S-112.pdf
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- Solicitation number
- W912DS25RA002
About this file
This document is a structural engineering drawing set for Building 606, specifically showing partial floor framing plans for an East Elevation across multiple floors (first through fourth) and an elevator machine room and penthouse roof framing plan. The drawings, prepared by the US Army Corps of Engineers, detail structural steel beam and column layouts, including existing (EXST) and new structural elements such as W-series beams (W10x22, W14x22), HSS posts, and C-series stringers. The plans include precise dimensional annotations, grid references, and notes directing readers to additional plan information on specific sheet references. The file appears to be part of a construction or renovation project for a military facility, with a plot date of 8/29/2025 and located at West Point.
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Text version
A1.1
BB.9
6" 11' - 4 1/8" 6"
EQ EQ
W10x22
W x2
W x2
W10x22
W10x22
4'
4"
/8
/8
6"
D2 D2
D2 D2
1/ 2"
3"
3"
0"
W x2
W x2
SLOPED & SKEWED
SLOPED
SLOPED
LB
-4
6"
6" x 1 5/8" x 16 ga.
CFM C-STUDS
@ 16" OC (TYP.)
MOMENT FRAME
M-4 M-3
W x2
0"
W x2
1/ 2"
C9 S-324
C5 S-324
C7 S-324
C3 S-324
C1 S-324
BC.5
5/ 8"
M-3
M -4
M -4
M-3
HSS4x4x1/4 POST
1. TOP OF ELEVATOR PENTHOUSE ROOF STEEL ELEVATION = 232'-3" UNLESS
NOTED (+/-) THEREFROM.
2. ROOF CONSTRUCTION:
- DENOTES 2 1/2" LIGHTWEIGHT CONCRETE OVER 1 1/2" x 22 ga.
COMPOSITE METAL DECK (GALV.) TOTAL SLAB THICKNESS = 4".
REINF. w/ 6x6-W2.9xW2.9 W.W.F.
3. COORDINATE WITH ARCHITECTURAL / MEP DRAWINGS FOR SIZE &
LOCATIONS OF ROOF OPENINGS.
4. M-# - DENOTES MOMENT CONNECTION LOCATIONS. REFER TO
A7/S-311 FOR MOMENT CONNECTION DETAILS.
5. LB-# - DENOTES LATERAL BRACE LOCATIONS. REFER TO S-201 & S-202 FOR
LATERAL BRACE ELEVATIONS.
ELEVATOR PENTHOUSE ROOF FRAMING PLAN NOTES:
D2
A1.1
BB.9
W 8x
H
O
IS
T
BE
AM
8" CMU
WALLS
BELOW
(TYP.)
GG
6" 4'
/8
1'
/8
1'
/8
/8
6"
6" 2' - 2" 8' - 0 1/2" 1' - 1 5/8"
6"
LB
-4
BC.5
5/ 8"
W
T7 X1
W
T6 x1
7.
W10x22
W x2
W x2
W10x22
W10x22
W x2
5' - 8 1/16" 5' - 8 1/16"
EQ EQ
HSS4x4x1/4 POST
D1D1
D1
W x2
D1
D1
HSS4x4x1/4 POST
HSS4x4x1/4 POST
F8 S-326
F5 S-326
F3 S-326
F1 S-326
TO ROOF
TO ROOF
4'
4"
11' - 4 1/8"
D8 S-326
1. TOP OF ELEVATOR CMU WALLS
ELEVATION = 222'-5".
2. TOP OF ELEV. MACHINE ROOM STEEL
ELEVATION = 222'-5". TOP OF HOIST BEAM
ELEVATION = 222'-10"
3. FLOOR CONSTRUCTION:
- DENOTES 4 1/2" NORMAL
WEIGHT CONCRETE ON 2" x 20 ga.
COMPOSITE METAL DECK (GALV.). TOTAL
SLAB THICKNESS = 6 1/2". REINFORCED
WITH 6X6-W2.9xW2.9 W.W.F.
T/ SLAB ELEVATION = 222'-11 1/2"
- DENOTES 1 1/2" METAL GRATING.
T/ GRATING ELEVATION = 222'-11 1/2"
4. LB-# - DENOTES LATERAL BRACE
LOCATIONS. REFER TO S-201 FOR
LATERAL BRACE ELEVATIONS.
ELEVATOR MACHINE ROOM
FRAMING PLAN NOTES:
G
D1
A1 A1.3 A1.5 A1.9 A2
CL1
AD
A1.1
BB.9
NEW
ELEV.
M L
W x2
2 MECH.
SHAFT
D1
D
1 EX
ST
I5
W10x22
EXST9I21
EXST9I21 EXST9I21
EXST9I21EXST9I21
EXST9I21
E8 S-312
TYP.
EXST9I21
( -1/2" )
1/
2"
EXSTC8X11.25
E6 S-304
E4 S-304
E1 S-304
A2 S-203
A9 S-203
A6 S-203
A4 S-203
EXSTC8X11.25
EXSTC8X11.25
A6 S-304
A4 S-304
D1
D1
6'
D
NEW HSS4x4x1/4
POST BELOW
NEW HSS4x4x1/4
POST BELOW
W10x22 ( -1/2" )
E8 S-312
EX
ST
W 8x
EX
ST
W
8x
EXSTW8x10
EXSTW8x10
EX
ST
I5
EX
ST
I5
EX
ST
I28
.5
2' - 2" 8' - 0 1/2"
1'
/8
1'
NOTE: REFER TO PLAN NOTES ON A1/S-101 FOR ADD'L INFO.
