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TYPICAL ELEVATION DETAIL <br />FOR PIPE MOUNT ON ROOF <br />1- 1 2" <br />OPTIMMIZER <br />CABLE <br />3 4" EMT PIPE <br />1" METAL <br />SCREW <br />3 4" EMT PIPE <br />1 12" X 4" ALUMINUM <br />USE FOR MOUNT PIPE <br />ROOF TO PANEL <br />DIMENSION = 0'3" <br />CONTRACTOR <br />LICENSE <br />SIGNATURE: <br />SHEET <br />NUMBER: <br />SHEET <br />NAME: <br />2 <br />O <br />F <br /> <br />8 <br />EL <br />E <br />V <br />A <br />T <br />I <br />O <br />N <br />DE <br />T <br />A <br />I <br />L <br />DATE: <br />TYPICAL ELEVATION DETAIL <br />NOTE: <br />THIS DETAIL MAY NOT REFLECT THE <br />EXACT PITCH OR CONTRUCTION OF <br />THE ROOF IN QUESTION, BUT IT IS A <br />CLOSE REPRESENTATION AND <br />SHOWS THE ELEVATION OF THE <br />PROPOSED PANELS. <br />CO <br />N <br />T <br />R <br />A <br />C <br />T <br />O <br />R <br />: <br /> <br />G <br />R <br />E <br />E <br />N <br /> <br />H <br />I <br />L <br />L <br />71 <br />0 <br />8 <br /> <br />D <br />E <br /> <br />S <br />O <br />T <br />O <br /> <br />A <br />V <br />E <br />. <br /> <br />U <br />N <br />I <br />T <br /> <br /># <br />1 <br />0 <br />1 <br />C <br />CA <br />N <br />O <br />G <br />A <br /> <br />P <br />A <br />R <br />K <br />, <br /> <br />C <br />A <br /> <br />9 <br />1 <br />3 <br />0 <br />3 <br />PH <br />: <br />( <br />3 <br />1 <br />0 <br />) <br />6 <br />6 <br />7 <br />- <br />1 <br />1 <br />5 <br />4 <br />CA <br /> <br />L <br />I <br />C <br />E <br />N <br />S <br />E <br />: <br /> <br />9 <br />3 <br />8 <br />6 <br />8 <br />2 <br /> <br />( <br />C <br />L <br />A <br />S <br />S <br /> <br />B <br />, <br /> <br />C <br />- <br />4 <br />6 <br />) <br />DR <br />A <br />W <br />N <br /> <br />B <br />Y <br />: <br /> <br />S <br />S <br />IRONRIDGE COMPOSITION KITT <br />MOUNTING SYSTEM WITH ROOF <br />ATTACHMENTS (SEE ATTACHED) <br />PV ARRAY QCELL <br />340W PANELS <br />EXISTING ROOFING <br />(SHINGLES) <br />1 LAYER <br />2"X4" TRUSSES <br />18' LONG <br />24" O/C WITH <br />18° ROOF SLOPE <br />IRONRIDGE RAIL <br />516" x 3" LAG SCREW <br />MINIMUM 2 1 2" EMBEDMENT <br />L- FOOT WITH <br />HARDWARE <br />PV PANELS ARE ANCHORED <br /> NOT MORE THAN 72" <br />MAX HEIGHT FROM THE <br />ROOF TO THE TOP OF <br />THE SOLAR MODULE = 6" <br />EXISTING 2" X 4" <br />TRUSSES@ 24" O.C <br />STUCCO OR <br />SIDING <br />EAVE <br />SOFFIT <br />FASCIA <br />2" X 4" <br />FRAMING <br />516" x 3 1 2" S LAG BOLT <br />MINIMUM 2 1 2" EMBED INTO <br />FRAMING MEMBER <br />RA <br />F <br />A <br />E <br />L <br /> <br />F <br />A <br />R <br />I <br />A <br />S <br />1 <br />9 <br />1 <br />1 <br /> <br />1 <br />2 N <br />. <br /> <br />S <br />P <br />U <br />R <br />G <br />E <br />O <br />N <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 />6 <br />PH <br />: <br /> <br />( <br />7 <br />1 <br />4 <br />) <br /> <br />5 <br />8 <br />5 <br />- <br />2 <br />8 <br />0 <br />5 <br />1 <br />2 <br />. <br />0 <br />3 <br />. <br />2 <br />1 <br />1911 1%2 N. <br />Spurgeon Street01/05/22