SLIDE 17 7" 3'-6" 112" 1-1/2" STEEL PIPE GUARDRAIL PAINTED WITH BLACK TO MATCH EXISTING (TYP.) 1 12" STEEL PIPE POST MEMBER PAINTED WITH BLACK TO MATCH EXISTING (TYP.) 2" CONCRETE CURB W/ 2" PIPE SLEEVE, SCHEDULE 80 2-3/8" O.D. 8" 2'-10" 312", TYP. 2" 63 8" 2" 2" SEAL JT. (TYP.) 1-1/2" STEEL PIPE HANDRAIL PAINTED WITH BLACK TO MATCH EXISTING (TYP.)
1'-10" 5'-1" 3'-6" 4 . 7 6 °
EXISTING WINDOWS TO REMAIN, TYP.
3'-11", TYP. 8", TYP. 2'-10"
EXISTING STUCCO BASE TO REMAIN, TYP. 1-1/2" STEEL PIPE HANDRAIL PAINTED WITH BLACK TO MATCH EXISTING,TYP.
10", TYP.
PROPOSED W12X58, REF STRUCT., W/ 2" FIRE PROOFING (TYP.) PROPOSED W24X62, REF STRUCT., W/ 2" FIRE PROOFING (TYP.)
3'-3" 1'-10" 3'-6" 5'-1" 6'-9" 4.75° 3'-3" 7'-2" 4'-11" 4'-11" 4'-11"
FALL PROTECTION, BEYOND @ 30" A.F.F., TYP.
8", TYP. 3'-6"
EXISTING WINDOWS TO REMAIN, TYP. EXISTING STUCCO BASE TO REMAIN, TYP.
10", TYP. 3'-3" 1'-10" 3'-6" 5'-1"
1-1/2" STEEL PIPE GUARDRAIL POST PAINTED WITH BLACK TO MATCH EXISTING,TYP.
6'-9" 3'-6" 4.76° 5 '
2
" 5 '
2
" 5'-0
1 2
" 3'-3" 7'-2" 10", TYP. 7'-2" 2"
FALL PROTECTION BEYOND, @ 30" A.F.F., TYP.
8", TYP.
EXISTING WINDOWS TO REMAIN, TYP. EXISTING STUCCO BASE TO REMAIN, TYP.
318" 112"
14"
2'-10"
PAINTED BLACK TO MATCH EXISTING (TYP.) 3/8" STL. ROD, WELDED AND GRND. SMOOTH TO HANDRAIL WELD PL., PAINTED BLACK TO MATCH EXISTING (TYP.) 2" X 1/4" EPOXY ANCHOR 1 1/2" PIPE HANDRAIL, PAINTED BLACK TO MATCH EXISTING EXISTING MASONRY WALL TO REMAIN 3'-6" 8'-7" 3'-0" 3'-3"
12.00' FLOOD RESISTANT CONSTRUCTION ELEVATION (FRCE) 11.00' BASE FLOOD ELEVATION 12.95' EXISTING INNER COURTYARD
3'-0"
PROPOSED W12X58, REF STRUCT., W/ 2" FIRE PROOFING PROPOSED W24X62, REF STRUCT., W/ 2" FIRE PROOFING
10", TYP.
WESTBETH ARTISTS’ HOUSING 463 WEST STREET NEW YORK, NY. 10014
PROPOSED RAMP SECTIONS AND DETAIL
SCOPE: PROVIDE ADA CONCRETE RAMP AT WEST STREET PASSAGEWAY ENTRANCE FROM BOTTOM OF CONCRETE STAIR UP TO EXISTING COURTYARD. NEW REINFORCED CONCRETE RAMP MATERIAL TO MATCH EXISTING CONCRETE
- STAIRS. PROVIDE SECTION 504 UNITED
FEDERAL ACCESSIBLY STANDARDS COMPLIANT HANDRAILS AND FALL PROTECTION. 4 - LONGITUDINAL SECTION DETAIL 1:12 RAMP 1 - TRANSVERSE SECTION 5 - LONGITUDINAL SECTION DETAIL 1:12 RAMP 6 - LONGITUDINAL SECTION DETAIL 1:12 RAMP 3 - DETAIL - FALL PROTECTION AND HANDRAIL
ARCHITECT: PEREZ ARCHITECTURE 86 34TH STREET, SUITE D-601 BROOKLYN, NY 11232 PRESERVATION CONSULTANT: AYON STUDIO 41 UNION SQUARE WEST SUITE 516 NEW YORK, NY 10003
3 17 2 - DETAIL - HANDRAIL 2 17
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