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Home My WebLink About1621 W Avalon Ave - PlanTo whom it may concern, I, Nicholas Cochran, authorize Sunlux and their employee, Alex van der Colﬀ , to pull a permit for the purposes of installing solar panels on the roof of my home located at 1621 West Avalon Avenue, Santa Ana, CA 92706. ___________________ (Print Name) ___________________ (Signature) ___________________ (Date) Nicholas Cochran (Jun 16, 2023 13:15 PDT) Jun 16, 2023 Nicholas Cochran 1621 W Avalon Ave08/07/23 Sunlux - Homeowner Authorization Form Final Audit Report 2023-06-16 Created:2023-06-16 By:Alex van der Colff (avandercolff@sunlux.com) Status:Signed Transaction ID:CBJCHBCAABAA6dJ1c5DIgvA1hWcFw9Om0rNSomaGcfdZ "Sunlux - Homeowner Authorization Form" History Document created by Alex van der Colff (avandercolff@sunlux.com) 2023-06-16 - 8:11:18 PM GMT- IP address: 70.122.143.207 Document emailed to webnick@earthlink.net for signature 2023-06-16 - 8:12:20 PM GMT Email viewed by webnick@earthlink.net 2023-06-16 - 8:13:46 PM GMT- IP address: 172.56.168.69 Signer webnick@earthlink.net entered name at signing as Nicholas Cochran 2023-06-16 - 8:15:06 PM GMT- IP address: 172.56.168.69 Document e-signed by Nicholas Cochran (webnick@earthlink.net) Signature Date: 2023-06-16 - 8:15:08 PM GMT - Time Source: server- IP address: 172.56.168.69 Agreement completed. 2023-06-16 - 8:15:08 PM GMT 1621 W Avalon Ave08/07/23 Mono Multi Solutions 0~+5W POSITIVE POWER TOLERANCE MAXIMUM POWER OUTPUT 400W MAXIMUM EFFICIENCY 20.8% Trina standard Gu a r a n t e e d P o w e r 90% 100% Years 5 10 15 20 25 98.0% 84.8% Trina Solar’s Backsheet Performance Warranty IEC61215/IEC61730/IEC61701/IEC62716/UL61730 ISO 9001: Quality Management System ISO 14001: Environmental Management System ISO14064: Greenhouse Gases Emissions Veriﬁcation ISO45001: Occupational Health and Safety Management System Comprehensive Products and System Certiﬁcates PRODUCT: TSM-DE09.05 PRODUCT RANGE: 380-400WBACKSHEET MONOCRYSTALLINE MODULE Outstanding Visual Appearance • Designed with aesthetics in mind • Excellent cell color control by dedicated cell blackening treatment and machine selection. • Thinner wires that appear all black at a distance Small in size, big on power • Small form factor. Generate a huge amount of energy even in limited space. • Up to 400W, 20.8% module efficiency with high density interconnect • Multi-busbar technology for better light trapping eﬀect, lower series resistance and improved current collection • Reduce installation cost with higher power bin and efficieny • Boost performance in warm weather lower temperature coefficient (-0.34%) and operating temperature Universal solution for residential and C&I rooftops • Designed for compatibility with existing mainstream optimizers, inverters and mounting systems • Perfect size and low weight. Easy for handling. Economy for transporting • Diverse installation solutions. Flexible for system deployment High Reliability •5 year product warranty • 25 year performance warranty with lowest degradation • Minimized micro-cracks with innovative non-destructive cutting technology • Ensured PID resistance through cell process and module material control • Mechanical performance up to 6000 Pa positive load and 4000 Pa negative load ×××××××××× EU-28 WEEECOMPLIANT Tri technology • Multi-busbar resistance • Reduce insta • Boost perfor (-0.34%) an Universal s • Designed for and mounti • Perfect size a • Diverse insta High Reliab •5 year prod • 25 year perfo • Minimized m • Ensured PID • Mechanical p load DIMENSIONS OF PV MODULE(mm) www.trinasolar.com CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. © 2021 Trina Solar Co.,Ltd. All rights reserved.Speciﬁcations included in this datasheet are subject to change without notice. Version number: TSM_%&_/"@&/@2021_C Operational Temperature Maximum System Voltage -40~+85ºC 1500V DC (IEC) 1500V DC (UL) Modules per box: 36 pieces Modules per 40’ container: pieces MonocrystallineNN1&3$Solar Cells Max Series Fuse Rating 20A MECHANICAL DATA TEMPERATURE RATINGS MAXIMUM RATINGS PACKAGING CONFIGURATIONWARRANTY (Please refer to product warranty for details) ELECTRICAL DATA (STC) ELECTRICAL DATA (NOCT) *Measuring tolerance: ±3%.STC: Irrdiance 1000W/m2, Cell Temperature 25ºC, Air Mass AM1.5. Maximum Power Voltage-VMPP (V) Maximum Power Current-IMPP (A) Open Circuit Voltage-VOC (V) Short Circuit Current-ISC (A) Module Efficiency η m (%) Maximum Power-PMAX (Wp) 0 ~ +5Power Tolerance-PMAX (W) I-V CURVES OF PV MODULE(390 W) Cu r r e n t ( A ) Voltage(V) P-V CURVES OF PV MODULE(390W) Voltage(V) 200W/m2 400W/m2 1000W/m2 800W/m2 600W/m2 200W/m2 400W/m2 1000W/m2 800W/m2 600W/m2 Peak Power Watts-PMAX (Wp)* 12.00 380 33.4 11.38 40.4 19.8 286 31.4 9.12 38.0 9.67 12.07 385 33.6 11.46 40.6 20.0 290 31.6 9.18 38.2 9.73 12.14 390 33.8 11.54 40.8 20.3 294 31.8 9.24 38.4 9.78 12.21 395 34.0 11.62 41.0 20.5 298 31.9 9.32 38.6 9.84 NOCT: Irradiance at 800W/m2, Ambient Temperature 20°C, Wind Speed 1m/s. Photovoltaic Technology Cable 4.0mm2 (0.006 inches2), -FOHUINN JODIFT 1754×1096×30 mm (69.06×43.15×1.18 inches) 21.0 kg (46.3 lb) 3.2 mm (0.13 inches), High Transmission, AR Coated Heat Strengthened Glass EVA/POE 30mm(1.18 inches) Anodized Aluminium Alloy IP 68 rated MC4 EVO2 120 cells Black-White Module Dimensions Weight Glass Encapsulant material Backsheet Frame J-Box Cables Connector No. of cells 43°C (±2°C) - 0.34%/°C - 0.25%/°C 0.04%/°C Temperature Coefficient of P MAX Temperature Coefficient of V OC Temperature Coefficient of I SC NOCT (Nominal Operating Cell Temperature) year Product Workmanship Warranty 25 year Power Warranty 2% 'Jrst :ear %egradation 0.55% Annual Power Attenuation BACKSHEET MONOCRYSTALLINE MODULE Maximum Power Voltage-VMPP (V) Maximum Power Current-IMPP (A) Open Circuit Voltage-VOC (V) Short Circuit Current-ISC (A) 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 100 150 200 250 350 300 400 12.0 13.0 11.0 50 0 10 20 30 40 50 0 10 20 30 40 50 Po w e r ( W ) Front View Back View 30 1096 17 5 4 1096 A-A B-B Laminate Silicon Sealant Frame 30 33 1048 11 0 0 8-Φ4.3 Grounding Hole 8-Drain Hole 4-Φ9×14 Installing Hole A B Nameplate B Junction Box Laminate Silicon Sealant Frame 30 15.4 17 5 4 A 12.28 400 34.2 11.70 41.2 20.8 302 32.1 9.38 38.8 9.90 5ZQFPS5ZQF'JSF5ZQF 1621 W Avalon Ave08/07/23 IN V E R T E R S solaredge.com Optimized installation with HD-Wave technology 6SHFLÀFDOO\GHVLJQHGWRZRUNZLWKSRZHURSWLPL]HUV %XLOWLQPRGXOHOHYHOPRQLWRULQJ 2SWLRQDO)DVWHULQVWDOODWLRQVZLWKEXLOWLQ FRQVXPSWLRQPHWHULQJDFFXUDF\DQG SURGXFWLRQUHYHQXHJUDGHPHWHULQJDFFXUDF\ $16,& 5HFRUGEUHDNLQJZHLJKWHGHIÀFLHQF\ 4XLFNDQGHDV\LQYHUWHUFRPPLVVLRQLQJGLUHFWO\IURP DVPDUWSKRQHXVLQJWKH6RODU(GJH6HW$SS )L[HGYROWDJHLQYHUWHUIRUORQJHUVWULQJV 8/6$FHUWLÀHGIRU&38&5XOHJULGFRPSOLDQFH ,QWHJUDWHGDUFIDXOWSURWHFWLRQDQGUDSLGVKXWGRZQ IRU1(&1(&DQG1(&SHUDUWLFOH DQG 6PDOOOLJKWZHLJKWDQGHDV\WRLQVWDOOERWK RXWGRRUVRULQGRRUV Single Phase Inverter with HD-Wave Technology for North America 6(+866(+866(+866(+86 6(+866(+866(+86 12-25 YEAR WARRANTY MODEL NUMBER SE3000H-US SE3800H-US SE5000H-US SE6000H-US SE7600H-US SE10000H-US SE11400H-US APPLICABLE TO INVERTERS WITH PART NUMBER SEXXXXH-XXXXXBXX4 OUTPUT Rated AC Power Output 3000 3800 @ 240V 3300 @ 208V 5000 6000 @ 240V 5000 @ 208V 7600 10000 11400 @ 240V 10000 @ 208V VA Maximum AC Power Output 3000 3800 @ 240V 3300 @ 208V 5000 6000 @ 240V 5000 @ 208V 7600 10000 11400 @ 240V 10000 @ 208V VA AC Output Voltage Min.-Nom.-Max. (211 - 240 - 264)9 9 9 9 9 9 9 Vac AC Output Voltage Min.-Nom.-Max. (183 - 208 - 229)-9 -9 --9 Vac AC Frequency (Nominal)59.3 - 60 - 60.5(1)Hz Maximum Continuous Output Current @240V 12.5 16 21 25 32 42 47.5 A Maximum Continuous Output Current @208V -16 -24 --48.5 A Power Factor $GMXᐎDEOHWR GFDI Threshold 1 A Utility Monitoring, Islanding Protection, &RXQWU\&RQÀJXUDEOH7KUHVKROGV Yes INPUT Maximum DC Power @240V 4650 5900 7750 9300 11800 15500 17650 W Maximum DC Power @208V -5100 -7750 --15500 W Transformer-less, Ungrounded Yes Maximum Input Voltage 480 Vdc Nominal DC Input Voltage 380 400 Vdc Maximum Input Current @240V(2)8.5 10.5 13.5 16.5 20 27 30.5 Adc Maximum Input Current @208V(2)-9 -13.5 --27 Adc Max. Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600k Sensitivity 0D[LPXP,QYHUWHU(੕FLHQF\99 99.2 % &(&:HLJKWHG(੕FLHQF\99 99 @ 240V 98.5 @ 208V % Nighttime Power Consumption < 2.5 W (1) For other regional settings please contact SolarEdge support $KLJKHUFXUUHQWVRXUFHPD\EHXVHGWKHLQYHUWHUZLOOOLPLWLWVLQSXWFXUUHQWWRWKHYDOXHVᐎDWHG 6(+866(+866(+866(+86 6(+866(+866(+86 Single Phase Inverter with HD-Wave Technology for North America 1621 W Avalon Ave08/07/23 MODEL NUMBER SE3000H-US SE3800H-US SE5000H-US SE6000H-US SE7600H-US SE10000H-US SE11400H-US ADDITIONAL FEATURES Supported Communication Interfaces RS485, Ethernet, ZigBee (optional), Cellular (optional) Revenue Grade Metering, ANSI C12.20 Optional(3) Consumption metering Inverter Commissioning :LWKWKH6HW$SSPRELOHDSSOLFDWLRQXVLQJ%XLOWLQ:L)L$FFHVV3RLQWIRU/RFDO&RQQHFWLRQ Rapid Shutdown - NEC 2014, NEC 2017 and NEC 2020, 690.12 Automatic Rapid Shutdown upon AC Grid Disconnect STANDARD COMPLIANCE Safety 8/8/6$8/%&6$&&DQDGLDQ$)&,DFFRUGLQJWR7,/0 Grid Connection Standards IEEE1547, Rule 21, Rule 14 (HI) Emissions FCC Part 15 Class B INSTALLATION SPECIFICATIONS AC Output Conduit Size / AWG Range 1'' Maximum / 14-6 AWG 1'' Maximum /14-4 AWG DC Input Conduit Size / # of Strings / AWG Range 0D[LPXPᐎULQJV$:* 0D[LPXPᐎULQJV$:* Dimensions with Safety Switch (HxWxD)17.7 x 14.6 x 6.8 / 450 x 370 x 174 21.3 x 14.6 x 7.3 / 540 x 370 x 185 in / mm Weight with Safety Switch 22 / 10 25.1 / 11.4 26.2 / 11.9 38.8 / 17.6 OENJ Noise < 25 <50 dBA Cooling Natural Convection Operating Temperature Range -40 to +140 / -40 to +60(4)Ü)Ü& Protection Rating NEMA 4X (Inverter with Safety Switch) ,QYHUWHUZLWK5HYHQXH*UDGH0HWHU316([[[[+86%1&,QYHUWHUZLWK5HYHQXH*UDGH3URGXFWLRQDQG&RQVXPSWLRQ0HWHU316([[[[+86%1,)RUFRQVXPSWLRQPHWHULQJFXUUHQWWUDQVIRUPHUV VKRXOGEHRUGHUHGVHSDUDWHO\6($&71$RU6($&71$XQLWVSHUER[ )XOOSRZHUXSWRDWOHDᐎÜ&Ü)IRUSRZHUGHUDWLQJLQIRUPDWLRQUHIHUWRKWWSVZZZVRODUHGJHFRPVLWHVGHIDXOWÀOHVVHWHPSHUDWXUHGHUDWLQJQRWHQDSGI Single Phase Inverter with HD-Wave Technology for North America 6(+866(+866(+866(+86 6(+866(+866(+86 How to Enable Consumption Monitoring %\VLPSO\ZLULQJFXUUHQWWUDQVIRUPHUVWKURXJKWKHLQYHUWHU VH[LVWLQJ$&FRQGXLWVDQGFRQQHFWLQJWKHPWRWKHVHUYLFH SDQHOKRPHRZQHUVZLOOJDLQIXOOLQVLJKWLQWRWKHLUKRXVHKROGHQHUJ\XVDJHKHOSLQJWKHPWRDYRLGKLJKHOHFWULFLW\ELOOV 6RODU(GJH7HFKQRORJLHV,QF$OOULJKWVUHVHUYHG62/$5('*(WKH6RODU(GJHORJR237,0,=('%<62/$5('*(DUHWUDGHPDUNVRUUHJLVWHUHGWUDGHPDUNVRI6RODU(GJH7HFKQRORJLHV,QF$OO RWKHUWUDGHPDUNVPHQWLRQHGKHUHLQDUHWUDGHPDUNVRIWKHLUUHVSHFWLYHRZQHUV'DWH9(1*1$06XEMHFWWRFKDQJHZLWKRXWQRWLFH 1621 W Avalon Ave08/07/23 1621 W Avalon Ave08/07/23 Power Optimizer )RU5HVLGHQWLDO,QVWDOODWLRQV S4, S50 25 YEAR WARRANTY (QDEOLQJPVpower optimization at the module level Specifically designed to work with SolarEdge residential inverters 'HWHFWVDEQRUPDO39FRQQHFWRUEHKDYLRU SUHYHQWLQJSRWHQWLDOVDIHW\LVVXHV 0RGXOHOHYHOYROWDJHVKXWGRZQIRULQVWDOOHUDQG ILUHILJKWHUVDIHW\ Superior efficiency (99.5%) 0LWLJDWHVDOOW\SHVRIPRGXOHPLVPDWFKORVVIURP PDQXIDFWXULQJWROHUDQFHWRSDUWLDOVKDGLQJ )DVWHULQVWDOODWLRQVZLWKVLPSOLILHGFDEOH PDQDJHPHQWDQGHDV\DVVHPEO\XVLQJDVLQJOHEROW Flexible systemdesign formaximumspace utilization Compatible with bifacial PVmodules * )XQFWLRQDOLW\VXEMHFWWRLQYHUWHUPRGHODQGILUPZDUHYHUVLRQ solaredge.com PO W E R O P T I M I Z E R Power Optimizer )RU5HVLGHQWLDO,QVWDOODWLRQV S4, S50 S4S50UNIT Rated Input DC Power(1)40 500 W Absolute Maximum Input Voltage (Voc)60 Vdc MPPT Operating Range 8 - 60 Vdc Maximum Short Circuit Current (Isc) of Connected PV Module 14.5 Adc Maximum Efficiency 99.5 % Weighted Efficiency 98.6 % Overvoltage Category II OUTPUT DURING OPERATION Maximum Output Current 15 Adc Maximum Output Voltage 60 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE EMC FCC Part 15 Class B,IEC61000-6-2, IEC61000-6-3&,635(1 Safety IEC62109-1 (class II safety), UL1741 Material UL94 V-0,UV Resistant RoHS Yes Fire Safety VDE-AR-E 2100-712:2013-05 INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Dimensions (W x L x H) 129 x 15x 30 mm Weight (including cables) 655 / 1.5 gr / lb Input Connector MC4(2) Input Wire Length 0.1 m Output Connector MC4 Output Wire Length (+) 2.3, (-) 0.10 m Operating Temperature Range(3) -40 to +85 Ü& Protection Rating IP68 /NEMA6P Relative Humidity 0 - 100 % Rated power of the module at STC will not exceed the 3ower 2ptimizerRated Input DC Power.Modules with up to +5% power tolerance are allowed For other connector types please contact SolarEdge For ambient temperature above +70°C / +158°F powerde-rating is applied. Referto PowerOptimizers Temperature De-Rating Technical Note formore details If the inverters rated AC power maximum nominal power per string, then the maximum power per string will be able to reach up to the inverters maximum input DC power Refer to: https://www.solaredge.com/sites/default/files/se-power-optimizer-single-string-design-application-note.pdf For the 230/400V grid: it is allowed to install up to 13,500W perstring when the maximum powerdifference between each string is 2,000W For the 277/480V grid: it is allowed to install up to 15,000W perstring when the maximum powerdifference between each string is 2,000W It is not allowed to mix S-series and P-series 3ower 2ptimizers in new installations © SolarEdge Technologies, Inc. All rights reserved. SOLAREDGE, the SolarEdge logo, OPTIMIZED BYSOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies, Inc. All othertrademarks mentioned herein are trademarks of their respective owners. Date:/2021 DS-0000-1.-(1*. Subject to change without notice. PVSystem Design Using a SolarEdge Inverter Single Phase HD-Wave Three Phase Three Phasefor 277/480V Grid Minimum String Length (Power Optimizers)S440, S500 8 16 18 Maximum String Length (PowerOptimizers)25 50 Maximum Nominal Powerper String(4)5700 11250(5)12750(6) W Parallel Strings ofDifferent Lengths orOrientations Yes 15 1621 W Avalon Ave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valon Ave08/07/23 Tech Brief Solar Is Not Always Sunny Over their lifetime, solar panels experience countless extreme weather events. Not just the worst storms in years, but the worst storms in 40 years. High winds capable of ripping panels from a roof, and snowfalls weighing enough to buckle a panel frame. XR Rails are the structural backbone preventing these results. They resist uplift, protect DJDLQVWEXFNOLQJDQGVDIHO\DQGHI FLHQWO\ transfer loads into the building structure. Their superior spanning capability requires fewer roof attachments, reducing the number of roof penetrations and the amount of installation time. XR Rail Family Force-Stabilizing Curve Sloped roofs generate both vertical and lateral forces on mounting rails which can cause them to bend and twist. The curved shape of XR Rails is specially designed to increase strength in both directions while resisting the twisting. This unique feature ensures greater security during extreme weather and a longer system lifetime. Compatible with Flat & Pitched Roofs Roof Mount utilizes XR Rails, along with optional all-in-one attachments, WRVHFXUHV\VWHPVXVK against residential roofs. Roof Mount utilizes XR Rails, along with optional all-in-one attachments, WRVHFXUHV\VWHPVXVK against residential roofs. Corrosion-Resistant Materials XR Rails are compatible with FlashFoot and other pitched roof attachments. IronRidge offers a range of tilt leg RSWLRQVIRU DW roof mounting applications. All XR Rails are made of marine-grade aluminum alloy, then protected with an DQRGL]HG QLVK$QRGL]LQJSUHYHQWVVXUIDFH and structural corrosion, while also providing a more attractive appearance. XR Rail Family 7KH;55DLO)DPLO\RIIHUVWKHVWUHQJWKRIDFXUYHGUDLOLQWKUHHWDUJHWHGVL]HV(DFKVL]HVXSSRUWVVSHFL F design loads, while minimizing material costs. Depending on your location, there is an XR Rail to match. © 2014 IronRidge, Inc. All rights reserved. Visit www.ironridge.com or call 1-800-227-9523 for more information. Version 1.10 Tech Brief Rail Selection The following table was prepared in compliance with applicable engineering codes and standards. Values are based on the following criteria: ASCE 7-10, Roof Zone 1, Exposure B, Roof Slope of 7 to 27 degrees and Mean %XLOGLQJ+HLJKWRIIW9LVLW,URQ5LGJHFRPIRUGHWDLOHGVSDQWDEOHVDQGFHUWL FDWLRQV Load Rail Span Snow (PSF) Wind (MPH) 4’5’ 4” 6’ 8’ 10’ 12’ None 100 120 140 XR10 XR100 XR1000 160 10-20 100 120 140 160 30 100 160 40 100 160 50-70 160 80-90 160 XR100 XR100 is the ultimate residential mounting rail. It supports a range of wind and snow conditions, while also maximizing spans. • 8’ spanning capability • Heavy load capability • &OHDU EODFNDQRGL]HGQLVK • Internal splices available XR10 ;5LVDVOHHNORZSUR OHPRXQWLQJ rail, perfectly matched to regions without snow. It achieves 6 foot spans, while also staying light and economical. • 6’ spanning capability • Moderate load capability • &OHDUDQRGL]HGQLVK • Internal splices available XR1000 XR1000 is a heavyweight among solar mounting rails. It’s built to handle extreme climates and spans 12 feet or more for commercial applications. • 12’ spanning capability • Extreme load capability • &OHDUDQRGL]HGQLVK • Internal splices available 1621 W Avalon Ave08/07/23 25800 Commercentre Drive Lake Forest, CA 92630 USA Telephone: 949.448.4100 Facsimile: 949.448.4111 www.intertek.com Test Verification of Conformity This Verification is for the exclusive use of Intertek's client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this Verification. Only the Client is authorized to permit copying or distribution of this Verification. