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STEEL BAR <br />05 50 00.E01 <br />SPRING HINGE <br />RAILING, STEEL <br />05 52 13.A01 <br />2" <br />10 <br />" <br />1 1/2" x 1 1/2" PIPE RAIL <br />AND POSTS <br />1/2" X 1/2" @ 4" O.C. <br />MAX. SECURED TO 1 <br />1/2" X 1 1/2" STL. PIPE <br />GATE FRAME FINISH <br />TO MATCH RAILING <br />2 1/4"2 1/4" <br />2 1/4" <br />STEEL CATCH PLATE <br />RAILING, STEEL <br />05 52 13.A01 <br />HANDRAIL, STEEL <br />05 52 13.B01 <br />STEEL BAR <br />05 50 00.E01 <br />RAILING, STEEL <br />05 52 13.A01 <br />CAST-IN-PLACE CONC <br />03 30 00.A00 <br />CAST NOSING <br />05 50 00.H01 <br />STEEL PLATE <br />05 50 00.C01 <br />3' <br /> <br />- <br /> <br />5 <br /> <br />2 <br />5 <br />3 <br />/ <br />2 <br />5 <br />6 <br />" <br />3" <br />2' <br /> <br />- <br /> <br />1 <br />0 <br />" <br /> <br />T <br />O <br /> <br />T <br />. <br />O <br />. <br /> <br />H <br />A <br />N <br />D <br />R <br />A <br />I <br />L <br />3' <br /> <br />- <br /> <br />6 <br />" <br /> <br />T <br />O <br /> <br />T <br />. <br />O <br />. <br /> <br />G <br />U <br />A <br />R <br />D <br />R <br />A <br />I <br />L <br />TYP <br />TREAD <br />2' <br /> <br />- <br /> <br />1 <br />0 <br />" <br />1 1/2" X 1 1/2" PIPE <br />RAIL AND POSTS <br />1 1/2" DIA. <br />1/2" x 1/2" @ 4" O.C. <br />MAX., TYP. <br />TREADS, RISERS AND <br />LANDINGS, TYP. <br />AT GARAGE STAIRS <br />6" X 4" TO MATCH <br />STAIR FINISH, TYP. <br />1 1/2" x 1 1/2" PIPE RAIL <br />AND POSTS <br />11" <br />1" NOSING TYP. <br />________________13 <br />R1.A6.202 <br />11" LANDING TYP. <br />STEEL BAR <br />05 50 00.E01 <br />2' <br /> <br />- <br /> <br />1 <br />0 <br />" <br />3' <br /> <br />- <br /> <br />6 <br />" <br />RAILING, STEEL <br />05 52 13.A01 <br />HANDRAIL, STEEL <br />05 52 13.B01 <br />1" NOSING TYP. <br />1 1/2" X 1 1/2" PIPE <br />RAIL AND POSTS <br />1 1/2" DIA. <br />1/2" x 1/2" @ 4" O.C. <br />MAX., TYP. <br />RAILING, STEEL <br />05 52 13.A01 <br />1 1/2" X 1 1/2" PIPE <br />RAIL AND POSTS <br />CAST NOSING <br />05 50 00.H01 <br />AT GARAGE STAIRS <br />3" <br />3' <br /> <br />- <br /> <br />6 <br />" <br />HA <br />N <br />D <br />R <br />A <br />I <br />L <br />2' <br /> <br />- <br /> <br />1 <br />0 <br />" <br />3" <br />11" TYP. TREAD <br />2' <br /> <br />- <br /> <br />1 <br />0 <br /> <br />1 <br />/ <br />8 <br />" <br /> <br />T <br />O <br /> <br />T <br />. <br />O <br />. <br /> <br />H <br />A <br />N <br />D <br />R <br />A <br />I <br />L <br />3' <br /> <br />- <br /> <br />9 <br /> <br />1 <br />7 <br />9 <br />/ <br />2 <br />5 <br />6 <br />" <br /> <br />T <br />O <br /> <br />T <br />. <br />O <br />. <br /> <br />G <br />U <br />A <br />R <br />D <br />R <br />A <br />I <br />L <br />STEEL BAR <br />05 50 00.E01 <br />CAST NOSING <br />05 50 00.H01 <br />HANDRAIL, STEEL <br />05 52 13.B01 <br />RAILING, STEEL <br />05 52 13.A01 <br />RAILING, STEEL <br />05 52 13.A01 <br />1 1/2" X 1 1/2" PIPE <br />RAIL AND POSTS <br />1 1/2" DIA. <br />1/2" x 1/2" @ 4" O.C. <br />MAX., TYP. <br />1 1/2" X 1 1/2" PIPE <br />RAIL