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GENERAL STRUCTURAL NOTES: <br />1. THE SOLAR PANELS ARE TO BE MOUNTED TO THE <br />ROOF FRAMING USING THE SNAPNRACK <br />COMPOSITION. THE MOUNTING FEET ARE TO BE <br />SPACED AS SHOWN IN THE DETAILS, AND MUST <br />BE STAGGERED TO ADJACENT FRAMING <br />MEMBERS TO SPREAD OUT THE ADDITIONAL <br />LOAD. <br />2. UNLESS NOTED OTHERWISE, MOUNTING <br />ANCHORS SHALL BE 5116' LAG SCREWS WITH A <br />MINIMUM OF 2-112' PENETRATION INTO ROOF <br />FRAMING. <br />3. THE PROPOSED PV SYSTEM ADDS 2.6 psf TO THE <br />ROOF FRAMING SYSTEM, <br />4. ROOF LIVE LOAD = 2.39 psf TYPICAL, 0 psf UNDER <br />NEW PV SYSTEM, <br />5. GROUND SNOW LOAD= CASE STUDY AREA psf <br />6. WIND SPEED =98 mph <br />7. EXPOSURE CATEGORY =II <br />SEE (21S' <br />ENLARGE <br />ATTACHMENT DETAIL (SIDE VIEW) <br />BIl SCALE:NTS <br />SNAPNRACK CHANNEL NUT <br />"T Tj amp Pill. <br />SNAPNRACK COMPOSITION <br />L-FOOT CAN BE <br />MOUNTED IN ANY ORIENTATION <br />2 \ ATTACHMENT DETAIL ENLARGED VIEW <br />SIA SCALE: NTS <br />(E) ONE LAYER OF ASPHALT. <br />SHINGLES <br />)UNDING <br />VMID CLAMP <br />191I:6wf:1IIKTTITI ¶1 <br />SINGLE LAYER OF ASPHALT <br />SHINGLE ROOF <br />FLASHING <br />'x3.5' SS LAG BOLT WITH <br />2/2'THREAD EMBEDMENT, <br />LED PENETRATION <br />TRUSSES @ 24' OP <br />-SOLAR uE <br />I REVISIONS IN <br />l'v5pvme eryNlM] A' <br />amammr- ansrmv e <br />AC SYSTEMS :it,52 kW AC <br />W <br />U <br />Z <br />Lu c H <br />(n o <br />N <br />W w � <br />� w 6' <br />z <br />c o 0 <br />Z <br />c~a <br />w w z <br />O> _ <br />3�: <br />Z N <br />o sfl <br />J V <br />Q <br />ShealNeme <br />MOUNT DETAIL <br />Sheetsi. <br />ANSI B <br />11" X 17" <br />Sheelk .m <br />S1.1 <br />OC BY <br />