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. The observations and test/inspection results referenced in this Verification are relevant only to the sample tested/inspected. This Verification by itself does not imply that the material, product, or service is or has ever been under an Intertek certification program. GFT-OP-11a (24-MAR-2014) Signature: Name: Nalini Mandadi Position: Project Engineer Date: 11/14/2014 In the basis of the tests undertaken, the sample(s) of the below product have been found to comply with the requirements of the referenced specifications at the time the tests were carried out. Applicant Name & Address: IronRidge, Inc. 1495 Zephyr Ave. Hayward, CA 94544 Product Description: XR Rails with Integrated Grounding. Ratings & Principle Characteristics: Fire Class Resistance Rating: - Class A for Steep Slope Flush-Mount (symmetrical) Applications when using Type 1 and Type 2, Listed Photovoltaic Module. - Class A for Low Slope Flush-Mount and Tilt-Mount (symmetrical and asymmetrical) Applications when using Type 1, Listed Photovoltaic Module. Models:51-61GD-005, 51-61GD-005B, 51-5000-001, and 51-65-001 Brand Name:N/A Relevant Standards:UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate Photovoltaic Modules and Panels, Issue Number: 1, October 4, 2010 Verification Issuing Office: Intertek Testing Services NA, Inc. 25800 Commercentre Dr. Lake Forest, CA 92630 Date of Tests: 08/27/2014 to 01/07/2015 Test Report Number(s): 101541132LAX-002 This verification is part of the full test report(s) and should be read in conjunction with them. This report does not automatically imply product certification. Completed by:Amar Kacel Reviewed by: Andrew Koretoff Title:PV Engineer Title: Reviewer Signature:Signature: Date: 01/16/2015 Date: 01/16/2015 1621 W Avalon Ave08/07/23 © 2022 IronRidge,Inc. CAFlush MountSystemCertification Letter -1 28357 Industrial Blvd. Hayward, CA 94545 1-800-227-9523 IronRidge.com Attn:6HDQ0F'RQDOG,C(O,IronRidge Inc. Date: November16th, 2022 Re: Structural Certification and Span Tables for the IronRidge Flush Mount System This letter addresses the structural performance and code compliance of IronRidges Flush Mount System. The contents of the letter shall be read in its entirety before applying to any project design. The Flush Mount System is a proprietary rooftop mounting system used to supportphotovoltaic (PV) modules installed in portrait or landscape orientation and set parallel to the underlying roof surface. PV modules are supported by extruded aluminumXR Rails and secured to the rails with IronRidge mounting clamps. The XR Rails are side mounted to a selected roof attachment with 3/8 stainless steel bonding hardware and then attached directly to the roof structure or to a stanchion that is fastened to the underlying roof structure. Assembly details of a typical Flush Mount installation and its core components are shown in Exhibit EX-0015. The IronRidge Flush Mount System is designed and certified to the structural requirements of the reference standards listed below, for the load conditions and configurations tabulated in the attached span tables. ASCE/SEI 7-16 Minimum Design Loads for Buildings and Other Structures (ASCE 7-16) 2021 International Building Code (IBC-2021) 2022 California Building Code (CBC-2022) 2020 Aluminum Design Manual (ADM-2020) Report SEAOC (Structural Engineer Association of California) PV2-2017 Wind Design for Solar Arrays The tables included in this letter provide the maximum allowable spans of XR Rails in the Flush Mount System for the respective loads and configurations listed, covering wind exposure categories B, C, & D, roof zones provided in ASCE 7-16 for gable & hip roof profiles, and roof slopes of 8° to 45°. The tabulated spans are applicable when the following conditions are met: 1. Span is the distance between two adjacent roof attachment points (measured at the center of the attachmentfastener). 2. Each module shall be supported by 2 rails (2 rail system) or 3 rails (3 rail system). Spans are calculated based on 2 rail systems, and conservatively deemed acceptable for 3 rail systems. 3. The underlying roof slope, measured between the roof surface and horizontal plane, is 8º to 45º. 4. The mean roof height, defined as the average of the roof eave height and the roof ridge height measured fromgrade, does not exceed 30 feet. 5. A clearance from the underside of the array to the roof surface of 2 minimum shall be provided and the height of the array, the distance from the module top surface to the roof surface (defined as h 2), shall not exceed 10. 6. Module length and area shall not exceed the maximum values listed on the respective span tables. 7. All Flush Mount components shall be installed in a professional workmanlike manner per IronRidges Flush Mount Installation Manual and other applicable standards for the general roof construction practice. © 2022 IronRidge,Inc. CAFlush MountSystemCertification Letter -2 28357 Industrial Blvd. Hayward, CA 94545 1-800-227-9523 IronRidge.com The parameters and adjustments allowed in the span tables are defined as the following: 1. The Flush Mount System is designed as a Risk Category II structure as defined by ASCE 7-16 Table 1.5-1. 2. Wind speed shall conform to ASCE 7-16 Fig. 26.5-1B (for Risk Category II) and applicable state & local county/city amendments to the IBC. No special wind topographic features are included and both topographic coefficient (Kzt) and wind ground elevation factor (Ke) are taken as 1.0. 3. Snow load used in the span tables is the ground snow and shall conform to ASCE 7-16 Fig. 7.2-1 and applicable state & local county/city amendments to the IBC. If the local jurisdiction specified snow load is in the format of a flat roof snow, it shall first be converted to a ground snow following the local building code/ amendments before the application of the attached span tables. No special snow conditions are considered including unbalanced, drifting, sliding, retention, or ponding snow. No rain-on-snow surcharge load is considered. The span tables do not apply to buildings which are intentionally kept below freezing, kept just above freezing, or unheated. 4. The span tables reflect the ASCE 7 prescribed earthquake loads with the maximum magnitudes being: (a)For ground snow no greater than 42psf: S s 2.0g for Site Class A, B, C,& D. (b)For ground snow greater than 65psf: S s 1.0g for Site Class A, B, C,& D. (c)For ground snow between 42 and 65psf: S s 1.5g for Site Class A, B, C, & D. 5. Roof zones are defined by ASCE 7-16 Figure 30.3-2A to Figure 30.3-2I and are organized into three groups in which the zones share the same External Pressure Coefficients (GCp). Roof zones comprising each group along with each roof zones size and location are depicted in Figures 2 and 3 below each span table. 6. The maximum rail cantilever length, measured from the rail end to the nearest attachment point,shall be the lesser of the following two conditions: 40% of the allowable span provided for the respective load & configuration condition from the span tables, or 36. 7. Allowable span length in the charts may be multiplied by a factor of 1.08 if the rails are continuous over a minimum of three spans. 8. No splices are allowed in the rail cantilever. For each XR splice type install per the following requirements: a) XR Bonded Splice cannot be installed in the center 1/3 of interior spans, or the outer 2/3 of end spans. b) BOSS Splice can be installed at any location within a span. 9. Shaded cells of the span tables indicate conditions in which UFO Mid Clamp connection capacity is exceeded. If such conditions are encountered contact techsupport@ironridge.com. 1621 W Avalon Ave08/07/23 © 2022 IronRidge,Inc. CAFlush MountSystemCertification Letter -3 28357 Industrial Blvd. Hayward, CA 94545 1-800-227-9523 IronRidge.com 10. Systems using CAMO module clamps shall be installed with the following guidance: a) For single module installations (orphan modules) using modules with a length greater than 67.5, CAMO clamps shall not be installed in regions that experience ground snow loads of 70psf and greater. Such scenarios are shown by asterisks in the applicable span tables. b) CAMO will function within a modules design load ratings. Be sure the specific module being used with CAMO meets the dimensional requirements shown in the figure below and that the module selected is suitable for the environmental conditions of a particular project. Figure 1: CAMO Module Frame Dimensional Requirements Span valuesfor Exposed and Edge module conditions, as defined below, are included in the attached span tables and shall be used when each condition exists. The maximum allowable span for Exposed or Edge modules shall be the lesser of the following two: (1) The span value for the Exposed or Edge module condition; (2) The span value determined by site wind speed and ground snow load. Additionally, irrespective of the lesser span, the shaded cells for the Exposed and Edge module conditions which reflect the UFO clamp usage limitation detailed in note 9 of page 2 shall apply to the respective condition. 1. Exposed Module conditions: A module is defined as Exposed (per Section 29.4.4 of ASCE 7-16) if the distance from any of its free edges (an edge with no connectivity to other modules) to its facing roof edge (such as eave, ridge, rake, or hip) is greater than 0.5h (h is ASCE defined building height) AND if the distance from its free edge to any other adjacent array or panel is greater than 4 feet. The allowable spans and cantilever shall only be applied to the portion of rail directly under Exposed Modules. 2. Edge Module conditions: A module is defined as an Edge Module when its distance from any side of the module to its facing perimeter roof edge (such as eave, ridge, rake, or hip) is less than 2 times the heightof the array (2h 2) where h2 is measured fromthe roof surface to the top surface of the module. The allowable spans and cantilever shall only be applied to the portion of rail directly under Edge Modules. 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ϰ Ϭ ϯ ϵ ϯ ϴ ϯ ϴ ϯ ϴ ϯ ϴ ϯ ϲ Ϯ ϲ ϯ Ϯ Ϯ ϴ ϭ ϵ ϴͲ Ϯ Ϭ ϰ ϯ ϯ ϰ Ϯ ϴ ϰ ϯ ϯ ϰ Ϯ ϴ ϰ ϯ ϯ ϰ Ϯ ϴ ϰ ϯ ϯ ϰ Ϯ ϴ ϰ ϯ ϯ ϰ Ϯ ϴ ϰ ϯ ϯ ϰ Ϯ ϴ ϰ ϯ ϯ ϰ Ϯ ϴ ϰ ϯ ϯ ϰ Ϯ ϴ ϰ ϯ ϯ ϰ Ϯ ϴ ϰ Ϭ ϯ ϰ Ϯ ϴ ϯ ϵ ϯ ϰ Ϯ ϴ ϯ ϳ ϯ ϰ Ϯ ϴ ϯ ϱ ϯ ϰ Ϯ ϴ ϯ ϰ Ϯ Ϯ ϭ ϵ Ϯ ϲ ϭ ϳ ϭ ϰ Ϯϭ Ͳ Ϯ ϳ ϱ ϭ ϯ ϵ ϯ Ϯ ϱ ϭ ϯ ϵ ϯ Ϯ ϱ ϭ ϯ ϵ ϯ Ϯ ϱ ϭ ϯ ϵ ϯ Ϯ ϱ ϭ ϯ ϵ ϯ Ϯ ϱ ϭ ϯ ϵ ϯ Ϯ ϱ Ϭ ϯ ϵ ϯ Ϯ ϰ ϴ ϯ ϵ ϯ Ϯ ϰ ϰ ϯ ϵ ϯ Ϯ ϰ Ϯ ϯ ϵ ϯ Ϯ ϰ Ϭ ϯ ϵ ϯ Ϯ ϯ ϴ ϯ ϴ ϯ Ϯ ϯ ϳ ϯ ϳ ϯ Ϯ ϰ ϭ Ϯ ϳ ϭ ϵ ϯ ϱ Ϯ ϭ ϭ ϰ Ϯϴ Ͳ ϰ ϱ ϰ ϱ ϰ ϯ ϯ ϴ ϰ ϱ ϰ ϯ ϯ ϴ ϰ ϱ ϰ ϯ ϯ ϴ ϰ ϱ ϰ ϯ ϯ ϴ ϰ ϱ ϰ ϯ ϯ ϴ ϰ ϱ ϰ ϯ ϯ ϴ ϰ ϱ ϰ ϯ ϯ ϴ ϰ ϱ ϰ ϯ ϯ ϴ ϰ ϯ ϰ ϯ ϯ ϴ ϰ Ϯ ϰ Ϯ ϯ ϴ ϰ Ϭ ϰ Ϭ ϯ ϴ ϯ ϵ ϯ ϵ ϯ ϴ ϯ ϴ ϯ ϴ ϯ ϴ ϯ ϳ ϯ ϰ Ϯ ϰ Ϯ ϵ Ϯ ϲ ϭ ϴ с ŵ ŝ Ŷ ϳ Ϯ Η Ɛ Ɖ Ă Ŷ с ŵ ŝ Ŷ ϲ ϰ Η Ɛ Ɖ Ă Ŷ с ŵ ŝ Ŷ ϰ ϴ Η Ɛ Ɖ Ă Ŷ Zs Ϭ Ϯ ͬ Ϭ ϵ ͬ Ϯ Ϭ Ϯ ϭ с ^ Ś Ă Ě Ğ Ě Đ Ğ ů ů Ɛ ŝ Ŷ Ě ŝ Đ Ă ƚ Ğ Đ Ž Ŷ Ě ŝ ƚ ŝ Ž Ŷ Ɛ ŝ Ŷ ǁ Ś ŝ Đ Ś h & K D ŝ Ě ů Ă ŵ Ɖ Đ Ž Ŷ Ŷ Ğ Đ ƚ ŝ Ž Ŷ Đ Ă Ɖ Ă Đ ŝ ƚ Ǉ ŝ Ɛ Ğ ǆ Đ Ğ Ğ Ě Ğ Ě ͘ ^ Ğ Ğ E Ž ƚ Ğ ϵ Ž Ŷ Ɖ Ă Ő Ğ Ϯ Ĩ Ž ƌ Ě Ğ ƚ Ă ŝ ů Ɛ ͘ ϭϳ Ϭ ŵƉ Ś ϭϳ ϱ ŵƉ Ś ϭϴ Ϭ ŵƉ Ś ϭϭ ϱ ŵƉ Ś ϭϮ Ϭ ŵƉ Ś ϭϯ Ϭ ŵƉ Ś ϭϰ Ϭ ŵƉ Ś ϭϱ Ϭ ŵƉ Ś ϭϲ Ϭ ŵƉ Ś ϭϭ Ϭ ŵƉ Ś ϲϬ Ɖ Ɛ Ĩ ϳϬ Ɖ Ɛ Ĩ ϴϬ Ɖ Ɛ Ĩ ϵϬ Ɖ Ɛ Ĩ ϵϬ ŵƉ Ś ϵϱ ŵƉ Ś ϭϬ Ϭ ŵƉ Ś ϭϬ ϱ ŵƉ Ś ǆ Ɖ Ž Ɛ Ğ Ě D Ž Ě ͘ Ě Ő Ğ D Ž Ě ͘ 'Ă ď ů Ğ Z Ž Ž Ĩ & ů Ƶ Ɛ Ś D Ž Ƶ Ŷ ƚ ^ Ǉ Ɛ ƚ Ğ ŵ ^ Ɖ Ă Ŷ d Ă ď ů Ğ ; ŝ Ŷ Đ Ś Ğ Ɛ Ϳ Ͳ W Ž ƌ ƚ ƌ Ă ŝ ƚ Ž ƌ > Ă Ŷ Ě Ɛ Đ Ă Ɖ Ğ / Ŷ Ɛ ƚ Ă ů ů Ă ƚ ŝ Ž Ŷ DĂ ǆ D Ž Ě Ƶ ů Ğ > Ğ Ŷ Ő ƚ Ś ͗ ϲ ϳ ͘ ϱ Η ͕ D Ă ǆ D Ž Ě Ƶ ů Ğ ^ & ͗ Ϯ ϭ ^ & ǆ Ɖ Ž Ɛ Ƶ ƌ Ğ ZĂ ŝ ů ͗ yZ ϭ Ϭ tŝ Ŷ Ě ^Ɖ Ğ Ğ Ě ;ŵ Ɖ Ś Ϳ ZŽ Ž Ĩ ^ů Ž Ɖ Ğ ;Ě Ğ Ő ͘ Ϳ 'ƌ Ž Ƶ Ŷ Ě ^ Ŷ Ž ǁ ͗ Ϭ Ɖ Ɛ Ĩ ϭϬ Ɖ Ɛ Ĩ ϮϬ Ɖ Ɛ Ĩ ϯϬ Ɖ Ɛ Ĩ ϰϬ Ɖ Ɛ Ĩ ϱϬ Ɖ Ɛ Ĩ ϭϮ Ϭ Ɖ Ɛ Ĩ ϭϬ Ϭ Ɖ Ɛ Ĩ ϭϭ Ϭ Ɖ Ɛ Ĩ 'ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' 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Ɛ Ɖ Ă Ŷ с ŵ ŝ Ŷ ϰ ϴ Η Ɛ Ɖ Ă Ŷ Ύ с E Ž ƚ Ğ ͗ Ă Ě Ě ŝ ƚ ŝ Ž Ŷ Ă ů ŝ Ŷ Ɛ ƚ Ă ů ů Ă ƚ ŝ Ž Ŷ ƌ Ğ Ƌ Ƶ ŝ ƌ Ğ ŵ Ğ Ŷ ƚ Ĩ Ž ƌ D K ŵ Ž Ě Ƶ ů Ğ Đ ů Ă ŵ Ɖ ͘ ^ Ğ Ğ E Ž ƚ Ğ ϭ Ϭ Ž Ŷ W Ă Ő Ğ ϯ Ĩ Ž ƌ Ě Ğ ƚ Ă ŝ ů Ɛ ͘ Z s Ϭ Ϯ ͬ Ϭ ϵ ͬ Ϯ Ϭ Ϯ ϭ с ^ Ś Ă Ě Ğ Ě Đ Ğ ů ů Ɛ ŝ Ŷ Ě ŝ Đ Ă ƚ Ğ Đ Ž Ŷ Ě ŝ ƚ ŝ Ž Ŷ Ɛ ŝ Ŷ ǁ Ś ŝ Đ Ś h & K D ŝ Ě ů Ă ŵ Ɖ Đ Ž Ŷ Ŷ Ğ Đ ƚ ŝ Ž Ŷ Đ Ă Ɖ Ă Đ ŝ ƚ Ǉ ŝ Ɛ Ğ ǆ Đ Ğ Ğ Ě Ğ Ě ͘ ^ Ğ Ğ E Ž ƚ Ğ ϵ Ž Ŷ Ɖ Ă Ő Ğ Ϯ Ĩ Ž ƌ Ě Ğ ƚ Ă ŝ ů Ɛ ͘ ϭϳ Ϭ ŵƉ Ś ϭϳ ϱ ŵƉ Ś ϭϴ Ϭ ŵƉ Ś ϭϭ ϱ ŵƉ Ś ϭϮ Ϭ ŵƉ Ś ϭϯ Ϭ ŵƉ Ś ϭϰ Ϭ ŵƉ Ś ϭϱ Ϭ ŵƉ Ś ϭϲ Ϭ ŵƉ Ś ϭϭ Ϭ ŵƉ Ś ϲϬ Ɖ Ɛ Ĩ ϳϬ Ɖ Ɛ Ĩ Ύ ϴϬ Ɖ Ɛ Ĩ Ύ ϵϬ Ɖ Ɛ Ĩ Ύ ϵϬ ŵƉ Ś ϵϱ ŵƉ Ś ϭϬ Ϭ ŵƉ Ś ϭϬ ϱ ŵƉ Ś ǆ Ɖ Ž Ɛ Ğ Ě D Ž Ě ͘ Ě Ő Ğ D Ž Ě ͘ 'Ă ď ů Ğ Z Ž Ž Ĩ & ů Ƶ Ɛ Ś D Ž Ƶ Ŷ ƚ ^ Ǉ Ɛ ƚ Ğ ŵ ^ Ɖ Ă Ŷ d Ă ď ů Ğ ; ŝ Ŷ Đ Ś Ğ Ɛ Ϳ Ͳ W Ž ƌ ƚ ƌ Ă ŝ ƚ Ž ƌ > Ă Ŷ Ě Ɛ Đ Ă Ɖ Ğ / Ŷ Ɛ ƚ Ă ů ů Ă ƚ ŝ Ž Ŷ DĂ ǆ D Ž Ě Ƶ ů Ğ > Ğ Ŷ Ő ƚ Ś ͗ ϴ Ϭ Η ͕ D Ă ǆ D Ž Ě Ƶ ů Ğ ^ & ͗ Ϯ ϰ ^ & ǆ Ɖ Ž Ɛ Ƶ ƌ Ğ ZĂ ŝ ů ͗ yZ ϭ Ϭ tŝ Ŷ Ě ^Ɖ Ğ Ğ Ě ;ŵ Ɖ Ś Ϳ ZŽ Ž Ĩ ^ů Ž Ɖ Ğ ;Ě Ğ Ő ͘ Ϳ 'ƌ Ž Ƶ Ŷ Ě ^ Ŷ Ž ǁ ͗ Ϭ Ɖ Ɛ Ĩ ϭϬ Ɖ Ɛ Ĩ ϮϬ Ɖ Ɛ Ĩ ϯϬ Ɖ Ɛ Ĩ ϰϬ Ɖ Ɛ Ĩ ϱϬ Ɖ Ɛ Ĩ ϭϮ Ϭ Ɖ Ɛ Ĩ Ύ ϭϬ Ϭ Ɖ Ɛ Ĩ Ύ ϭϭ Ϭ Ɖ Ɛ Ĩ Ύ 1621 W Avalon Ave08/07/23 'ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ϴͲ Ϯ Ϭ ϴ Ϯ ϳ ϰ ϲ ϲ ϳ Ϯ ϳ Ϯ ϲ ϲ ϱ ϴ ϱ ϴ ϱ ϴ ϱ ϳ ϱ ϳ ϱ ϳ ϱ Ϯ ϱ Ϯ ϱ Ϯ ϰ ϴ ϰ ϴ ϰ ϴ ϰ ϯ ϰ ϯ ϰ ϯ ϰ Ϭ ϰ Ϭ ϰ Ϭ ϯ ϴ ϯ ϴ ϯ ϴ ϯ ϲ ϯ ϲ ϯ ϲ ϯ ϰ ϯ ϰ ϯ ϰ ϯ ϯ ϯ ϯ ϯ ϯ ϯ Ϯ ϯ Ϯ ϯ Ϯ ϲ ϳ ϱ ϳ ϱ ϭ ϱ ϱ ϰ ϴ ϰ Ϯ Ϯϭ Ͳ Ϯ ϳ ϴ ϭ ϴ ϭ ϳ ϱ ϲ ϵ ϲ ϵ ϲ ϵ ϱ ϴ ϱ ϴ ϱ ϴ ϱ ϴ ϱ ϴ ϱ ϴ ϱ ϯ ϱ ϯ ϱ ϯ ϰ ϴ ϰ ϴ ϰ ϴ ϰ ϰ ϰ ϰ ϰ ϰ ϰ ϭ ϰ ϭ ϰ ϭ ϯ ϵ ϯ ϵ ϯ ϵ ϯ ϳ ϯ ϳ ϯ ϳ ϯ ϱ ϯ ϱ ϯ ϱ ϯ ϰ ϯ ϰ ϯ ϰ ϯ Ϯ ϯ Ϯ ϯ Ϯ ϳ ϵ ϲ ϰ ϱ ϳ ϲ ϰ ϱ ϭ ϰ ϴ Ϯϴ Ͳ ϰ ϱ 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ŵ ŝ Ŷ ϲ ϰ Η Ɛ Ɖ Ă Ŷ с ŵ ŝ Ŷ ϰ ϴ Η Ɛ Ɖ Ă Ŷ Z s Ϭ Ϯ ͬ Ϭ ϵ ͬ Ϯ Ϭ Ϯ ϭ с ^ Ś Ă Ě Ğ Ě Đ Ğ ů ů Ɛ ŝ Ŷ Ě ŝ Đ Ă ƚ Ğ Đ Ž Ŷ Ě ŝ ƚ ŝ Ž Ŷ Ɛ ŝ Ŷ ǁ Ś ŝ Đ Ś h & K D ŝ Ě ů Ă ŵ Ɖ Đ Ž Ŷ Ŷ Ğ Đ ƚ ŝ Ž Ŷ Đ Ă Ɖ Ă Đ ŝ ƚ Ǉ ŝ Ɛ Ğ ǆ Đ Ğ Ğ Ě Ğ Ě ͘ ^ Ğ Ğ E Ž ƚ Ğ ϵ Ž Ŷ Ɖ Ă Ő Ğ Ϯ Ĩ Ž ƌ Ě Ğ ƚ Ă ŝ ů Ɛ ͘ ǆ Ɖ Ž Ɛ Ğ Ě D Ž Ě ͘ Ě Ő Ğ D Ž Ě ͘ ,ŝ Ɖ Z Ž Ž Ĩ & ů Ƶ Ɛ Ś D Ž Ƶ Ŷ ƚ ^ Ǉ Ɛ ƚ Ğ ŵ ^ Ɖ Ă Ŷ d Ă ď ů Ğ ; ŝ Ŷ Đ Ś Ğ Ɛ Ϳ Ͳ W Ž ƌ ƚ ƌ Ă ŝ ƚ Ž ƌ > Ă Ŷ Ě Ɛ Đ Ă Ɖ Ğ / Ŷ Ɛ ƚ Ă ů ů Ă ƚ ŝ Ž Ŷ DĂ ǆ D Ž Ě Ƶ ů Ğ > Ğ Ŷ Ő ƚ Ś ͗ ϲ ϳ ͘ ϱ Η ͕ D Ă ǆ D Ž Ě Ƶ ů Ğ ^ & ͗ Ϯ ϭ ^ & ǆ Ɖ Ž Ɛ Ƶ ƌ Ğ ZĂ ŝ ů ͗ yZ ϭ Ϭ tŝ Ŷ Ě ^Ɖ Ğ Ğ Ě ;ŵ Ɖ Ś Ϳ ZŽ Ž Ĩ ^ů Ž Ɖ Ğ ;Ě Ğ Ő ͘ Ϳ 'ƌ Ž Ƶ Ŷ Ě ^ Ŷ Ž ǁ ͗ Ϭ Ɖ Ɛ Ĩ ϭϬ Ɖ Ɛ Ĩ ϮϬ Ɖ Ɛ Ĩ ϯϬ Ɖ Ɛ Ĩ ϰϬ Ɖ Ɛ Ĩ ϱϬ Ɖ Ɛ Ĩ ϭϮ Ϭ Ɖ Ɛ Ĩ ϭϬ Ϭ Ɖ Ɛ Ĩ ϭϭ Ϭ Ɖ Ɛ Ĩ ϭϭ Ϭ ŵƉ Ś ϲϬ Ɖ Ɛ Ĩ ϳϬ Ɖ Ɛ Ĩ ϴϬ Ɖ Ɛ Ĩ ϵϬ Ɖ Ɛ Ĩ ϵϬ ŵƉ Ś ϵϱ ŵƉ Ś ϭϬ Ϭ ŵƉ Ś ϭϬ ϱ ŵƉ Ś ϭϳ Ϭ ŵƉ Ś ϭϳ ϱ ŵƉ Ś ϭϴ Ϭ ŵƉ Ś ϭϭ ϱ ŵƉ Ś ϭϮ Ϭ ŵƉ Ś ϭϯ Ϭ ŵƉ Ś ϭϰ Ϭ ŵƉ Ś ϭϱ Ϭ ŵƉ Ś ϭϲ Ϭ ŵƉ Ś 'ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ 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Ϭ ϰ Ϭ ϱ Ϭ ϰ Ϭ ϰ Ϭ ϰ ϴ ϰ Ϭ ϰ Ϭ ϰ ϰ ϰ Ϭ ϰ Ϭ ϰ Ϯ ϰ Ϭ ϰ Ϭ ϰ Ϭ ϰ Ϭ ϰ Ϭ ϯ ϴ ϯ ϴ ϯ ϴ ϯ ϳ ϯ ϳ ϯ ϳ ϯ ϱ ϯ ϱ ϯ ϱ ϯ ϰ ϯ ϰ ϯ ϰ ϯ ϵ Ϯ ϵ Ϯ ϵ ϯ Ϯ Ϯ Ϯ Ϯ Ϯ Ϯϴ Ͳ ϰ ϱ ϰ ϴ ϰ Ϯ ϯ ϯ ϰ ϴ ϰ Ϯ ϯ ϯ ϰ ϴ ϰ Ϯ ϯ ϯ ϰ ϴ ϰ Ϯ ϯ ϯ ϰ ϴ ϰ Ϯ ϯ ϯ ϰ ϴ ϰ Ϯ ϯ ϯ ϰ ϴ ϰ Ϯ ϯ ϯ ϰ ϰ ϰ Ϯ ϯ ϯ ϰ Ϯ ϰ Ϯ ϯ ϯ ϰ Ϭ ϰ Ϭ ϯ ϯ ϯ ϵ ϯ ϵ ϯ ϯ ϯ ϳ ϯ ϳ ϯ ϯ ϯ ϲ ϯ ϲ ϯ ϯ ϯ ϳ Ϯ ϵ ϭ ϴ Ϯ ϵ ϭ ϵ ϭ Ϯ с ŵ ŝ Ŷ ϳ Ϯ Η Ɛ Ɖ Ă Ŷ с ŵ ŝ Ŷ ϲ ϰ Η Ɛ Ɖ Ă Ŷ с ŵ ŝ Ŷ ϰ ϴ Η Ɛ Ɖ Ă Ŷ Ύ с E Ž ƚ Ğ ͗ Ă Ě Ě ŝ ƚ ŝ Ž Ŷ Ă ů ŝ Ŷ Ɛ ƚ Ă ů ů Ă ƚ ŝ Ž Ŷ ƌ Ğ Ƌ Ƶ ŝ ƌ Ğ ŵ Ğ Ŷ ƚ Ĩ Ž ƌ D K ŵ Ž Ě Ƶ ů Ğ Đ ů Ă ŵ Ɖ ͘ ^ Ğ Ğ E Ž ƚ Ğ ϭ Ϭ Ž Ŷ W Ă Ő Ğ ϯ Ĩ Ž ƌ Ě Ğ ƚ Ă ŝ ů Ɛ ͘ Z s Ϭ Ϯ ͬ Ϭ ϵ ͬ Ϯ Ϭ Ϯ ϭ с ^ Ś Ă Ě Ğ Ě Đ Ğ ů ů Ɛ ŝ Ŷ Ě ŝ Đ Ă ƚ Ğ Đ Ž Ŷ Ě ŝ ƚ ŝ Ž Ŷ Ɛ ŝ Ŷ ǁ Ś ŝ Đ Ś h & K D ŝ Ě ů Ă ŵ Ɖ Đ Ž Ŷ Ŷ Ğ Đ ƚ ŝ Ž Ŷ Đ Ă Ɖ Ă Đ ŝ ƚ Ǉ ŝ Ɛ Ğ ǆ Đ Ğ Ğ Ě Ğ Ě ͘ ^ Ğ Ğ E Ž ƚ Ğ ϵ Ž Ŷ Ɖ Ă Ő Ğ Ϯ Ĩ Ž ƌ Ě Ğ ƚ Ă ŝ ů Ɛ ͘ ϭϳ Ϭ ŵƉ Ś ϭϳ ϱ ŵƉ Ś ϭϴ Ϭ ŵƉ Ś ϭϭ ϱ ŵƉ Ś ϭϮ Ϭ ŵƉ Ś ϭϯ Ϭ ŵƉ Ś ϭϰ Ϭ ŵƉ Ś ϭϱ Ϭ ŵƉ Ś ϭϲ Ϭ ŵƉ Ś ϭϭ Ϭ ŵƉ Ś ϲϬ Ɖ Ɛ Ĩ ϳϬ Ɖ Ɛ Ĩ Ύ ϴϬ Ɖ Ɛ Ĩ Ύ ϵϬ Ɖ Ɛ Ĩ Ύ ϵϬ ŵƉ Ś ϵϱ ŵƉ Ś ϭϬ Ϭ ŵƉ Ś ϭϬ ϱ ŵƉ Ś ǆ Ɖ Ž Ɛ Ğ Ě D Ž Ě ͘ Ě Ő Ğ D Ž Ě ͘ ,ŝ Ɖ Z Ž Ž Ĩ & ů Ƶ Ɛ Ś D Ž Ƶ Ŷ ƚ ^ Ǉ Ɛ ƚ Ğ ŵ ^ Ɖ Ă Ŷ d Ă ď ů Ğ ; ŝ Ŷ Đ Ś Ğ Ɛ Ϳ Ͳ W Ž ƌ ƚ ƌ Ă ŝ ƚ Ž ƌ > Ă Ŷ Ě Ɛ Đ Ă Ɖ Ğ / Ŷ Ɛ ƚ Ă ů ů Ă ƚ ŝ Ž Ŷ DĂ ǆ D Ž Ě Ƶ ů Ğ > Ğ Ŷ Ő ƚ Ś ͗ ϴ Ϭ Η ͕ D Ă ǆ D Ž Ě Ƶ ů Ğ ^ & ͗ Ϯ ϰ ^ & ǆ Ɖ Ž Ɛ Ƶ ƌ Ğ ZĂ ŝ ů ͗ yZ ϭ Ϭ tŝ Ŷ Ě ^Ɖ Ğ Ğ Ě ;ŵ Ɖ Ś Ϳ ZŽ Ž Ĩ ^ů Ž Ɖ Ğ ;Ě Ğ Ő ͘ Ϳ 'ƌ Ž Ƶ Ŷ Ě ^ Ŷ Ž ǁ ͗ Ϭ Ɖ Ɛ Ĩ ϭϬ Ɖ Ɛ Ĩ ϮϬ Ɖ Ɛ Ĩ ϯϬ Ɖ Ɛ Ĩ ϰϬ Ɖ Ɛ Ĩ ϱϬ Ɖ Ɛ Ĩ ϭϮ Ϭ Ɖ Ɛ Ĩ Ύ ϭϬ Ϭ Ɖ Ɛ Ĩ Ύ ϭϭ Ϭ Ɖ Ɛ Ĩ Ύ 1621 W Avalon Ave08/07/23 'ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ' ƌ Ž Ƶ Ɖ ϭ ' ƌ Ž Ƶ Ɖ Ϯ ' ƌ Ž Ƶ Ɖ ϯ ϴͲ Ϯ Ϭ ϴ Ϯ ϴ ϭ ϳ ϴ ϳ Ϯ ϳ Ϯ 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Bidwell St, Ste 100, Folsom, CA 95630 - sales@solarhooks.com CMP-KT Part # 6005 - T5 Aluminum Painted Black Length: 305mm Width: 205mm Thickness: 1mm #14 lag screw with SS EPDM bonded washer Proprietary EPDM Seal Solarhooks L-Foot #14 la EPDM Composition Flashing Kit PATENT PENDING CM P - K T I n s t a l l a t i o n I n s t r u c t i o n s Lo c a t e , i d e n t i f y , a n d m a r k th e r a f t e r s . Cl e a n d e b r i s a n d ﬁll t h e ho l e w i t h r o o ﬁng s e a l a n t . Us i n g t h e r o o ﬁng b a r , l i f t sh i n g l e a n d r e m o v e a n y na i l s a s n e e d e d . In s e r t ﬂas h i n g b e t w e e n 1 s t an d 2 n d c o u r s e o f s h i n g l e s , an d m a r k f o r d r i l l i n g us i n g 3 / 1 6 b i t , d r i l l p i l o t ho l e . Sl i d e ﬂas h i n g i n t o p o s i t i o n . pl a c e L f o o t , a n d s e c u r e wi t h i n c l u d e d l a g s c r e w . 