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GU <br />Y <br /> <br />K <br />A <br />S <br />A <br />I <br /> R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />25 <br />2 <br />5 <br /> <br />W <br /> <br />A <br />D <br />A <br />M <br />S <br /> <br />S <br />T <br />, <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />4 <br />Project Name & <br />Address <br />Sheet Size <br />Sheet Number <br />ANSI B <br />11" X 17" <br />S 1.1 <br />Sheet Name <br />DRAWN BY <br />AP <br />N <br />: <br /> <br />4 <br />1 <br />2 <br />3 <br />2 <br />2 <br />1 <br />5 <br />MOUNT DETAIL <br />SCALE: NTS <br />2 ATTACHMENT DETAIL ENLARGED VIEW <br />S 1.1 <br />SCALE: NTS <br />1 ATTACHMENT DETAIL (SIDE VIEW) <br />S 1.1 <br />NOTE: <br />1. SOLAR INSTALLER MUST VERIFY AND CONFIRM ROOF <br />SUPPORT IS SUFFICIENT PRIOR TO PV INSTALLATION <br />SCALE: NTS <br />1 ATTACHMENT DETAIL (SIDE VIEW) <br />S 1.1 <br />IRONRIDGE XR 10 RAIL <br />PV MODULE <br />END / MID CLAMP <br />L- FOOT <br />LAG SCREW, HEX HEAD, <br />5/16"x3", ZINC MIN 2 1/2" <br />THREAD EMBEDMENT <br />FLASH FOOT FLASHING <br />PV MODULE <br />2"X6" RAFTER <br />S <br /> <br />@ <br /> <br />24" OC <br /> COMP. SHINGLE ROOF <br />(E) COMP. SHINGLE ROOF <br />2.5" MI <br />N <br />. <br />EMBED <br />M <br />E <br />N <br />T <br />2"X6" RAFTERS @ 24" OC <br />6" <br />6" <br />1. <br />2 <br />" <br />1. <br />2 <br />" <br />POINT OF PENETRATIONMID CLAMP END CLAMP <br />MAX CANTILEVER 33% RAIL SPAN <br />4'-0" <br />L <br />( <br />L <br />X <br />2 <br />5 <br />% <br />) <br /> <br />M <br />A <br />X <br />GENERAL STRUCTURAL NOTES: <br />1. THE SOLAR PANELS ARE TO BE MOUNTED TO THE <br />ROOF FRAMING USING THE IRONRIDGE RACKING <br />SYSTEM WITH FLASH FOOT ATTACHMENTS. THE <br />MOUNTING FEET ARE TO BE SPACED AS SHOWN <br />IN THE DETAILS, AND MUST BE STAGGERED TO <br />ADJACENT FRAMING MEMBERS TO SPREAD OUT <br />THE ADDITIONAL LOAD. <br />2. UNLESS NOTED OTHERWISE, MOUNTING <br />ANCHORS SHALL BE 5/16" LAG SCREWS WITH A <br />MINIMUM OF 2-1/2" 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 = 20 PSF TYPICAL, 0 PSF UNDER <br />NEW PV SYSTEM. <br />5. GROUND SNOW LOAD = 0 PSF <br />6. WIND SPEED = 95 MPH <br />7. EXPOSURE CATEGORY = B <br />8. RISK CATEGORY = II <br />SEE (2/S 1.1) FOR ENLARGED VIEW <br />www. Loyd W Martin .com <br />Solar Structures Engineering <br />#2023-070 Structural Only <br />January 6, 2023 <br />Exp. 3-31-19 <br />No. C58724 <br />NITRAMW.DYO <br />REGISTEREDPROFESSIONALENGINEER <br />C <br />V <br />L <br />FOETATS <br />ALIFORNIAICIL <br />-23 <br />2525 W Adams St <br />03/09/23