6' - 2 3/4" 6"
10' - 1" 8 3/4"
1'
/8
6" 1'
/8
1' - 2" ± 5' - 11" ± 8' - 3" ± 13' - 7" ± 1' - 3" ±
BC.5
3/
8"
3'
B2 S-318
F9 S-319
F7 S-319
F5 S-319
F3 S-319
L4 x4 x1 /4
F7 S-319
SIM
F1 S-319
E9 S-319
E9 S-319
F7 S-319
F9 S-319
E7 S-319
C8 S-312
A1 A1.3 A1.5 A1.9
CL1
AD
A1.1
BB.9
W x2
W x2
W x2
D1
W14x48
W x2
EXST15I54
EX
ST
GI
MECH.
SHAFT
NEW
ELEV.
EXST15I37.5
EXST15I38
D1
D
M L
W10x22
( -1/2" )
1/
2"
C3 S-312
C3 S-312
A2 S-203
A9 S-203
A6 S-203
A4 S-203
D
( -1/2" )
NOTE: REFER TO PLAN NOTES ON A1/S-103 FOR ADD'L INFO.
2' - 2" 8' - 0 1/2" 6' - 2 3/4" 6" 10' - 1" 8 3/4"
3/
8"
1'
5/
8"
1'
5/
8"
3/
8"
3/
4"
6" 3'
5/ 8"
D
1' - 2" ±
5' - 11" ± 8' - 3" ± 13' - 7" ±
BC.5
E9 S-319
E9 S-319
E8 S-312
F7 S-319
F9 S-319
TYP.
F7 S-319
F1 S-319
F1 S-319
O.H.
F3 S-319
F3 S-319
A3 S-320
A1 A1.3 A1.5 A1.9 A2
AD
A1.1
BB.9
W10x22
D1
W x2
W x2
/2
W x2
W x2
W x2
/2
0"
W x2
EXST15I38
EX
ST
GI
EXSTW14x26
MECH.
SHAFT
NEW
ELEV.
D1
D
/2
M L
W14x53 ( +42 1/2" ±)
STAIR
W10x22 ( +42 1/2" ±)
A2 S-203
A9 S-203
A6 S-203
A4 S-203 D1
S-317
W x2
NOTE: REFER TO PLAN NOTES ON A1/S-105 FOR ADD'L INFO.
1' - 2" ±
5' - 11" ± 8' - 3" ± 13' - 7" ±
1' - 3" ±
2' - 2" 8' - 0 1/2" 6' - 2 3/4" 6" 10' - 1" 8 3/4"
3/
8"
3/
4"
6" 3'
5/ 8"
3/
8"
1'
5/
8"
1'
5/
8"
BC.5
D
E8 S-312
A3 S-320
E9 S-319
E9 S-319
F7 S-319
F9 S-319
TYP.
E9 S-319
F3 S-319
C9 S-319
E5 S-319
A1 A1.3 A1.5 A1.9
AD
A1.1
BB.9
BC.5
D1
W x2
EXST15I38
W x2
/2
W x2
EXST15I38
EX
ST
I5
EX
ST
I7
MECH.
SHAFT
NEW
ELEV.
D1
D
)M L
M L
W10x22 ( +87" ±)
STAIR
W10x22 ( +87" ±)
A2 S-203
A9 S-203
A6 S-203
A4 S-203
3/
8"
EXST15I38
W10x22 ( +87" ±) ( +87" ±)W10x22
1' - 2" ±
5' - 11" ± 8' - 3" ± 13' - 7" ±
2' - 2" 8' - 0 1/2" 6' - 2 3/4" 6" 10' - 1" 8 3/4"
3/
8" 1'
5/ 8"
1'
5/
8"
3/
8"
3/
4"
6" 3'
5/ 8"
A6 S-317C10x15.3 STRINGER
C10x15.3 STRINGER
NOTE: REFER TO PLAN NOTES ON A1/S-107 FOR ADD'L INFO.
E7 S-317
E9 S-319
E9 S-319
E9 S-319
D1
F7 S-319
A9 S-319
A7 S-319
E1 S-312
V.I.F.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
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D R
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File Path:
Plot Date:
M A
R K
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Autodesk Docs://West Point Bldg 606/219208-WP606-S20.rvt
8/29/2025 8:26:51 AM
S-112
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 #2
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"
A8
ELEVATOR PENTHOUSE ROOF FRAMING PLAN
SCALE: 1/4" = 1'-0"
E8
ELEV. MACHINE ROOM FRAMING PLAN
SCALE: 1/4" = 1'-0"
D1
PARTIAL FIRST FLOOR FRAMING PLAN-EAST ELEV.
SCALE: 1/4" = 1'-0"
D5
PARTIAL SECOND FLOOR FRAMING PLAN-EAST ELEV.
SCALE: 1/4" = 1'-0"
A1
PARTIAL THIRD FLOOR FRAMING PLAN-EAST ELEV.
SCALE: 1/4" = 1'-0"
A5
PARTIAL FOURTH FLOOR FRAMING PLAN-EAST ELEV
A
D D
E N
D U
M
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