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1'-0"21'-0"1'-1" <br />1" <br />12" <br />1' - 9"WALL MOUNTED HANDRA <br />I <br />L <br />1 <br />AD2 <br />34 <br />" <br /> <br />- <br /> <br />3 <br />8 <br />" <br />1.MAX. HEIGHT OF THE 20 GAUGE 3-5/8" STEEL STUDS 16" O.C. <br />2.5-1/2" GLASS FIBER INSULATION <br />3.1/2" GYPSUM BOARD APPLIED <br />VERTICALLY OR HORIZONTALLY WITH VERTICAL JOINTS CENTERED OVER STUDS AND FASTENED TO <br />STUDS AND TRACKS WITH 1" TYPE S SCREWS 24" O.C. <br />4.JOINT TAPE AND COMPOUND OVER JOINTS AND FASTENER HEADS <br />24"24" <br />1 2 3 4 <br />JAMB <br />HEADER TRACKS <br />INFILL STUD <br />ADDITIONAL <br />ANCHORAGE <br />@ JAMB <br />CRIPPLE STUD <br />STUD <br />TRACK <br />SCREW EACH SIDE <br />SHEET# <br />JOB# <br />DRAWN <br />DATE <br />SCALE <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />DEC. 2025 <br />YC24005 <br />be <br /> <br />r <br />e <br />p <br />r <br />o <br />d <br />u <br />c <br />e <br />d <br /> <br />w <br />i <br />t <br />h <br />o <br />u <br />t <br /> <br />t <br />h <br />e <br /> <br />w <br />r <br />i <br />t <br />t <br />e <br />n <br /> <br />c <br />o <br />n <br />s <br />e <br />n <br />t <br /> <br />o 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<br />3 <br />2 <br />7 <br />9 <br />8 <br />HC F <br />R <br />A <br />D <br />SE <br />N E <br />S <br />TAT <br />L <br />CA <br />I <br />OF <br />E ILC <br />A <br />ORNITC <br />ITE <br />YE <br />N <br />N <br />Y <br /> <br />N <br />G <br />DA <br />T <br />E <br />RE <br />N <br />E <br />W <br />A <br />L <br />03 <br />- <br />3 <br />1 <br />- <br />2 <br />5 <br />PC <br />6 <br />06 <br />/ <br />1 <br />6 <br />/ <br />2 <br />5 <br />OC <br />F <br />A <br /> <br />S <br />U <br />B <br />M <br />I <br />T <br />T <br />A <br />L <br />PC <br />7 <br />1 <br />0 <br />/ <br />2 <br />9 <br />/ <br />2 <br />5 <br /> <br />7 <br />T <br />H <br /> <br />S <br />U <br />B <br />M <br />I <br />T <br />T <br />A <br />L <br />PC <br />8 <br />12 <br />/ <br />2 <br />/ <br />2 <br />5 <br />8T <br />H <br /> <br />S <br />U <br />B <br />M <br />I <br />T <br />T <br />A <br />L <br />PC <br />9 <br />1 <br />2 <br />/ <br />1 <br />9/2 <br />5 <br />9T <br />H <br /> <br />S <br />U <br />B <br />M <br />I <br />T <br />T <br />A <br />L <br />AD4 <br />AR <br />C <br />H <br />I <br />T <br />E <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />SCALE <br />1/4" = 1'-0"1RAMP AT STAGE - SECTION A-A <br />SCALE <br />N.I.S.4RAMP HANDRAIL HEIGHT AND CLEARANCE SCALE <br /> 1 1/2" = 1'-0"2INTERIOR PARTITION - STEEL STUD (NON-LOAD-BEARING) <br />1:12 MAXIMUM SLOPE <br />SCALE <br />N.I.S.6NON-BEARING INTERIOR WALL FRAMED TO CEILING <br />SCALE <br />N.I.S.6NON-BEARING STUD TO TRACK CONNECTION <br />PC9 <br />PC8 <br />PC8 <br />PC8 <br />SCALE <br /> 3 <br />8" = 1'-0"3HANDRAILS: CROSS SECTION