1 2 3 4 5 6 Re q u i r e d t o o l s : Ra f t e r l o c a t e r , Ch a l k , 3 / 1 6 d r i l l bi t , s e a l a n t , gr i n d e r . Yo u a r e n o w r e a d y t o mo u n t w i t h y o u r c h o i c e o f co m p a t i b l e r a c k i n g 1621 W Avalon Ave08/07/23 Embossed Corporate Seal Composition Flashing Kit and Steel Base Testing Report No. TT 516012A October 26, 2016 (REV 0.0) SOLARHOOKS.COM Submitted by: TERRAPIN TESTING 3206 LUYUNG DRIVE RANCHO CORDOVA, CALIFORNIA 95742-6830 PHONE [916] 853-9658 FAX [916] 853-9432 IAS, INC. NO. TL-159 Signed: Rick Cavanagh Title: Lab Manager Dated: ___October 26, 2016___ This Report is for the exclusive use of the Client named here- in. Terrapin Testing authorizes the Client to reproduce this report only if reproduced in its entirety. The results of testing in this report apply only to the samples supplied and under the stated conditions of testing. The hard copy of this report is the final copy, and supersedes any electronic versions of the same, in case of disputes. Composition Flashing Kit and Steel Base Report No. TT 516012A Page 2 of 17 Terrapin Testing Orig. Issue Date: 2016-10-26 Revision Date: 2016-10-26 Revision #: 0.0 Approval: RWC Report No. TT 516012A Table of Contents Main Report Report Cover 1 Table of Contents 2 Introduction 3 Report Identification 3 Sample Description 3 Results 4 Revisions Page 11 Appendix A - Parts Specifications 12 1621 W Avalon Ave08/07/23 Composition Flashing Kit and Steel Base Report No. TT 516012A Page 3 of 17 Terrapin Testing Orig. Issue Date: 2016-10-26 Revision Date: 2016-10-26 Revision #: 0.0 Approval: RWC 1.0 INTRODUCTION Solarhooks.com (SHD) contracted with Terrapin Testing (LAB) to perform tests, on its Composition Flashing Kit and Steel Base. The LAB performed tensile and compression tests at its facility in Rancho Cordova, California. Section 3.0 below describes the product configuration. 2.0 REPORT IDENTIFICATION This report titled "Composition Flashing Kit and Steel Base Testing," was prepared by the testing lab, Terrapin Testing, TL-159. The LAB is located at 3206 Luyung Drive, Rancho Cordova, California, 95742-6830. The LAB's unique job number, TT 516012A identifies this report. This report was prepared at the request of SHD. The proponent’s corporate offices and facility are located at 2795 E Bidwell Street, Suite 100, Folsom, California 95630. This report is issued as of the date on the report cover. The tests covered by this report were performed during the months of September and October 2016. Rick Cavanagh, LAB Manager, prepared this report and supervised the tests. His signature is on the report cover. 3.0 SAMPLE DESCRIPTION Flashing Kit: The Composition Flashing Kit consists of an aluminum L-foot, aluminum flashing shingle, EPDM washer and a 3/8-inch, #14 zinc plated lag screw with one EPDM backed stainless steel compression washer. Steel Base: The Steel Base consists of a 304 stainless steel base and two 3/8-inch, #14 zinc plated lag screws with EPDM backed stainless steel compression wash- ers. For the testing, the Steel Base had holes drilled on the entire length of the base. The production model will not include the last three rows of holes. Testing was performed using the fourth row of holes from the end, which simulates the last row of holes in the production Steel Base. The drawing within Appendix A shows what the production Steel Base will be. See product specifications within Appendix A. The LAB did not perform in- dependent verification of any mechanical properties. Composition Flashing Kit and Steel Base Report No. TT 516012A Page 4 of 17 Terrapin Testing Orig. Issue Date: 2016-10-26 Revision Date: 2016-10-26 Revision #: 0.0 Approval: RWC All of the tested components subjected to testing were selected by SHD and delivered to the LAB. The specimens were received in good condition, on September 2 and 28, 2016. 4.0 RESULTS Flashing Kit: The Composition Flashing Kit specimens were installed into a simulated 12”x12” roof deck and subjected to tensile (upward) loading and compres- sion (downward) loading. A 3/16” diameter lead hole was bored into the wood framing membrane prior to inserting each specimen. The simulated roof deck was fabricated by the LAB using Douglas Fir (DF) dimensional 2x4 lumber and 7/16” OSB (APA rated to PS-2 04). The typical flashing was placed on the deck with the hole placed over the predrilled hole in the OSB. The L-Foot was then placed over the hole and securely fastened to the flash- ing/roof by tightening the lag screw. Steel Base: The Steel Base configuration was adhered in a similar manner using two predrilled holes and two lag screws, attached directly to the OSB. The Steel Base configuration was subjected to tensile (upward) loading and compres- sion (downward) loading. The simulated roof deck used was approximately 36” with one section simulating studs 24” on center. The bracket was situ- ated for each test such that the testing was performed to impact the deck in the 24” on center section. In addition, two pieces of OSB were butted to- gether at the stud where the lag screws were attached in an attempt to sim- ulate the worst case situation. This setup is visible in the photos enclosed. During the tensile testing of the Steel Base, load was applied in 50 lb incre- ments, returning to zero after each, up to 400 lbs in order to measure per- manent deflection. After reaching 400 lbs, load was continuously applied until failure. Load application rates for all testing is indicated on Tables 1-4. A total of three (3) specimens were tested for each configuration and direc- tion of load. Figures 1 through 4 document the testing configuration. Ta- bles 1 through 4 report the results of all testing. 1621 W Avalon Ave08/07/23 Composition Flashing Kit and Steel Base Report No. TT 516012A Page 17 of 17 Terrapin Testing Orig. Issue Date: 2016-10-26 Revision Date: 2016-10-26 Revision #: 0.0 Approval: RWC Lag Screw 1621 W Avalon Ave08/07/23 © 2022 IRONRIDGE, INC. VERSION 3.6 FLUSH MOUNT INSTALLATION MANUAL - I INSTALLATION MANUAL FLUSH MOUNT INSTALLATION MANUAL CONTENTS © 2022 IRONRIDGE, INC. VERSION 3.6 FLUSH MOUNT INSTALLATION MANUAL - 1 DISCLAIMER 1 RATINGS 2 MARKINGS 2 ATTACHMENTS 3 COMPONENTS 4 1. ATTACH BASES 5 2. PLACE RAILS 5 3. SECURE LUGS 6 4. SECURE MODULES 6 CAMO 7 BONDING JUMPER 7 EXPANSION JOINTS 8 ELECTRICAL DIAGRAM 9 COMPOSITION SHINGLE 10-11 TILE 12-14 ADDITIONAL ROOF TYPES 14 LOW SLOPE ROOFS 15 CONDUIT PENETRATION 16 CONDUIT MOUNT 17 END CAPS 18 WIRE CLIPS 18 JAYBOX 18 MICROINVERTER KITS 19 SYSTEMS USING ENPHASE MICROINVERTERS OR SUNPOWER AC MODULES 19 SYSTEMS USING MICROSTORAGE PRODUCTS 20 FRAMELESS MODULE KITS 20 CONTOUR 21 MODULE COMPATIBILITY 22-27 FRAMELESS MODULE COMPATABILITY 28 DISCLAIMER This manual describes proper installation procedures and provides necessary standards required for product reliability. Warranty details are available on website. All installers must thoroughly read this manual and have a clear understanding of the installation procedures prior to installation. Failure to follow these guidelines may result in property damage, bodily injury or even death. IT IS THE INSTALLERS RESPONSIBILITY TO: Ensure safe installation of all electrical aspects of the array. All electrical installation and procedures should be conducted by a licensed and bonded electrician or solar contractor. Routine maintenance of a module or panel shall not involve breaking or disturbing the bonding path of the system. All work must comply with national, state and local installation procedures, product and safety standards. &RPSO\ZLWKDOODSSOLFDEOHORFDORUQDWLRQDOEXLOGLQJDQG¿UHFRGHVLQFOXGLQJDQ\WKDWPD\VXSHUVHGHWKLVPDQXDO Ensure all products are appropriate for the installation, environment, and array under the sites loading conditions. Use only IronRidge parts or parts recommended by IronRidge; substituting parts may void any applicable warranty. Review the Design Assistant and &HUWL¿FDWLRQ/HWWHUVWRFRQ¿UPGHVLJQVSHFL¿FDWLRQV Ensure provided information is accurate. Issues resulting from inaccurate information are the installers responsibility. Ensure bare copper grounding wire does not contact aluminum and zinc-plated steel components, to prevent risk of galvanic corrosion. If loose components or loose fasteners are found during periodic inspection, re-tighten immediately. Any components showing signs of corrosion or damage that compromise safety shall be replaced immediately. Provide an appropriate method of direct-to-earth grounding according to the latest edition of the National Electrical Code, including NEC 250: Grounding and Bonding, and NEC 690: Solar Photovoltaic Systems. Disconnect AC power before servicing or removing modules, AC modules, microinverters and power optimizers. Review module and any 3rd party manufacturers documentation for compatibility and compliance with warranty terms and conditions. 1621 W Avalon Ave08/07/23 © 2022 IRONRIDGE, INC. VERSION 3.6 FLUSH MOUNT INSTALLATION MANUAL - 2 RATINGS 3URGXFWPDUNLQJVDUHORFDWHGRQWKH*URXQGLQJ/XJEROW head. MARKINGS UL 2703 LISTED Conforms to STD UL 2703 Standard for Safety First Edition: Mounting Systems, Mounting Devices, Clamping/ Retention Devices, and Ground Lugs for Use with Flat-Plate Photovoltaic Modules and Panels Max Overcurrent Protective Device (OCPD) Rating: 40A Max Module Size: 30.5 ft² 0RGXOH2ULHQWDWLRQ3RUWUDLWRU/DQGVFDSH 6\VWHP'HVLJQ/RDG5DWLQJ36)GRZQZDUG36)XSZDUG36)ODWHUDO $FWXDOV\VWHPVWUXFWXUDOFDSDFLW\LQFOXGLQJVSDQVDQGFDQWLOHYHUVDUHGH¿QHGE\3(VWDPSHGFHUWL¿FDWLRQOHWWHUV. &$026SHFL¿F'HVLJQ/RDGUDWLQJ36)GRZQZDUG36)XSZDUG36)ODWHUDO &HUWL¿HGWR&6$7,/1R$3KRWRYROWDLF0RGXOH5DFNLQJ6\VWHPV /RDG5DWLQJ3$>36)@ CLASS A SYSTEM FIRE RATING PER UL 2703 $Q\5RRI6ORSHZLWK0RGXOH7\SHV $OORZHGZLWKDQ\URRIVORSH$Q\PRGXOHWRURRIJDSLV permitted, with no perimeter guarding required. 0RGXOH7\SHVDQG$OORZHGZLWK6WHHS6ORSH5RRIV$Q\PRGXOHWRURRIJDSLVSHUPLWWHGORZHGJH guarding (Trim) required &ODVV$UDWHG39V\VWHPVFDQEHLQVWDOOHGRQ&ODVV$%DQG&URRIVZLWKRXWDႇHFWLQJWKHURRI¿UHUDWLQJ CLASS B SYSTEM FIRE RATING PER UL 2703 0RGXOH7\SHVDQG$OORZHGZLWK6WHHS6ORSH5RRIV$Q\PRGXOHWRURRIJDSLVSHUPLWWHGZLWKQR perimeter guarding required WATER SEAL RATINGS: 8/)ODVKIRRW$OO7LOH+RRN.QRFNRXW7LOH)ODVKYXH/0RXQW 7$6$)ODVKIRRW$OO7LOH+RRN.QRFNRXW7LOH)ODVKYXH/0RXQW4EDVH Tested and evaluated without sealant. $Q\URR¿QJPDQXIDFWXUHUDSSURYHGVHDODQWLVDOORZHG5DWLQJVDSSOLFDEOHIRUURRIVORSHVEHWZHHQDQG STRUCTURAL CERTIFICATION 'HVLJQHGDQG&HUWL¿HGIRU&RPSOLDQFHZLWKWKH,QWHUQDWLRQDO%XLOGLQJ&RGH $6&(6(, FLORIDA PRODUCT APPROVAL #FL29843 &RQIRUPVWR7$67$6$ $SSURYHGIRULQVWDOODWLRQERWKLQVLGHDQGRXWVLGH+LJK9HORFLW\+XUULFDQH=RQHV+9+= $OORZDEOHGHVLJQSUHVVXUHXSWR36) Additional details and full list of approved components can be found +HUH © 2022 IRONRIDGE, INC. VERSION 3.6 FLUSH MOUNT INSTALLATION MANUAL - 3 ATTACHMENTS BONDING HARDWARE TORQUE VALUES Please refer to each attachment's individual section for full details on all torque values and instructions. ☐%RQGLQJ+DUGZDUH1XWV6RFNHWLQOEV ☐$OO7LOH+RRN&DUULDJH%ROWV6RFNHWLQOEV ☐)ODW5RRI$WWDFKPHQW1XWV´6RFNHWLQOEV ☐/\Q[6HW6FUHZ+H['ULYHLQOEV ☐/\Q[)ODQJH1XW6RFNHWLQOEV ➢If using previous version of Integrated Grounding Mid Clamps, End Clamps, Expansion Joints and for a list of approved 3rd party components please refer to Alternate Components Addendum (Version 1.9) ATTACHMENTS 40/0RXQWFlashVue 404XLFN+RRNDQG Flashing (optional) 404%DVH7LOH $OO7LOH+RRNDQG Flashing (optional) FlashFoot2 COMPOSITION SHINGLE TILE 407LOH5HSODFHPHQW 40&ODVVLF&RPS Mount404%DVH 404%DVH0RXQWFlat Roof Attachment LOW SLOPE ROOF 40&ODVVLF0RXQW Shake 404EDVH6KDNH Slate - Metal Shingle ADDITIONAL ROOF TYPES PRE-INSTALLATION ☐Verify module compatibility. See 3DJH for info. TOOLS REQUIRED ☐Cordless Drill (non-impact) ☐Impact Driver (for lag bolts) ☐Torque Wrench (0-250 in-lbs) ☐´Socket ☐6RFNHW ☐6RFNHW ☐'ULOO%LW ☐'ULOO%LW ☐'ULOO%LW ☐T30 Bit ☐&KDQQHO/RFN3OLHUV ☐#3 Phillips Bit ☐+H[%LW 40/\Q[0HWDO5RRI Attachment 407LOH&RQGXLW Penetration 40&RPSRVLWLRQ Conduit Penetration .QRFNRXW7LOH 1621 W Avalon Ave08/07/23 ©2022 IRONRIDGE, INC. VERSION 3.6 FLUSH MOUNT INSTALLATION MANUAL - 4 COMPONENTS BONDING HARDWARE TORQUE VALUES Please refer to each attachment's individual section for full details on all torque values and instructions. ☐8QLYHUVDO)DVWHQLQJ2EMHFW6RFNHWLQOEV ☐5DLO*URXQGLQJ/XJ1XW6RFNHWLQOEV ☐0RGXOH*URXQGLQJ/XJ1XW6RFNHWLQOEV ☐*URXQGLQJ/XJ7HUPLQDO6FUHZV6RFNHWLQOEV ☐([SDQVLRQ-RLQW1XWV6RFNHWLQOEV ☐0LFURLQYHUWHU.LW1XWV6RFNHWLQOEV ☐)UDPHOHVV0RGXOH.LW1XWV6RFNHWLQOEV ☐%RQGLQJ+DUGZDUH1XWV6RFNHWLQOEV ☐ Contour Clamp (T-30 Torx Bit): 80 in-lbs ➢ Unless otherwise noted, all components have been evaluated for multiple use. They can be uninstalled and reinstalled in the same or new location. COMPONENTS XR Rail UFO and Stopper Sleeve (30-46MM)CAMO 5DLO*URXQGLQJ/XJ %RQGLQJ-XPSHU Single Use Only Expansion Joint End Cap JAYBOX %RQGLQJ +DUGZDUH0LFURLQYHUWHU.LW )UDPHOHVV0RGXOH.LWFrameless (QG0LG&ODPS 40&ODVVLF&RQGXLW Comp Mount 407LOH&RQGXLW Mount PRE-INSTALLATION ☐ Verify module compatibility. See 3DJH for info. TOOLS REQUIRED ☐ Cordless Drill (non-impact) ☐ Impact Driver (for lag bolts) ☐ Torque Wrench (0-250 in-lbs) ☐´Socket ☐6RFNHW ☐6RFNHW ☐'ULOOELW ☐'ULOOELW ☐'ULOOELW ☐ T30 Torx Bit ☐&KDQQHO/RFN3OLHUV ☐ #3 Phillips Bit ☐ Paddle Bit ,URQULGJH/)RRWDQG 40/)RRW BOSS Module Grounding /XJ Wire Clip Contour Trim Contour Clamp ©2022 IRONRIDGE, INC. VERSION 3.6 FLUSH MOUNT INSTALLATION MANUAL - 5 1. PLACE ATTACHMENTS A. CONNECT SPLICES Use BOSS(Bonded Structural Splice), as needed, to join multiple sections of Rail. BOSS - Bonded Structual Splice ,QVHUW%266LQWR¿UVW5DLOXSXQWLOWKH6WRS7DE6OLGHVHFRQG5DLOIXOO\LQWRSODFH ➢ Rows using BOSS and exceeding 100 feet of Rail must use Expansion Joints. ➢ Boss Splices may be installed in any location within a span. ➢ UFO and Bonding Hardware must be installed 1" away from the point where two Rails join together. B. PREPARE HARDWARE Slide square-headed bolts into side-facing rail slot. Space out bolts to match attachment spacing. ➢7DSHHQGVRIUDLOWRNHHSEROWVIURPVOLGLQJRXWZKLOHPRYLQJ ➢ If using T-bolts, carry hardware onto roof and proceed. C. ATTACH RAILS 'URSUDLOZLWKKDUGZDUHLQWRURRIDWWDFKPHQW/HYHOUDLODWGHVLUHGKHLJKWWKHQWRUTXHWR 250 in-lbs. ➢ Rail can face either upslope or downslope on roof. ➢ When using attachments with longer slots, do not install Rail lower than the top of the L-Foot to avoid damage to modules. 2. PLACE RAILS Tested or evaluated third-party roof attachments: • S-5! Standing Seam Metal Roof Clamps -&HUWL¿FDWLRQRIPHWDO roof clamps includes bonding to both painted and galvalume PHWDOURRIV7LJKWHQ6DQG60LQLVHWVFUHZVWRLQOEVJDXJHRULQOEVJDXJHURRIV7LJKWHQ60EROW WRLQOEVRU60LQL0EROWWRLQOEV8VHWKHIROORZLQJIDVWHQLQJJXLGHOLQHVIRURWKHU6URRIFODPSV3URWHD%UDFNHW¿UPO\ VHDWURRIVFUHZVDQGWLJKWHQKLQJHEROWWRLQOEV5LE%UDFNHW¿UPO\VHDWURRIVFUHZVDQGWLJKWHQ0EROW0[PPVROG VHSDUDWHO\WRLQOEVDQG6RODU)RRW¿UPO\VHDWURRIVFUHZVDQGWLJKWHQ0ÀDQJHQXWWRLQOEV • EcoFasten Green Fasten GF-1 Anchors The general installation method for attachments is to locate a rafter, drill a pilot hole and install the attachment. For composition roof attachments installation instructions refer to SDJH For tile roof attachments refer to page For low slope roof attachments refer to SDJH When using approved third party attachments, refer to manufacturer's install instructions. C Torque to 250 in-lbs B Preload and Space Square Bolts BOSS Insert Rail untill fully seated against Stop Tab A 1621 W Avalon Ave08/07/23 © 2022 IRONRIDGE, INC. VERSION 3.6 FLUSH MOUNT INSTALLATION MANUAL - 6 3. SECURE LUGS Use with one solid or stranded copper ZLUHFRQGXFWRUVL]H$:* 4. SECURE MODULES A. SECURE FIRST END 3ODFH¿UVWPRGXOHLQSRVLWLRQRQUDLOVDPLQLPXPRI´ from rail ends. Snap Stopper Sleeves onto UFO. Fasten module to rail using the UFO, ensuring that the UFO is hooked over the top of the module. Torque to 80 in-lbs. ➢Ensure rails are square before placing modules. ➢Hold Stopper Sleeves on end while torquing to prevent rotation. ➢If using CAMO instead of UFO + Stopper Sleeve, refer to Page 19 for CAMO installation procedure. ➢UFO can be installed on modules 30 to 46mm. B. SECURE NEXT MODULES 3ODFH8)2LQWRHDFKUDLOSODFLQJWKHPÀXVKDJDLQVW¿UVW module. Slide second module against UFO. Torque to 80 in-lbs. Repeat for each following module. ➢When reinstalling UFO, move modules a minimum of 1/16" so UFOs are in contact with a new section of module frame. ➢When UFOs are loosened and re-tightened, ensure UFO T-bolt bottoms out in rail channel before re-torquing UFO to achieve full engagement between T-bolt and rail. ➢If using Wire Clips, refer to Page 18. C. SECURE LAST END 3ODFHODVWPRGXOHLQSRVLWLRQRQUDLOVDPLQLPXPRI´ from rail ends. Snap Stopper Sleeves onto UFO. Secure UFO Clamps on rails, ensuring they are hooked over top of module. Torque to 80 in-lbs. ➢Hold Stopper Sleeves on end while torquing to prevent rotation. ➢Repeat all steps for each following row of modules, leaving a minimum 3/8" gap between rows ➢If using CAMO instead of UFO + Stopper Sleeve, refer to Page 6 A B C )URP Rail End UFO (80 in-lbs) Stopper Sleeve UFO (80 in-lbs) UFO (80 in-lbs) Terminal Screw (20 in-lbs) +H[1XW (80 in-lbs) Grounding Lugs 2QO\RQH*URXQGLQJ/XJ5DLORU0RGXOHUHTXLUHGSHUFRQWLQXRXV subarray, regardless of subarray size (Unless frameless modules are used, see Page 20). ➢Grounding Lugs are intended to for use with one solid or stranded copper wire, conductor size 10-4 AWG. Rail Grounding Lug ,QVHUW7EROWLQ7RS5DLOVORWDQGWRUTXH+H[1XWWR80 in-lbs. Install DPLQLPXP$:*VROLGFRSSHURUVWUDQGHGJURXQGLQJZLUH7RUTXH terminal screw to 20 in-lbs. ➢Module Grounding Lugs can be installed anywhere along the Rail and in either orientation shown. Module Grounding Lug Insert Bolt through Manufacturer approved grounding location and torque +H[QXWWR60 