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GUARDRAIL <br />NOTE: ALL JOINTS <br />BETWEEN PIPE RAILS @ <br />POSTS TO BE WELDED <br />& GROUND SMOOTH <br />MAX. <br />4"4" <br />3' <br /> <br />- <br /> <br />2 <br />" <br /> <br />M <br />A <br />X <br />. <br />3' <br /> <br />- <br /> <br />0 <br />" <br />2' <br /> <br />- <br /> <br />1 <br />0 <br />" <br />3' <br /> <br />- <br /> <br />6 <br />" <br />4' - 0" POST <br />SPACING <br />3/4" DIA. STEEL PIPE RAILINGS (TYP.) <br />HANDRAIL, 1 1/2" STEEL TUBE <br />GUARDRAIL <br />3/4" DIA. STEEL PIPE RAILINGS (TYP.) <br />NOTE: ALL JOINTS <br />BETWEEN PIPE RAILS @ <br />POSTS TO BE WELDED <br />& GROUND SMOOTH <br />3' <br /> <br />- <br /> <br />6 <br />" <br />1' - 0" <br />MAX. <br />4"4" <br />(3 <br /> <br />' <br /> <br />2 <br />" <br /> <br />M <br />A <br />X <br />. <br />) <br />2' <br /> <br />- <br /> <br />1 <br />0 <br />" <br />HANDRAIL, 1 1/2" STEEL TUBE <br />4' - 0" POST SPACING <br />4" <br />RAMP DOWN PER PLAN 1:12 MAX <br />2' - 10" <br />1' - 0" <br />1' - 0" <br />AT GROUND LEVEL, WHERE THE RAMP ELEVATION CHANGE IS LESS <br />THAN 6 INCHES, PLEASE REFER TO STRUCTURAL DETAIL 12/R1.S5.42, <br />WHICH INCLUDES SLOPED CONCRETE TOPPING. AT LEVEL 15, WHERE <br />THE RAMP ELEVATION CHANGE EXCEEDS 6 INCHES, REFER TO DETAIL <br />10/R1.S5.43 FOR A 6-INCH CONCRETE TOPPING ON THE RAMP WITH <br />STRUCTURAL FOAM INFILL. <br />1-1/2" DIA. WALL MOUNTED <br />PAINTED STEEL HANDRAIL <br />________________11 <br />R1.A6.200 <br />PER SLAB PLAN <br />I <br />SCALE:1" = 1'-0" <br />HANDRAIL AND GUARDRAIL @ LANDING02 <br />SCALE:1" = 1'-0" <br />TOP HANDRAIL / GUARDRAIL03 <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.A6.201 <br />STAIR DETAILS <br />07.3757.400 <br />3rd & Broadway Residential <br />Tower Core & Shell <br />301 N. Broadway, Santa Ana, CA <br />SCALE:3/4" = 1'-0" <br />TYPICAL RAMP SECTION05 <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 />H <br />H <br />1/7/25