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PH <br />O <br />N <br />E <br /> <br />( <br />6 <br />2 <br />6 <br />) <br /> <br />8 <br />4 <br />0 <br />- <br />2 <br />3 <br />3 <br />8 <br />NS <br /> <br />S <br />t <br />r <br />u <br />c <br />t <br />u <br />r <br />a <br />l <br /> <br />E <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />i <br />n <br />g <br />, <br /> <br />I <br />n <br />c <br />17 <br />2 <br />5 <br /> <br />G <br />a <br />r <br />d <br />e <br />n <br />a <br /> <br />A <br />v <br />e <br />n <br />u <br />e <br />, <br /> <br />G <br />l <br />e <br />n <br />d <br />a <br />l <br />e <br /> <br />9 <br />1 <br />2 <br />0 <br />4 <br />Date: <br />Drawn By <br />Job No. <br />Scale: <br />Sheet <br />NE <br />W <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />AS SHOWN <br />Pr <br />o <br />j <br />e <br />c <br />t <br />Dr <br />a <br />w <br />i <br />n <br />g <br /> <br />T <br />i <br />t <br />l <br />e <br />SK <br />Checked By <br />Neal Shah <br />Engineer Stamp <br />Th <br />e <br />s <br />e <br /> <br />d <br />r <br />a <br />w <br />i <br />n <br />g <br />s <br /> <br />a <br />n <br />d <br /> <br />/ <br /> <br />o <br />r <br /> <br />t <br />h <br />e <br /> <br />a <br />c <br />c <br />o <br />m <br />p <br />a <br />n <br />y <br />i <br />n <br />g <br /> <br />s <br />p <br />e <br />c <br />i <br />f <br />i <br />c <br />a <br />t <br />i <br />o <br />n <br />s <br />, <br />a <br />s <br /> <br />i <br />n <br />s <br />t <br />r <br />u <br />m <br />e <br />n <br />t <br />s <br /> <br />o <br />f <br />se <br />r <br />v <br />i <br />c <br />e <br />, <br /> <br />a <br />r <br />e <br /> <br />t <br />h <br />e <br /> <br />e <br />x <br />c <br />l <br />u <br />s <br />i <br />v <br />e <br /> <br />p <br />r <br />o <br />p <br />e <br />r <br />t <br />y <br /> <br />o <br />f <br /> <br />N <br />S <br /> <br />S <br />t <br />r <br />u <br />c <br />t <br />u <br />r <br />a <br />l <br /> <br />E <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />i <br />n <br />g <br />, <br /> <br />I <br />n <br />c <br />. <br />, <br /> <br />a <br />n <br />d <br /> <br />t <br />h <br />e <br />i <br />r <br />us <br />e <br /> <br />a <br />n <br />d <br /> <br />p <br />u <br />b <br />l <br />i <br />c <br />a <br />t <br />i <br />o <br />n <br /> <br />s <br />h <br />a <br />l <br />l <br /> <br />b <br />e <br /> <br />r <br />e <br />s <br />t <br />r <br />i <br />c <br />t <br />e <br />d <br /> <br />t <br />o <br /> <br />t <br />h <br />e <br /> <br />o <br />r <br />i <br />g <br />i <br />n <br />a <br />l <br /> <br />s <br />i <br />t <br />e <br /> <br />f <br />o <br />r <br /> <br />w <br />h <br />i <br />c <br />h <br /> <br />t <br />h <br />e <br />y <br /> <br />w <br />e <br />r <br />e <br />pr <br />e <br />p <br />a <br />r <br />e <br />d <br />. <br /> <br />R <br />e <br />- <br />u <br />s <br />e <br /> <br />r <br />e <br />p <br />r <br />o <br />d <br />u <br />c <br />t <br />i <br />o <br />n <br /> <br />o <br />r <br /> <br />p <br />u <br />b <br />l <br />i <br />c <br />a <br />t <br />i <br />o <br />n <br /> <br />b <br />y <br /> <br />a <br />n <br />y <br /> <br />m <br />e <br />t <br />h <br />o <br />d <br />, <br /> <br />i <br />n <br /> <br />w <br />h <br />o <br />l <br />e <br /> <br />o <br />r <br /> <br />i <br />n <br /> <br />p <br />a <br />r <br />t <br />, <br />is <br /> <br />p <br />r <br />o <br />h <br />i <br />b <br />i <br />t <br />e <br />d <br /> <br />e <br />x <br />c <br />e <br />p <br />t <br /> <br />b <br />y <br /> <br />w <br />r <br />i <br />t <br />t <br />e <br />n <br /> <br />p <br />e <br />r <br />m <br />i <br />s <br />s <br />i <br />o <br />n <br /> <br />f <br />r <br />o <br />m <br /> <br />N <br />S <br /> <br />S <br />t <br />r <br />u <br />c <br />t <br />u <br />r <br />a <br />l <br /> <br />E <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />i <br />n <br />g <br />, <br /> <br />I <br />n <br />c <br />Ti <br />t <br />l <br />e <br /> <br />t <br />o <br /> <br />t <br />h <br />e <br />s <br />e <br /> <br />p <br />l <br />a <br />n <br />s <br /> <br />a <br />n <br />d <br /> <br />s <br />p <br />e <br />c <br />i <br />f <br />i <br />c <br />a <br />t <br />i <br />o <br />n <br />s <br /> <br />s <br />h <br />a <br />l <br />l <br /> <br />r <br />e <br />m <br />a <br />i <br />n <br /> <br />w <br />i <br />t <br />h <br /> <br />N <br />S <br /> <br />S <br />t <br />r <br />u <br />c <br />t <br />u <br />r <br />a <br />l <br /> <br />E <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />i <br />n <br />g <br />, <br />In <br />c <br />. <br /> <br />w <br />i <br />t <br />h <br />o <br />u <br />t <br /> <br />p <br />r <br />e <br />j <br />u <br />d <br />i <br />c <br />e <br />, <br /> <br />a <br />n <br />d <br /> <br />v <br />i <br />s <br />u <br />a <br />l <br /> <br />c <br />o <br />n <br />t <br />a <br />c <br />t <br /> <br />w <br />i <br />t <br />h <br /> <br />t <br />h <br />e <br />m <br /> <br />s <br />h <br />a <br />l <br />l <br /> <br />c <br />o <br />n <br />s <br />t <br />i <br />t <br />u <br />t <br />e <br /> <br />p <br />r <br />i <br />m <br />a <br /> <br />f <br />a <br />c <br />i <br />e <br />ev <br />i <br />d <br />e <br />n <br />c <br />e <br /> <br />o <br />f <br /> <br />t <br />h <br />e <br />s <br />e <br /> <br />r <br />e <br />s <br />t <br />r <br />i <br />c <br />t <br />i <br />o <br />n <br />s <br />. <br />S-1.0 <br />5'-0"5'-0" <br />4' <br />- <br />0 <br />" <br />3' <br />- <br />8 <br />1 <br />2" <br />- <br />1 <br />-2 <br />4'-0" <br />2' <br />- <br />3 <br />1 <br />2" <br />NOTES <br />1. LOCATIONS, ORIENTATION, AND QUANTITY OF SOLAR STRAPS TIE DOWN SHALL BE COORDINATED WITH ROOF FRAMING PLANS <br />2.THE EXISTING ROOF SHOULD BE CHECKED FOR PONDING AND BRING IT TO THE ENGINEER'S ATTENTION. <br />SCALE: 1" = 1'-0"A PLAN VIEW <br />SCALE: 1" = 1'-0"1 SECTION VIEW <br />SCALE: 1" = 1'-0"2 SECTION VIEW <br />1/4" CAP PLATE, TYP. <br />NOTES: <br />1. ALL OPEN ENDED HSS MEMBERS SHALL BE STEEL CAP PLATE AT ENDS. <br />1 <br />S-2.0 <br />2 <br />S-2.0 <br />S-2.0 <br />3 <br />HSS1.25x1.25x0.120, TYP. <br />HSS1.25x1.25x0.120, <br />TYP. <br />HSS1.25x1.25x0.120, <br />TYP. <br />HSS1.25x1.25x0.120, TYP. <br />1'-0" <br />1' <br />- <br />2 <br />1 <br />2"4 <br />I <br />N <br />V <br />E <br />R <br />T <br />E <br />R <br />S <br /> <br />P <br />L <br />A <br />N <br /> <br />A <br />N <br />D <br /> <br />S <br />E <br />C <br />T <br />I <br />O <br />N <br />S <br /> <br />SEISMIC BRACKET, <br />SEE DET. 5/S2 <br />3' <br />- <br />8 <br />1 <br />2" <br />INVERTERS : SOLIS <br />(MAX WEIGHT = 187 LBS) <br />(SEE CUTSHEETS FOR <br />ADDITIONAL INFORMATION) <br />INVERTERS : SOLIS <br />(MAX WEIGHT = 187 LBS) <br />(SEE CUTSHEETS FOR <br />ADDITIONAL INFORMATION) <br />S-2.0 <br />4 <br />3'-91 2" <br />5'-0"5'-0" <br />1'-43 4"1'-43 4" <br />11 2" <br />(TYP) <br />13 4" <br />(TYP) <br />HSS1.25x1.25x0.120, TYP. <br />TA <br />R <br />G <br />E <br />T <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />- <br /> <br />S <br />K <br />I <br />D <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />09/5/2023 <br />SEISMIC BRACKET, <br />SEE DET. 5/S2.0, TYP. <br />TOTAL).0.(9 <br />1441 W 17th St - 101115926 & <br />20180369 <br />11/16/2023