S-115_AM 6.pdf
PDF 357 KB Posted
- Solicitation number
- W912DS25RA002
About this file
This document is a structural engineering drawing set for Building 606, specifically focusing on framing plans for an East Stair 1 across multiple floors. The drawings provide detailed architectural and structural specifications for first through fourth floor framing, including various structural elements such as HSS (Hollow Structural Section) tubes, W-series beams (W14x22, W8x18, W12x14), and CMU wall details. The plans include precise measurements, steel section specifications, and framing configurations for stair and floor structures, with typical details showing light gauge stud placements, welded connections, continuous plates, and reinforcement methods like welded headed studs and wire mesh reinforcement. Specific technical notes reference additional coordination with architectural plans and provide guidance on stud spacing, track installation, and structural connections.
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Text version
A4.4 A4.6 A5 A5.1
AB
AC
NEW
STAIR
ST1
EX
ST
I7
EX
ST
I23
.5
EXST20I59 EXST24I84
W10x49
D
EX
ST
I28
.5
C9 S-311
NOTE: SEE FRAMING PLAN NOTES ON S-107 FOR INFO.
C7 S-311
W x3
V .I.
F
5'
/8
6"
V.I.F.
7' - 3 3/8" ±
5/8" 6"
D
W10x33 W10x33
0" 0"
HSS4x4x1/4 POST
W x2 2 W10x22
W10x22
D
C5 S-311
C3 S-311
6"
V.I.F.
6' - 2" ±
HSS6x4x3/8
BELOW
HSS6x4x3/8
BELOW
ALIGN w/ STAIR
STRINGER (TYP.)
W x3
W10x49
W10x22
W10x22
2' - 0"
M1
M1
M1
A7 S-312
TYP.
A1 S-319
TYP.
A4.6 A5 A5.1
AB
AC
EX
ST
I28
.5
W14x22
EX
ST
I7
EXST15I37.5
INFILL EXST
FLOOR OPENING
w/ CONC. & METAL
DECK
HSS4x4x1/4 UP
STUB POST
/2
EXST15I37.5
D
W x2
NOTE: SEE FRAMING PLAN NOTES ON S-101 FOR INFO.
EX
ST
I23
.5 W x1
V.I.F.
1' - 2" ± 6"
A1 S-313
D1
NEW
STAIR
ST1
CMU WALL
(BELOW)
W 8x
6"
W8x18
6" W
8x
W8x18
D1
D1D1
(-38") (-38")
(-38")
( -38" )
6"
( -38" )( - 1/
2"
( -1/2" )
1/
2"
E6 S-312
TYP.
W8x18
D5 S-314
D8 S-314
( -38" )
D2 S-314
V.
I.F
4'
/4
6"
HSS6x4x3/8 UP
TO UNDERSIDE
OF BEAM ABOVE.
ALIGN w/ STAIR
STRINGER (TYP.)
HSS6x4x3/8 UP
TO UNDERSIDE
OF BEAM ABOVE
SEE A3/S-312
FOR DETAIL
TO SECURE
TOP OF CMU
WALL BELOW
A7 S-312
TYP.
A4.6 A5 A5.1
AB
AC
INFILL EXST
FLOOR OPENING
EX
ST
I48
.5
EX
ST
I2
EXST15I37.5EXST15I37.5
W14x22
D
EX
ST
I28
.5
A3 S-313
NOTE: SEE FRAMING PLAN NOTES ON S-103 FOR INFO.
W x1
V.I.F.
1' - 2" ± 6"
A1 S-313
D1
NEW
STAIR
ST1
F3 S-314F3
S-314
OPH
E6 S-312
V .I.
F
5'
/8
6"
HSS6x4x3/8 UP
TO UNDERSIDE
OF BEAM ABOVE
HSS6x4x3/8 UP
TO UNDERSIDE
OF BEAM ABOVE
ALIGN w/ STAIR
STRINGER (TYP.)
A7 S-312
TYP.
A4.6 A5 A5.1
AB
AC
W14x22
EX
ST
I48
.5
EXST15I38EXST15I37.5
D
EX
ST
I23
.5
A3 S-313
NEW
STAIR
ST1
W x2
6"
V.I.F.
1' - 7" ±
F3 S-314
E6 S-312
V .I.
F
5'
/8
6"
9" 1' - 4" ± HSS6x4x3/8 UP
TO UNDERSIDE
OF BEAM ABOVE
HSS6x4x3/8 UP
TO UNDERSIDE
OF BEAM ABOVE
ALIGN w/ STAIR
STRINGER (TYP.)
A7 S-312
TYP.
W.W.F.
#4 x 4'-0" BAR w/ 180°
HOOK @ 12" OC
6"x1 5/8"x16
ga. STUDS @ 16" OC w/
CONT.