in-lbs.2QH0RGXOH*URXQGLQJ/XJPD\EHLQVWDOOHGWR RQHPRGXOHSHUURZ,QVWDOODPLQLPXP$:*VROLGFRSSHURUVWUDQGHG grounding wire. Torque terminal screw to 20 in-lbs. ➢If using Enphase microinverters or Sunpower AC modules, Grounding Lugs may not be needed. See Page 19 for more info. ➢Refer to module manufactuer for mounting location and instructions. )/$1*(187 *5281',1*/8* %2/7 67$5:$6+(5 Terminal Screw (20 in-lbs) +H[+HDG (60 in-lbs) Module Grounding Lug Rail Grounding Lug © 2022 IRONRIDGE, INC. VERSION 3.6 FLUSH MOUNT INSTALLATION MANUAL - 7 B. PLACE MODULE Place module on rails (module cells not shown for clarity). When installing CAMO the module can RYHUKDQJWKHUDLOQRPRUHWKDQ D. SECURE TO FRAME Rotate handle with an upwards motion until CAMO snaps into rail channel. Ensure CAMO bonding pins are fully seated on top of module frame. CAMO A. SLIDE INTO RAIL Slide CAMO into rail channel far enough to clear the PRGXOHIUDPH&$02UHTXLUHVRIFOHDUDQFHIURPHQGRI rail. C. PULL TOWARDS END Pull CAMO towards rail ends, at 45 degree angle, so the ERQGLQJEROWFRQWDFWVWKHPRGXOHÀDQJHHGJH B C D A &OHDUDQFH 8" BONDING JUMPER %RQGLQJ-XPSHULVDQHOHFWULFDOERQGLQJMXPSHUWKDWFDQ be used on the Flush Mount System for row to row bonding; making the module frames the medium for the equipment ground path. ➢%RQGLQJMXPSHULVSXVKHGRQWRWKHERWWRPÀDQJHRIWKHPRGXOH ➢New jumpers should be used if re-installation of jumper is required. ➢6XSSRUWVERWWRPÀDQJHWKLFNQHVVHVIURPPPWRPP FRAME COMPATIBILITY CAMO has been tested or evaluated with all modules listed in the Module Compatibility section having frames within the referenced GLPHQVLRQV%HVXUHWKHVSHFL¿FPRGXOHEHLQJXVHGPHHWVWKH dimension requirements. ➢For installations with Hanwha Q CELLS modules with 32 mm frame heights, the maximum ground snow is 45 PSF (33 PSF module pressure). ➢CAMO is only compatible with Canadian Solar modules CS1YxxxMS and CS3N-xxxMS. xxx refers to the module power rating 1621 W Avalon Ave08/07/23 © 2022 IRONRIDGE, INC. VERSION 3.6 FLUSH MOUNT INSTALLATION MANUAL - 8 EXPANSION JOINTS BOSS ,QVHUW%266LQWR¿UVW5DLOXSWRWKH$OLJQPHQW&LUFOH6OLGH second Rail over BOSS to the second Alignment Circle, OHDYLQJDJDSEHWZHHQWKH5DLOV 7KHUHPXVWEHDRIVSDFHEHWZHHQWKHHGJHRIWKH5DLO and the edge of the panel to allow proper installation of the UFO and Stopper Sleeve. No Modules Over Gap One Bonding Strap Per Break In Array No Modules Over Gap No Bonding Strap required for BOSS ([SDQVLRQ-RLQWVDUHUHTXLUHGHYHU\ RIFRQWLQXRXVUDLOWRDOORZIRUWKHUPDOH[SDQVLRQDQGFRQWUDFWLRQRIWKHV\VWHP ➢Do not install modules over expansion joint. *DS$OLJQPHQW Circles END CAPS (OPTIONAL) © 2022 IRONRIDGE, INC. VERSION 3.6 FLUSH MOUNT INSTALLATION MANUAL - 9 ELECTRICAL DIAGRAM UFO Grounding Lug Minimum 10 AWG Copper Wire Fault Current Ground Path Bonded Splice (Rail Connection) * * 2QH0RGXOH*URXQGLQJ/XJRU5DLO*URXQGLQJOXJLVUHTXLUHGSHUURZRIDV\VWHP 7KHXVHRIWKH%RQGLQJ-XPSHUHOLPLQDWHVWKHQHHGIRUURZWRURZERQGLQJ$PLQLPXPRIRQHJURXQGLQJOXJ per continuous array is required for earth ground. *URXQGLQJ/XJVDQGZLUHDUHQRWUHTXLUHGLQV\VWHPVXVLQJFHUWDLQ(QSKDVHPLFURLQYHUWHUVRUFHUWDLQ6XQSRZHU modules. Equipment grounding is achieved with the Engage cable for Enphase or the AC module cable system for Sunpower via their integrated EGC. CAMO or UFO or CAMO %RQGLQJ-XPSHUAlternative row to row bond)** Rail Grounding Lug* Module Grounding Lug* 1621 W Avalon Ave08/07/23 ©2022 IRONRIDGE, INC. VERSION 3.6 FLUSH MOUNT INSTALLATION MANUAL - 10 COMPOSITION SHINGLE /RFDWHURRIUDIWHUVDQGPDUNORFDWLRQVRQURRI'ULOO SLORWKROHVSHUSHQGLFXODUWRWKHURRIDQGEDFN¿OOZLWK URR¿QJPDQXIDFWXUHUV DSSURYHGVHDODQW6OLGHÀDVKLQJ EHWZHHQVWDQGQGFRXUVHRIVKLQJOHVHQVXULQJERWK WKDWWKHÀDVKLQJUHDFKHVXQGHUWKHUGVKLQJOHFRXUVHDQG GRHVQ WRYHUKDQJWKHGRZQKLOOVKLQJOHFRXUVH/LQHXSZLWK pilot hole and insert supplied lag bolt with washer through ÀDVKLQJ:LWKD6RFNHWIXOO\VHDWODJEROW3ODFH&DS RQWRÀDVKLQJLQGHVLUHGRULHQWDWLRQIRU(:RU16UDLOVDQG URWDWHGHJUHHVXQWLOLWORFNVLQWRSODFH ➢ Rail can be installed on either side of FlashFoot2 Cap. ➢ For additional details refer to the full FlashFoot2 Installation Manual. FLASHFOOT2 FLASHVUE /RFDWHUDIWHUVDQGVQDSYHUWLFDODQGKRUL]RQWDOOLQHVWR PDUNORFDWLRQVRIÀDVKLQJV'ULOO´SLORWKROHVWKHQ EDFN¿OOZLWKDQDSSURYHGVHDODQW6OLGHÀDVKLQJEHWZHHQ VWDQGQGFRXUVHRIVKLQJOHVHQVXULQJERWKWKDWWKH ÀDVKLQJUHDFKHVXQGHUWKHUGVKLQJOHFRXUVHDQGGRHVQ W RYHUKDQJWKHGRZQKLOOVKLQJOHFRXUVH/LQHXSSLORWKROH ZLWK9LHZ3RUW3UHVV*ULS&DSRQWRÀDVKLQJLQGHVLUHG RULHQWDWLRQIRU(:RU16UDLOV,QVHUW/DJ%ROWZLWK PHFKDQLFDOO\ERQGHGZDVKHUWKURXJKÀDVKLQJ:LWKD 6RFNHWGULYH/DJ%ROWXQWLOIXOO\VHDWHG)ODVK9XH is now installed and ready for IronRidge XR Rails. Attach rails to either side of the open slot using bonding KDUGZDUH/HYHOUDLODWGHVLUHGKHLJKWWKHQWRUTXHWR250 in-lbs (21 ft-lbs). When installing Gripcap+ on roofs with undulations greater WKDQLQFKLQVWDOO*ULS&DSLQORZSRLQWVDFURVVWKHDUUD\ as required. ➢ For additional details refer to the full FlashVue Installation Manual. ➢ For additional details on the GripCap+ refer to the full GripCap+ Installation Manual. Torque to 250 in-lbs ©2022 IRONRIDGE, INC. VERSION 3.6 FLUSH MOUNT INSTALLATION MANUAL - 11 COMPOSITION SHINGLE QM QBASE COMPOSITION MOUNT /RFDWHURRIUDIWHUVDQGPDUNORFDWLRQVRQURRI$OLJQ 4%DVHYHUWLFDOKROHVRYHUFHQWHUUDIWHUDQGPDUN'ULOOWZR SLORWKROHVZLWKGULOOELWSHUSHQGLFXODUWRURRIDQG EDFN¿OOZLWKURR¿QJPDQXIDFWXUHUV DSSURYHGVHDODQW 6HWJUDGHFDSVFUHZWKURXJKERWWRPRI4%DVHSODFH 4%DVHRYHUGULOOHGKROHVDQGVHFXUHODJV6FUHZ3RVWWR 4%DVH3URFHHGZLWKURR¿QJXSXQWLOWKHÀDVKLQJVKRXOG EHLQVWDOOHG,QVWDOOÀDVKLQJRYHUPRXQW$OORZURR¿QJWR proceed to the next course. Apply sealant where post and ÀDVKLQJPHHWLQVWDOO(3'0FRXQWHUÀDVKLQJFROODU$WWDFK /)RRWRQ6WDQGRႇZLWKKDUGZDUH7RUTXHWR174 in-lbs (14.5 ft-lbs). $WWDFKUDLOWR/)RRWZLWK%RQGLQJ+DUGZDUH and torque to 250 in-lbs (21 ft-lbs). ➢ For additional details refer to the full QM Installation Manual. /RFDWHURRIUDIWHUVDQGPDUNORFDWLRQVRQURRI'ULOO SLORWKROHVSHUSHQGLFXODUWRWKHURRIDQGEDFN¿OOZLWK URR¿QJPDQXIDFWXUHUV DSSURYHGVHDODQW6OLGHÀDVKLQJ EHWZHHQVWDQGQGFRXUVHRIVKLQJOHVHQVXULQJERWK WKDWWKHÀDVKLQJUHDFKHVXQGHUWKHUGVKLQJOHFRXUVHDQG doesn't overhang the downhill shingle course. Prepare +DQJHU%ROWZLWK+H[1XWDQG6HDOLQJ:DVKHULQVHUWLQWR KROHDQGXVLQJVRFNHWGULYHKDQJHUEROWXQWLOIXOO\ VHDWHGDQG4%ORFNVWRSVURWDWLQJHDVLO\,QVHUW(3'0 UXEEHUZDVKHURYHUKDQJHUEROWLQWREORFNXVLQJ5DFN.LW KDUGZDUHVHFXUH/)RRWWRWKHPRXQW7RUTXHWR156 in-lbs (13 ft-lbs). $WWDFKUDLOWR/)RRWZLWK%RQGLQJ+DUGZDUH and torque to 250 in-lbs (21 ft-lbs). ➢ For additional details refer to the full QM Installation Manual. CLASSIC COMP MOUNT QM L-MOUNT /RFDWHURRIUDIWHUVDQGPDUNORFDWLRQVRQURRI'ULOO ´/DJRU67SLORWKROHVSHUSHQGLFXODUWRWKHURRI DQGEDFN¿OOZLWKURR¿QJPDQXIDFWXUHUV DSSURYHGVHDODQW 6OLGHÀDVKLQJEHWZHHQVWDQGQGFRXUVHRIVKLQJOHV HQVXULQJERWKWKDWWKHÀDVKLQJUHDFKHVXQGHUWKHUG shingle course and doesn't overhang the downhill shingle FRXUVH3ODFH/IRRWRQÀXWHDQGURWDWHLQWRGHVLUHG position. Prepare lag bolt or structural screw with sealing ZDVKHU8VHVRFNHWWRGULYHSUHSDUHGODJEROWWKURXJK /IRRWXQWLOIXOO\VHDWHGDQG/IRRWFDQQRORQJHUURWDWH easily. Torque Nut to 156 in-lbs (13 ft-lbs) for ST. Attach UDLOWR/)RRWZLWK%RQGLQJ+DUGZDUHDQGWRUTXHWR250 in-lbs (21 ft-lbs). ➢ Structural screw can be driven with T-30 hex head bit. ➢ For additional details refer to the full QM Installation Manual. Torque to LQOEV 1621 W Avalon Ave08/07/23 ©2022 IRONRIDGE, INC. VERSION 3.6 FLUSH MOUNT INSTALLATION MANUAL - 12 TILE Orient Base to desired position Tighten until fully seated Torque to 250 in-lbs QM TILE REPLACEMENT 5HPRYHWLOHDQGPDUNUDIWHU0HDVXUHXSIURPWKH adjacent tiles and mark horizontal across rafter. Align baseplate over rafter so that the lag holes align with the post groove. The orientation of the plate can be adjusted cross roof, mark location of lag holes on the roof. Drill two 3LORWKROHVDQGEDFN¿OOZLWKURR¿QJPDQXIDFWXUHUV approved sealant. Waterproof at underlayment level DFFRUGLQJWRURR¿QJPDQXIDFWXUHUV LQVWUXFWLRQVDQGWKH 7LOH5RR¿QJ,QGXVWU\$OOLDQFHJXLGHOLQHV8VH77RU[ bit to lag base into position. Insert Grade 8 Serrated Flange Bolt into bottom of the Post, slide Post into %DVHFKDQQHO/LQHXSSRVWZLWKWKHKROHLQWKH7LOH 5HSODFHPHQW)ODVKLQJ/HDYHORRVHIRUDGMXVWPHQWV Place Tile Replacement Flashing over the Post and Mount, DOORZLQJWKHÀDVKLQJWRSURSHUO\LQWHUORFNZLWKVXUURXQGLQJ tiles. Secure Post by tightening with channel lock pliers. Replace all tiles. Apply a bead of sealant where the post PHHWVWKHÀDVKLQJVOLS(3'0FROODURYHUSRVWDQGGRZQWR ÀDVKLQJ$WWDFK/)RRWRQ6WDQGRႇZLWKKDUGZDUH7RUTXH to 174 in-lbs (14.5 ft-lbs). $WWDFKUDLOWR/)RRWZLWK %RQGLQJ+DUGZDUHDQGWRUTXHWR250 in-lbs (21 ft-lbs). ➢,IGHFNOHYHOÀDVKLQJLVUHTXLUHGDSSURYHGÀDVKLQJPHWKRGV LQFOXGHXVHUVXSSOLHGDGKHVLYHEDFNHGÀH[LEOHÀDVKLQJ ➢ For additional details refer to the full QM Installation Manual. Remove tile and mark rafter. Use base as guide to GULOO´SLORWKROHDQG¿OOZLWKURR¿QJPDQXIDFWXUHU¶V approved sealant. Install optional Roof Flashing and seal appropriately. Insert lag bolt with bonded washer through EDVHDQGÀDVKLQJLIXVHGDQGGULYHXQWLOIXOO\VHDWHG Insert Tile Replacement Flashing, lower onto base and apply pressure over the threaded post until it dimples the ÀDVKLQJ3ODFH/)RRWRYHUGLPSOHDQGWDSZLWKKDPPHUWR SXQFKWKUHDGHGSRVWWKURXJKWKHÀDVKLQJ(QVXUHSXQFKHG SLHFHVRIÀDVKLQJDUHFOHDUHGDZD\)RUPÀDVKLQJDV QHHGHGWRVLWÀXVKZLWKVXUURXQGLQJWLOHVSRVLWLRQ/)RRWLQ desired orientation and torque hardware to 132 in-lbs (11 ft-lbs)$WWDFKUDLOWR/)RRWZLWK$LUH'RFNDQGWRUTXHWR 250 in-lbs (21 ft-lbs). ➢ Base can be installed in any orientation relative to rafter. ➢ Ensure L-Foot does not extend above rail. ➢2SWLRQDOGHFNOHYHOÀDVKLQJLVDYDLODEOH6WDQGDORQHinstallation manual available on website ➢ Standalone .QRFNRXW7LOHPDQXDO available on website. Rafter Dimple Tap With +DPPHU Torque to LQOEV KNOCKOUT TILE ©2022 IRONRIDGE, INC. VERSION 3.6 FLUSH MOUNT INSTALLATION MANUAL - 13 TILE Remove tile and mark rafter, use Base Plate to mark two KROHVRQUDIWHU'ULOOWZRSLORWKROHVDQGEDFN¿OO ZLWKURR¿QJPDQXIDFWXUHUV DSSURYHGVHDODQW8VH socket to drive lag into place. Slide hook into place and adjust to desired position. Drive self-tapping screw using a #3 Phillips bit to lock hook in place. Clean underlayment DQGDSSO\DEHDGRIVHDODQWFRPSDWLEOHZLWKURR¿QJ PDQXIDFWXUHULQVWDOOÀDVKLQJRYHUPRXQW)DVWHQVXE ÀDVKLQJWRGHFNZLWKRQHURR¿QJQDLOLQHDFKFRUQHU :DWHUSURRIDWXQGHUOD\PHQWOHYHODFFRUGLQJWRURR¿QJ PDQXIDFWXUHUV LQVWUXFWLRQVDQGWKH7LOH5RR¿QJ,QGXVWU\ Alliance guidelines. Cut clearance notch in the weather JXDUGRIWLOHDVQHHGHGRUXWLOL]H407LOH5HSODFHPHQW Flashings. Attach rails to either side of slot using Bonding +DUGZDUHDQGWRUTXHWR250 in-lbs (21-ft-lbs). ➢ Position arm near the center of valley for curved tiles. ➢3RVLWLRQDUPDZD\IURPVHDPRIMRLQLQJÀDWWLOHV ➢(QVXUHWRSRIKRRNGRHVQRWH[WHQGDERYHUDLO ➢ For additional details refer to the full QM Installation Manual. QM QUICK HOOK Remove tile and mark rafter. Position base over rafter, adjust arm if necessary and torque hardware to 132 in-lbs (11 ft-lbs)8VHEDVHDVJXLGHWRGULOOSLORWKROHVEDFN ¿OOZLWKURR¿QJPDQXIDFWXUHU¶VDSSURYHGVHDODQWWKHQ insert lag bolts and tighten until fully seated. Replace tiles DQGQRWFKDVQHFHVVDU\WRHQVXUHSURSHU¿W$WWDFKUDLOVWR HLWKHUVLGHRIVORWXVLQJ%RQGLQJ+DUGZDUHDQGWRUTXHWR 250 in-lbs (21-ft-lbs). ➢ Position arm near the center of valley for curved tiles. ➢3RVLWLRQDUPDZD\IURPVHDPRIMRLQLQJÀDWWLOHV ➢(QVXUHWRSRIKRRNGRHVQRWH[WHQGDERYHUDLO ➢ Standalone $OO7LOH+RRNPDQXDO available on website. Rafter Torque to LQOEV Torque to 250 in-lbs Tighten Until Fully Seated ALL TILE HOOK 1621 W Avalon Ave08/07/23 © 2022 IRONRIDGE, INC. VERSION 3.6 FLUSH MOUNT INSTALLATION MANUAL - 14 TILE ADDITIONAL ROOF TYPES QM QBASE METAL, SHAKE AND SLATE 7KH404%DVHFDQEHXVHGWRLQVWDOORQPXOWLSOHURR¿QJ W\SHVZLWKGLႇHUHQWLQVWDOODWLRQPHWKRGV ➢For instructions on installing the QBase on Slate refer to the full QM Installation Manual. ➢)RULQVWUXFWLRQVRQLQVWDOOLQJWKH4%DVHRQ6KDNHUHIHUWRWKHIXOO QM Installation Manual. ➢For instructions on installing the QBase on Metal Shingle refer to the full QM Installation Manual. /RFDWHURRIUDIWHUVDQGPDUNORFDWLRQVRQURRIUHPRYH shakes directly above mount if needed to expose felt SDSHU/HYHORXWLQVWDOODWLRQDUHDDQGORFDWLRQLQVWDOODWLRQ SRLQWPDUN'ULOOSLORWKROHEDFN¿OOZLWKURR¿QJ PDQXIDFWXUHUV DSSURYHGVHDODQW3UHSDUH+DQJHU%ROW ZLWK+H[1XWDQG6HDOLQJZDVKHULQVHUWLQWR4%ORFNKROH DQGGULYHLQWRUDIWHUXQWLOIXOO\VHDWHGDQGWKH4%ORFNQR longer swivels easily. Insert EPDM washer over hanger EROWDQGWKHQLQVWDOO/)RRWLQGHVLUHGRULHQWDWLRQDQG torque hardware to 132 in-lbs (11 ft-lbs). Attach rail to /)RRWZLWK%RQGLQJ+DUGZDUHDQGWRUTXHWR250 in-lbs (21 ft-lbs). ➢For additional details refer to the full QM Installation Manual. QM CLASSIC SHAKE MOUNT 5HPRYHWLOHDQGPDUNUDIWHU0HDVXUHXSIURP ERWWRPRIWLOHVDQGPDUNKRUL]RQWDOO\$OLJQ4%DVHRYHU UDIWHUFHQWHUDQGGULOOWZRSLORWKROHVEDFN¿OOZLWK URR¿QJPDQXIDFWXUHUV DSSURYHGVHDODQW3ODFHJUDGH &DS6FUHZXQGHU4%DVHODJ4%DVHLQWRUDIWHUORFDWLRQ ,QVWDOO6XEÀDVKLQJZDWHUSURRIDWXQGHUOD\PHQWOHYHO DFFRUGLQJWRURR¿QJPDQXIDFWXUHUV LQVWUXFWLRQVDQGWKH 7LOH5RR¿QJ,QGXVWU\$OOLDQFHJXLGHOLQHV&XWWLOHZLWK diamond blade to allow post to pass through. Place tile LQSRVLWLRQDQGWKHQLQVWDOO3RVW,QVWDOO[ÀDVKLQJ pre-bent to follow the contour of the tile as required. Apply sealant where Post and Flashing meet and install EPDM FRXQWHUÀDVKLQJ$WWDFK/)RRWRQ6WDQGRႇZLWKKDUGZDUH Torque to 174 in-lbs (14.5 ft-lbs). $WWDFKUDLOVWR/)RRW XVLQJ%RQGLQJ+DUGZDUHDQGWRUTXHWR250 in-lbs (21-ft- lbs). ➢For additional details refer to the full QM Installation Manual. QM QBASE UNIVERSAL TILE MOUNT Torque to LQOEV © 2022 IRONRIDGE, INC. VERSION 3.6 FLUSH MOUNT INSTALLATION MANUAL - 15 LOW SLOPE ROOFS )ODW5RRI$WWDFKPHQWFDQEHXVHGZLWKDQ/IRRWIRUÀXVK mounting modules on low sloped roofs. Mark locations for Flat Roof Attachment. Screws should be installed V\PPHWULFDOO\WRHDFKRWKHU,IXVLQJDPHPEUDQHÀDVKLQJ remove the silicone washer's protective liner prior to DWWDFKLQJWKHPHPEUDQH$WWDFK/IRRWZLWKZDVKHUVDQG ´KDUGZDUHWRUTXHGWR250 in-lbs (21 ft-lbs). Seal DWWDFKPHQWDQGRUPHPEUDQHSHUURR¿QJPDQXIDFWXUHU¶V requirements. ➢7\SHVL]HDQGTXDQWLW\RIURRIVFUHZVWREHVSHFL¿HGE\ Structural Engineer. Fastener size not to exceed #15. ➢0HPEUDQHÀDVKLQJDYDLODEOHIRU73239&DQG.((URRIV (QVXUHPHPEUDQHÀDVKLQJLVFRPSDWLEOHZLWKH[LVWLQJURR¿QJ material. ➢,IPHPEUDQHÀDVKLQJLVQRWXVHGRQO\ZDVKHURQWRSRI/)RRWLV required. ➢Standalone Flat Roof Attachment Manual available on website. 250 in-lbs Flat Roof Attachment +DUGZDUH /)RRW Flat Roof Attachment Membrane Flashing FLAT ROOF ATTACHMENT /RFDWHWKHGHVLUHGPRXQWSODFHPHQWRYHUDUDIWHU8VLQJ the base as a template, mark the two penetration SRLQWV'ULOOWZRSLORWKROHVEDFN¿OOZLWKURR¿QJ manufacturers' approved sealant. Place the grade-8 hex bolt in the bottom of the base and screw the Post. Attach /)RRWRQ6WDQGRႇZLWKKDUGZDUH7RUTXHWR74 in-lbs (14.5 ft-lbs). $WWDFKUDLOWR/)RRWZLWK%RQGLQJ+DUGZDUH and torque to 250 in-lbs (21 ft-lbs). 7KHPRXQWFDQEHÀDVKHGZLWKDYDLODEOHRU DOXPLQXPÀDVKLQJVSLWFKSRFNHWRUFXUERUZLWKD PHPEUDQHFRQHÀDVKLQJ,IXVLQJDPHPEUDQHÀDVKLQJ XWLOL]HWKHVHUYLFHVRIDTXDOL¿HGURRIHU ➢For additional details refer to the full QM Installation Manual. QM QBASE MOUNT Screws provided by others. Shown for refrence Torque to LQOEV METAL ROOF /RFDWHWKHGHVLUHGPRXQWSODFHPHQWRYHUDURR¿QJVHDP make sure block is fully seated on metal seam. Torque Set Screws to 150 in-lbs(12.5 ft-lbs) XVLQJ+H[ Drive, alternate driving each bolt till required torque is met. 6OLGH+H[%ROWLQWRVORWDQGWRGHVLUHGSRVLWLRQ3ODFHUDLO DWWDFKPHQWEUDFNHWRYHU+H[%ROWDQGVHFXUHZLWK)ODQJH Nut, torque Flange Nut to 150 in-lbs(12.5 ft-lbs) using VRFNHW ➢For additional details refer to the full QM Installation Manual. ➢&HUWL¿FDWLRQRI/\Q[FDOPSLQFOXGHVERQGLQJWRERWKSDLQWHGDQG galvalume metal roofs. QM LYNX Slide hardware in to desired position Torque to LQOEV 1621 W Avalon Ave08/07/23 END CAPS (OPTIONAL) © 2022 IRONRIDGE, INC. VERSION 3.6 FLUSH MOUNT INSTALLATION MANUAL - 16 CONDUIT PENETRATION FLASHINGS QM CONDUIT PENETRATION FLASHING - COMP SHINGLE 0DUNDGULOOSRLQWVRWKDWWKHÀDVKLQJUHDFKHVXSWRWKHUG shingle course. Drill your conduit hole next to the rafter so you can secure the conduit below the roof surface. Cut shingle and remove nails as needed to center the GULOOHGKROHDQGÀDVKLQJKROH$SSO\URR¿QJPDQXIDFWXUHU V DSSURYHGVHDODQWRQWKHXQGHUVLGHRIWKHÀDVKLQJLQD 8SVLGHGRZQ8DQGWRWRSRIÀDVKLQJ8QGHUWKHUG FRXUVHDQGWKURXJKWKHVHFRQGFRXUVHVHFXUHÀDVKLQJ ZLWKURR¿QJQDLOVDSSO\VHDODQWRYHUWKHQDLOKHDGV&XW EPDM collar to appropriate size. Apply a bead of sealant FRPSDWLEOHZLWKWKHURR¿QJPDQXIDFWXUHUDQG(3'0 rubber to anywhere the EPDM collar contacts. ➢Be sure to secure conduit to rafters below the roof surface per local building codes and NEC code requirements. ➢Cut EPDM collar to appropriate size using the sizing chart in the installation manual, approved for 1/2" to 1" EMT. ➢For additional details refer to the full QM Installation Manual. Nails under the third course Rafter Drill your conduit hole next to the rafter so that you can VHFXUHWKHFRQGXLWEHORZWKHURRIVXUIDFH$SSO\URR¿QJ manufacturer approve sealant to the underside of the VXEÀDVKLQJLQWKHVKDSHRIDQXSVLGHGRZQ8&OHDUDZD\ DQ\GXVWDQGGHEULVWRLQVWDOOVXEÀDVKLQJ:DWHUSURRIDW XQGHUODPLQDWHOHYHODFFRUGLQJWRURR¿QJPDQXIDFWXUHU LQVWUXFWLRQVDQG7LOH5RR¿QJ,QVWLWXWH*XLGHOLQHV8QGHU WKHWRSOD\HURIIHOWVHFXUHWKHVXEÀDVKLQJZLWKWZR URR¿QJQDLOV&XW(3'0FROODUWRDSSURSULDWHVL]H$SSO\D EHDGRIVHDODQWFRPSDWLEOHZLWKWKHURR¿QJPDQXIDFWXUHU and EPDM rubber to anywhere the EPDM collar contacts. With a diamond blade cut tile to allow conduit to pass WKURXJKUHSODFHDOOWLOHV%HQGWKHÀDVKLQJWRIROORZWKH FRQWRXURIWKHWLOHV3ODFHÀDVKLQJRYHUWKHFRQGXLWDQG tuck up under the next course of tiles. Apply a bead of VHDODQWFRPSDWLEOHZLWKWKHURR¿QJPDQXIDFWXUHUDQG EPDM rubber to anywhere the EPDM collar contacts. 