Loading...
HomeMy WebLinkAboutA451-STAIR-S1-PLANS-&-SECTIONS-Rev.2UP UP UP UP UP DN SHEET PROJECT INFO SEAL REVISIONS DRAWING TITLE PROJECT CLIENT ARCHITECT 17105 NOVEMBER 15, 2017 CONSTRUCTION ISSUE MERCHANTS CORPORATE CENTER CARMEL, IN D I L L O N CONSTRUCTION G R O U P CONSTRUCTION MANAGER # REVISION DATE A451 STAIR S1 PLANS & SECTIONS SCALE: 01 FLOOR PLAN S1 FIRST 1/4" = 1'-0" SCALE: 02 FLOOR PLAN S1 MEZZ. 1/4" = 1'-0" SCALE: 03 FLOOR PLAN S1 SECOND 1/4" = 1'-0" SCALE: 04 FLOOR PLAN S1 THIRD 1/4" = 1'-0" SCALE: 05 FLOOR PLAN S1 FOURTH 1/4" = 1'-0" SCALE: 06 FLOOR PLAN S1 FIFTH 1/4" = 1'-0" SCALE: 07 SECTION S1 STAIR 1/4" = 1'-0" 7 A451 7 A451 7 A451 7 A451 7 A451 7 A451 INSULATED MTL. ROOF ACCESS HATCH REF. STRUCTURAL DWGS. FOR HATCH FRAME INFO. 5"x2"x 3 16" ALUM. CHANNEL STRINGER FIRST FLOOR 0'-0" A.F.F. SECOND FLOOR 22'-0" A.F.F. THIRD FLOOR 36'-0" A.F.F. FOURTH FLOOR 50'-0" A.F.F. FIFTH FLOOR 64'-0" A.F.F. T/O STEEL- LOW 78'-0" A.F.F. T/O STEEL- HIGH 79'-6" A.F.F. MEZZANINE 12'-0" A.F.F. 22 EQ. RISERS IN 12'-0" 18 EQ. RISERS IN 10'-0" 24 EQ. RISERS IN 14'-0" 24 EQ. RISERS IN 14'-0" 24 EQ. RISERS IN 14'-0" 4'-4" 10 EQ. TREADS IN 9'-2" 5'-9 7 8" MIN. 3'-8" CLEAR BETWEEN HANDRAILS 2" 1'-4" 4'-0" 2" 4'-0" 9'-8" INSIDE SHAFT DIMENSION- FINISH TO FINISH MIN. 3'-8" CLEAR BETWEEN HANDRAILS 4'-4" 8 EQ. TREADS IN 7'-4" 7'-7 7 8" 2" 1'-4" 4'-0" 2" 4'-0" 19'-37 8" INSIDE SHAFT DIMENSION- FINISH TO FINISH 9'-8" INSIDE SHAFT DIMENSION- FINISH TO FINISH 19'-37 8" INSIDE SHAFT DIMENSION- FINISH TO FINISH MIN. 3'-8" CLEAR BETWEEN HANDRAILS 4'-4" 11 EQ. TREADS IN 10-1" 4'-10 7 8" 2" 1'-4" 2" 4'-0" 9'-8" INSIDE SHAFT DIMENSION- FINISH TO FINISH 19'-37 8" INSIDE SHAFT DIMENSION- FINISH TO FINISH 4'-4" 11 EQ. TREADS IN 10-1" 4'-10 7 8" 2" 1'-4" 2" 4'-0" 9'-8" INSIDE SHAFT DIMENSION- FINISH TO FINISH 19'-37 8" INSIDE SHAFT DIMENSION- FINISH TO FINISH 4'-4" 11 EQ. TREADS IN 10-1" 4'-10 7 8" 2" 1'-4" 2" 4'-0" 9'-8" INSIDE SHAFT DIMENSION- FINISH TO FINISH 19'-37 8" INSIDE SHAFT DIMENSION- FINISH TO FINISH 4'-4" 11 EQ. TREADS IN 10-1" 4'-10 7 8" 2" 1'-4" 2" 4'-0" 9'-8" INSIDE SHAFT DIMENSION- FINISH TO FINISH 19'-37 8" INSIDE SHAFT DIMENSION- FINISH TO FINISH MIN. 3'-8" CLEAR BETWEEN HANDRAIL & CHANNEL LANDING SUPPORT MIN. 3'-8" CLEAR BETWEEN HANDRAIL & CHANNEL LANDING SUPPORT MIN. 3'-8" CLEAR BETWEEN HANDRAIL & CHANNEL LANDING SUPPORT MIN. 3'-8" CLEAR BETWEEN HANDRAIL & CHANNEL LANDING SUPPORT MIN. 3'-8" CLEAR BETWEEN HANDRAIL & CHANNEL LANDING SUPPORT MIN. 3'-8" CLEAR BETWEEN HANDRAIL & CHANNEL LANDING SUPPORT W1F2 W1F2 W3D W3D W1F2 W1F2 W3D W3D W1F2 W1F2 W3D W3D W1F2 W1F2 W3D W3D W1F2 W1F2 W3D W3D W1F2 W1F2 W3D W1F2 W1F2 W3D W3D W1F2 W1F2 W1F2 W1F2 W3D W3D W1F2 W1F2 W3D W1F2 W1F2 W3D W3D W1F2 W1F2 W6D W3D W3D W3D W3D W6D 1 2"Ø STL. PICKETS @ 4" O.C. MAX. PRIME AND PAINT. (PICKETS NOT SHOWN FOR CLARITY); TYP. U.N.O., ALL HANDRAILS SHALL BE PAINTED 1.5" O.D. STEEL PIPE. HANDRAILS ATTACHED TO WALL SHALL HAVE SUPPORTS SPACED AT 5'-0" MAX., PROVIDE APPROPRIATE BLOCKING AT ALL ANCHORING POINTS OF HANDRAILS ATTACHING TO WALL. HANDRAILS ATTACHING TO GUARDRAILS SHALL ATTACH AT ALL VERTICAL SUPPORTS OF THE GUARDRAIL. ALUM TREADS EQ. SPACED @ 6 1 2" MIN. AND 12" MAX. 1 1 2" O.C. SCH. 40 ALUM. PIPE RAIL 1 4"x2"x3" FLOOR BRACKET 05/01/18 Nick Mishler