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CITY OF SANTA ANA <br />C <br />CSA <br />GROUP <br />Certificate of Compliance <br />Certificate: 70131735 Master Contract 266909 <br />Project: 80229358 Date Issued 2024-12-19 <br />Issued to: Unirac <br />1411 Broadway NE <br />Amupaergoe, New Mexico 87102 <br />United States <br />Attention: Rob D'Arastasio <br />At, products listed below are eligible to bear the CSA Mark shown with adjacent <br />indicators 'C' and 'US'for Canada and US or with adjacent indicator 'US' for US <br />only or without either indicator for Canada only. <br />® Issued by: 'Lffchael HoJjnagle <br />Michael Holfioagle <br />C us <br />PRODUCTS <br />Class 5313 02 POWER SUPPLIES- PHOTOVOLTAICS- - PV Racking <br />Class 5313 82 POWER SUPPLMS- PHOTOVOLTAICS - PV Racking and clamping systems -Certified to US Standards <br />SOLARMOUNT Flush to Roof is an extruded aluminum rail PV reeking system that is installed parallel to the roof in <br />landscape or portrait orienlatiors. <br />Wave large Array is a ground mount system using the SohuMouu ISM) platform for the bonding and grounding of PV <br />dies. <br />Modeka) <br />SM, I11A <br />SolarMount <br />The system fisted is designed to provide bond ngtgrou nding and mechanical stability for photovoltaic modules. The systems secured to the <br />rod' with the L-Foot components through the roofing material to building structure. Modules are seemed to the racking system with stainless <br />Or, 1397 Rev 201"4-30 C20246x e7mq. All rislasre—ed Pa¢ 1 <br />qP: GROUP" CSA <br />Certificate: 70131735 Master Codtact:266909 <br />Project 80229358 Date hornet M24-12-19 <br />Upuard Design Load (Wine) 17.1 <br />Doan Slope fond (Idft') 5.2 <br />SM Ascender Flush Mood, Rush moult roof system is an extruded ahmimnn rail PV racking systemthat is installed to the <br />roof in portrait or lutrdscape orientation. <br />Modei(s) <br />i <br />SM Ascender Flush Mount <br />SM Ascender Flush Mount <br />The system fisted is designed to provide boding/grounding and mechanical stability for photovoltaic modules. The system is secured to the <br />roof with the L-Foot components through the roofing material to balding structure. Modules are secured to the racking system with <br />aluminum mid clamps and aluminum end clamps. Fie ratings of Class A with Type 1, 2, 3 (with metallic forme), 10(with meta0c frame), 19, <br />22, 25, 29, or 30 for steep slope. Class A with Type I, 2, 29 or 30 for low slope. Tested at S' interstitial gap which allows installation at any <br />stand-off height. <br />The grounding of the system is intended to comply with the latest edition of the National Electrical Code, to include NEC 250 & 690. Local <br />codes compliances required, in addition to national codes. All groudmg/bondigg connections are to be torqued in accordance with the <br />Installation Manual and the settings Hued during the certification testing for the current edition of the project report. <br />Latest Install Manual revision: PUB2024NOV29 <br />UL 2703 Mechanical Load ratings for tested module area 27.76 sq R: <br />UL 2703 and TI L Mechanical Load ratings tested module area 27.76 act ft: <br />load Doanaerdl)esign Ind Oh'� 17.1 <br />Upward Design (IMP) 17.1 <br />Doan -Slope Load (INR') 5.2 <br />hush to Runf is an extnr(kd alto inunn roil M' nicking system that is installed parallel to the mof in landscape or portrait <br />orientations <br />ModeXs) <br />NXT LMUNT <br />NXT UMOUNT <br />The system listed isdesigned to provide bo¢d ng(gou d'mg, and