TRACK T & B
LIGHT GAUGE CLIP
w/ VSH @ EA. STUD
6"x1 5/8"x16 ga. STUDS
@ 16" OC
SEE PLAN
CONT. 1/4" BENT PLATE
w/ 3/4"Ø x 6" WELDED
HEADED STUD @ 12" OC
SEE PLAN
W.W.F.
#4 BAR w/ 180° HOOK
EA. END @ 12" OC
6"x1 5/8"x16 ga.
STUDS
@ 16" OC w/ CONT.
TRACK T & B
LIGHT GAUGE CLIP
w/ VSH @ EA. STUD
6"x1 5/8"x16 ga. STUDS
@ 16" OC
SEE PLAN
CONT. 1/4" BENT PLATE
w/ 3/4"Ø x 6" WELDED
HEADED STUD @ 12" OC
SEE PLAN
3-12
TYP.
#4 CONT. EA. END
EOS
1' - 4"
CONT. LIGHT GAUGE
CLOSURE PLATE
8 3/8" 6"
CONT. 1/4" BENT
PLATE
LIGHT GAUGE CLIP
w/ VSH @ EA. STUD
6"x1 5/8"x16 ga. STUDS
@ 16" OC
SEE PLAN
BEAM
SEE PLAN (TYP.)
CONT. 1/4" BENT
PLATE CLOSURE
BOTH SIDES
SEE PLAN
6"x1 5/8"x16 ga. STUDS
@ 16" OC
1" G
A P
W.W.F.
TYP.
SEE PLAN
BEAM
SEE PLAN (TYP.)
CONT. 1/4" BENT
PLATE CLOSURE
BOTH SIDES
SEE PLAN
6"x1 5/8"x16 ga. STUDS @ 16" OC w/ CONT. TRACK T & B.
COORD. EXTENTS w/ ARCH. (TYP.)
W.W.F.
TYP.
BA.2
EOS
10"
7 1/4"
NOTE:
SEE C2/S-315 FOR CEILING
FRAMING NOT SHOWN.
W.W.F.
#4 x 4'-0" BAR w/ 180°
HOOK @ 12" OC
6"x1 5/8"x16 ga. STUDS @ 16" OC w/ CONT.
TRACK T & B. COORD.
EXTENTS w/ ARCH. (TYP.)
SEE PLAN
CONT. 1/4" BENT PLATE
w/ 3/4"Ø x 6" WELDED
HEADED STUD @ 12" OC
SEE PLAN
BF.7
EOS
1' - 4"
NOTE:
SEE A5/S-319 FOR CEILING
FRAMING NOT SHOWN.
MIN. (3) 6"x1 5/8"x16 GA.
STUDS w/ 16 GA. TRACK T & B.
COORD. EXTENTS w/ ARCH.
PROVIDE DEFLECTION CLIP
AT TOP SIM. TO F1/S-115.
EXST GRANITE
1/2"Ø EPOXY
ANCHORS @ 48" OC
EMBED. 6" (TYP.)
FIELD WELD STUDS
PER C3/S-310
US Army Corps of Engineers ®
SHEET ID
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File Path:
Plot Date:
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Autodesk Docs://West Point Bldg 606/219208-WP606-S20.rvt
10/10/2025 10:05:02 AM
S-115
BLDG 606
M
IS
C E
L L A
N E
O U
S F
R A
M
IN
G P
L A
N S
U N
IT
E
D S
T A
T E
S M
IL
IT
A R
Y A
C A
D E
M Y
W
E S
T P
O
IN
T N
Y P
N
F
Y
N E
W Y
O R
K D
IS
T
R
IC
T N
E W
Y O
R K
N
Y
M M
F
T
H C
H
Q P
K
M M
M
A Y
W D
S C
Q P
K J
O B
N O
.0
ADDENDUM #6
R E
P A
IR
B
L D
G
G
E N
E R
A L I N
S T
R U
C T
IO
N
B L D
G
SCALE: 1/4" = 1'-0"
A7
PARTIAL FOURTH FLOOR FRAMING PLAN-EAST STAIR 1
SCALE: 1/4" = 1'-0"
E4
PARTIAL FIRST FLOOR FRAMING PLAN-EAST STAIR 1
SCALE: 1/4" = 1'-0"
E8
PARTIAL SECOND FLOOR FRAMING PLAN-EAST STAIR 1
SCALE: 1/4" = 1'-0"
A4
PARTIAL THIRD FLOOR FRAMING PLAN-EAST STAIR 1
A
D D
E N
D U
M
/1
/2
NO SCALE SCALE:
F1
FRAMING DETAIL
NO SCALE SCALE:
D1
FRAMING DETAIL
NO SCALE SCALE:
F2
FRAMING DETAIL
NO SCALE SCALE:
C1
FRAMING DETAIL
NO SCALE SCALE:
A1
FRAMING DETAIL
NO SCALE SCALE:
A2
CFMF DETAIL
1 1
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