6OLGHFROODURQWRFRQGXLWDOOWKHZD\GRZQWRWKHÀDVKLQJ ➢Be sure to secure conduit to rafters below the roof surface per local building codes and NEC code requirements. ➢Cut EPDM collar to appropriate size using the sizing chart in the installation manual, approved for 1/2" to 1" EMT. ➢For additional details refer to the full QM Installation Manual. Rafter QM CONDUIT PENETRATION FLASHING - TILE © 2022 IRONRIDGE, INC. VERSION 3.6 FLUSH MOUNT INSTALLATION MANUAL - 17 CONDUIT MOUNT Remove the tile that the mount will be installed on, and the WLOHVLQWKHFRXUVHDERYHLW/LIWWKHERWWRPRIWKHWLOHDQG slide the bottom clamp over the bottom edge of the tile. ,QVHUWWKHWDSEROWWKURXJKWKHVORWLQWRWKHWKUHDGHGKROH DQGXVHDVRFNHWWRWKUHDGWKHVFUHZ7LJKWHQXQWLO the top clamp hook end unbends and forms a 90 degree angle with the tile. Use the Cap Screw (included) to attach your pipe clamp (not included) to bottom clamp. Insert FRQGXLWDQGWLJKWHQZLWKVRFNHW ➢7KHFODPSLVUHYHUVLEOHXVHWKHZLGHUKRRNHQGRQWLOHJUHDWHU WKDQWKLFNDQGWKHWKLQQHUKRRNHQGRQWLOHVOHVVWKDQWKLFN ➢7KHLQVWDOODWLRQSURFHVVLVWKHVDPHRQFXUYHGWLOHPDNHVXUH that the Conduit Mount is installed on the crown(high point) of the tile. ➢Install mounts as required to support conduit across the roof. ➢For additional details refer to the full QM Installation Manual. QM CONDUIT MOUNT - TILE 3ODFHFRQGXLWPRXQWVDORQJSDWKRIFRQGXLW/LIWVKLQJOH DERYHPRXQWORFDWLRQDQGLQVHUWÀDVKLQJLQWRSRVLWLRQ 0DUNFHQWHUIRUGULOOLQJUHPRYHÀDVKLQJDQGGULOOSLORW KROHZLWKELW&OHDQDUHD¿OOKROHZLWKURR¿QJ PDQXIDFWXUHU VDSSURYHGVHDODQW/LIWVKLQJOHDQGVOLGH Conduit Mount into place. Prepare the lag bolt with sealing washer and pipe clamp (not included). Insert lag through KROHLQEORFNDQGGULOOZLWKVRFNHWXQWLOEORFNLVWLJKW ➢Install mounts as required to support conduit across the roof. ➢For additional details refer to the full QM Installation Manual. QM CONDUIT MOUNT - COMPOSITION SHINGLE End Caps add a completed look and keep debris and pests from collecting inside rail. Firmly press End Cap onto rail end. ➢(QG&DSVFRPHLQVHWVRIOHIWDQGULJKW&KHFNWKDWWKHSURSHU amount of each has been provided. WIRE CLIPS 1621 W Avalon Ave08/07/23 ©2022 IRONRIDGE, INC. VERSION 3.6 FLUSH MOUNT INSTALLATION MANUAL - 18 END CAPSWIRE CLIPS :LUH&OLSVRႇHUDVLPSOHZLUHPDQDJHPHQWVROXWLRQ Firmly press Wire Clip into top rail slot. Run electrical wire through open clip. Snap closed once all wires have been placed. Press Clip into Slot Run Wire Snap Clip Closed JAYBOX A. Prior to installation, use step drill bit to place pass through holes for conduits or water-tight connectors. Drill bit starter locations are provided on the sides and front of enclosure. ➢ Do not install conduit facing up roof. B (Rail). 8VHUDLOVSHFL¿F0/3(PRXQWLQJKDUGZDUHWRDWWDFK5DLO +DQJHUVWRUDLO(QVXUHMXQFWLRQER[LVSXVKHGDVFORVH WRWKHUDLODVSRVVLEOH7RUTXHWRLQOEVRU socket). ➢Do not overtighten ➢If installing in areas with ground snow loads greater than 40 psf, install JayBox under module directly next to module frame edge. B (Shingle). Align sealing oval of box to align with mating feature on ÀDVKLQJ$Q(3'0IRDPJDVNHWLVSUHLQVWDOOHGWRWKH XQGHUVLGHRIWKHMXQFWLRQER[WRVHDOWKHÀDVKLQJWRWKH box without the need for additional sealant. Secure with VXSSOLHG[ôGHFNVFUHZV[XQWLOWKHMXQFWLRQ ER[LVSXOOHGWLJKWWRWKHÀDVKLQJ'RQRWRYHUWLJKWHQ screws to avoid stripping screws in OSB. ➢,ILQVWDOOLQJSDVVWKURXJK¿WWLQJVHQVXUHWKDWWKH-D\%R[DQG URRIGHFNDUHERWKSURSHUO\SUHSDUHG&RPSOHWHLQVWDOODWLRQ SURFHVVEHIRUHDWWDFKLQJWKH-D\ER[WRWKHGHFN ➢Do not install JayBox under shingle seam as illustrated below. C. ,QVWDOOZLULQJFRQGXLWDQG¿WWLQJVSHU1(& UHTXLUHPHQWVDQGIROORZLQJORFDO$+-JXLGDQFH 8VLQJ3KLOLSV+HDG'ULYHUWLJKWHQWKHEROW ➢ For additional details refer to the full QM Installation Manual. .H\ZD\VDQG shingle joints Drill starter locations ©2022 IRONRIDGE, INC. VERSION 3.6 FLUSH MOUNT INSTALLATION MANUAL - 19 MICROINVERTER KITS SYSTEMS USING ENPHASE MICROINVERTERS OR SUNPOWER AC MOD- ,URQ5LGJHV\VWHPVXVLQJDSSURYHG(QSKDVHSURGXFWVRU6XQ3RZHUPRGXOHVHOLPLQDWHWKHQHHGIRUOD\LQOXJVDQG¿HOG LQVWDOOHGHTXLSPHQWJURXQGLQJFRQGXFWRUV(*&7KLVVROXWLRQPHHWVWKHUHTXLUHPHQWVRI8/IRUERQGLQJDQG grounding and is included in this listing. COMPATIBLE PRODUCTS Sunpower 0RGXOHVZLWKPRGHOLGHQWL¿HU$E[[[<<DQG,QYLVL0RXQW*PPIUDPHZKHUH³$´LVHLWKHU(RU;³E´FDQEHRU and YY can be C-AC, D-AC, BLK-C-AC, or BLK-D-AC. Enphase Microinverters M250-72, M250-60, M215-60, C250-72, and Engage cables ETXX-240, ETXX-208, ETXX-277. ➢ A minimum of two inverters mounted to the same rail and connected to the same Engage cable are required. ➢ The microinverters or Sunpower AC modules must be used with a maximum 20 A branch rated overcurrent protection device (OCPD). ➢,IDQ$&PRGXOHLVUHPRYHGIURPDFLUFXLWIRUPDLQWHQDQFH\RXPXVW¿UVWGLVFRQQHFW$&SRZHUDQGWKHQLQVWDOODWHPSRUDU\(*&WR EULGJHWKHJDSE\LQVHUWLQJDQ$&H[WHQVLRQFDEOHRUYLDRWKHU1(&FRPSOLDQWPHDQVLQRUGHUWRPDLQWDLQHႇHFWLYHJURXQGFRQWLQXLW\ to subsequent modules. One Microinverter .LW5HTXLUHG (80 in-lbs) 8VH,URQ5LGJH V0LFURLQYHUWHU.LWWRERQGFRPSDWLEOH microinverters and power optimizers to the racking system. ,QVHUW0LFURLQYHUWHU.LW7EROWLQWRWRSUDLOVORW3ODFH compatible microinverter or power optimizer into position and tighten hex nut to 80 in-lbs. ➢ If installing in areas with ground snow loads greater than 40 psf, install MLPE devices directly next to module frame edge On AP systems equipment, remove Grounding Washer COMPATIBLE PRODUCTS Enphase M250-72, 250-60, M215-60, C250-72, S230, S280, IQ 6, IQ 6+, IQ IQ7, IQ 7A, IQ 7+, IQ7 PD, IQ 7X, Q Aggregator; IQ8-60, IQ8PLUS-72, IQ8A-72, IQ8H-208-72, IQ8H-240-72, IQ8M-72, may be followed by -2-US Darfon MIG240, MIG300, G320, G640 Solar Edge M1600, P300, P320, P340, P370, P400, P401, P405, P485, P505, P600, P700, P730, P750, P800p, P800s, P801, P850, P860, P950, P960, P1100, P1101, S440, S500, S1200, S1201 SMA 5RRI&RPP.LW3867650RGXOH5HWUR¿W.LWV765676 R-O, TS4-R-F) Tigo Tigo Access Point (TAP) TS4-R-X (where X can be F, M, O, or S) TS4-R-X-DUO (where X can be M, O, or S) TS4-A-X (where X can be F, 2F, O, O-DUO, or S) Generac S2502 AP Systems DS3, QS1, QT2 and YC600 NEP BDM-300, BDM-300X2 and BDM-800 Two Microinverter .LWV5HTXLUHG (80 in-lbs) ➢ Remove Grounding Washer on AP Systems QS1, QT2, DS3 and YC600 inverters before installing to XR rails. ➢ Remove the Stainless Steel Clip on Tigo-A MLPE Devices before attaching to XR rails. ➢8VHWKHQXPEHURI,URQ5LGJH0LFURLQYHUWHUNLWVDOORZHGE\WKH0/3(PRXQWLQJÀDQJH6RPHZLOOUHTXLUH NLWDQGRWKHUVNLWV 1621 W Avalon Ave08/07/23 © 2022 IRONRIDGE, INC. VERSION 3.6 FLUSH MOUNT INSTALLATION MANUAL - 20 8VH,URQ5LGJH V0LFURLQYHUWHU.LWWRERQGFRPSDWLEOHPLFURVWURDJH GHYLFHVWRWKHUDFNLQJV\VWHP,QVHUW0LFURLQYHUWHU.LW7EROWLQWRWRS rail slot. Place compatible microstorage into position and tighten hex nut to 80 in-lbs. 0LFURLQYHUWHU.LW (80 in-lbs) SYSTEMS USING MICROSTORAGE PRODUCTS ,QVHUW)UDPHOHVV.LW7EROWLQWRSUDLOVORW3ODFHVWDU washer over T-bolt, allowing it to rest on top of rail. Secure module clamps with a hex nut and torque to 80 in-lbs. Place Star Washer Module Clamp (80 in-lbs)*URXQGLQJ/XJV Required on Every Rail FRAMELESS MODULE KITS COMPATIBLE PRODUCTS PHAZR PHAZR Devices PHAZR-X, where X is 6-12. Solpad 6ROSDG,QYHUWHUPRGHO6,N Solpad Battery Storage model SB-2K 6ROSDG-XQFWLRQ%R[PRGHO6-%N ➢Running a separate equipment grounding conductor to the PHAZR or Solpad devices is not required. ➢If installing in areas with ground snow loads greater than 40 psf and underneath a module, install PHAZR and Solpad devices as close as possible to module frame edge. ➢Solpad may only be installed on XR-100 and XR-1000 ➢6ROSDGPD\RQO\EHLQVWDOOHGZLWKPRGXOHVKDYLQJDIUDPHWKLFNQHVVRI 35mm or greater. ➢8VHWKHQXPEHURI,URQ5LGJH0LFURLQYHUWHUNLWVDOORZHGE\WKHPLFURVWRUDJH PRXQWLQJÀDQJH6RPHZLOOUHTXLUHNLWDQGRWKHUVNLWV COMPATIBLE PRODUCTS Sunforson 6XQIRUVRQVLOYHURUEODFN6)6870&%PLGDQG6)687(& 200(B) end clamps. Sunpreme 6XQSUHPHVLOYHURUEODFNPLGDQGHQGFODPSVZLWKSDUWQXPEHUV 7500105X where "X" is 1, 5, 6 or 7. Ironridge ,URQ5LGJHVLOYHURUEODFNPLGDQGHQGFODPSVZLWKSDUWQXPEHUV )0/6;&<ZKHUH;LV(RU0DQG<LV%RUEODQN ➢Follow module manufacturer's installation instructions to install the module clamps. ➢Frameless modules require using a Grounding Lug on every rail. ➢For Sunpreme Modules Only: If required to use slide prevention hardware, see Module Slide Prevention Addendum (Version 1.10). Two sets of two 0LFURLQYHUWHU.LWV (80 in-lbs) Solpad 3+$=5 © 2022 IRONRIDGE, INC. VERSION 3.6 FLUSH MOUNT INSTALLATION MANUAL - 21 CONTOUR Install Contour Install Contour on a completed array. A. Start by placing Contour Clamp on module frame within LQFKHVRIWKHGRZQURRIFRUQHURIWKHDUUD\(DFKSLHFH RI&RQWRXU7ULPPXVWEHVXSSSRUWHGE\WZR&ODPSV &ODPSVPXVWEHLQVWDOOHGLQWKHFODPSLQJ]RQHVDW edge of trim. Once trim is placed and in position, secure trim by tightening Clamp set screw to 80 in-lbs. B. Multiple Contour pieces can be joined using Contour Splice. Install Splice on exsisting Contour edge and install Clamps in appropriate clamping zones for next piece of trim. Place trim on Clamps, slide into splice to join two pieces together. Secure Contour by tightening Clamp set screw to 80 in-lbs. Repeat as needed across the array. C. Cut trim to line up with edge of array. D. Install Clamps within clamping zones on side of array. Install second Clamp as needed up array. Place Corner Cap on trim and slide side trim to align with Cap. Repeat as needed along roof for both inside and outside corners. E. Use optional End Caps to cover any exposed edges of Contour as desired. ➢'RQRWLQVWDOORQVLGHRIDUUD\IDFLQJURRISHDN ➢Contour can be installed with 1 clamp if trim section is 12" long (or shorter) and has a splice attached on one end, on which the section of trim the 12" section is spliced to also has 2 clamps. ➢Contour Trim when installed when installed up roof requires the use of Aire Stealth Clamps. ➢Wind Speed: no restrictions ➢Ground Snow: up to 90 PSF A. &ODPSLQJ=RQHV E. D.C. B. Push Trim and LQVWDOOÀXVK 1621 W Avalon Ave08/07/23 © 2022 IRONRIDGE, INC. VERSION 3.6 FLUSH MOUNT INSTALLATION MANUAL - 22 MODULE COMPATIBILITY MAKE MODELS 7KH)OXVK0RXQW6\VWHPPD\EHXVHGWRJURXQGDQGRUPRXQWD39PRGXOHFRPSO\LQJZLWK8/RQO\ZKHQWKHVSHFL¿FPRGXOHKDV EHHQHYDOXDWHGIRUJURXQGLQJDQGRUPRXQWLQJLQFRPSOLDQFHZLWKWKHLQFOXGHGLQVWUXFWLRQV8QOHVVRWKHUZLVHQRWHG³[[[´UHIHUVWRWKH PRGXOHSRZHUUDWLQJDQGERWKEODFNDQGVLOYHUIUDPHVDUHLQFOXGHGLQWKHFHUWL¿FDWLRQ FRAMED MODULE LIST Adani Adani modules with 35 and 40mm frames $6;<==[[[ :KHUH;FDQEH%0RU3<FDQEHRU0DQG==FDQEHEODQN3(5&%3(5&RU$% PERC AIONRISE AIONRISE modules with 35 and 40mm frames $,21\\*[[[ :KHUH\\FDQEHRU Amerisolar Amerisolar modules with 35 and 40 mm frames $6E<[[[= :KHUHEFDQEHRU<FDQEH03030RU3DQG=FDQEHEODQN:RU:% Aptos Solar Aptos modules with 35 and 40 mm frames DNA-yy-zzaa-xxx :KHUH\\FDQEHRU]]FDQEH0)RU%)DQGDDFDQEHRU Astronergy Solar Astronergy modules with 30, 35 and 40 mm frames DD60EE\\&]][[[ :KHUH³DD´FDQEH&+RU$EEFDQEHRU³\\´FDQEHEODQNRU&FDQ030%/ 0+&0%/+&3+&0'*RU0'*7DQG³]]´FDQEHEODQN+9)%RU)%+ ASUN ASUN modules with 35 and 40 mm frames $681[[[<<==DD :KHUH<<FDQEHRU==FDQEH0RU0+DQGDDFDQEHEODQNRU%% Auxin Auxin modules with 40 mm frames AXN6y6zAxxxB :KHUH\FDQEH0RU3]FDQEHRUDQG$FDQEH)0RU7DQG%FDQEHEODQN$ B or C Axitec Axitec Modules with 30, 35 and 40 mm frames $&[[[<DD==E :KHUH<FDQEH030%RU0+DDFDQEHEODQNRU==FDQEHRU EFDQEH6;99%;9RU0; Bluesun Solar Bluesun modules with 30 and 35mm frames BSMxxxY-AAA :KHUH<FDQEH0RU0DQG$$$FDQEH+3++3+RU+%' Boviet Boviet modules with 35 and 40mm frames %90==DD<<[[[%FF :KHUH==FDQEHRUDDFDQEHRU<<LV0RU3DQG%FDQEHEODQN/RU6DQGFF FDQEHEODQN++%)+%)'*++&++&%)++&%)'*+&%)RU+&%)'* BYD BYD modules with 35 mm frames %<'[[[$<== :KHUH$FDQEH030+RU3+<FDQEH&RU.DQG==FDQEHRU Canadian Solar Canadian Solar modules with 30, 32, 35 and 40 mm frames &6E<[[[= :KHUHEFDQEHRU<FDQEH+./13589:;RU<DQG=FDQEH03063; 06'3$*36'0%$*3%$*06$*06+/RU066' CertainTeed CertainTeed modules with 35 and 40 frames &7[[[<==$$ :KHUH<FDQEH03RU+&==FDQEHRUDQG$$FDQEHRU © 2022 IRONRIDGE, INC. VERSION 3.6 FLUSH MOUNT INSTALLATION MANUAL - 23 MODULE COMPATIBILITY CSUN Csun modules with 35 and 40 mm frames YYxxx-zzAbb :KHUH<<LV&681RU667]]LVEODQNRUDQG$LVEODQN30RU00EELVEODQN%%%% BW, or ROOF Dehui Dehui modules with 30, 35 and 40mm frames '+0<<<=[[[ :KHUH³<<<´FDQEHDQG³=´FDQEH%)RU: Ecosolargy Ecosolargy modules with 35 and 40 mm frames ECOxxxYzzA-bbD :KHUH³<´FDQEH$+6RU7³]]´FDQEHRU³$´FDQEH0RU3³EE´FDQEHRUDQG³'´FDQ be blank or B ET Solar ET Solar modules with 30, 35 and 40 mm frames (7<===[[[$$ :KHUH<FDQEH3/RU0===FDQEH%+%+%+%+%+DQG$$FDQ EH*/7%7::%::%%:%*::*:%$&:%&2::&2::%&2RU%%$& Flex Flex modules with 35 and 40 mm frames );6[[[<<== :KHUH³<<´FDQEH%%RU%&DQG³==´FDQEH0$$%0$$:0$%:6$$%6$$:6$&% 6$&:6$':6%$%6%$:6%&%RU6%&: Freedom Forever Freedom Forever modules with 35mm frames FF-MP-BBB-xxx *&/ *&/PRGXOHVZLWKPPDQGPPIUDPHV *&/DE<<[[[ :KHUH³D´FDQEH0RU3³E´FDQEHRUDQG³<<´FDQEH+RU'+ GigaWatt Solar Gigawatt modules with 40 mm frames GWxxxYY :KHUH³<<´FDQEHHLWKHU3%RU0% +DQVRO +DQVROPRGXOHVZLWKDQGIUDPHV +6[[[<<]] :KHUH³<<´FDQEH3%3'3(7%7'8%8'RU8(DQG³]]´FDQEH$+$1$1$1+++9 RU-+ +DQZD6RODU +DQZKD6RODUPRGXOHVZLWKPPIUDPHV +6/DD3<<[[[= :KHUH³DD´FDQEHHLWKHURU³<<´FDQEH3$RU3%DQG³=´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or X 1621 W Avalon Ave08/07/23 © 2022 IRONRIDGE, INC. VERSION 3.6 FLUSH MOUNT INSTALLATION MANUAL - 24 MODULE COMPATIBILITY +\XQGDL +\XQGDLPRGXOHVZLWKDQGPPIUDPHV +L<6[[[== :KHUH<FDQEH$'RU66FDQEH0RU6DQG==FDQEH*,+*+,.,0,0)0*3,5,5* 5*%)5*%.6*7,7*<+%.RU;*%. Itek Itek Modules with 40 mm frames IT-xxx-YY :KHUH³<<´FDQEHEODQN+(RU6(RU6( JA Solar JA Solar modules with 30, 35 and 40 mm frames -$\\]]EEZZ[[[DD :KHUH³\\´FDQEH030RU3³]]´FDQEHEODQN./59%.)$7*)$5/%./ 7*5%.57*9%.%.7*RU/%.7*³EE´FDQEHRUZZFDQEH ''''6666666666RU6DQG³DD´FDQEH%30% 056,6&35%%%%%%5(%% Jinko Jinko modules with 35 and 40 mm frames -.0<[[[==DD :KHUH<FDQHLWKHUEHEODQNRU6==FDQEH03RU33DQGDDFDQEHEODQN%+/ %/+/+%+%/+%/(3-%-%(33OXV90;5/5/% 7/%5/95/79%-%-3OXV9+9/9+/9+/9+/ 790;+%'93+/79RU+/90; .\RFHUD .\RFHUD0RGXOHV .<[[[==$$ :KHUH³<´FDQEH'RU8³==´FDQEHEODQN*;RU6;DQG³$$´FDQEH/38/)8838/36/3%/)% /)%6/)%/3%$&%&)&$&%&)&8&$&%&)&8&%&)&%&0&$RU 6MPA /* /*PRGXOHVZLWKDQGPPIUDPHV /*[[[<D=EE :KHUH<FDQEH$(0146DFDQEH$RU=FDQEH&.7RU:DQGEEFDQEH$$ $%%(($:**-./199 /RQJL /RQJLPRGXOHVZLWKDQGPPIUDPHV /5D<<==[[[0 :KHUHDFDQEHRU<<FDQEHEODQNRUDQG==FDQEHEODQN%.%3+93%3( 3++%'+,%+,++3%+3+RU+,%' Maxeon Maxeon modules with 35, 40 and 46mm frames SPR-AAAY-xxx-zzz :KHUH$$$FDQEH0$;3RU;<FDQEHRUDQG]]]FDQEH%/.&20RU833 Meyer Burger Meyer Burger Modules with 35mm frames Meyer Burger Black or White Mission Solar Mission Solar modules with 33, 35 and 40 mm frames <<<EE[[[==DD :KHUH<<<FDQEH06(RU7;6EEFDQEHEODQNRU$==FDQEHEODQN006(626465 6;76RUDQGDDFDQEHEODQN%%%:--6.57-6:=.7RU6 Mitsubishi Mitsubishi modules 390<<[[[== :KHUH³<<´FDQEH/(RU-(DQG³==´FDQEHHLWKHU+'+'RU)% Moltech IM and XS series modules with 40 mm frames Next Energy Alliance Next Energy Alliance modules with 35 and 40mm frames \\1($[[[== ZKHUH³\\´FDQEHEODQNRU86³==´FDQEH00%RU0 Neo Solar Power Neo Solar Power modules with 35 mm frames '<[[[==DD :KHUH³<´FDQEH0RU3³==´FDQEH%$%$($($+$+$DQG³DD´FDQEHEODQN7)0(RU ME (TF) © 2022 IRONRIDGE, INC. VERSION 3.6 FLUSH MOUNT INSTALLATION MANUAL - 25 MODULE COMPATIBILITY 3DQDVRQLF+,7 Panasonic modules with 35 and 40 mm frames 9%+1[[[<<]]$ :KHUH³<<´FDQEHHLWKHU.$5$6$RU=$³]]´FDQEHHLWKHU%%% %RUDQG³$´FDQEHEODQN(*RU1 Panasonic (EverVolt) Panasonic modules with 30 mm frames EVPVxxxA :KHUH$FDQEHEODQNRU+.RU3. Peimar Peimar modules with 40 mm frames SbxxxYzz :KHUH³E´FDQEH*0RU3³<´FDQEH0RU3DQG³]]´FDQEHEODQN%)RU)% Philadelphia Solar Philadelphia modules with 35 and 40 mm frames PS-YzzAA-xxx :KHUH<FDQEH0RU3]]FDQEHRUDQG$$FDQEHEODQN%)+&RU+&%) Phono Solar Phono Solar modules with 30, 35 and 40mm frames 36[[[<==$ :KHUH<FDQEH000+0+00+0*)0*)+00+0*)0*)+RU3==FDQEH RUDQG$FDQEH)77+88+8+%9+RU9+% Prism Solar Prism Solar modules with 35mm frames 367[[[:0< :KHUH<FDQEH++%RU+%, Recom Recom modules with 35 and 40 mm frames RCM-xxx-6yy :KHUH³\\´FDQEH0$0%0(RU0) REC Solar REC modules with 30 and 38 mm frames 5(&[[[<<== :KHUH³<<´FDQEH$$013133(3(73737307360736730RU73DQG³==´FDQ EHEODQN%ODFN%/.%/.6/9RU3XUH Renesola ReneSola modules with 35 and 40 mm frames $$[[[<== :KHUH$$FDQEH6306/3RU-&<FDQEHEODQN)0RU6DQG==FDQEHEODQN$E$EE$EK $EKE$EY$EYE%E%EE%EK%EKE%EY%EYE'E'EERU%E Renogy Renogy Modules with 40 mm frames RNG-xxxY :KHUH³[[[´LVWKHPRGXOHSRZHUUDWLQJDQG³<´FDQEH'RU3 Risen Risen Modules with 30, 35 and 40 mm frames 560\\D[[[== :KHUH\\FDQEHRUDFDQEHRUDQG==FDQEH03RU%0'* S-Energy S-Energy modules with 35 and 40mm frames 6$%%&&<<<[[[= :KHUH³$´FDQEH&'/RU1³%%´FDQEHEODQNRU³&&´FDQEHEODQNRU³<<<´FDQ EHEODQN%'(0$(0$,0%(0%,0&(RU0&,DQG³=´FDQEH903RU3 SEG Solar SEG Solar with 30, 35 and 40 mm frames 6(*D<<[[[== :KHUHDFDQEHEODQNRU%<<FDQEHEODQN0$0%3$RU3%DQG==FDQEHEODQN%%%*%: +9:%::%0%%0$+9%0$%*%0$7%%0%7%%0%+9%0'+9%0%%* Seraphim USA Seraphim modules with 30, 35 and 40 mm frames 653[[[<<<== :KHUH[[[LVWKHPRGXOHSRZHUUDWLQJDQG<<<FDQEH%0$%0'0$0%3$3%4$;;;; DQG4%;;;;==LVEODQN%%%*RU+9 Sharp Sharp modules with 35 and 40 mm frames NUYYxxx :KHUH³<<´FDQEH6$RU6& 1621 W Avalon Ave08/07/23 MODULE COMPATIBILITY © 2022 IRONRIDGE, INC. VERSION 3.6 FLUSH MOUNT INSTALLATION MANUAL - 26 6KLQVXQJ( *Shinsung Modules with 35mm frames 669[[[0+ Silfab Silfab Modules with 35 and 38 mm frames 6<<=[[[$E :KHUH<<FDQEH,/6$/$6*RU/*=FDQEHEODQN03RU;$FDQEHEODQN%+01DQGE FDQEH$&*./178RU; Solaria Solaria modules with 35 and 40 mm frames 3RZHU$[[[<== :KHUH$FDQEH;RU;7<FDQEH5RU&DQG==FDQEHEODQN$&%'%;%<3'3/3030$& 3;3=:;RU:= Solarcity (Tesla) Solarcity modules with 40 mm frames SCxxxYY :KHUH³<<´FDQEHEODQN%RU% SolarTech SolarTech modules with 40 mm frames AAA-xxxYY :KHUH$$$FDQEH3(5&%%3(5&%:+-7%%+-7%:RU678<<FDQEHEODQN3(5&RU+-7 SolarWorld AG 6RODU:RUOG6XQPRGXOH3OXV3URWHFW%LVXQ;/%LVXQ;/PD\EHIROORZHGE\PRQRSRO\GXREODFNENRU FOHDUPRGXOHVZLWKDQGPPIUDPHV SW-xxx SolarWorld Americas 6RODU:RUOG6XQPRGXOH3OXV3URWHFW%LVXQ;/%LVXQ;/PD\EHIROORZHGE\PRQRSRO\GXREODFNENRU clear; modules with 33 mm frames SWA-xxx Sonali Sonali Modules with 35 and 40 mm frames SS-M-xxx :KHUH0FDQEHEODQNRU0 Stion 6WLRQ7KLQ¿OPPRGXOHVZLWKPPIUDPHV STO-xxx or STO-xxxA SunEdison SunEdison Modules with 35 and 40 mm frames 6(<[[[=$%&'( :KHUH<FDQEH%)+35RU==FDQEHRU$FDQEH%&'(+,-./0RU1%FDQEH%RU :&FDQEH$RU&'FDQEHRUDQG(FDQEHRU Suniva Suniva modules with 35, 38 and 40 mm frames 237[[[$$%<<<= 09;[[[$$%<<<= :KHUH$$LVHLWKHURU%LVHLWKHURU<<<LVHLWKHU%RU%DQG=LVEODQN or B Sunmac Solar Sunmac Solar modules with 30 and 35mm frames 60[[[0DDD==%% :KHUHDDDFDQEHRUDQG==FDQEH1+RU6+ Sunpower Sunpower standard (G3 or G4) or InvisiMount (G5) 35 and 40mm frames 635=E[[[<< :KHUH=FDQEH$(03RU;³E´FDQEHEODQNRUDQG³<<´FDQEHEODQN%/. &20&$&'$&($&%/.