AND POSTS <br />AT GARAGE STAIRS <br />1" NOSING TYP. <br />________________19 <br />R1.A6.202 <br />ALIGN <br />ALIGN <br />3' <br /> <br />- <br /> <br />6 <br />" <br /> <br />T <br />Y <br />P <br />. <br />HANDRAIL, STEEL <br />05 52 13.B01 <br />RAILING, STEEL <br />05 52 13.A01 <br />SPRING HINGE <br />STEEL BAR <br />05 50 00.E01 <br />RAILING, STEEL <br />05 52 13.A01 <br />1 1/2" x 1 1/2" PIPE RAIL <br />AND POSTS <br />1 1/2" O.D. <br />1 1/2" x 1 1/2" PIPE RAIL <br />AND POSTS <br />1/2" x 1/2" @ 4" O.C. <br />MAX., TYP. <br />STEEL CATCH PLATE <br />1 1/2" x 1 1/2" PIPE RAIL <br />AND POSTS <br />RAILING, STEEL <br />05 52 13.A01 <br />STEEL BAR <br />05 50 00.E01 <br />CAST-IN-PLACE CONC <br />03 30 00.A00 <br />OF POST <br />3" <br />3' <br /> <br />- <br /> <br />6 <br />" <br /> <br />L <br />A <br />N <br />D <br />I <br />N <br />G <br /> <br />T <br />O <br /> <br />T <br />. <br />O <br />. <br /> <br />O <br />F <br /> <br />R <br />A <br />I <br />L <br />HANDRAIL, STEEL <br />05 52 13.B01 <br />1/2" x 1/2" @ 4" O.C. <br />MAX., TYP. <br />1 1/2" x 1 1/2" PIPE RAIL <br />AND POSTS <br />1 1/2" DIA. O.D. <br />TREADS, RISERS AND <br />LANDINGS, TYP. <br />4" MAX. <br />STEEL PLATE <br />05 50 00.C01 <br />6" X 4" TO MATCH <br />STAIR FINISH, TYP. <br />ALIGN <br />AL <br />I <br />G <br />N <br />4" <br />STEEL PLATE <br />05 50 00.C01 <br />3/16" THK. TYP. <br />3" <br />STEEL BAR <br />05 50 00.E01 <br />1/2" x 1/2" @ 4" O.C. <br />MAX., TYP. <br />RAILING, STEEL <br />05 52 13.A01 <br />1 1/2" x 1 1/2" PIPE RAIL <br />AND POSTS <br />GROUT <br />05 51 00.K00 <br />1 1/2" X 1 1/2" VERT. <br />RAIL SLEEVED INTO <br />CONCRETE TREAD. <br />SET W/ NON-SHRINK <br />GROUT & SECURED W. <br />NELSON STUDS, TYP. <br />RAILING, STEEL <br />05 52 13.A01 <br />BRACKET <br />05 52 13.I00 <br />HANDRAIL, STEEL <br />05 52 13.B01 <br />1 1/2" DIA. <br />STEEL W. CONCELAED <br />FASTENERS <br />1 1/2" <br />. <br />1 1/2" x 1 1/2" PIPE RAIL <br />AND POSTS <br />STEEL BAR <br />05 50 00.E01 <br />1/2" x 1/2" @ 4" O.C. <br />MAX., TYP. <br />3' <br /> <br />- <br /> <br />6 <br />" <br />TR <br />E <br />A <br />D <br /> <br />N <br />O <br />S <br />I <br />N <br />G <br /> <br />T <br />O <br /> <br />T <br />O <br />P <br /> <br />O <br />F <br /> <br />G <br />U <br />A <br />R <br />D <br />R <br />A <br />I <br />L <br />19" <br />4" <br />3" <br />13" <br />2' <br /> <br />- <br /> <br />1 <br />0 <br />" <br />TR <br />E <br />A <br />D <br /> <br />N <br />O <br />S <br />I <br />N <br />G <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 />________________14 <br />R1.A6.202 <br />________________15 <br />R1.A6.202 <br />OF VERT. <br />POST <br />ELEVATION <br />PLAN VIEW <br />1 <br />1 <br />/ <br />2 <br />" <br /> <br />1 <br /> <br />3 <br />/ <br />4 <br />" <br /> <br />1 <br />" <br />4"4" <br />03 <br />TYP TREAD <br />11" <br />________________11 <br />R1.A6.202 <br />13 <br />R1.A6.202 <br />________________ <br />TR <br />E <br />A <br />D <br /> <br />N <br />O <br />S <br />I <br />N <br />G <br /> <br />T <br />O <br /> <br />T <br />. <br />O <br />. <br /> <br />H <br />A <br />N <br />D <br />R <br />A <br />I <br />L <br />2' <br /> <br />- <br /> <br />1 <br />0 <br />' <br />' <br />. <br />T. <br />O <br />. <br /> <br />H <br />A <br />N <br />D <br />R <br />A <br />I <br />L <br />2' <br /> <br />- <br /> <br />1 <br />0 <br />' <br />' <br />. <br />T. <br />O <br />. <br /> <br />G <br />U <br />A <br />R <br />D <br />R <br />A <br />I <br />L <br />3' <br /> <br />- <br /> <br />6 <br />" <br />BEYOND <br />1 1/2"2' <br /> <br />- <br /> <br />1 <br />0 <br />' <br />' <br /> <br />T <br />O <br /> <br />T <br />. <br />O <br />. <br /> <br />H <br />A <br />N <br />D <br />R <br />A <br />I <br />L <br />3' <br /> <br />- <br /> <br />6 <br />" <br /> <br />T <br />O <br /> <br />T <br />. <br />O <br />. <br /> <br />G <br />U <br />A <br />R <br />D <br />R <br />A <br />I <br />L <br />18 <br />R1.A6.202 <br />________________ <br />1 1/2" <br />4" <br />________________14 <br />R1.A6.202 <br />TYP TREAD <br />11" <br />TR <br />E <br />A <br />D <br /> <br />N <br />O <br />S <br />I <br />N <br />G <br /> <br />T <br />O <br /> <br />T <br />. <br />O <br />. <br /> <br />H <br />A <br />N <br />D <br />R <br />A <br />I <br />L <br />2' <br /> <br />- <br /> <br />1 <br />0 <br />' <br />' <br />. <br />1' - 0" <br />3 1/2" <br />3' <br /> <br />- <br /> <br />6 <br />" <br /> <br />T <br />O <br /> <br />T <br />. <br />O <br />. <br /> <br />G <br />U <br />A <br />R <br />D <br />R <br />A <br />I <br />L <br />2' <br /> <br />- <br /> <br />1 <br />0 <br />' <br />' <br />.________________18 <br />R1.A6.202 <br />05 <br />2' <br /> <br />- <br /> <br />1 <br />0 <br />' <br />' <br />. <br />3' <br /> <br />- <br /> <br />6 <br />" <br />1' - 3 1/4" <br />TYP TREAD <br />11" <br />TR <br />E <br />A <br />D <br /> <br />N <br />O <br />S <br />I <br />N <br />G <br /> <br />T <br />O <br /> <br />T <br />. <br />O <br />. <br /> <br />H <br />A <br />N <br />D <br />R <br />A <br />I <br />L <br />2' <br /> <br />- <br /> <br />1 <br />0 <br />' <br />' <br />. <br />13 <br />R1.A6.202 <br />________________ <br />11 <br />STAIR NOSING EDGE <br />ABOVE <br />STAIR NOSING EDGE <br />1" <br />1" <br />EQ <br />. <br />EQ <br />. <br />AL <br />I <br />G <br />N <br />3" <br />3" <br />AL <br />I <br />G <br />N <br />RAILING, STEEL <br />05 52 13.A01 <br />STEEL PLATE <br />05 50 00.C01 <br />1 1/2" X 1 1/2" VERT. <br />RAIL WELDED TO STL. <br />PLATE <br />1"2" <br />(E) CONCRETE STAIR <br />(N) CONCRETE TREAD OVER (E) CONC. <br />TREAD. ROUGHEN (E) CONC.TO ACCEPT <br />(N) CONC. EMBED 6X6 WELDED WIRE <br />REINFORCEMENT IN CONCRETE TO <br />MEET ASTM A185 STANDARDS. FINISH <br />TO MATCH ADJACENT CONCRETE <br />FLOOR. <br />CONTRASTING STRIPE, <br />MT-3. PROVIDE SLIP <br />COEFF. EQ TO ADJ. CONC. <br />SURFACE, TYP <br />(E) CONCRETE SLAB <br />OVER METAL DECK, <br />VIF <br />2" <br />2" <br />LINE OF (E) CONCRETE TREAD. CHIP <br />OUT PORTION OF TREAD AS REQ'D <br />FOR (N) 2" THICK TOPPING, TYP. <br />1" TYP 2" MIN <br />EXISTING CONC. SLAB, V.I.F. <br />TOP OF (N) CONC. TOPPING SLAB <br />2" <br />2" <br />15/16" TYP.2" MIN <br />2" MIN <br />(E) CONCRETE STAIR <br />(N) CONCRETE TREAD OVER (E) CONC. <br />TREAD. ROUGHEN (E) CONC.TO ACCEPT <br />(N) CONC. EMBED 6X6 WELDED WIRE <br />REINFORCEMENT IN CONCRETE TO <br />MEET ASTM A185 STANDARDS. FINISH <br />TO MATCH ADJACENT CONCRETE <br />FLOOR. <br />CONTRASTING STRIPE, <br />MT-3. PROVIDE SLIP COEF. <br />EQ TO ADJ. CONC. <br />SURFACE, TYP <br />LINE OF (E) CONCRETE TREAD. <br />CHIP OUT PORTION OF TREAD AS <br />REQ'D FOR (N) 2" THICK TOPPING, <br />TYP. <br />(E) PARTITION BELOW, V.I.F. <br />1"2" <br />SCALE:3" = 1'-0" <br />PLAN @ DIRECTIONAL GATE17 <br />SCALE:1" = 1'-0" <br />ELEVATION - TYPICAL STAIR RAIL07 <br />SCALE:1" = 1'-0" <br />ELEVATION @ TOP OF STAIR05 <br />SCALE:1" = 1'-0" <br />CONDITION @ TYP. FIRST RUN06 <br />SCALE:1" = 1'-0" <br />ELEVATION @ DIRECTIONAL GATE08 <br />SCALE:1" = 1'-0" <br />ELEVATION @ TYP. TOP LANDING01 <br />SCALE:6" = 1'-0" <br />SECTION @ VERTICAL RAIL SUPPORT15 <br />SCALE:6" = 1'-0" <br />SECTION @ VERTICAL SUPPORT14 <br />SCALE:3" = 1'-0" <br />STL. PLATE SECTION DETAIL @ GUARDRAIL12 <br />SCALE:3" = 1'-0" <br />DETAIL @ GUARDRAIL111 SCALE:1" = 1'-0" <br />ELEVATION @ MID RUN103 <br />SCALE:1" = 1'-0" <br />ELEVATION @ TYP 1ST LANDING104 <br />SCALE:3" = 1'-0" <br />SECTION @ SIDE MTD GUARDRAIL113 SCALE:1" = 1'-0" <br />SECTION @ TYP INTERMED. LANDING109 <br />SCALE:1" = 1'-0" <br />SECTION @ TYP LANDING110 SCALE:1" = 1'-0" <br />ELEVATION @ TOP LANDING102SCALE:6" = 1'-0" <br />PLAN DETAIL118 <br />SCALE:6" = 1'-0" <br />PLAN @ VERTICAL SUPPORT19 <br />SCALE:1 1/2" = 1'-0" <br />CONTRAST. STRIPE @ FOOT OF STR 1216SCALE:1 1/2" = 1'-0" <br />CONTRASTING STRIPE @ HEAD 0F STAIR 1220 <br />© Gensler <br />Date Description <br />Project Name <br />Project Number <br />Description <br />Scale <br />Seal / Signature <br />2021 <br />Tel 949.863.9434 <br />Fax 949-553-1676 <br />4675 MacArthur Court <br />Suite 100 <br />Newport Beach, CA <br />92600 <br />USA <br />As indicated <br />9/ <br />2 <br />3 <br />/ <br />2 <br />0 <br />2 <br />4 <br />1 <br />1 <br />: <br />3 <br />8 <br />: <br />3 <br />3 <br /> <br />A <br />M <br />BI <br />M <br /> <br />3 <br />6 <br />0 <br />:/ <br />/ <br />0 <br />0 <br />7 <br />. <br />3 <br />7 <br />5 <br />7 <br />. <br />0 <br />0 <br />0 <br /> <br />- <br /> <br />C <br />ar <br />i <br />b <br />o <br />u <br /> <br />I <br />n <br />d <br />u <br />s <br />t <br />r <br />i <br />e <br />s <br /> - <br /> <br />3 <br />r <br />d <br /> <br />& <br /> <br />B <br />r <br />o <br />a <br />d <br />w <br />a <br />y <br />/3 <br />R <br />D <br />- <br />B <br />_ <br />A <br />R <br />C <br />H <br />_ <br />W <br />ES <br />T <br />_ <br />R <br />2 <br />0 <br />. <br />r <br />v <br />t <br />R1.A6.202 <br />CONCRETE STAIR & PIPE GUARDRAIL <br />DETAILS <br />07.3757.400 <br />3rd & Broadway Residential <br />Tower Core & Shell <br />301 N. Broadway, Santa Ana, CA <br />09/21/2021 Issue for Plan Check <br />A 12/10/2021 Reissue for Plan Check <br />H 06/17/2024 Revision to Permit <br />1/7/25