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JTY OF SANTA ANA <br />nning and Building Agen y <br />CMf=0WC—R <br />C <br />CSA <br />GROUP <br />Certificate of Compliance <br />Certificate: 70131735 plaster Conh ntct: 266909 <br />Project: 80245207 Date Issued: 2025-04-02 <br />Issued to: Unbac Issued b7: Mchae/HoJjnagle <br />1411 Bmadnay NE Michael Hoffmgk <br />Albuquerque, New Mexico <br />87102 <br />United States <br />Attention Rob D'Alastasio <br />The 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 />�cp I <br />C us <br />PRODUM <br />Class 5313 02 POWER SUPPLIES- PHOTOVOLTAIC& - PV Racking <br />Class 5313 82 POWER SUPPLIES- PHOTOVOLTAICS - PV Racking and clamping systems -Certified to US Standards <br />SOLARMOUNTFImh to Roof is an exbm&d aluminum rail PV racking system that is installed parallel to the mot in <br />landscape or portrait orientations. <br />Untrue Large Array is a ground noont system using the SolarSloum (SM) platform for the bonding and grounding of PV <br />nodules. <br />Modeks) <br />SM, U[A <br />SnlarNIpunt <br />EP CSA <br />GROUP <br />Certificate: 70131735 Master Contract 266909 <br />Project80245207 Date Issued: 2025-04-02 <br />Dawaward Design land (lW <br />fiy <br />17.1 <br />Upward Design Laad(Wio <br />17.1 <br />Daum -Slope load (INk') <br />Dotmsannd Design Load( <br />28.4 <br />111wrard Design Ind (ldft') <br />31.9 <br />Do. -Slaps Load (INft� <br />5.2 <br />Downward Design load 0dfi� <br />17.1 <br />Ulwrard Design l.adONH� <br />17.1 <br />F <br />tt <br />CSA <br />GROUP <br />Certificate: 70131735 Master Contract: 266909 <br />Project 80245207 Date Isstred:2025-04-02 <br />roof with the L-Foot components through the roofing material to bu➢du' g structure. Modules are secured to the racking system with <br />aluminum mid clamps and aluminum end clamps. The rnerinles are bonded to the rocking system with bonding mid and end clamps with <br />piercing points. Fire ratings of Class A with Type 1, 2,3 (with metallic frame), 10(with metallic frame), 19, 22, 25, 29, or 30 for steep and <br />low slope. Tested at 5"'vrterstitiel 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 Cade, to inehde NEC 250 & 690. Local <br />codes compliance is regained, in addition to national codes. All grounding/bonding connections are to be torqued in accordance with the <br />Installation Manual and the settings used during the unification testing for the current edition of the project repot <br />NXT Tilt Legs is a flat roof configuration of the NXT UMOUNT system that ut➢ims an attachment variation that involves structural <br />standoffs to achieve a range ofmodule trh angles. The NXT Tilt Legs installation iretrmrtiore are captured in an Installation Addendum that <br />covers both the SolarMotarc Tilt Legs system and the NXT Tilt Legs system NXT Tilt Legs has mechanical bad ratings independent of the <br />NXT UMOUNT mechanical bad ratings. Latest SolarMouu NXT Tilt Legs Installation Addendum revision: PUB2024APR15 <br />Latest NXT UMOUNT Install Manual revision PU62024NOV29 <br />Latest NXT UMOUNT Install Manual revision: PUB2024NOV29 <br />NXT UMOUNT UL 2703 Mechanical Load ratings for tested module area 21.86 sq ft: <br />NXT UMOUNT UL 2703 and TIL Mechanical Load ratings tested monde area 27.76 sq ft: <br />UL 2703 and TU. Mechanical Load ratings tested module area 29.49 sq ft: <br />Q�DI397 Rev 2019-04-30 ®2025 CSA CIap. All nghes removed Pam a <br />NXT Systems without DTD Butyl Attachment <br />P30817211, Rail $p8ce P30808218, a Rag Clamp <br />P3081721a <br />Downward Design Load (➢r/ft� <br />113.7 <br />Upward Design Load (D>/fl') <br />51.1 <br />Down -Slope Load (lb/ft-) <br />16.8 <br />NXT Systems with DID Butyl AttachmentP30817211, <br />Rail Splice P30606218, or Rail Clamp <br />P30817214 <br />Downward Resign Iced (m/it� <br />51.1 <br />Upward Design Load (➢r/tl� <br />51.1 <br />Down -Slope Load (lb/ft0 <br />16.8 <br />NXT Systems Wither[ DTD Butyl ALCeehment <br />P308I721 I, Ra➢ Space P30808218, or Rail Clamp <br />P30817214 <br />Downward Deaigtnlad(Ih'f!') <br />50.1 <br />Lywwrd Design l4ad(M <br />22.2 <br />Down -slope toad UM8.0 <br />E M PU PeLLC T RK4 O L A R <br />>R PFWI��SRIANC <br />CLOVIS, CA 93611 <br />TEL: (800) 306 6953 <br />CSLB:1057693 <br />. Email :permits@mpwrsolar.com <br />C-10 #1057693 <br />,Sco <br />PROJECT NAME <br />Z <br />O <br />Cn <br />W <br />Z <br />= z O O � <br />Q � N W N <br />W W M -J rn <br />_>_QQ Wc�l <br />2 � U Z U) o <br />LLI Z W <br />ZNQ= a- <br />Z�QI <br />SHEET NAME <br />SPEC SHEETS <br />SHEET SIZE <br />ANSI B <br />11" X 17" <br />SHEET NUMBER <br />PV-20 <br />