S-501_-_R0003.pdf
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Revised tech spec Section S-501
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SEE ARCH. SHEETS
FOR RAIL DETAILS
A
S-501
B
S-501 SEE ARCH. SHEETS
FOR RAIL DETAILS
0' - 6"
#4 REBAR @ 12" O.C.,
EACH WAY
0' - 8"
1'
6"
2'
2"
0' - 8"
SEE ARCH. SHEETS
FOR RAIL DETAILS
SEE STAIR SCHEDULE
FOR DETAILS
4" CONC. SLAB
SEE ARCH & CIVIL FOR ELEV.
SEE CIVIL FOR ELEV.
SLOPE
1' - 1"
BROOM FINISH TREAD
3" CAST ALUMINUM
NOSING
0'
1/
4" 0'
3/ 4"
0' - 1"
1'
0" 0'
6"
COMPACTED FILL
NO. 4 REBAR
@ 12" O.C., E.W.
SEE ARCH. SHEETS
FOR RAIL DETAILS
EXISTING
FOUNDATION
WALL
4" RAMP SLAB
EXP. JOINT, SEE CIVIL
EXP. JOINT, SEE CIVIL
STAIR A - BUILDING WALL
ELEV. VARIES
SEE ARCH & CIVIL
STAIR SCHEDULE
STAIR
MARK
TOTAL
WIDTH
TREAD
DEPTH
RISER
HEIGHT
NUMBER OF
RISERS
A
B
4'-6"
DETAIL C DETAIL C 7
7DETAIL C DETAIL C
NOTES:
1. SEE SHEET A-104 FOR STAIR LOCATIONS/MARKS
2. CONTRACTOR SHALL VERIFY ALL ELEVATION/RISER HEIGHTS
SHEET
IDENTIFICATION
D R
A W N
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C:\Users\G6EDXKIS\Documents\FY15_PN442995_DLAWR_Structural_G6EDXKIS.rvt
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3/4" = 1'-0"S-501
1 STAIR PLAN
1" = 1'-0"S-501
A SECTION A
6" = 1'-0"S-501
C TYPICAL RISER DETAIL
1" = 1'-0"S-501
B SECTION B
3"3"
SCALE: 6"=1'-0"
0"2" 1"
6" 1' 2'1'
SCALE: 1"=1'-0"
0"
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/2 0/
2'2'
SCALE: 3/4"=1'-0"
0"1' 6"
G3ENDRDN
Text Box R0003
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