% 20A, 2P 16.00 A #10 8 240 V 12.8 A 16.00 A 34 °C 22 °C 56 °C 0.71 0.7 25.75 A 40 A #10 #10 1.12% 20A, 2P 16.00 A 16.00 A 20A, 2P 1.12% #10 #10 40 A 25.75 A 0.7 0.71 56 °C 22 °C 34 °C 16.00 A 12.8 A 240 V 8 #10 85 FT.85 FT.85 FT. 85 FT. 64.00 A 70A, 2P 0.07% #4 #4 95 A 53.33 A 1.00 0.96 34 °C 34 °C #4 5 FT. 64.00 A 51.2 A 240 V 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 YS T E M REV DESCRIPTION DATE DB DRAWN BY: DATE DRAWN SCALE 01 AHJ REDLINES 06/15/23 JS 02 AHJ REDLINES 07/19/23 JS 03 AHJ REDLINES 08/01/23 JS TH O M A S N G U Y E N 19 3 1 W E S T D E E R E F I E L D R O A D SAN T A A N A , C A L I F O R N I A 9 2 7 0 4 RP-365293 13 . 6 0 k W SPRI - ANAHEIM 12-01-2022 J. Serrano JOSHUA SERRANO SHEET EL E C T R I C A L C A L C U L A T I O N NTS PVE-2 3 1931 W Deerefield Rd - 2018034408/07/23 · 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: · 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: · MAIN SERVICE PANEL · INDOOR / OUTDOOR SUBPANEL MAXIMUM RATED AC OUTPUT CURRENT: MAXIMUM OPERATING AC VOLTAGE: 51.2 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 SIGNAGE LOCATIONS: · MAIN SERVICE PANEL MAIN SERVICE BREAKER HAS BEEN DOWNSIZED TO (N) 200A. NO UPSIZING IS PERMITTED PV SOLAR BREAKER DO NOT RELOCATE THIS OVERCURRENT DEVICE NEC 705.12(B)(3)(2) SIGNAGE LOCATIONS: · MAIN SERVICE PANEL · NEW INDOOR / OUTDOOR LOAD CENTER · INDOOR / OUTDOOR SUBPANEL 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 OL T A IC S Y S T E M REV DESCRIPTION DATE DB DRAWN BY: DATE DRAWN SCALE 01 AHJ REDLINES 06/15/23 JS 02 AHJ REDLINES 07/19/23 JS 03 AHJ REDLINES 08/01/23 JS TH O M A S N G U Y E N 19 3 1 W E S T D E E R E F I E L D R O A D SA NT A A NA , C A LI F O R N I A 9 2 7 0 4 RP-365293 13 . 6 0 k W SPRI - ANAHEIM 12-01-2022 J. Serrano JOSHUA SERRANO SHEET EL E C T R I C A L D A TA & S P E C I F I C A TI O N S NTS PVE-3 1931 W Deerefield Rd - 2018034408/07/23 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 IE D P H O T OV O L T AI C S Y S T EM REV DESCRIPTION DATE DB DRAWN BY: DATE DRAWN SCALE 01 AHJ REDLINES 06/15/23 JS 02 AHJ REDLINES 07/19/23 JS 03 AHJ REDLINES 08/01/23 JS THO M A S N G U Y E N 19 3 1 W E S T D E E R E F I E L D R O A D SA N T A A N A , C A L I F O R N I A 9 2 7 0 4 RP-365293 13 . 6 0 k W SPRI - ANAHEIM 12-01-2022 J. Serrano JOSHUA SERRANO N-LC FIGURE 1: SUNPOWER EQUINOX GROUNDING DETAILS SHEET NTS MULTIPLE SOURCES OF POWER WITH DISCONNECT(S) LOCATED AS SHOWN: CAUTION: PHOTOVOLTAIC ARRAY ON ROOF SERVICE POINT & UTILITY METERING (N) SUBPANEL 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 AI L S 1931 WEST DEEREFIELD ROAD PVE-4 B 1931 W Deerefield Rd - 2018034408/07/23 ROOF 1 ROOF 2 N- LC 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 01 AHJ REDLINES 06/15/23 JS 02 AHJ REDLINES 07/19/23 JS 03 AHJ REDLINES 08/01/23 JS THO M A S N G U Y E N 193 1 W E S T D E E R E F I E L D R O A D SA N T A A N A , C A L I F O R N I A 9 2 7 0 4 RP-365293 13. 6 0 k W SPRI - ANAHEIM 12-01-2022 J. Serrano JOSHUA SERRANO 1 2ROOF AZIMUTH PITCH MODULE QTY. 6:12 359° 26 6:12 179° 6 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. 1931 W Deerefield Rd - 2018034408/07/23 (E) MAIN SERVICE PANEL (E) Sub-Panel 20A, 2P KIT // 50A, 2P A/C #2 20A, 2P DISH | DISP // 50A, 2P AC #1 40A, 2P SPA | FAU // 40A, 2P OVEN 20A, 1P FAU 20A, 1P G.D.O 20A, 1P XMASS 20A, 1P MICRO 20A, 1P D/R 20A, 1P MINI RCI 20A, 1P G DISP. 20A, 1P HOOD 20A, 1P REFRI 20A, 1P LAUNDRY 20A, 1P GFI UP 20A, 1P SPA 20A, 1P GFI 20A, 1P SINK PNG 20A, 1P UNLABELED 20A, 1P 20 AM 20A, 1P GFI 8/12 20A, 1P FAU 20A, 1P GFI 20A, 1P GFI BY 70A, 2P SUBFEEDER BREAKER [EXISTING SUBPANEL] 70A, 2P SUBFEEDER BREAKER [NEW SUBPANEL] 20A, 1P UNLABELED 15A, 1P PLUGS & LIGHTS 20A, 1P UNLABELED 15A, 1P PLUGS & LIGHTS 15A, 1P PLUGS & LIGHTS 15A, 1P PLUGS & LIGHTS 15A, 1P PLUGS & LIGHTS 15A, 1P PLUGS & LIGHTS 15A, 1P PLUGS & LIGHTS 15A, 1P PLUGS & LIGHTS 15A, 1P PLUGS & LIGHTS 15A, 1P PLUGS & LIGHTS 15A, 1P PLUGS & LIGHTS 15A, 1P PLUGS & LIGHTS 20A, 1P LITES 20A, 1P UNLABELED 15A, 1P [AFCI] BEDROOM PLUGS 15A, 1P [AFCI] BEDROOM PLUGS 15A, 1P [AFCI] BEDROOM PLUGS 15A, 1P [AFCI] BEDROOM PLUGS (N) LOAD CENTER 20A, 2P PV BREAKER 20A, 2P PV BREAKER 20A, 2P PV BREAKER 20A, 2P PV BREAKER 20A, 1P PLUGS 20A, 1P PLUGS 20A, 1P PLUGS 20A, 1P PLUGS 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 ER M I T P AC 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 01 AHJ REDLINES 06/15/23 JS 02 AHJ REDLINES 07/19/23 JS 03 AHJ REDLINES 08/01/23 JS TH O M A S N G U Y E N 193 1 W E S T D E E R E F I E L D R O A D SA N T A A N A , C A L I F O R N I A 9 2 7 0 4 RP-365293 13. 6 0 k W SPRI - ANAHEIM 12-01-2022 J. Serrano JOSHUA SERRANO SHEET BR E A K E R S C H E D U L E NTS PVE-6 3 1931 W Deerefield Rd - 2018034408/07/23 N WEST DEEREFIELD ROAD ROOF 1 ROOF 2 36" 18"18" 36 " 36" 36" N- LC 47'-4" 77 ' - 1 0" ROOF ACCESS POINT (E) GARAGE ROOF ACCESS POINT (E) FENCE/GATE (E) FENCE/GATE 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 01 AHJ REDLINES 06/15/23 JS 02 AHJ REDLINES 07/19/23 JS 03 AHJ REDLINES 08/01/23 JS TH O M A S N G U Y E N 193 1 W E S T D E E R E F I E L D R O A D SA N T A A N A , C A L I F O R N I A 9 2 7 0 4 RP-365293 13. 6 0 k W SPRI - ANAHEIM 12-01-2022 J. Serrano JOSHUA SERRANO SHEET AR R A Y L A Y O U T 3/32" = 1'-0" L E G E N D JUNCTION BOX UTILITY SERVICE POINT AND METERING PROPERTY LINE FIRE ACCESS PATHWAY CONDUIT N-LC NEW SUBPANEL NOTE: 1. FIELD ADJUSTMENTS OF FEWER THAN 6” MAY BE ALLOWED BASED ON SITE CONDITIONS AND MEASUREMENTS. N 1 2ROOF AZIMUTH PITCH MODULE QTY. 6:12 359° 26 6:12 179° 6 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: FLAT TILE 3 - STORY 84 3253 sq.ft. 21% 678 sq.ft. SPR-M-425-H-AC (240) SPR-M-425-H-AC (240) [SI] 32 32 SEALED FOR ATTACHMENTS AND EXISTING FRAMING ONLY exp: 06/25 Steven Procter Digitally signed by Steven Procter Date: 2023.08.02 10:19:26 -05'00' 1931 W Deerefield Rd - 2018034408/07/23 FIGURE 3: MOUNTING CLAMP POSITIONING DETAILSTABLE 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 L FOOT INVISIMOUNT RAIL 0.75" MIN. (E) RAFTER (2) 5/16" LG. S.S. LAG BOLT WITH 5/16" WASHER @ CENTER TYP. PRE-DRILL REQUIRED. 2- 1 / 2 " M I N . (E) WOOD SHEATHING PV MODULE TILE POST ASSEMBLY SLED 1" ELEVATED CONE WITH EPDM BOOT BASE FLASHING INVISIMOUNT ROOF ATTACHMENT DETAILS HARDWARE: PEGASUS TILE 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 1 27°Flat Tile Pegasus Tile Gen 2 3 2x4 Truss @ 24" OC 7'Stacked 48"16" ROOF 2 27°Flat Tile Pegasus Tile Gen 2 3 2x4 Truss @ 24" OC 7'Stacked 48"16" -------------------- -------------------- -------------------- -------------------- ·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 3.5"M A X 2"MI N PV MODULE L FOOT EXTERNAL LOAD BEARING WALL 3.5"M A X 2"MI N PV MODULE L FOOT EXTERNAL LOAD BEARING WALL STRUCTURAL FRAMING SIDE DETAIL STRUCTURAL FRAMING SIDE DETAIL Roof 1 Roof 2 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 ER M I T P AC K A G E GR I D - T I E D P HO T O V O L T A I C S Y S T E M REV DESCRIPTION DATE DB DRAWN BY: DATE DRAWN SCALE 01 AHJ REDLINES 06/15/23 JS 02 AHJ REDLINES 07/19/23 JS 03 AHJ REDLINES 08/01/23 JS TH O M A S N G U Y E N 19 3 1 W E S T D E E R E F I E L D R O A D SA N T A A N A , C A L I F O R N I A 9 2 7 0 4 RP-365293 13 . 6 0 k W SPRI - ANAHEIM 12-01-2022 J. Serrano JOSHUA SERRANO 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: 06/25 Steven Procter Digitally signed by Steven Procter Date: 2023.08.02 10:19:16 -05'00' 1931 W Deerefield Rd - 2018034408/07/23