($&*$&%/.*$&+$&%/.+$&%/.&$&RU%/.'$& Sunspark Sunspark modules with 40 mm frames 6<<[[[=$ :KHUH³<<´FDQEH0;RU67DQG³=´FDQEH00%00%3RU:DQG$FDQEHRU Suntech Suntech Modules with 35 and 40mm frames 673[[[\]]DD :KHUH\LVEODQNRU6DQG]]FDQEH$$8%RU%DQGDDFDQEH9G9HP9IZ9IK Vnh, Wdb, Wde, Wd, Wfhb or Wnhb Talesun Talesun modules with 30, 35 and 40mm frames 7$%\==DD[[[E :KHUH$FDQEH'RU3%FDQEHRU\FDQEHEODQN)*+,RU/==FDQEHRU DDFDQEH00+RU3DQGEFDQEHEODQN%7RU+ MODULE COMPATIBILITY © 2022 IRONRIDGE, INC. VERSION 3.6 FLUSH MOUNT INSTALLATION MANUAL - 27 Tesla Tesla modules with 40 mm frames TxxxY :KHUH<FDQEH+RU6 Trina Trina Modules with 30, 35 and 40mm frames 760[[[<<== :KHUH<<FDQEH'''''''('('(9'(*'(*9&'(0'(*0& '('('(*&'(;3$3&3'3'3$3&3'3(RU3(DQG ==FDQEHEODQN,,,,''666,,$$ $$$,,$,,$,,$,,$,,$,,$,,&&&,,&,,++,, +,,+,,+&,,+&,,00,,0,,0&,, URE URE modules with 35 mm frames '\=[[[DD :KHUH'FDQEH'RU)\FDQEH$%RU=FDQEH.RU0DQGDDFDQEH&*+$+$+$ (*%%(*(*%%RU0)*%% Vikram Vikram solar modules with 35 and 40 mm frames ;96\\==$$$EE :KHUH;FDQEHEODQN3DUDGHD3UH[RVRU6RPHUD\\FDQEH030%%0'+0'+70+06 0+%%RU3%%==FDQEHRU$$$LVWKHPRGXOHSRZHUUDWLQJDQGEEFDQEHRU VSUN VSUN modules with 30, 35 and 40 mm frames VSUNxxx-YYz-aa :KHUH<<FDQEHRU]FDQEH030+3+RU%0+DQGDDFDQEHEODQN%% BW, or DG Waaree Waaree modules with 40mm frames AAyy-xxx :KHUH$$FDQEH:6RU%LDQG\\FDQEHEODQN00%RU Winaico Winaico modules with 35 and 40 mm frames :V\[[[=D :KHUH\FDQEHHLWKHU3RU7=FDQEHHLWKHU03RU0;DQGDFDQEHEODQNRU Yingli Yingli modules with 35 and 40 mm frames </[[[=\\ :KHUH=FDQEH'RU3\\FDQEHEEGEERUG =16KLQH =16KLQHPRGXOHVZLWKPPIUDPHV =;0<$$$[[[0 :KHUH<FDQEHRU$$$FDQEH1+1+1+'%1+/''6+6+'% 6+/''RU73 1621 W Avalon Ave08/07/23 MODULE COMPATIBILITY © 2022 IRONRIDGE, INC. VERSION 3.6 FLUSH MOUNT INSTALLATION MANUAL - 28 MAKE MODELS FRAMELESS MODULE LIST Astronergy Solar Astronergy frameless modules &+603'*[[[ Canadian Solar Canadian Solar frameless modules &6E<[[[= :KHUH³E´FDQEHRU³<´LV.38RU;DQG³=´FDQEH0)*06)*3)*0%)*RU3%)* +HOLHQH +HOLHQHIUDPHOHVVPRGXOHV <<==[[[$ :KHUH<<FDQEH==FDQEH0DQG$FDQEH*+ Jinko Jinko frameless modules -.0[[[33'9 Prism Solar Prism Solar frameless modules %=<<[[[$$$ :KHUH=FDQEHLRU1<<FDQEH6RU6DQG$$$FDQEHEODQNRU%67& Risen Risen frameless modules 560\\[[[== :KHUH³\\´FDQEHRUDQG³==´FDQEH0'*RU3'* Stion Stion frameless modules 67/[[[RU67/[[[$ Sunpreme Sunpreme frameless modules GXB-xxxYY :KHUH³<<´FDQEHEODQNRU6/ Trina Trina frameless modules TSM-xxxYY :KHUH³<<´FDQEHHLWKHU'(*,,'(*,,'(*,,'(*,,'(*,,'(*&,, '(*&,,'(*,,3(*3(*3(*3(*3(*RU3(* 1621 W Avalon Ave08/07/23 Tech Brief 9OSVRO KJ-XU[TJOTMLUX+\KX_'VVROIGZOUT The UFO family of components eliminates the need for separate grounding hardware by bonding solar modules directly to IronRidge XR Rails. All system types that feature the UFO familyFlush Mount, Tilt Mount and Ground Mountare fully listed to the UL 2703 standard. UFO hardware forms secure electrical bonds with both the module and the rail, resulting in many parallel grounding paths throughout the system. This leads to safer and more reliable installations. UFO Family of Components ;TO\KXYGR,GYZKTOTM5HPKIZ;,5 The UFO securely bonds solar modules to XR Rails. It comes assembled and lubricated, and FDQWDZLGHUDQJHRIPRGXOHKHLJKWV he g ore ;TO\KXYGR,GYZK The UFO securely b Rails. It comes asse FDQWDZLGHUDQJH 9ZUVVKX9RKK\K The Stopper Sleeve snaps onto the UFO, converting it into a bonded end clamp. (UTJKJ9VROIK Each Bonded Splice uses self-drilling screws to form a secure connection. No bonding strap needed. (UTJKJ'ZZGINSKTZY The bonding bolt attaches and bonds the L-foot to the rail. It is installed with the same socket as the rest of the system. -XU[TJOTM2[M A single Grounding Lug connects an entire row of PV modules to the grounding conductor. (UTJKJ9VROIK Each Bonded Splice uses lf d illi f 9_YZKS*OGMXGS ;2)KXZO IGZOUT The IronRidge Flush Mount, Tilt Mount, and Ground Mount Systems have been listed to UL 2703 by Intertek Group plc. UL 2703 is the standard for evaluating solar mounting systems. It ensures these devices will maintain strong electrical and mechanical connections over an extended period of time in extreme outdoor environments. n/XUT8OJMK/TI'RRXOMNZYXKYKX\KJ<OYOZ]]]OXUTXOJMKIUSUXIGRRLUXSUXKOTLUXSGZOUT<KXYOUT Tech Brief )XUYY9_YZKS)USVGZOHOROZ_ ,KGZ[XK ,R[YN3U[TZ :ORZ3U[TZ -XU[TJ3U[TZ XR Rails ((XR1000 Only UFO/Stopper ((( Bonded Splice ((N/A Grounding Lugs 1 per Row 1 per Row 1 per Array Microinverters & Power Optimizers Enphase - M250-72, M250-60, M215-60, C250-72 Darfon - MIG240, MIG300, G320, G640 SolarEdge - P300, P320, P400, P405, P600, P700, P730 Fire Rating Class A Class A N/A Modules Tested or Evaluated with over 400 Framed Modules Refer to installation manuals for a detailed list. í Approved Enphase microinverters can provide equipment grounding of IronRidge systems, eliminating the need for JURXQGLQJOXJVDQGHOGLQVWDOOHGHTXLSPHQWJURXQGFRQGXFWRUV(*&$PLQLPXPRIWZRPLFURLQYHUWHUVPRXQWHGWRWKH same rail and connected to the same Engage cable is required. Refer to installation manuals for additional details. -UZU/XUT8OJMKIUS;,5 1621 W Avalon Ave08/07/23 8431 Murphy Drive Middleton, WI 53562USA Telephone: 608.836.4400 Facsimile: 608.831.9279 www.intertek.com Test Verification of Conformity This Verification is for the exclusive use of Intertek's client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this Verification. Only the Client is authorized to permit copying or distribution of this Verification. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. The observations and test/inspection results referenced in this Verification are relevant only to the sample tested/inspected. This Verification by itself does not imply that the material, product, or service is or has ever been under an Intertek certification program. GFT-OP-11a (24-MAR-2014) Signature: Name: Nalini Mandadi Position: Project Engineer Date: 11/14/2014 In the basis of the tests undertaken, the sample(s) of the below product have been found to comply with the requirements of the referenced specifications at the time the tests were carried out. Applicant Name & Address: IronRidge, Inc. 28357 Industrial Blvd Hayward, CA 94545 USA Product Description: Flush Mount System with XR Rails. Ratings & Principle Characteristics: Fire Class Resistance Rating: -Flush Mount (Symmetrical). Class A Fire Rated for Low Slope applications when using Type 1, 2, 3, 13, 19, 25 and 29 listed photovoltaic modules. Class A Fire Rated for Steep Slope applications with Type1, 2 and 3, listed photovoltaic modules. Tested with a 5 gap (distance between the bottom the module frame and the roof covering), per the standard this system can be installed at any gap allowed by the manufacturers installation instructions. No perimeter guarding is required. This rating is applicable with any IronRidge or 3rd party roof anchor. Models: IronRidge Flush Mount with XR Rails Brand Name:IronRidge Flush Mount Relevant Standards: UL 2703 (Section 15.2 and 15.3) Standard for Safety Mounting Systems, Mounting Devices, Clamping/Retention Devices, and Ground Lugs for Use with Flat-Plate Photovoltaic Modules and Panels, First Edition dated Jan. 28, 2015 Referencing UL1703 Third Edition dated Nov. 18, 2014, (Section 31.2) Standard for Safety for Flat-Plate Photovoltaic Modules and Panels. Verification Issuing Office: Intertek Testing Services NA, Inc. 8431 Murphy Drive Middleton, WI 53562 Date of Tests: 08/27/2014 to 03/17/2015 Test Report Number(s): 101769343MID-001r1, 101769343MID-001a, 101915978MID-001 & 101999492MID-001ar1-cr1, 104428358MID-001 EEV Revision Summary 8/27/2020 Added type 13, 19, 25 and 29 to system, update address. This verification is part of the full test report(s) and should be read in conjunction with them. This report does not automatically imply product certification. Completed by: Chris Zimbrich Reviewed by: Chad Naggs Title: Technician I, Fire Resistance Title: Technical Team Lead, Fire Resistance Signature: Signature: Date: 08/27/2020 Date: 08/27/2020 1621 W Avalon Ave08/07/23 SCE Solar Series Generation Meter Adapter for Net Energy Metering Interconnections Solar Installation Options Southern California Edison (SCE) now offers a Generation Meter Adapter (GMAs) for eligible Net Energy Metering(NEM) customers. GMAs offer an alternative interconnection option to traditional supply-side connections (also called “line-side taps”). About GMAs GMAs are devices placed on meter sockets. They allow certain NEM customers to interconnect their renewable generating facilities to the supply side of their main panel breakers, without the need to modify their panels. GMA Beneﬁts • Eliminate the need to make modiﬁcations to your meter panel, which may help reduce the overall cost and time of your renewable generating facility installation. • Provide a safer installation than traditional line-side taps by eliminating the need to enter or modify the service panel. GMA Eligibility and Technical Requirements • If your residence has a self-contained, single-phase meter, and you meet the additional technical requirements listed below, you’re eligible to request the installation of a GMA: • A 120 or 120/240 volt service panel, not exceeding a 200-amp rating, which meets utility service and National Electrical Code standards and has no current Electrical Service Requirements violations. • An overcurrent protective device positioned 2’-3’ from the meter panel (using liquid tight ﬂexible conduit). • A single, visible-open, lockable, AC disconnect adjacent to the meter. A Final Inspection (customer electrical panel release) directly from the Authority Having Jurisdiction (AHJ) is required prior to the installation of the GMA. Depending on your service panel, an SCE meter technician may route the GMA’s neutral conductor through SCE’s section of your panel to the breaker section for your electrician to terminate. How to Request a GMA Follow these steps to request your GMA installation: 1. Go to sce.com/NEM, select the link “Generation Meter Adaptor Request Instructions and FAQs” and follow the instructions in the FAQ. 2. Once SCE determines your Interconnection Request (IR) is valid and complete, you will receive a GMA invoice and an Interconnection Facilities Financing and Ownership Agreement (IFFOA). 3. When we receive your payment, signed IFFOA, and AHJ meter release, and your renewable generating facility is installed, an SCE representative will contact you to schedule a GMA installation appointment. GMA Installation On your appointment day, your electrician must be at your residence to meet the SCE technician (if you must cancel or reschedule your appointment, be sure to do so 24 hours in advance to avoid delays and additional fees). During your appointment, the SCE technician will inspect your meter panel for compliance with SCE’s Electrical Service Requirements, and will install the GMA. Your electrician will complete the additional required connections. What Is The Cost? Customers pay a cost of approximately $500, based on the terms and conditions of the Interconnection Facilities Financing and Ownership Agreement (IFFOA). If SCE is unable to install the GMA, the IFFOA is terminated, and the equipment portion of the cost is refunded. In these cases, a NEM IR revision is required to complete the interconnection process. Get Answers and More Information If you have questions about GMAs, drop us an e-mail at: netenergymeteringcustomerengagement@sce.com. ©2016 Southern California Edison. All rights reserved R-2267-V1-0516 1621 W Avalon Ave08/07/23 © 2022 IronRidge,Inc. CAFlush MountSystemCertification Letter -3 28357 Industrial Blvd. Hayward, CA 94545 1-800-227-9523 IronRidge.com 10. Systems using CAMO module clamps shall be installed with the following guidance: a) For single module installations (orphan modules) using modules with a length greater than 67.5, CAMO clamps shall not be installed in regions that experience ground snow loads of 70psf and greater. Such scenarios are shown by asterisks in the applicable span tables. b) CAMO will function within a modules design load ratings. Be sure the specific module being used with CAMO meets the dimensional requirements shown in the figure below and that the module selected is suitable for the environmental conditions of a particular project. Figure 1: CAMO Module Frame Dimensional Requirements Span valuesfor Exposed and Edge module conditions, as defined below, are included in the attached span tables and shall be used when each condition exists. The maximum allowable span for Exposed or Edge modules shall be the lesser of the following two: (1) The span value for the Exposed or Edge module condition; (2) The span value determined by site wind speed and ground snow load. Additionally, irrespective of the lesser span, the shaded cells for the Exposed and Edge module conditions which reflect the UFO clamp usage limitation detailed in note 9 of page 2 shall apply to the respective condition. 1. Exposed Module conditions: A module is defined as Exposed (per Section 29.4.4 of ASCE 7-16) if the distance from any of its free edges (an edge with no connectivity to other modules) to its facing roof edge (such as eave, ridge, rake, or hip) is greater than 0.5h (h is ASCE defined building height) AND if the distance from its free edge to any other adjacent array or panel is greater than 4 feet. The allowable spans and cantilever shall only be applied to the portion of rail directly under Exposed Modules. 2. Edge Module conditions: A module is defined as an Edge Module when its distance from any side of the module to its facing perimeter roof edge (such as eave, ridge, rake, or hip) is less than 2 times the heightof the array (2h 2) where h2 is measured fromthe roof surface to the top surface of the module. The allowable spans and cantilever shall only be applied to the portion of rail directly under Edge Modules. Additionally, if the roof edge is the eave or ridge, only the rail nearest to that roof edge shall be considered for this span adjustment. 