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• 5/8" SHEETROCK FIRECODE C CORE GYPSUM BOARD <br />- 1" NOMINAL WOOD SUB AND FINISHED FLOOR <br />- 2x10 WOOD JOIST 16" O.C. <br />- RC-1 CHANNEL OR EQUIVALENT SPACED 24" O.C. <br />- JOINTS FINISHED <br />• OPTIONAL VENEER PLASTER <br />TEST NUMBER: UL DES L514 <br />CLG. WT. 3 <br />1' <br /> <br />- <br /> <br />0 <br />" <br />1' <br /> <br />- <br /> <br />0 <br />" <br />BREAM PER STRUCTURE DWG. <br />34 <br />" <br />-38 <br />" <br />STEEL WALL MOUNTING <br />BRACKET <br />3 1/2" MAX <br />1 1/2" MIN <br />1/4" <br />GYB PARTITION SEE <br />FLOOR PLANS FOR <br />TYPE. <br />1 1/2" DIA. WD WALL <br />MOUNTED HANDRAIL WITH <br />RETURN TO WALL AT EACH <br />END. <br />WD BLKG AT PARTITION <br />250 LB LAT. LOAD. <br />1-1/2" RND 12GA GUARD RAIL @ 3'-6" <br />W/ VERTICAL PICKETS SUBMIT SHOP DWG's <br />1-1/2" RND 12GA HAND RAIL AT 2'-10" <br />AFF ATTACHED TO GUARD RAIL <br />WALL RAIL BEYOND <br />(RETURN TO WALL) <br />3/4" SQ. PICKETS (12 GA.) @ 4" O.C. <br />SEALED CONC @ ALL FILLED <br />PAN LANDINGS & STAIR TREADS <br />(LIGHT BROOM FINISH) <br />34 <br />" <br />- <br />3 <br />8 <br />" <br />34 <br />" <br />- <br />3 <br />8 <br />" <br />1' - 0" 1 TREAD <br />DISTANCE BETWEEN POSTS <br />5'-0" MAX. <br />1' - 0" <br />1-1/2" RND 12GA HAND RAIL <br />@ 2'-10" AFF ATTACHED TO <br />WALL - SEE DETAIL 2/AD4 <br />34 <br />" <br />- <br />3 <br />8 <br />" <br />GUARDRAIL <br />CONT. <br />HANDRAIL <br />HANDRAIL <br />MOUNTING <br />BRACKET <br />TOE GUARD (TYP) <br />34 <br />" <br />- <br />3 <br />8 <br />" <br />3' <br /> <br />- <br /> <br />6 <br />" <br />2" 1"1 1/4" <br />4" <br /> <br />M <br />I <br />N <br />. <br /> <br />7 <br />" <br /> <br />M <br />A <br />X <br />. <br />EQ <br />. <br /> <br />R <br />I <br />S <br />E <br />R <br />11" TYP. <br />METAL PAN STAIRS, TYP. <br />STEEL STRINGER BEYOND <br />SLIP-RESISTANT PRE-CAST <br />CONCRETE STEP TREAD W/ <br />INTERGRAL CONTRASSTING <br />COLOR STRIPE, CAST INTO <br />TREAD AT TOP AND BOTTOM <br />STEEL ANGLE FASTEN TO <br />STRINGER, ANCHOR TO CONCRETE <br />T.O.P. CONCRETE <br />34 <br />" <br />- <br />3 <br />8 <br />" <br /> <br />T <br />O <br /> <br />T <br />O <br />P <br /> <br />O <br />F <br /> <br />H <br />A <br />N <br />D <br />R <br />A <br />I <br />L <br />34 <br />" <br />- <br />3 <br />8 <br />" <br /> <br />T <br />O <br /> <br />T <br />O <br />P <br /> <br />O <br />F <br /> <br />H <br />A <br />N <br />D <br />R <br />A <br />I <br />L <br />42 <br />" <br /> <br />G <br />U <br />A <br />R <br />D <br />A <br />I <br />L <br />12" EXTENSION <br />2" <br /><4" <br />2" <br />PROVIDE WELD PLATE W/ EMBEDS AT <br />CONCRETE UNLESS OTHERWISE <br />APPROVED BY STRUCTURAL ENGINEER <br />4" SPHERICAL OBJECT <br />CANNOT PASS TUYP. <br />METAL PAN STAIR TREAD AND <br />INTERGRAL RISER BEYOND <br />STEEL CHANNEL STRINGER, <br />PRIME AND PAINT <br />4" SPHERICAL OBJECT <br />CANNOT PASS TUYP. <br />NOTE: <br />• GUARDRAIL, BALCONY TRAILINGS, STAIR <br />SYSTEMS, AND THEIR ATTACHMENTS WILL BE <br />STRUCTURALLY DESIGNED BY A QUALIFIED <br />LICENSED ENGINEER TO CONFORM WITH <br />STRUCTURAL REQUIREMENTS OF TABLE 1607.1 <br />OF THE IBC BY THE FABRICATOR. <br />• GRIND SMOOTH ALL WELDS, PRIME AND PAINT ALL <br />STEEL COMPONENTS, ALL FIELD WELDS TO BE <br />GROUND SMOOTH PRIMED AND PAINTED. <br />4" <br /> <br />M <br />I <br />N <br />. <br /> <br />7 <br />" <br /> <br />M <br />A <br />X <br />. <br />EQ <br />. <br /> <br />R <br />I <br />S <br />E <br />R <br />4" <br /> <br />M <br />I <br />N <br />. <br /> <br />7 <br />" <br /> <br />M <br />A <br />X <br />. <br />EQ <br />. <br /> <br />R <br />I <br />S <br />E <br />R <br />11" TYP. <br />METAL PAN STAIRS, TYP. <br />STEEL STRINGER BEYOND <br />SLIP-RESISTANT PRE-CAST <br />CONCRETE STEP TREAD W/ <br />INTERGRAL CONTRASSTING <br />COLOR STRIPE, CAST INTO <br />TREAD AT TOP AND BOTTOM <br />2" 1" <br />BLOCKOUT <br />3 1/2"STEEL ANGLE EMBED <br />STEEL ANGLE, PAINT <br />NOTE: INSTALL PER MANUFACTURE <br />RECOMMENDATIONS <br />4" <br /> <br />M <br />I <br />N <br />. <br /> <br />7 <br />" <br /> <br />M <br />A <br />X <br />. <br />EQ <br />. <br /> <br />R <br />I <br />S <br />E <br />R <br />STEEL CHANNEL STAIR STRINGER, PRIME AND PAINT <br />NOTE: INSTALL PER MANUFACTURE <br />RECOMMENDATIONS <br />1" 2" 1.25" MAX 11" TYP. <br />WOOD BEAM, VERIFY WITH <br />MANUFACTURER <br />METAL PAN STAIRS WITH <br />CONCRETE TREAD <br />4" <br />MI <br />N <br />. <br />2" <br />T.C. BOLTS <br />STEEL ANGLE <br />CONCRETE SLAB OVER METAL DECK <br />TOP REISER W/ INTERGRAL <br />CONTRASTING COLOR STRIPE <br />30* MAX. <br />1-1/4" (MAX.) 11" TYP. <br />JOB# <br />DATE <br />DRAWN <br />SCALE <br />Th <br />i <br />s <br /> <br />D <br />u <br />c <br />o <br />u <br />m <br />e <br />n <br />t <br /> <br />i <br />s <br /> <br />t <br />h <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 />Y <br />N <br /> <br />A <br />R <br />C <br />H <br />I <br />T <br />E <br />C <br />T <br />S <br />, <br /> <br />I <br />N <br />C. <br />, <br /> <br />a <br />n <br />d <br /> <br />s <br />h <br />a <br />l <br />l <br /> <br />n <br />o <br />t <br /> <br />be <br /> <br />r <br />e <br />p <br />o <br />r <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 <br />f <br /> <br />Y <br />N <br />G <br /> <br />A <br />R <br />CH <br />I <br />T <br />E <br />C <br />T <br />S <br />, <br /> <br />I <br />N <br />C <br />. <br />© <br />C <br />O <br />P <br />Y <br />R <br />I <br />G <br />H <br />T <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />No. C-32798 <br />HC <br />F <br />RADSEN <br />E <br />S <br />TAT <br />LCAIOF <br />E <br />ILC <br />A <br />ORNI <br />TC <br />ITEYENNY NG <br />DATE <br />RENEWAL <br />03-31-25 <br />As indicated <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 />YC23005 <br />AN <br />C <br />E <br />N <br />A <br />Y <br /> <br />C <br />O <br />M <br />M <br />E <br />R <br />C <br />I <br />A <br />L <br /> <br />O <br />F <br />F <br />I <br />C <br />E <br />JAN 2024 <br />T.N. <br />21 <br />0 <br /> <br />W <br />. <br /> <br />1 <br />9 <br />T <br />H <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />, <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />Da <br />t <br />e <br /> <br />D <br />e <br />s <br />c <br />r <br />i <br />p <br />t <br />i <br />o <br />n <br />2 <br />9 <br />/ <br />1 <br />6 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> <br />3 <br />R <br />D <br /> <br />S <br />U <br />B <br />M <br />I <br />T <br />T <br />A <br />L <br />SCALE <br />3" = 1'-0"11-HR FIRE RATED FLOOR <br />SCALE <br />1 1/2" = 1'-0"2STAIR WALL MOUNTED HANDRAIL DETAIL <br />SCALE <br />1/2" = 1'-0"9ISOMETRIC HANDRAIL W/ GUARDRAIL <br />SCALE <br />1/2" = 1'-0"7HANDRAIL MOUNTED TO WALL <br />SCALE <br />1" = 1'-0"8ELEV. DETAIL GUARDRAIL@ LANDING <br />SCALE <br />1 1/2" = 1'-0"3STAIRCASE AT SLAB <br />SCALE <br />1 1/2" = 1'-0"4STAIR SIDE ELEVATION <br />SCALE <br />1 1/2" = 1'-0"5STAIRCASE AT LANDINGSCALE <br />1 1/2" = 1'-0"6STAIRCASE AT TOP <br />2 <br />SCALE <br />3" = 1'-0"10(TYP.) TREAD DETAIL <br />2 <br />2 <br />210 W 19th St <br />4/14/2025