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18 <br />" <br /> <br />M <br />A <br />X <br />. <br />IRONRIDGE SGA 2" DIAGONAL BRACE ASSEMBLY, TYP. <br />PV MODULE PER <br />PLAN, TYP. <br />IRONRIDGE CROSS-RAIL PER PLAN <br />IRONRIDGE SGA RAIL CONNECTOR, <br />TYP. @ CROSS-RAIL INTERSECTION <br />w/ MAIN RAIL <br />PIPE STANCHION PER PLAN, TYP. U.O.N. <br />PIPE MAIN RAIL PER PLAN <br />IRONRIDGE TOP CAP <br />5° MAX. <br />MAX. 1 1/2" GAP B/W <br /> <br />P <br />A <br />N <br />E <br />L <br />S <br />, <br /> <br />T <br />Y <br />P <br />. <br />MAX. OVERHANG PER PLAN <br />[MAX. SPACING VARIES] <br />SPACING PER PLAN <br />[MAX. SPACING VARIES] <br />SPACING PER PLAN <br />[MAX. SPACING VARIES] <br />SPACING PER PLAN <br />90 <br />1 <br /> <br />W <br /> <br />1 <br />S <br />T <br /> <br />S <br />T <br />. <br />, <br /> <br />S <br />T <br />A <br />. <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br />CH <br />R <br />I <br />S <br />T <br />I <br />A <br />N <br /> <br />C <br />H <br />U <br />R <br />C <br />H <br /> <br />H <br />O <br />M <br />E <br />FL <br />O <br />W <br />E <br />R <br /> <br />P <br />A <br />R <br />K <br /> <br />P <br />L <br />A <br />Z <br />A <br /> NO. DESCRIPTION DATE <br />24/03/21 <br /> SHEET TITLE: <br /> PROJECT NO. <br /> DRAWN BY <br /> CHECKED BY <br /> DATE <br /> ©2024 Q MECCANICA, INC. ALL RIGHTS RESERVED <br /> REVISIONS <br /> SHEET #: <br />MAS <br /> DRAWING INFO <br />AS NOTED SCALE <br /> PROJECT NAME: <br />PL <br />O <br />T <br /> <br />D <br />A <br />T <br />E <br />: <br /> <br />20 <br />2 <br />4 <br />/ <br />0 <br />3 <br />/ <br />2 <br />5 <br />IF <br /> <br />T <br />H <br />I <br />S <br /> <br />I <br />S <br /> <br />N <br />O <br />T <br /> <br />P <br />R <br />I <br />N <br />T <br />E <br />D <br /> <br />O <br />N <br /> <br />4 <br />2 <br />" <br /> <br />X <br /> <br />3 <br />0 <br />" <br /> <br />T <br />H <br />E <br />N <br /> <br />T <br />H <br />I <br />S <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br /> <br />H <br />A <br />S <br /> <br />B <br />E <br />E <br />N <br /> <br />S <br />C <br />A <br />L <br />E <br />D <br />NLN <br /> STAMP: <br />DESIGNER: <br />Q MECCANICA INC. <br />WWW.QMECCANICA.COM <br />INQUIRY@QMECCANICA.COM <br />CONTRACTOR: <br />PERMIT SET0 24/01/26 <br />STRUCTURAL DETAILS <br />STANCHION ANCHORAGE SECTION <br />SCALE: 3"=1'-0"5 <br />GENERAL NOTE: <br />ALL ROOF PENETRATIONS SHALL BE SEALED USING APPROVED METHODS AND <br />PRODUCTS TO PREVENT WATER LEAKAGE. <br />MAX O.H. <br />PER PLAN <br />SOLAR PANEL ARRAY SECTION <br />SCALE: 1"=1'-0"1 <br />SPACING PER PLAN SPACING PER PLAN <br />(N) SOLAR PANEL PER PLAN <br />(N) IRONRIDGE SGA RAIL <br />CONNECTOR, TYP <br />(N) IRONRIDGE XR 100 PER <br />PLAN, GALV. <br />(N) 2" Ø STEEL PIPE, <br />ATSM GR B,GALV. SCHD. <br />40 (FY = 35 KSI MIN) <br />2 <br />S-1.0 <br />3 <br />S-1.0 <br />3 <br />S-1.0 <br />5 <br />S-1.0 <br />SOLAR PANEL ARRAY ELEVATION <br />SCALE: 1"=1'-0"2 <br />(N) SOLAR PANEL PER PLAN <br />(N) IRONRIDGE XR 100, TYP <br />(N) 2" Ø STEEL PIPE, <br />ATSM GR B,GALV. SCHD. <br />40 (FY = 35 KSI MIN) <br />MAX VARIES <br />SEE PLAN1 <br />S-1.0 <br />3 <br />PV-8.0 <br />4 <br />PV-8.0 <br />(N) IRONRIDGE SGA RAIL <br />CONNECTOR, TYP <br />(N) IRONRIDGE TOP CAP W/ <br />SET SCREWS & U-BOLT, TYP <br />STANCHION ANCHORAGE DETAIL <br />SCALE: 3"=1'-0"4 <br />1" MIN <br />(N) IRONRIDGE U.F.O. CLAMP <br />W/ STOPPER SLEEVE <br />(N) IRONRIDGE U.F.O. CLAMP <br />(N) PV MODULE <br />PER PLAN <br />PANEL ATTACHMENT <br />SCALE: 6"=1'-0"3 <br />5° <br />POINT LOAD: 151 LBS <br />DEAD LOAD: 3.65 PSF <br />S-1.0SOLAR PANEL ARRAY SECTION <br />SCALE: 1"=1'-0"6 <br />(E) CONCRETE SLAB <br />6" <br />℄ <br />3 3/4" <br />2 <br />4 <br />/ <br />5 <br />" <br />(N) IRONRIDGE TOP CAP <br />BASE W/ (2) SET SCREWS <br />(N) 2" Ø STEEL PIPE, <br />ATSM GR B,GALV. SCHD. <br />40 (FY = 35 KSI MIN) <br />(E) CONCRETE SLAB <br />℄ <br />(N) IRONRIDGE TOP CAP <br />BASE W/ (2) SET SCREWS <br />(N) 3/8"Ø X 3 1/2" CS STRONG BOLT 2 ANCHOR, <br />MIN. 1 7/8" EMBED, TYP. (4) PER STANCHION <br />(ICC-ES-ESR-3037) <br />(N) PIPE STANCHION PER <br />PLAN <br />1 <br />7 <br />/ <br />8 <br />" <br />MI <br />N <br />(N) 3/8"Ø X 3 1/2" CS STRONG <br />BOLT 2 ANCHOR, MIN. 1 7/8" <br />EMBED, TYP. (4) PER <br />STANCHION <br />(ICC-ES-ESR-3037) <br />(N) 3/8"Ø X 3 1/2" CS STRONG <br />BOLT 2 ANCHOR, MIN. 1 7/8" <br />EMBED, TYP. (4) PER <br />STANCHION <br />(ICC-ES-ESR-3037) <br />(N) 3/8"Ø X 3 1/2" CS STRONG <br />BOLT 2 ANCHOR, MIN. 1 7/8" <br />EMBED, TYP. (4) PER <br />STANCHION <br />(ICC-ES-ESR-3037) <br />(N) FLASHING AND WATERPROOFING <br />PER ARCH'L/WATERPROOFING <br />CONSULTANT <br />(E) POLYISO PANEL <br />(E) POLYISO FILL <br />(E) POLYISO BASE LAYER <br />(E) CONCRETE SLAB <br />901 W First St- <br />101118898 & 201825275/8/2024