1621 W Avalon Ave08/07/23 A B - - IS S U E D F O R : P E R M I T DA T E : So l a r P h o t o v o l t a i c S y s t e m 5/ 2 / 2 0 2 3 MA I A H U N T I N G T O N & N I C H O L A S J . CO C H R A N 1 6 2 1 W E S T A V A L O N A V E N U E SA N T A A N A , C A 9 2 7 0 6 SU N L U X 1 0 8 6 0 6 T H S T R E E T RA N C H O C U C A M O N G A , C A 9 1 7 3 0 Ph o n e : ( 9 0 9 ) 3 9 0 - 1 7 9 6 CS L B # 1 0 0 8 3 7 4 ( C - 1 0 ) X__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 25 8 2 PV-1 PROJECT INFORMATION/SCOPE OF WORK VICINITY MAP SHEET INDEX APPLICABLE CODES PLAN SET LEGEND SUB SERVICE PANEL AC DISCONNECT DC DISCONNECT SOLAR COMBINER BOX INVERTER SUB AC DC SLC INV JUNCTION BOXJB ABBREVIATIONS EXTERIOR INTERIOR EXT INT NEW(N) EXISTING(E) ELECTRICAL METALLIC TUBINGEMT RIGID METALLIC CONDUITRMC VOLTAGE OPEN CIRCUITVOC VOLTAGE AT MAX. POWERVMP SHORT CIRCUIT CURRENTISC CURRENT AT MAX. POWERIMP AHJ NOTES PV MONITORINGM NOT TO SCALENTS OCCUPANCY: R-3 CONSTRUCTION TYPE: VB UNSPRINKLERED MAIN SERVICE PANEL MSP PR O J E C T I N F O R M A T I O N ALL WORK TO COMPLY WITH THE FOLLOWING CODES: 2022 CA BUILDING CODE 2022 CA RESIDENTIAL CODE 2022 CA MECHANICAL CODE 2022 CA ELECTRICAL CODE 2022 CA GREEN CODE 2022 CA PLUMBING CODE 2022 CA ENERGY CODE 2022 CA FIRE CODE LOCAL JURISDICTION AMENDMENTS PV-1 PROJECT INFORMATION PV-1A SITE PLAN, HOUSE PHOTO PV-1B FIRE ACCESS PATHWAY PLAN PV-2 ROOF PLAN PV-2A ATTACHMENT DETAILS PV-3 ELECTRICAL LINE DIAGRAM & ELECTRICAL CALCULATIONS PV-3A ELECTRICAL NOTES PV-4 & 4A REQUIRED SIGNAGE PV-5 SITE DIAGRAM FOR CONTRACTOR USE ONLY ENPHASE AC SOLAR PVENCOMBINER BOX 14 X 395 W Trina Solar TSM-395DE09.05 ROOF MOUNTED SOLAR PHOTOVOLTAIC MODULES 1 X 5000 W SolarEdge Technologies SE5000H-US (SI1-JUN20) (240V) 14 X 440 W SolarEdge Technologies S440 Power Optimizer SYSTEM SIZE: 5.530 kW DC STC, 5.156 kW CEC-AC ARRAY AREA: 290 SF AHJ: CITY OF SANTA ANA APN: 001-283-08 MAIA HUNTINGTON & NICHOLAS J. COCHRAN 1621 WEST AVALON AVENUE SANTA ANA, CA 92706 PER SECTION R314 AND R315 OF CRC 2022, IT'S REQUIRED THAT SMOKE ALARM AND CARBON MONOXIDE DETECTORS ARE RETROFITTED INTO THE EXISTING DWELLING FOR A PERMIT WITH REPAIRS OR ADDITIONS EXCEEDING $1,000. ALL NEW UTILITY CONNECTIONS ARE REQUIRED TO BE INSTALLED BELOW GRADE BY SANTA ANA MUNICOPAL CODE 41-626(B). THERE IS A STANDING EXCEPTION FOR EXISTING ONE AND TWO FAMILY DWELLINGS. THIS EXCEPTION APPLIES ONLY WHEN THE NEW ELECTRICAL SERVICE IS DESIGNATED TO BE FED FROM BELOW GRADE AS WELL AS OVERHEAD. ONLY LISTED COMBINATION OVERHEAD AND UNDERGROUND FEED SERVICE BOXES MAY BE USED TO CONNECT TO AN OVERHEAD UTILITY DROP. THIS EXCEPTION TO AN UNDERGROUND FED SERVICE APPLIES ONLY TO EXISTING SINGLE FAMILY AND TWO FAMILY RESIDENCES. PROJECT SITE ELECTRIC VEHICLEEVOUTLET FLEXIBLE METALLIC CONDUITFMC PERFORMANCE METER STORAGE BATTERYBAT PLP PROTECTED LOAD PANEL AUTHORITY HAVINGAHJ JURISDICTION RIGID GALVANIZED STEELRGS ENERGY STORAGEESS SYSTEM INSTALLATION OF NEW SOLAR PV SYSTEM: 1 X GENERATION METER ADAPTER GMA GENERATION METER ADAPTER 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# 101116060 Elec# 20180475 Issued 08/02/23 1621 W Avalon Ave 08/07/23 A B - - IS S U E D F O R : P E R M I T DA T E : So l a r P h o t o v o l t a i c S y s t e m 5/ 2 / 2 0 2 3 MA I A H U N T I N G T O N & N I C H O L A S J . CO C H R A N 1 6 2 1 W E S T A V A L O N A V E N U E SA N T A A N A , C A 9 2 7 0 6 SU N L U X 1 0 8 6 0 6 T H S T R E E T RA N C H O C U C A M O N G A , C A 9 1 7 3 0 Ph o n e : ( 9 0 9 ) 3 9 0 - 1 7 9 6 CS L B # 1 0 0 8 3 7 4 ( C - 1 0 ) X__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 25 8 2 SCALE: 1":15'-0" N SCALE: N.T.S.HOUSE PHOTO SITE PLAN PV-1A SI T E P L A N , H O U S E P H O T O ARRAY LOCATION MSP AC INV WITH BUILT IN RAPID SHUTDOWN OPTIMIZER LOCATED AT EACH MODULE 1 STRING # OF PANELS TILT, AZIMUTH 1 14 TOTAL # OF PANELS 14 SEE PV1B FOR FIRE ACCESS PATHWAYS PV-2 FOR ROOFTOP EQUIPMENT CALLOUTS AND ROOF AND ARRAY DIMENSIONS. TOTAL ROOF AREA: 3,148 SF TOTAL MODULE AREA: 290 SF TOTAL ROOF COVERAGE: 9.2 % WEST AVALON AVENUE (E) ONE-STORY HOUSE (E) DRIVEWAY (N) SOLAR PV ARRAY PER TABLE BELOW FIRE ACCESS POINT 1 2 3 4 SITE PLAN LEGEND 1 2 3 4 65'-0" 1 1 5 ' - 0 " 65'-0" 1 1 5 ' - 0 " 5'-0" 1 9 ' - 9 " 5'-0" 23 ' - 7 " PL PL PL PL 1 1 1 1 1 1 1 1 1 1 1 1 1 GMA 5 (N) AC DISCONNECT TO BE 2'-3' FROM MAIN SERVICE PANEL 5 1621 W Avalon Ave08/07/23 A B - - IS S U E D F O R : P E R M I T DA T E : So l a r P h o t o v o l t a i c S y s t e m 5/ 2 / 2 0 2 3 MA I A H U N T I N G T O N & N I C H O L A S J . CO C H R A N 1 6 2 1 W E S T A V A L O N A V E N U E SA N T A A N A , C A 9 2 7 0 6 SU N L U X 1 0 8 6 0 6 T H S T R E E T RA N C H O C U C A M O N G A , C A 9 1 7 3 0 Ph o n e : ( 9 0 9 ) 3 9 0 - 1 7 9 6 CS L B # 1 0 0 8 3 7 4 ( C - 1 0 ) X__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 25 8 2 SCALE: 1":10'-0" N FIRE ACCESS PATHWAYS & RIDGE SETBACK PLAN PV-1B PA T H W A Y P L A N 1 2 TOTAL ROOF AREA: 3,148 SF TOTAL MODULE AREA: 290 SF TOTAL ROOF COVERAGE: 9.2 % FI R E A C C E S S R324.6.1 PATHWAYS: NOT LESS THAN TWO MINIMUM 36-INCHWIDE PATHWAYS ON SEPARATE ROOF PLANES, FROM LOWEST ROOF EDGE TO RIDGE, SHALL BE PROVIDED ON ALL BUILDINGS. AT LEAST ONE PATHWAY SHALL BE PROVIDED ON THE STREET OR DRIVEWAY SIDE OF THE ROOF. FOR EACH ROOF PLANE WITH A PHOTOVOLTAIC ARRAY, A MINIMUM 36-INCH-WIDE PATHWAY FROM THE LOWEST ROOF EDGE TO RIDGE SHALL BE PROVIDED ON THE SAME ROOF PLANE AS THE PHOTOVOLTAIC ARRAY, ON AN ADJACENT ROOF PLANE, OR STRADDLING THE SAME AND ADJACENT ROOF PLANES. PATHWAYS SHALL BE OVER AREAS CAPABLE OF SUPPORTING FIRE FIGHTERS ACCESSING THE ROOF. PATHWAYS SHALL BE LOCATED IN AREAS WITH MINIMAL OBSTRUCTIONS SUCH AS VENT PIPES, CONDUIT, OR MECHANICAL EQUIPMENT. R324.6.2 SETBACK AT RIDGE: FOR PHOTOVOLTAIC ARRAYS OCCUPYING NOT MORE THAN 33 PERCENT OF THE PLAN VIEW TOTAL ROOF AREA, NOT LESS THAN AN 18-INCH CLEAR SET BACK IS REQUIRED ON BOTH SIDES OF A HORIZONTAL RIDGE. FOR PHOTOVOLTAIC ARRAYS OCCUPYING MORE THAN 33 PERCENT OF THE PLAN VIEW TOTAL ROOF AREA, NOT LESS THAN A 36-INCH CLEAR SET BACK IS REQUIRED ON BOTH SIDES OF A HORIZONTAL RIDGE. R324.6.4 EMERGENCY ESCAPE AND RESCUE OPENING: PANELS AND MODULES INSTALLED ON DWELLINGS SHALL NOT BE PLACED ON THE PORTION OF A ROOF THAT IS BELOW AN EMERGENCY ESCAPE AND RESCUE OPENING. A 36-INCH-WIDE PATHWAY SHALL BE PROVIDED TO THE EMERGENCY ESCAPE AND RESCUE OPENING. LEGEND 36" ACCESS PATHWAYS 18" SETBACK ON BOTH SIDES OF RIDGE PER R324.6.2 PATHWAY ON STREET OR DRIVEWAY1 SIDE OF THE ROOF FIRE ACCESS POINT2 18" SETBACK TO HIP/VALLEY 1621 W Avalon Ave08/07/23 A B - - IS S U E D F O R : P E R M I T DA T E : So l a r P h o t o v o l t a i c S y s t e m 5/ 2 / 2 0 2 3 MA I A H U N T I N G T O N & N I C H O L A S J . CO C H R A N 1 6 2 1 W E S T A V A L O N A V E N U E SA N T A A N A , C A 9 2 7 0 6 SU N L U X 1 0 8 6 0 6 T H S T R E E T RA N C H O C U C A M O N G A , C A 9 1 7 3 0 Ph o n e : ( 9 0 9 ) 3 9 0 - 1 7 9 6 CS L B # 1 0 0 8 3 7 4 ( C - 1 0 ) X__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 25 8 2 SCALE: 1":10'-0" ROOF PLAN N ARRAY & ROOF INFO MODULE TYPE, DIMENSIONS & WEIGHT PV-2 RO O F P L A N GMA JB AC INV WITH BUILT IN RAPID SHUTDOWN OPTIMIZER LOCATED AT EACH MODULE ACCESSES IDENTIFIED ARE AT STRONG POINTS OF ROOF WHICH DO NOT HAVE OPENINGS BELOW LADDER ACCESSES. PER CRC R331.4.1. 1 1 LAYER OF COMP SHINGLE 2x6 RAFTERS @ 24" o.c 180 26 671 180 26 289.8 9.2% 14 72 Roof Plane Roof Type: Roof Framing: Roof Azimuth (deg): Roof Slope (deg): Roof Area (sf): Array Azimuth (deg): Array Tilt (deg): Array Area (sf): % Coverage of Roof # of Panels Attachment spacing (in): PANEL TYPE:TSM-395DE09.05 PANEL WEIGHT:46.3 LB PANEL DIMENSIONS: 69.06 IN. X 43.15 IN. PANEL AREA: 20.70 SF UNIT WEIGHT OF PANELS: 46.3LB/20.7SF =2.24 PSF OPTIMIZER & RACKING 0.29 PSF AREA PER ATTACHMENT: 6'X2.88' =17.3 SF WEIGHT PER ATTACHMENT: 17.3SFX2.53PSF =46.7 LB ALL ARRAY AND ROOF INFORMATION IS SHOWN TO THE RIGHT INCLUDING FRAMING AND ATTACHMENT SPACING. CONDUIT SHALL BE EMT CONDUIT (EXTERIOR) OR EMT OR FMC AS AHJ ALLOWS (INTERIOR), CONTRACTOR TO RUN CONDUIT ON ROOF AND UNDER EAVES OR WITHIN ATTIC. CONDUIT RUN TO BE DETERMINED AT THE TIME OF INSTALL. ANY EXPOSED CONDUIT SHALL BE PAINTED TO MATCH THE ADJACENT SURFACE. FIRE ACCESS POINT1 2 3 ROOF PLAN LEGEND (E) INTERIOR RAFTER SUPPORT (E) EXTERIOR WALL 1 4 (N) CONDUIT ROUTE 5 6 7 (E) CHIMNEY (E) ROOF VENT FLUSH WITH ROOF (E) PLUMBING VENT 2 3 4 5 6 7 8 7' - 2 " 7' - 2 " 2' - 0 " 3'-0" 1 ' - 6 " 12'-5" 8 (E) A/C UNIT & DUCT MSP 9 (N) AC DISCONNECT TO BE 2'-3' FROM MAIN SERVICE PANEL 9 1621 W Avalon Ave08/07/23 SOLAR HOOKS COMPOSITION 5/16" STAINLESS STEEL LAG BOLT MIN. 2.5"PENETRATION SEALED W/ M1 SEALANT (E) ROOF FRAMING, SEE ROOF INFO MATCH (E) ROOF SLOPE PV MODULES FLASHING KIT IRONRIDGE XR10 RAIL 312" A B - - IS S U E D F O R : P E R M I T DA T E : So l a r P h o t o v o l t a i c S y s t e m 5/ 2 / 2 0 2 3 MA I A H U N T I N G T O N & N I C H O L A S J . CO C H R A N 1 6 2 1 W E S T A V A L O N A V E N U E SA N T A A N A, C A 9 2 7 0 6 SU N L U X 1 0 8 6 0 6 T H S T R E E T RA N C H O C U C A M O N G A , C A 9 1 7 3 0 Ph o n e : ( 9 0 9 ) 3 9 0 - 1 7 9 6 CS L B # 1 0 0 8 3 7 4 ( C - 1 0 ) X_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 25 8 2 EXISTING PURLIN EXISTING 2"X6" RAFTERS @ 24" O.C. OVER INTERIOR WALL (E) INTERIOR WALL EXISTING PURLIN SUPPORT 7'-2"7'-2" PV-2A AT T A C H M E N T D E T A I L S SCALE: 1/2" = 1'-0"ATTACHMENT DETAIL RAFTER SECTION DETAIL SCALE: N.T.S 1621 W Avalon Ave08/07/23 A B - - IS S U E D F O R : P E R M I T DA T E : So l a r P h o t o v o l t a i c S y s t e m 5/ 2 / 2 0 2 3 MA I A H U N T I N G T O N & N I C H O L A S J . CO C H R A N 1 6 2 1 W E S T A V A L O N A V E N U E SA N T A A N A , C A 9 2 7 0 6 SU N L U X 1 0 8 6 0 6 T H S T R E E T RA N C H O C U C A M O N G A , C A 9 1 7 3 0 Ph o n e : ( 9 0 9 ) 3 9 0 - 1 7 9 6 CS L B # 1 0 0 8 3 7 4 ( C - 1 0 ) X__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 25 8 2 SI N G L E L I N E D I A G R A M SCALE: N.T.S.ELECTRICAL SINGLE LINE DIAGRAM 600 V, NEMA 3R W/ EUROSTRIP OR POLARIS IT CONNECTORS JUNCTION BOXA B C ELECTRICAL EQUIPMENT CALLOUTS STRINGS CONNECTED IN PARALLEL SEE PV-3A FOR ELECTRICAL NOTES FUSIBLE WITH 30A FUSES, PV-3 TO UTILITY GRID UTILITY METER IS SELF CONTAINED SCE GMA ADAPTER INSTALLED BY SCE SCE GMA BI-DIRECTIONAL UTILITY METER 1PH, 120/240V, 3W BOND TO EXISTING UFER C WITH A FUSES30 B STRINGS CONNECTED IN PARALLEL @ INVERTER LOW MEAN TEMP PER ASHRAE HANDBOOK MFR VOLTAGE TEMP COEFFICIENT (oC) VOLTAGE LOW TEMP. CORR. (oC) HIGH AMBIENT TEMP (oC) CONDUIT HEIGHT (in) ROOF TOP ADDED TEMP PER ADJUSTED TEMP TEMP CORRECTION ROOF 2 -0.25 1.06 31 ABOVE 7/8" MIN.0 31 .96 WALL 2 31 N/A 0 31 .96 5.530kW DC STC, 5.156 kW CEC-AC SOLAR ARRAY 14 Trina Solar 395W MODULES TOTAL MAX PV VOLTAGE & CURRENT CALCS: RECORD LOW TEMP ( C): (PER ASHRAE HANDBOOK)2 TEMP COEFFICIENT (Voc) PER MANUFACTURER:-0.25%/C VOLTAGE CORRECTION:1.06 Vcorrection X Voptm 1.06* 380 = 402.8V OUTPUT FROM POWER OPTIMIZER PER STRING:15A 1.25 X Iopt 1.25 * 15 = 18.75A WIRE TAG #CONDUIT WIRE QTY (CARRY CURRENT) WIRE GAUGE (AWG) WIRE TYPE WIRE LENGTH (FEET) TEMP RATING: WIRE LOCATION ADJUSTED WIRE TEMP WIRE AMP TEMP CORRECTION PER TABLE 310.15(B)(2)(a): CONDUIT FILL PER Table 310.15(B)(3)(a): WIRE OCP: TERMINAL 75oC RATING STRINGS PER SET OF WIRES (DC) OR # 0F INVERTERS: SHORT CIRCUIT CURRENT (DC) OR AC OUTPUT CEC 690.8(A) CEC 690.8(B) STRING AMPS GROUND SIZE GROUND TYPE OCPD CHECK 1 NONE 2 10 PV WIRE 15 ROOF 31 40 X 0.96 X 1 = 38.4 35 1 X 15.00 X 1 X 1 = 15 #6 SBC NONE 2 3/4" EMT 2 10 THWN-2 70 ROOF 31 40 X 0.96 X 1 = 38.4 35 1 X 15.00 X 1 X 1 = 15 #8 THWN-2 NONE 3 3/4" EMT 3 10 THWN-2 5 WALL 31 40 X 0.96 X 1 = 38.4 35 1 X 21.00 X 1.25 X 1 = 26.25 #8 THWN-2 30A FUSES 4 3/4" LFMC 3 6 THWN-2 5 WALL 31 75 X 0.96 X 1 = 72 65 1 X 21.00 X 1.25 X 1 = 26.25 NONE PANEL DECAL Trina Solar TSM-395DE09.05 395W Vmp= 34V Voc= 41V Isc= 12.21A Imp= 11.62A CEC PTC POWER=372W SolarEdge Technologies SE5000H-US (SI1-JUN20) (240V) INVERTER MAX DC VOLTAGE: 480V DC VOLTAGE INPUT RANGE: 380-480V @240V PEAK POWER TRACKING VOLTAGE: 380-480V @240V AC NOMINAL VOLTAGE/RANGE: 211-264V @240V MAX AC OUTPUT CURRENT: 21A CEC WEIGHTED EFFICIENCY: 99% @240V 5kW INVERTER UNGROUNDED SOLAREDGE TECHNOLOGIES SE5000H-US (SI1-JUN20) (240V) (240V) INVERTER 240 VAC, 21 A NEMA 3R, UL LISTED, (WITH INTEGRATED DC DISCONNECT), EQUIPPED WITH RAPID SHUTDOWN KIT (E) 100A MAIN SERVICE PANEL (E) MAIN SERVICE DISCONNECT 240V, 100A NOT CENTER FED AC DISCONNECT 240 VAC, 30A NEMA 3R, UL LISTED STRING # OF PANELS TILT, AZIMUTH 1 14 TOTAL # OF PANELS 14 SOLAR INVERTER IS SMART INVERTER COMPLIANT PER CALIFORNIA RULE 21. STRING W/ 1 POWER OPTIMIZER PER PANELJB A 1 IRREVERSIBLE GROUNDING CONNECTION SOLAREDGE POWER OPTIMIZER S440 (240V) MAX DC VOLTAGE: 60V DC VOLTAGE INPUT RANGE: 8-60V @ 240V PEAK POWER TRACKING VOLTAGE: 8-60V @ 240V AC NOMINAL VOLTAGE/RANGE: 8-60 @ 240V MAX AC OUTPUT CURRENT: 15A CEC WEIGHTED EFFICIENCY: 98.6% @ 240V BOND #4 AWG TO UNDERGROUND WATER SERVICE LESS THAN 5' FROM WHERE IT ENTERS THE BUILDING AC DISCONNECT TO BE 2'-3' FROM MAIN SERVICE PANEL (N) (1) #8 GROUND IN 3/4" LFMC B. TECHNICAL REQUIREMENTS A SINGLE, VISIBLE OPEN, LOCKABLE AC DISCONNECT MUST BE INSTALLED DIRECTLY ADJACENT TO THE METER. CUSTOMER/CONTRACTOR MUST UTILIZE LIQUID TIGHT FLEXIBLE CONDUIT FOR THE CONNECTION BETWEEN THE OVERCURRENT DEVICE AND THE GENERATION METER ADAPTER (2-FEET MINIMUM -3-FEET MAXIMUM). THE GENERATION METER ADAPTER WILL NOT BE INSTALLED ON A-BASE, OLD SEQUENCE METERS, OR ON PANELS THAT UTILIZE ANOTHER METER ADAPTER. THE GENERATION METER ADAPTER CAN ONLY BE INSTALLED ON PANELS THAT ALLOW THE NEUTRAL TO BE EASILY ROUTED FROM SCE'S SECTION TO THE CUSTOMER BREAKER SECTION. SCE WILL NOT BE RESPONSIBLE FOR TERMINATING THE NEUTRAL. **NOTE THAT A FINAL INSPECTION (CUSTOMER ELECTRICAL PANEL RELEASE) DIRECTLY FROM THE AUTHORITY HAVING JURISDICTION (AHJ) IS REQUIRED PRIOR TO THE INSTALLATION OF THE GMA. GMA CONNECTION SHOULD BE TIED TO METER ITSELF SOUTHERN CALIFORNIA EDISON (SCE) GMA ELIGIBILITY AND TECHNICAL REQUIREMENTS A. GENERAL REQUIREMENTS THE EXISTING ELECTRICAL PANEL AND ALL ELECTRICAL CONNECTIONS AND COMPONENTS MUST BE APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). THE GENERATION METER ADAPTER WILL ONLY BE ALLOWED FOR INSTALLATION ON SINGLE FAMILY RESIDENTIAL, SELF-CONTAINED, SINGLE PHASE, 120/240 V PANELS RATED BETWEEN 60 -200 AMPS WITH A MAIN BREAKER. THE GENERATION METER ADAPTER SHALL ONLY BE USED TO FACILITATE GENERATION INTERCONNECTIONS AND CAN ONLY BE OBTAINED FROM SCE THROUGH THE GENERATION INTERCONNECTION PROCESS. 1621 W Avalon Ave08/07/23 A B - - IS S U E D F O R : P E R M I T DA T E : So l a r P h o t o v o l t a i c S y s t e m 5/ 2 / 2 0 2 3 MA I A H U N T I N G T O N & N I C H O L A S J . CO C H R A N 1 6 2 1 W E S T A V A L O N A V E N U E SA N T A A N A , C A 9 2 7 0 6 SU N L U X 1 0 8 6 0 6 T H S T R E E T RA N C H O C U C A M O N G A , C A 9 1 7 3 0 Ph o n e : ( 9 0 9 ) 3 9 0 - 1 7 9 6 CS L B # 1 0 0 8 3 7 4 ( C - 1 0 ) X__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 25 8 2 PV-3A EL E C T R I C A L N O T E S ELECTRICAL NOTES ADDITIONAL AHJ REQUIRED ELECTRICAL NOTES ALL EQUIPMENT SHALL BE PROPERLY GROUNDED AND BONDED IN ACCORDANCE WITH ARTICLE 250. ALL CIRCUITS CONNECTED TO MORE THAN ONE SOURCE SHALL HAVE OVERCURRENT DEVICES LOCATED SO AS TO PROVIDE OVERCURRENT PROTECTION FROM ALL SOURCES PER CEC 690.9 (A) RACKING & MODULES ARE CONNECTED TO THE EGC W/ IRONRIDGE UFO GROUND. MODULES ARE FACTORY PROVIDED W/ 2 THREADED HOLES TO FACILITATE LANDING OF THE LUGS 1. PV ARRAYS ARE PER SINGLE LINE. 2. PV ARRAY WIRING TO JUNCTION IS #10 AWG PV WIRE W/ FIELD INSTALLED MC CONNECTORS TO INTERFACE W/ MODULES. 3. PV ARRAY COMBINER/JUNCTION BOX PROVIDES TRANSITION FROM ARRAY WIRING TO CONDUIT WIRING. 4. PV POWER SOURCE DISCONNECT (INTEGRATED) RATED AT 36 AMPS, 600Vdc, NEMA 3R RAINPROOF. 5. USE UFER GROUND ELECTRODE SYSTEM FROM INVERTER TO EXISTING MAIN SERVICE GROUND ELECTRODE PER CEC 250.58. 6. WHEN REQUIRED, GROUND ELECTRODE CONDUCTOR FROM INVERTER TO GROUND ELECTRODE TO BE MINIMUM PROTECTION OF BARE ARMOR SHEATHED CABLE FOR ALL CONDUCTOR SIZES. 7. ALL GROUND CONNECTED TO MAIN SERVICE GROUND IN MAIN SERVICE PANEL. 8. CONNECTORS SHALL BE POLARIS OR EUROSTRIP IT CONNECTORS. 9. INVERTER SHALL BE PER ATTACHED CUT SHEET. 10. AC DISCONNECT SHALL BE PER SINGLE LINE. 11. EQUIPMENT GROUNDING CONDUCTORS ON AC AND DC SIDE SIZED ACCORDING TO CEC 690. 12. POLE OF PV ARRAY REFERENCED TO GROUND AT THE INVERTER IN SINGLE LINE. 13. ALL CONDUCTORS SHALL BE 600V, 90C STANDARD COPPER. ALL CONDUCTORS IN CONDUIT SHALL BE THWN-2. 14. MAXIMUM DC VOLTAGE DROP SHALL BE 1.5% 15. ALL CONDUCTORS SHALL BE IN CONDUIT UNLESS OTHERWISE NOTED. 16. ALL WORK TO COMPLY WITH 2022 CALIFORNIA ELECTRIC CODE, 2022 CALIFORNIA BUILDING CODE 17. D.C. ARRAY CONDUCTORS ARE TO REMAIN OUTSIDE OF BUILDING PRIOR TO FUSIBLE COMBINER BOX OR FUSIBLE DC DISCONNECT MEANS. 18. EXACT CONDUIT RUN LOCATIONS SUBJECT TO CHANGE. 19. 3.0 PSF MAX (.5 PSF FROM RACKING, 2.5 PSF FROM MODULES) DEAD LOAD CONTRIBUTED FROM SOLAR ARRAY. 20. CONDUCTORS ON ROOF ARE TO BE A MINIMUM OF 7/8" OFF OF THE ROOF SURFACE. 21. GEC TO BE CONNECTED TO EXISTING UFER. IF UFER IS NOT PRESENT THEN A NEW GROUND ROD WILL BE ADDED FOR GROUNDNG PURPOSES. 22. PV WIRES UTILIZED IN SYSTEM ARE UL-4703 COMPLIANT. 23. ON RESIDENTIAL ROOF INSTALLATIONS ALL RACKING AND MODULES ARE UL2703 COMPLIANT 24. AN INSULATED GROUNDED CONDUCTOR OF 6 AWG OR SMALLER SHALL BE IEDNTIFED AS WHITE. 25. AN EQUIPMENT GROUNDING CONDUCTOR SHALL NOT BE SMALLER THAN 14 AWG. 26. GROUNDING ELECTRODE CONDUCTOR(S) SHALL BE INSTALLED IN ONE CONTINUOUS LENGTH WITHOUT A SPLICE OR JOINT. IF NECESSARY, SPLICES OR CONNECTIONS SHALL BE MADE AS PERMITTED. GROUNDING: IRONRIDGE UFO UL LISTED #2703 PER 2022 CEC, 690.64 (B)(7): LOCATE INVERTER OUTPUT AS FAR AS POSSIBLE FROM NORMAL POWER SUPPLY AT SERVICE PANEL. RELOCATION OF EXISTING CIRCUITS MAY BE NEEDED. DO NOT CHANGE PHASING OF MULTI-WIRE CIRCUITS. PERMANENT SIGNAGE AT PV SUPPLY CIRCUIT BREAKERS MUST SAY: WARNING! INVERTER OUTPUT CONNECTION. DO NOT RELOCATE THIS OVERCURRENT DEVICE. SIGNAGE TO BE LOCATED ADJACENT TO BACKFED BREAKER. 