mechanical stability for photovoltaic modules. The system issecured to the <br />Q1)1397 Pev20194F30 C2024 M (1mp. AD rightsreserved Peg 7 <br />DOanaard Deeign Load (IWftO <br />28.4 <br />f7paaN Design Load(Mfi) <br />31.9 <br />Dean -slope foad(Mft0 <br />5.2 <br />GROUP CSA <br />Certificate: 70131735 Master Comtiad:266909 <br />Project: 80229358 Date Issued 202412-19 <br />roof wile the L-Foot components danugin the roofing material to building structure. Modules are seemed to the racking systemwih <br />aluminum mid clamps and atuninwn end clamps. The monhnles are bonded to the racking system with boosting mid and end csrrps with <br />piercing points. Fire ratings of Class A with Type 1, 2, 3 (with nreta0ic frame). 10(wih nretalltc frame), 19, 22, 25, 29, or 30 for steep and <br />low slope. Tested at 5" interstitsl gap which allows installation at any stand-off height. <br />The grounding of the system is intended to comply with the latest edition of the National Electrical Code, to inchde NEC 250 & 690. Local <br />codes compliance is requited in addition to national codes. AB pand'utg/bond'utg corrections are to be torqued in accordance with the <br />Installation Manual and the settings used during the certification testing for the current edition of the project report <br />NXT Tik Legs a Flat roof confgnralion of the NXT UMOUNT system that mates an attachment variation that involves stnx:naal <br />standoffs to achieve a range of module tilt angles. The NXT Ttll Legs installation instructions are captured in an Installation Addendum that <br />covers both the SosrMorrt Tih Legs system and the NXT Tilt Legs system NXT TB[ Legs has mechanical bad ratings independent of the <br />N?Cf UMOUNT mechanical bad ratings. <br />Latest <br />SosrMoum NXT TBt Legs Installation Addendum revision: PUB2024APRI5 <br />Latest NXT UMOUNT Install Manual revision: PUB2024NOV29 <br />NXT UMOIJNT UL 2703 Mechanical Load ratings for tested module arce 21.86 sq R: <br />NXT Systems without D1'D 9ay1 Attachment <br />P306I7211, Rao Splice P308082I B, or ItaO Clamp <br />P30817214 <br />Downward Design Load (lhtftz) <br />113.7 <br />Upward Design toad (b/M <br />51.1 <br />Down -Slope Load (bft0 <br />Ifi8 <br />NXT Systems with D7'D Butyl Attachment <br />P3061721 ], Rail Space P30808216, or Rail Clamp <br />P30817214 <br />Downward Resign load (6/Rz) 51.1 <br />Upward Despload(WR') 51.1 <br />Dowd -slope Load (Nft') IGS <br />NXT UMOUNT UL 2703 and TIL Mechanical Load ratings tested module area 27.76 sq fl: <br />NXT Systems without DTD Butyl Attachment <br />P308I72I 1, 12a0 Splice P3080821 B, or Rao Clamp <br />P30817214 <br />Doanaard Design load (I1(t1l0 <br />5Q1 <br />Lpxxrd Design load (INR) <br />222 <br />Dosxr-Slope LoW (0✓ft') <br />8.0 <br />LIL 2703 and T[L Mechanical Load ratings tested nodule ems 29.49 sq R: <br />92024 CSA <br />J <br />Planning and Building Agen y <br />CMP0WE:R <br />Q ��rn�/p� 1" <br />EMPPPE LRTR AOLAR <br />FJDR PER""-SSUANC <br />CLOVIS, CA 93611 <br />TEL: (800) 306 6953 <br />CSLB:1057693 <br />Email: permits@mpwrsolar.com <br />Ma ter ID: <br />10 #1057693 <br />Ep <br />Scott Forster <br />VERSION <br />DESCRIPTION DATE REV <br />INITIAL RELEASE 03.07-2025 UR <br />PROJECT NAMEFn <br />Z <br />Q <br />co <br />Q W <br />Q <br />W � Z <br />W Q � Q CO <br />fgUc�l� to <br />W� Q U W (may <br />Z d U Z � � <br />W Q � <br />Q � Q = a_ <br />`oZO <br />Q W <br />J_ <br />SHEET NAME <br />SPEC SHEETS <br />SHEET SIZE <br />ANSI B <br />11" X 17" <br />SHEET NUMBER <br />PV-20 <br />