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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: 1/17/2024 <br />11 <br />0 <br />5 <br /> <br />S <br /> <br />K <br />A <br />R <br />E <br />N <br /> <br />A <br />V <br />E <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />, <br /> <br />9 <br />2 <br />7 <br />0 <br />4 <br />JO <br />R <br />G <br />E <br /> <br />M <br />A <br />G <br />A <br />L <br />L <br />O <br />N <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 1/17/2024 00 <br />LEVION CONSTRUCTION LLC <br />2020 IOWA AVE SUITE 103, <br />RIVERSIDE, CA 92507 <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 THE <br />ROOF FRAMING USING THE EVEREST CROSS RAIL <br />44X WITH EVEREST SPLICE FOOT XL. THE <br />MOUNTING FEET ARE TO BE SPACED AS SHOWN <br />IN THE DETAILS. <br />SCALE: NTS <br />1 ATTACHMENT DETAIL VIEW <br />A2.0 <br />BILL OF MATERIALS <br />COMPONENT QTY DESCRIPTION <br />SOLAR PV MODULE 11 CANADIAN SOLAR CS6R-400MS-HL [BLK] (400W)MODULES <br />MICRO-INVERTER 11 ENPHASE ENERGY IQ8PLUS-72-2-US [240V] <br />ATTACHMENT 22 EVEREST SPLICE FOOT XL <br />RAILS 7 EVEREST CROSS RAIL 44X <br />RAIL SPLICE 2 SPLICE KIT <br />MID CLAMPS 14 MID CLAMPS <br />END CLAMPS 16 END CLAMPS <br />GROUNDING LUG 5 GROUNDING LUG <br />LAG BOLT 22 LAG BOLT <br />RAIL BOLT / NUTS 22 RAIL BOLT / NUTS <br />FLASHING 22 FLASHING <br />BATTERIES 1 ENPHASE IQBATTERY-5P-1P-NA PARTIAL BACKUP <br />IQ SYSTEM <br />CONTROLLER 1 IQ SYSTEM CONTROLLER 3 SC200D111C240US01 <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 = 20PSF <br />1 STORY HOUSE <br />ROOF MATERIAL - COMP SHINGLES <br />1 LAYER OF COMP SHINGLES <br />SLOPE - 14° <br />MODULES ARE TO BE AT 2” MINIMUM AND 10” <br />MAXIMUM FROM THE ROOF DECK. (ASCE 7-16 – 29.4.4) <br />PV MODULE <br />2"X4" RAFTER <br />S <br /> @ 24" O.C. <br />4" <br />EVEREST SPLICE <br />FOOT XL <br />EVEREST CROSS <br />RAIL 44X <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 POINT <br />(E) COMPOSITION <br />SHINGLE <br />2. UNLESS NOTED OTHERWISE, MOUNTING <br />ANCHORS SHALL BE 5/16" X 5" SS LAG BOLT <br />3-1/4"MIN. PENETRATION INTO RAFTERS OR <br />FOUR TO SIX SELF-TAPPING SCREWS INTO <br />ROOF DECKING W/ROOF SEALANT. <br />1105 S Karen Ave <br />8/22/2024