1621 W Avalon Ave08/07/23 A B - - IS S U E D F O R : P E R M I T DA T E : So l a r P h o t o v o l t a i c S y s t e m 5/ 2 / 2 0 2 3 MA I A H U N T I N G T O N & N I C H O L A S J . CO C H R A N 1 6 2 1 W E S T A V A L O N A V E N U E SA N T A A N A , C A 9 2 7 0 6 SU N L U X 1 0 8 6 0 6 T H S T R E E T RA N C H O C U C A M O N G A , C A 9 1 7 3 0 Ph o n e : ( 9 0 9 ) 3 9 0 - 1 7 9 6 CS L B # 1 0 0 8 3 7 4 ( C - 1 0 ) X__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 25 8 2 PV-4 RE Q U I R E D S I G N A G E ON THE FACE OF THE MAIN SERVICE DISCONNECT PER CEC 690.13(B): PV SYSTEM DISCONNECT THE FOLLOWING SIGNAGE MUST HAVE A MINIMUM OF 3/8" HIGH LETTERING, IN ARIAL FONT (NON-BOLD), WITH CAPITAL LETTERS, WHITE ON RED BACKGROUND AND ON A REFLECTIVE, WEATHER RESISTANT MATERIAL. ON FACE OF THE SERVICE METER PANEL: SIGNAGE AT MAIN SERVICE PANEL: MSP1 FR O N T O F H O M E CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: SERVICE POINT & UTILITY METERINGPV DISCONNECT PV INVERTER SOLAR ARRAY YOU ARE HERE MAP PLACARD ON FACE OF THE MAIN SERVICE PANEL PER CEC 705.10: MSP2 MSP5 MSP3 MSP6 WE S T A V A L O N A V E N U E MAXIMUM AC OPERATING CURRENT = 21A MAXIMUM AC OPERATING VOLTAGE = 240V 1621 WEST AVALON AVENUE SANTA ANA, CA 92706 RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM ON FACE OF THE SERVICE METER PANEL PER CEC 690.56 (C)(1)(a): SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUTDOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY SOLAR PV SYSTEM IS EQUIPPED WITH RAPID SHUTDOWN" SHALL UTILIZE CAPITALIZED CHARACTERS WITH A MINIMUM HEIGHT OF 3/8" IN BLACK ON YELLOW BACKGROUND, AND THE REMAINING CHARACTERS SHALL BE CAPITALIZED WITH A MINIMUM HEIGHT OF 3/16" IN BLACK ON WHITE BACKGROUND. ON RAPID SHUTDOWN SWITCH LOCATED ON OR WITHIN 3' FROM SWITCH, IN 3 8" LETTERS IN WHITE ON RED BACKGROUND ON A REFLECTIVE LABEL PER CEC 690.56 (C)(3): MSP4 WARNING POWER SOURCE OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE LOCATED AT BACKFED BREAKER PER CEC 705.12(B)(2)(3)(b): MSP7 ON FACE OF THE SERVICE METER PANEL: WARNING DUAL POWER SUPPLY SOURCES: UTILITY GRID AND PV SOLAR ELECTRIC SYSTEM SCE GMA 1621 W Avalon Ave08/07/23 A B - - IS S U E D F O R : P E R M I T DA T E : So l a r P h o t o v o l t a i c S y s t e m 5/ 2 / 2 0 2 3 MA I A H U N T I N G T O N & N I C H O L A S J . CO C H R A N 1 6 2 1 W E S T A V A L O N A V E N U E SA N T A A N A , C A 9 2 7 0 6 SU N L U X 1 0 8 6 0 6 T H S T R E E T RA N C H O C U C A M O N G A , C A 9 1 7 3 0 Ph o n e : ( 9 0 9 ) 3 9 0 - 1 7 9 6 CS L B # 1 0 0 8 3 7 4 ( C - 1 0 ) X__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 25 8 2 PV-4A RE Q U I R E D S I G N A G E SIGNAGE AT AC DISCONNECT: C1 SIGNAGE AT INVERTER: C2 ON THE FACE OF THE PV DISCONNECT PER CEC 690.13(B): PV SYSTEM DISCONNECT WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. ON THE FACE OF THE PV DISCONNECT PER CEC 690.13(B): B1 ON THE FACE OF THE PV DISCONNECT PER CEC 690.13(B): PV SYSTEM DISCONNECT WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. ON THE FACE OF THE PV DISCONNECT PER CEC 690.13(B): B2 B3 LABEL FOR SOLAREDGE TECHNOLOGIES SE5000H-US (SI1-JUN20) (240V) INVERTER PER CEC 690.53: PHOTOVOLTAIC POWER SOURCE & DC DISCONNECT MAXIMUM VOLTAGE = 402.8 V MAXIMUM CIRCUIT CURRENT =15.0 A MAX RATED OUTPUT CURRENT OF THE CHARGE CONTROLLER OR DC- TO DC- CONVERTER (IF INSTALLED)15 A ON ALL INTERIOR AND EXTERIOR PV CONDUIT, RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES AND JUNCTION BOXES: WARNING: PHOTOVOLTAIC POWER SOURCE MARKING SHALL BE REFLECTIVE AND PLACED EVERY 10 FEET AT TURNS AND ABOVE AND/OR BELOW PENETRATIONS AND AT ALL PV COMBINER AND JUNCTION BOXES. PLAQUES SHALL BE METAL OR PLASTIC WITH ENGRAVED OR MACHINE PRINTED LETTERS, OR ELECTRO-PHOTO PLATING, IN A CONTRASTING COLOR TO THE PLAQUE. PLAQUE SHALL BE ATTACHED TO THE SERVICE EQUIPMENT WITH APPROVED ADHESIVE. MINIMUM OF 3/8" HIGH WHITE LETTERING ON RED BACKGROUND. ANY PHOTOVOLTAIC DC CONDUCTORS ENTERING THE BUILDING SHALL BE INSTALLED IN A METALLIC RACEWAY AND SHALL ALSO HAVE LABEL IDENTIFIED EVERY 10 FEET - AND WITHIN 1 FOOT OF TURNS OR BENDS AND WITHIN 1 FOOT ABOVE AND BELOW PENETRATIONS OF ROOF/CEILING ASSEMBLIES, WALLS OR BARRIERS. SIGNAGE AT CONDUIT & BOXES: 1 1621 W Avalon Ave08/07/23 A B - - IS S U E D F O R : P E R M I T DA T E : So l a r P h o t o v o l t a i c S y s t e m 5/ 2 / 2 0 2 3 MA I A H U N T I N G T O N & N I C H O L A S J . CO C H R A N 1 6 2 1 W E S T A V A L O N A V E N U E SA N T A A N A , C A 9 2 7 0 6 SU N L U X 1 0 8 6 0 6 T H S T R E E T RA N C H O C U C A M O N G A , C A 9 1 7 3 0 Ph o n e : ( 9 0 9 ) 3 9 0 - 1 7 9 6 CS L B # 1 0 0 8 3 7 4 ( C - 1 0 ) X__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 25 8 2 SITE DIAGRAM FOR CONTRACTOR USE ONLY PV-5 FO R C O N T R A C T O R US E O N L Y 1621 W Avalon Ave08/07/23 Rev: 2/17/2015 RESIDENTIAL PHOTOVOLTAIC CHECKLIST SOL-01 CBC 2013 Solar Photovoltaic (PV) Checklist for Detached SINGLE FAMILY RESIDENCES Only Instructions: The licensed contractor of record shall fill in the address of the project, contractors licensing information and answer questions 1 -10 below. Complete and sign the certification section. **If answering NO to any of the questions, plan check shall be required.** Project Address: ________________________________________________________________ Contractor Company Name: _______________________________________________________ Contractor License Number: _______________________________________________________ YES NO Are the following applicable to the proposed project? 1. Will the PV array be flush mounted to the existing roof so that the plane of the modules (panels) are parallel to the plane of the roof? 2.Will the PV system weigh maximum 3 pounds per square feet or less? 3.Will the PV system be installed where the modules do not overhang any roof edges (such as eaves, gabled ends, ridges and hips)? 4. Will the PV system be installed with a space of 2 minimum to 10 maximum between the underside of modules and the surface of the roof? 5. Will the PV system be installed without using any ballast system or counter-weight system? 6. Will the PV system be installed on a roof having only one roofing layer with no overlays? 7. Will the PV system layout provide a three-foot wide clear access pathway per the latest edition of Guideline for Fire Safety Elements of Solar Photovoltaic Systems by OCFA? (Guideline available on the OCFA website: http://www.ocfa.org) 8.Do the plans show a maximum horizontal anchor spacing of 6 feet? 9.Do the plans show a minimum of 2-1/2 inch lag screw embedment into roof rafters? 10.Are ALL the structural pages of the plans WET stamped and signed by a California licensed professional engineer? (including project specific site plan, PV layout, anchorage spacing, anchorage details and manufacturers 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 Y Y Y Y Y Y Y Y Y Y 8"WBMPO"WFOVF 4BOUB"OB $" 46/-69 $ ."*")6/5*/(50//*$)0-"4+$0$)3"/ ALEX VAN DER COLFF California that the above is true: _________________________ 512-808-8825 06/16/2023 avandercolff@sunlux.com 1621 W Avalon Ave08/07/23 Expedited Permit Process for PV Systems1 Expedited Permit Process for PV Systems Standard String System 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 Standard String System to use with the Expe- dited Permit Process. The Micro-Inverter, AC Module, and Supply-Side Connection forms are also available as interactive PDF files at www.solarabcs.org/permitting. In jurisdic- tions that have adopted the Expedited Permit Process for PV Systems, these forms can be filled out electronically and submitted in either printed form and via email. An elec- tronic format is used so that the supplied information is standardized and legible for the local jurisdiction. 1621 W Avalon Ave08/07/23 Expedited Permit Process for PV Systems2 Expedited Permit Process for Small-Scale PV Systems Standard String System 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. 1621 W Avalon Ave08/07/23 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 Standard String System Site Plan 1621 W Avalon Ave08/07/23 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 Standard String System Electrical Diagram 1621 W Avalon Ave08/07/23 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 Standard String System Electrical Diagram Contractor Name, Address and Phone: _________________ _________________ _________________ _________________ Notes for One-Line Standard Electrical Diagram for Single-Phase PV Systems Site Name: __________________________ Site Address: ________________________ System AC Size: ______________________ SIZE FSCM NO DWG NO REV SCALE NTS Date: SHEET Drawn By: Checked By: MAX POWER-POINT CURRENT (IMP) MAX POWER-POINT VOLTAGE (VMP) OPEN-CIRCUIT VOLTAGE (VOC) SHORT-CIRCUIT CURRENT (ISC) MAX SERIES FUSE (OCPD) MAXIMUM POWER (P MAX) MAX VOLTAGE (TYP 600VDC) VOC TEMP COEFF (mV/oC or %/oC ) IF COEFF SUPPLIED, CIRCLE UNITS A V V A A W V MODULE MAKE MODULE MODEL PV MODULE RATINGS @ STC (Guide Section 5) MAX DC VOLT RATING MAX POWER @ 40oC NOMINAL AC VOLTAGE MAX AC CURRENT MAX OCPD RATING V W V A A INVERTER MAKE INVERTER MODEL INVERTER RATINGS (Guide Section 4) 1) IF UTILITY REQUIRES A VISIBLE-BREAK SWITCH, DOES THIS SWITCH MEET THE REQUIREMENT? YES NO N/A 2) IF GENERATION METER REQUIRED, DOES THIS METER SOCKET MEET THE REQUIREMENT? YES NO N/A 3) SIZE PHOTOVOLTAIC POWER SOURCE (DC) CONDUCTORS BASED ON MAX CURRENT ON NEC 690.53 SIGN OR OCPD RATING AT DISCONNECT 4) SIZE INVERTER OUTPUT CIRCUIT (AC) CONDUCTORS ACCORDING TO INVERTER OCPD AMPERE RATING. (See Guide Section 9) 5) TOTAL OF ______ INVERTER OCPD(s), ONE FOR EACH INVERTER. DOES TOTAL SUPPLY BREAKERS COMPLY WITH 120% BUSBAR EXCEPTION IN 690.64(B)(2)(a)? YES NO NOTES FOR INVERTER CIRCUITS (Guide Section 8 and 9): 1.) LOWEST EXPECT AMBIENT TEMPERATURE BASED ON ASHRAE MINIMUM MEAN EXTREME DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION. LOWEST EXPECTED AMBIENT TEMP ______oC 2.) HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED ON ASHRAE HIGHEST MONTH 2% DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION. HIGHEST CONTINUOUS TEMPERATURE _____oC 2.) 2005 ASHRAE FUNDEMENTALS 2% DESIGN TEMPERATURES DO NOT EXCEED 47oC IN THE UNITED STATES (PALM SPRINGS, CA IS 44.1 oC). FOR LESS THAN 9 CURRENT-CARRYING CONDUCTORS IN ROOF-MOUNTED SUNLIT CONDUIT AT LEAST 0.5" ABOVE ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE OF 47oC OR LESS (ALL OF UNITED STATES), a) 12 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULES WITH Isc OF 7.68 AMPS OR LESS WHEN PROTECTED BY A 12-AMP OR SMALLER FUSE. b) 10 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULES WITH Isc OF 9.6 AMPS OR LESS WHEN PROTECTED BY A 15-AMP OR SMALLER FUSE. NOTES FOR ARRAY CIRCUIT WIRING (Guide Section 6 and 8 and Appendix D): 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) RATED MPP CURRENT RATED MPP VOLTAGE MAX SYSTEM VOLTAGE MAX CIRCUIT CURRENT A V V A PHOTOVOLTAIC POWER SOURCE WARNING: ELECTRICAL SHOCK HAZARDLINE AND LOAD MAY BE ENERGIZED IN OPEN POSITION AC OUTPUT CURRENT NOMINAL AC VOLTAGE A V SOLAR PV SYSTEM AC POINT OF CONNECTION THIS PANEL FED BY MULTIPLE SOURCES (UTILITY AND SOLAR) 1621 W Avalon Ave08/07/23 Owner: Maia Huntington Address: 1621 W Avalon Avenue,Santa Ana, CA 92706 Sheet Item 1-2 Wind parameters 3-4 Seismic parameters and determination of Fp 5 design loads, roof member check, wind uplift check, deflection 6 attachment check, rail span check 7 lateral check Project Number: SLE-4883 Date: BASIS FOR DESIGN CODE: 2022 California Building Code ASCE 7-16 LIVE LOADS ROOF 20.0 psf SNOW 0.0 psf CALCULATIONS FOR SOLAR PHOTOVOLTAIC PANELS: INDEX TO CALCULATIONS Engineering Calculations Performed By: Doug Engineering 5 Via Belmonte, Rancho Santa Margarita, CA 92688 949-285-5104 Engineering Calculations For: SunLux 1061 Segovia Cir., Placentia, CA 92870 (626) 786-5706 5/2/2023 1621 W Avalon Ave08/07/23 FLUSH MOUNTED SOLAR PANELS Type of Roof Gable Roof Slope - = Angle of plane of roof from horizontal, in degrees = 26 deg Mean Roof Height - Eave height will be used for <= 10deg h = 15 ft Building dimensions s1 = 30 ft s2 = 30 ft a = 10% of least horizontal dimension or 0.4h, whichever is smaller, but not less than 4% of the least horizontal direction or 3 ft a = 3 ft B = Horizontal dimension of building normal to wind direction, in ft. B = 20 ft Horizontal dimension of building Attachment Spacing Effective Area A = 14 ft2 p = qh(GCp)( E)( a ) 29.4-7 Velocity pressure Exposure Coefficients ROOF OVERHANG Wind Exposure C (GCp)down =0.5 0.5 Kzt = 1 (GCp)upz1 =-1.5 -2 Kd = 0.85 (GCp)upz2e =-1.5 -2 Kz = 0.85 (GCp)upz2n =-2.34 -2.9 Ke = 1 (GCp)upz2r =-2.34 -2.9 E = 1 (GCp)upz3e =-2.34 -3.36 a = 0.74 (GCp)upz3r =-2.71 -3.56 V = 110 mph qh = 0.00256KzKztKdKeV2 qh = 22.4 psf p = 16.576 *(GCp) FIGURE 30.3-2C Components & Cladding h<= 60 ft: External Pressure Coefficients, (GCp), for Enclosed and Partially Enclosed Buildings - Gable roofs 20<=27deg ASCE 7-16 1 1621 W Avalon Ave08/07/23 Wind Pressures Wind Down - All Zones 8.3 psf 10 psf, MIN ROOF OVERHANG Zone 1 -24.86 psf -33.15 psf Zone 2e -24.86 psf -33.15 psf Zone 2n -38.79 psf -48.07 psf Zone 2r -38.79 psf -48.07 psf Zone 3e -38.79 psf -55.7 psf Zone 3r -44.92 psf -59.01 psf All panels are in Zones 1 and 2e ROOF OVERHANG Use -24.86 psf -33.15 psf 0.6*W -14.9 psf -19.9 psf ASCE 7-16 2 1621 W Avalon Ave08/07/23 Soil Site Class = D Risk Category = II SS = 1.462 Mapped Spectral Response acceleration in short periods S1 = 0.537 Mapped Spectral Response acceleration at one second periods SS< 0.25 SS= 1.0 SS>1.25 SS>1.5 0.8 0.8 0.8 0.8 0.9 0.9 1.0 1.0 1.3 1.2 1.2 1.2 1.6 1.1 1.0 1.0 2.4 - - - -- - - Fa =1.200 (interpolated)SMS = Fa*SS = 1.754 Min. 1.2 per 11.4.3 S1< 0.1 S1= 0.4 S1>0.5 S1>0.6 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 1.5 1.5 1.5 1.4 2.4 1.6 1.5 1.7 4.2 - - - -- - - Fv =1.574 (interpolated) SM1 = Fv*S1 = 0.845 SDS = 2/3 *SMS = 1.17 SD1 = 2/3 *SM1 = 0.563 SDS RISK CATEGORY SD1 RISK CATEGORY > I, II III IV > I, II III IV 0 A A A 0 A A A 0.167 B B C 0.067 B B C 0.33 C C D 0.133 C C D 0.5 D D D 0.2 D D D Seismic Design Category = D 1.5 1.5 B E - - F - - 2.2 2.0D C 0.8 0.8 1.3 Table 1613.2.3(2) 0.8 Values of Site Coefficient Fv S1= 0.2 S1= 0.3SITE CLASS 1.7 A 0.8 1.3 C E -F - 1.2 SITE CLASS SS= 0.5 SS= 0.75 A 0.8 0.8 B 1.2 0.9 D 1.4 0.9 ASCE 7-16 Table 1613.2.3(1) Values of Site Coefficient Fa 1621 W Avalon Ave08/07/23 Seismic Use Group =I Seismic Design Category =D I =1 SS = 1.462 S1 = 0.537 SMS = 1.754 SM1 = 0.845 R = 6.5 Height = 11.375 T = 0.035*hn^.75 = 0.21679 r (Reliability/Redundancy Factor)= 1 SDS = 1.17 SD1 = 0.563 (ASCE 7-16 12.8-2)Cs = SDS/(R/I)= 0.1800 W (ASCE 7-16 12.8-3)Cs <= SD1/[(R/I)T]= 0.400 W (ASCE 7-16 12.8-5)Cs >= .01 = 0.01 W If S1>0.6g (ASCE 7-16 12.8-5)Cs >= 0.5*S1/[R/I]=0.000 W V(controls)=0.1800 W Determine Fp for seismic loading on attachments Seismic Load on Nonstructural Components Spacing of attachments 6 ft Tributary width of attachments = 1/2 Panel length = 34.6 in Ap = 17.3 ft2 PV unit weight including racking = 3 psf Wp = 51.9 lb Other mechanical/electrical components ap =1 Fp = 0.4apSDS*Wp/(Rp/Ip)(1+2z/h) 48.58 lb 13.3-1 Rp = 1.5 Ip = 1 Fp <= 1.6SDS*IpWp 97.16 lb 13.3-2 SDS = 1.170 Wp = 51.9 lb Fp >= 0.3SDS*IpWp 18.22 lb 13.3-3 z= 15 ft h= 15 ft ASCE 7-16 1621 W Avalon Ave08/07/23 SHEET: 5 OF 7 DATE: DE JOB NO.: DESIGN LOADS Dead Loads Uplift Roof 0.6WL COMP SHINGLE 4.0 psf 0.6WL Zone 1 and 2e -14.9 psf, MIN 10 PSF 5/8" Ply shtg 1.9 Overhang -19.9 psf Rf Frm'g 2.8 pWLdown = 8.3 psf 10 psf, MIN 10 PSF Misc. 1.5 Uplift 0.6DL+0.6WL (N) PV System 3.0 Zone 1 0.6*3 -14.9 -13.1 psf Zone 2 0.6*3 -19.9 -18.1 psf Total DL 13.2 psf Downward DL+0.6WL LL 20.0 psf PDL+WL = 13.0 psf SNOW 0.0 psf Rafter Check Existing 2x6 RAFTERS @ 24" o.c Spacing 2.00 ft Trib panel width = 6 ft E 1500000 psi Fb = 900*1.3*1.15 1345.5 psi I 20.8 in^4 MallowWind = 1356 ft-lb Span1 7.16 ft MallowLL = 1060 ft-lb Span2 7.16 ft See below for Wind Uplift loads Span3 0.00 ft due to concentated loads at attachments Span4 0.00 ft d (Distance to Att. a b R 1 (lb) R 2 (lb Load (psf) Trib W (ft) P = Wind Uplift Mmax wind(ft- lb) P = Wind Down P = PVDL (lb) 1.00 1 1.80 1.80 5.36 192.7 64.7 14.9 6.0 257.4 347 172.75 51.8 224.6 2 5.18 5.18 1.98 71.2 186.2 14.9 6.0 257.4 369 172.75 51.8 224.6 3 6.97 6.97 0.19 6.8 250.6 14.9 6.0 257.4 48 172.75 51.8 224.6 4 10.35 3.19 3.97 142.7 114.7 14.9 6.0 257.4 455 172.75 51.8 224.6 11.25 Span 1 Uniform DL 7.16 43.8 43.8 6.1 psf 2.0 12.2 plf 78 Span 2 Uniform DL 7.16 43.8 43.8 6.1 psf 2.0 12.2 78 Reactions at Span1 314.5 545.3 Negative values are uplift reactions Reactions at Span2 186.5 158.5 Mmaxwindup =359 ft-lb < 1356 ft-lb OK Mmaxwinddown =580 ft-lb < 1356 ft-lb OK For DL+LL including the PV system weight point loads w = 60.4 plf P = 51.8 lb Mmax =490 ft-lb < 1060 ft-lb OK Deflection Check DDL = 5wL4/(384EI) (5*13.2*7.16^4)*1728 =0.05 in = L/ 1717.2 OK 384*1.5E6*20.8 PROJECT: CLIENT: BY: PV Panels for Maia Huntington SunLux Doug Engineering 5/2/2023 SLE-4883 P = DL+WL (lb) 1621 W Avalon Ave08/07/23 SHEET: 6 OF 7 DATE: DE JOB NO.: CHECK SCREW ATTACHMENTS FOR WIND UPLIFT Pwuplift = 257.4 lb 5/16" Lag with min 2.5" penetration for each attachment Table 12.2A - NDS - Lag Screw Withdrawal Values For 5/16" Lag into .5G wood 266 lb Allowable wind load = 1.6*2.5*266 1064 lb > 257.4 lb OK CHECK SCREW ATTACHMENTS FOR SHEAR DUE TO SEISMIC Fp Fp = 48.58 lb Roof slope/module tilt 26 deg Shear = Fp*cos(26 ) = 43.7 lb Fp sin(ang) Tension = Fp*sin(26 ) = 21.3 lb Fp cos(ang) Table 11K - NDS Z =190 lb CD =1.6 ` Z' = Z*CD =304 lb >43.66 lb OK Withdrawal capacity W' = 1064 lb Interaction Equation ft/Ft+fv/Fv 0.262 +0.144 = 0.406 < 1 OK RAIL SPAN CHECK Everest Railing Check - Gable/Hip Roof Load for half a panel = 2.7' W = 57.78 plf Per the Everest Engineering for 110 mph, 0 psf snow, and 26 deg roof slope, the max span for Crossrail48-X is 106" for Array Interior Panels and 76" for Array Array Edge panels Use Crossrail48-X PV Rails with a spacing of 72" o.c. max for attachment points, typ. PROJECT: CLIENT: BY: PV Panels for Maia Huntington SunLux Doug Engineering 5/2/2023 SLE-4883 1621 W Avalon Ave08/07/23 SHEET: 7 OF 7 DATE: DE JOB NO.: LATERAL ANALYSIS DETERMINE ADDITIONAL LOAD COMPARED TO EXISTING FOR LATERAL LOADING Aroofexisting= = 3148 sf Wpanel =46.3 lb Wroofexisting = 10.2*3148 = 32110 lb 14 *Wpanel =648.2 lb Wwallexisting = 15*80*4 = 4800 lb Wrestofarray =221.2 lb Wexisting = 36910 lb Warray =869.4 lb V = 0.18 W Vroofexisting = 6644 lb Existing Total Lateral Force Vroofwpanels = 6800 lb New Total Later Force % increase = 6800 increase which results in less than a 10% increase in the 6644 stress of existing lateral resisting elements OK BY: Doug Engineering SLE-4883 PROJECT: PV Panels for Maia Huntington CLIENT: SunLux 5/2/2023 *100%-100% = 2% 1621 W Avalon Ave08/07/23