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05 52 13.B01 <br />HANDRAIL, STEEL <br />1 1/2" DIA. STEEL PIPE <br />HANDRAIL PAINTED, <br />(TYP) <br />STAIR NOSING EDGE <br />EDGE OF STAIR TREAD <br />1 <br />1 <br />/ <br />2 <br />" <br />1 <br /> <br />1 <br />/ <br />2 <br />" <br />1 <br /> <br />1 <br />/ <br />2 <br />" <br /> <br />3 <br />" <br /> <br />1 <br /> <br />1 <br />/ <br />2 <br />" <br />1 <br /> <br />1 <br />/ <br />2 <br />" <br />1 <br /> <br />1 <br />/ <br />2 <br />" <br />PTD STL <br />I <br />6" <br />1" <br />03 30 00.A00 <br />CAST-IN-PLACE CONC <br />05 52 13.I00 <br />BRACKET <br />1/2" <br />05 52 13.B01 <br />HANDRAIL, STEEL <br />OR CMU WALL W/ <br />GROUTED CELLS <br />1 1/2" DIA OD PAINTED <br />STL PIPE HANDRAIL <br />RETURN ENDS TO <br />WALL <br />MATCH RAIL FINISH <br />STEEL W/ CONCEALED <br />FASTENERS <br />2 1/8" <br />END CAP <br />5 <br />1 <br />/ <br />2 <br />" <br />1" <br />05 52 13.I00 <br />BRACKET <br />05 52 13.B01 <br />HANDRAIL, STEEL <br />05 50 00.C01 <br />STEEL PLATE <br />MATCH RAIL FINISH <br />STEEL W/ CONCEALED <br />FASTENERS <br />1 1/2" DIA OD PAINTED <br />STL PIPE HANDRAIL <br />RETURN ENDS TO <br />WALL <br />2 1/8" <br />1/2" <br />PARTITION AS SCHEDULED <br />END CAP <br />#12 GA SELF <br />TAPPING SCREW (2- <br />TOT MIN) <br />16 GA METAL <br />BLOCKING PL SPAN 3 <br />STUDS MIN <br />10 <br />" <br /> <br />M <br />I <br />N <br />STL SHIM - FLUSH <br />W/ FO FACE <br />PROVIDE BLOCKING AT <br />CSTUD LOCATIONS, <br />PROVIDE 54MIL STEEL <br />BACKING AT C-H STUD <br />LOCATIONS <br />1 1/2"1-1/2" DIA PIPE RAIL <br />1 1/2" <br />3 1/2" <br />SECTION ELEVATION, TYP <br />3 <br />1 <br />/ <br />2 <br />" <br />2' <br />- <br />1 <br />0 <br />" <br /> <br />T <br />O <br /> <br />T <br />O <br />P <br /> <br />O <br />F <br /> <br />N <br />O <br />S <br />I <br />N <br />G <br />3/4" DIA. BRACKET @ <br />6'-0" OC MAX <br />#12 GA SELF <br />TAPPING SCREW (2- <br />TOT MIN) <br />16 GA METAL <br />BLOCKING PL SPAN 3 <br />STUDS MIN <br />SCHEDULED <br />PARTITION <br />10 <br />" <br /> <br />M <br />I <br />N <br />STL SHIM - FLUSH <br />W/ FO FACE <br />4" <br />05 52 13 <br />PIPE AND TUBE RAILINGS <br />05 51 00.B02 <br />STRINGER, CHANNEL <br />05 51 00.C01 <br />TREAD, METAL PAN <br />6" <br />2" CONTRAST STRIP1"11" <br />1/2" <br />F.O. WALL <br />4" MAX, TYP <br />05 52 13 <br />PIPE AND TUBE RAILINGS <br />05 51 00.B02 <br />STRINGER, CHANNEL <br />05 51 00.C02 <br />TREAD, CONC FILLED <br />2" CONTRAST STRIP <br />1"11" <br />1/2" <br />F.O. WALL <br />4" MAX <br />11" <br />9 <br />1 <br />/ <br />4 <br />" <br />05 52 13 <br />PIPE AND TUBE RAILINGS <br />05 52 13 <br />PIPE AND TUBE RAILINGS <br />05 51 00.B02 <br />STRINGER, CHANNEL <br />2" CONTRAST STRIP W/ <br />PHOTOLUMINESCENT COATING, <br />TYP. AS PER STAIR/EXIT/EGRESS <br />SIGNAGE NOTES, SHEET R1.G0.012. <br />2" <br />CLOSURE PLATE <br />CONCRETE SLAB <br />METAL ANGLE WELDED <br />TO EACH STRINGER <br />05 51 00 <br />ANCHOR, EXPANSION <br />05 51 00.C05 <br />TREAD, CHECKERED PLATE <br />NOTE: ALL JOINTS <br />BETWEEN PIPE RAILS @ <br />POSTS TO BE WELDED <br />& GROUND SMOOTH <br />4' - 0" POST SPACING <br />3/4" DIA. (TYP.) <br />3' - 6" <br />ONE TREAD DEPTH <br />+12" MIN. <br />2' - 10" <br />7" MAX <br />MIN. 11" <br />1' - 1" <br />1' - 9" <br />4" <br />12" MIN <br />I <br />1/2" <br />05 51 00.B02 <br />STRINGER, CHANNEL <br />METAL ANGLE @ <br />STIFFENERS <br />PARTITION AS SCHEDULED <br />MAX <br />4" <br />2" CONTRAST STRIP <br />CONCRETE SLAB <br />CLOSURE PLATE <br />05 51 00 <br />STRINGER, CHANNEL <br />METAL ANGLE BRACKET <br />AT EACH STRINGER <br />4" <br />05 51 00.C05 <br />TREAD, CHECKERED PLATE <br />3" <br />STRINGER TO ABOVE <br />WHERE OCCURS <br />STEEL STRINGER WITH <br />CLOSURE PLATE <br />1' <br /> <br />- <br /> <br />0 <br />" <br />1' <br /> <br />- <br /> <br />3 <br />" <br />MIN. <br />3' - 0" <br />SELF CLOSING GATE BARRIER <br />1 1/2" DIA. SST. SELF CLOSING <br />TURNSTILE GATE ATTACHED TO <br />POST, TYP. <br />1 1/2" <br />STAIR WIDTH PER PLAN DIMENSION <br />FLOOR LEVEL <br />1"1 1/2" <br />DATUM @ 36" <br />1/2" O.D. HANDRAIL SUPPORT <br />1 1/2" <br />1 1/2 O.D. SST HANDRAIL <br />WELD AND GRIND SMOOTH <br />POST AS INDICATED <br />TAP VERTICAL TO RECEIVE <br />3/8" DIA. THREADED ROD <br />SCALE:3" = 1'-0" <br />PLAN @ INT. LANDING03 <br />SCALE:6" = 1'-0" <br />PLAN @ RAIL SUPPORT (TYPE 1)02 <br />SCALE:6" = 1'-0" <br />PLAN @ RAIL SUPPORT (TYPE 2)01SCALE:3" = 1'-0" <br />HANDRAIL DETAIL11 <br />SCALE:1 1/2" = 1'-0" <br />SECTION DETAIL06 <br />SCALE:1 1/2" = 1'-0" <br />SECTION DETAIL05 <br />SCALE:1 1/2" = 1'-0" <br />STAIR BASE07 <br />SCALE:3" = 1'-0" <br />STRINGER @ WALL10 <br />SCALE:1 1/2" = 1'-0" <br />SECTION DETAIL04 <br />SCALE:1 1/2" = 1'-0" <br />ELEVATION - SELF-CLOSING GATE BARRIER09 <br />SCALE:3" = 1'-0" <br />HANDRAIL AT VERTICAL POST08 <br />SHEET NOTES <br />GENERAL NOTES <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 />9/23/2024 11:38:25 AM <br />BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt <br />R1.A6.200 <br />STAIR 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 />I 09/20/2024 Reissue for Plan Check <br />1/7/25