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SHEET NAME <br />SHEET SIZE <br />SHEET NUMBER <br />ANSI B <br />11" X 17" <br />SIGNATURE WITH SEAL <br />PROJECT NAME & <br />ADDRESS <br />A2.0 <br />DATE: 5/18/2023 <br />21 <br />3 <br />7 <br /> <br /> N <br /> <br />S <br />P <br />R <br />U <br />C <br />E <br /> <br />S <br />T <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />, <br /> <br />C <br />A <br />, <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />YA <br />L <br />I <br />N <br />D <br />A <br /> <br />M <br />E <br />Z <br />A <br /> R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />DESCRIPTION DATE REV <br />REVISIONS <br />INITIAL DESIGN 4/11/2023 00 <br />LEVION CONSTRUCTION LLC <br />49 CALYPSO IRVINE <br />CA 92618 <br />CONTRACTOR LIC#: #1096696 <br />PHONE #: 951-554-2201 <br />GENERAL B <br />ZACHARY WINGER <br />MOUNT DETAIL <br />GENERAL STRUCTURAL NOTES: <br />1. THE SOLAR PANELS ARE TO BE MOUNTED TO <br />THE ROOF FRAMING USING THE EVEREST RAIL <br />WITH K2 SPLICE 2XL. THE MOUNTING FEET ARE <br />TO BE SPACED AS SHOWN IN THE DETAILS, AND <br />MUST BE STAGGERED TO ADJACENT FRAMING <br />MEMBERS TO SPREAD OUT THE ADDITIONAL <br />LOAD. <br />SCALE: NTS <br />1 ATTACHMENT DETAIL VIEW <br />A2.0 <br />BILL OF MATERIALS <br />COMPONENT QTY DESCRIPTION <br />SOLAR PV MODULE 15 CANADIAN SOLAR CS3N-400MS [BLK] (400W)MODULES <br />INVERTER 15 ENPHASE ENERGY IQ8PLUS-72-2-US [240V] <br />ATTACHMENT 34 K2 SPLICE 2XL <br />RAILS 7 EVEREST RAIL <br />RAIL SPLICE 2 SPLICE KIT <br />MID CLAMPS 16 MID CLAMPS <br />END CLAMPS 20 END CLAMPS <br />GROUNDING LUG 6 GROUNDING LUG <br />LAG BOLT 34 LAG BOLT <br />RAIL BOLT / NUTS 34 RAIL BOLT / NUTS <br />FLASHING 34 FLASHING <br />2. UNLESS NOTED OTHERWISE, MOUNTING <br />ANCHORS SHALL BE 5/16" X 5" SS LAG BOLT <br />INTO TRUSSES 3-1/4"MIN.PENETRATION <br />W/ROOF SEALANT. <br />STRUCTURAL CRITERIA, NOTES <br />DESIGN LOAD STANDARD: ASCE 7-16 <br />WIND EXPOSURE CATEGORY: B <br />WIND SPEED (5-SEC GUST) :110MPH <br />GROUND SNOW LOAD: 0 PSF <br />DESIGN ROOF SNOW LOAD: 0 PSF <br />SEISMIC DESIGN CATEGORY: C <br />SEISMIC RISK FACTOR: II <br />LIVE LOAD = 0PSF <br />PV MODULE <br />2"X4" RAFTER <br />S <br /> @ 24" O.C. <br />(E) COMPOSITION <br />SHINGLE <br />4" <br />K2 SPLICE 2XL <br />EVEREST RAIL <br />5/16" X 5" SS LAG BOLT <br />INTO RAFTERS 3 1/4" MIN. <br />PENETRATION W/ ROOF <br />SEALANT, TYP. <br />1.25" <br />1.25" <br />ATTACHMENT <br />POINT <br />UNIRAC <br />1 STORY HOUSE <br />ROOF MATERIAL - COMPOSITION SHINGLE <br />1 LAYER OF COMPOSITION SHINGLE <br />SLOPE - 15° <br />MODULES ARE TO BE AT 2” MINIMUM AND 10” <br />MAXIMUM FROM THE ROOF DECK. (ASCE 7-16 – 29.4.4) <br />This item has been digitally signed <br />and sealed on May 26, 2023 <br />2137 N Spruce St <br />06/02/23