S-109_AM 6.pdf
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- Solicitation number
- W912DS25RA002
About this file
This document is a structural engineering drawing for the Fifth Floor Framing Plan-West of Building 606 at West Point, showing detailed framing and slab construction specifications. The plan includes precise dimensional measurements, steel beam and column locations (such as C12x30 and EXST W12x14 members), existing concrete slab elevations, and reinforcement details. Key technical notes specify floor construction requirements, including a 4 1/2" normal weight concrete slab on 2" composite metal deck, total slab thickness of 6 1/2", and reinforcement with 6x6-W2.9xW2.9 welded wire fabric. The drawing also provides instructions for coordinate coordination with architectural and MEP drawings, fireproofing requirements, and structural remediation considerations, with a focus on maintaining existing structural integrity while implementing new framing elements.
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Text version
C1 C2 C3 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11
B11
A1
A1.3
W22
BA
W20
BB
CL2
BC
W18
BD
W19
W21
BE
BF
BG
BH
B8.2 B9.3 B9.8
AB
AC
CL1
AD
AE
B12
BE.3
BF.7
A1.1
BB.9
BA.2
W x3
3'
5"
/8
/8
1' - 8" ± 15' - 6" ±
1' - 11" 1' - 2" ±
5' - 11" ±
1' - 8" ±
5' - 10 1/8" 5' - 10 1/8" 3' - 9 3/4"
3/
8"
6"
/8
2'
1/
2"
D1W x2
W x2
D1
D1 D1
D1 D1
D1
D1
D1 D1
W16x26 W16x36
D1
D1
W x2
W x2
W14x22
W16x26
W10x22W x2
W x2
W x2
W16x26
W x2
W16x26
W x2
W x2
W x2
W x2
W x2
W16x36
W x2
ELEV.
OPEN
EX
ST
0" x2 0"
EX
ST
2" x2 0"
EX
ST
2" x2 0"
EX
ST
2" x2 0"
EX
ST
2" x2 0"
R E
IN
F
O R
C E
P E
R D
E T
A
IL
D 9/
S -3
R E
IN
F
O R
C E
P E
R D
E T
A
IL
D 9/
S -3
R E
IN
F
O R
C E
P E
R D
E T
A
IL
D 9/
S -3
R E
IN
F
O R
C E
P E
R D
E T
A
IL
D 9/
S -3
EX
ST
4" x2 4"
EXST 11 1/2"x22"
EX
ST
W x1 1.
EXST 8 1/2"x24" EXST 8 1/2"x24"
EX
ST
1/ 2" x2 4"
EX
ST
"x
EXST 8"x24"EXST 9 1/2"x18"
EX
ST
/2 "x
EXST 9 1/2"x18"
D1
D
IN-FILL EXST
FLOOR OPENING
PROVIDE
L6x4x5/16 LLV
ANCHORED TO
EXST CONC.
ALL AROUND
INTERIOR
PERIMETER (TYP.
EA. IN-FILL AREA)
IN-FILL EXST
FLOOR OPENING
W14x22
EXST SLAB EL.
208'-6"± (V.I.F.)
M L
W10x22 W10x22
EXST 10"x20" EXST 9 1/2"x16"
EX
ST
1/ 2" x1 8"
EX
ST
1/ 2" x1 8"
EX
ST
/2 "x
EX
ST
/2 "x
BB.1
6"
EXST PLAZA DECK
17' - 1" ± 17' - 1" ±
2' - 4 1/2" ±
13' - 5 1/2" ± 13' - 11" ± 13' - 11" ± 13' - 11" ± 15' - 2" ± 15' - 6 1/2" ± 12' - 1" ± 12' - 5" ± 17' - 3" ± 12' - 7" ±
1"
8'
/2
9'
1/
2"
1"
1/ 2"
( +1/2" ±) ( +1/2" ±)
( +1/2" ±)
B11.1
W16x36
W x2
LB
-1
A B
O V
E
LB-2 ABOVE
LB
-3
A B
O V
E
EX
ST
0" x2 2"
EXST 8"x20"EXST 8"x20"
EXST 8"x20" EXST 8"x20"
EX
ST
"x
EX
ST
0" x2 2"
EX
ST
0" x2 2"
EX
ST
0" x2 2"
EX
ST
"x
EXST 8"x20"EXST 8"x20"
EX
ST
0" x2 2"
EX
ST
0" x2 2"
EXST 8"x20" EXST 8"x20"
EX
ST
"x
EX
ST
0" x2 2"
EX
ST
0" x2 2"
EX
ST
"x
EXST 8"x20"EXST 8"x20"
W x2
STAIR
(3) C8x11.5
STRINGERS
DN TO EXST
4TH FLR
D9 S-311
EX
ST
2" x2 0"
EX
ST
2" x2 0"
EX
ST
2" x2 0"
EX
ST
2" x2 0"
EXST 12"x37"
EXSTW12x14
EXSTW12x14
D9 S-311
D9 S-311
D9 S-311
A5 S-312
A5 S-312
A5 S-312
F9 S-318
B2 S-314
B2 S-314
B2 S-314
B2 S-314
10 10
10 10 13
13 13 13 13
D
IN-FILL EXST
FLOOR OPENING
W10x22
E Q
E
QF3
S-312
F3 S-312
F5 S-312
C x3
C x3
C x3
C x3
C x3
C x3
C x3
C x3
GIRT (+1/2"±)
HSS8X3X1/4
EXSTW12x14
EXSTW12x14
M-2
17k 21k k k
31k 27k
20k 19k k k k k
17k 16k11 k k k 12 k k
14k k
A2 S-203
A9 S-203
A6 S-203
A4 S-203
C6 S-313
C3 S-313
E1 S-312
TYP.
EA. E
ND
F3 S-312
F5 S-312
F5 S-312
C1 S-313
F4 S-314
BA.1
2"
A1 S-312
A5 S-113
D3 S-311
D5 S-311
7"
F1 S-312
F1 S-312
E4 S-312
E4 S-312
EA. E
ND
EA. E
ND
3'
1/
2"
3'
1/
2"
6" 6"
8"W x 1'-3 1/2"H
CMU CURB
EXST 12"x37"
EXST 10"x20"
B1 S-314
C7 S-315
C7 S-315
C7 S-315
A9 S-315
TYP.
A6 S-315
A6 S-315
HSS4x2x1/4 POST UP
TO GIRT ABOVE. ALIGN
w/ STAIR STRINGER
S-316 A5
EA. END
A3
S-316
E7 S-317
(x 3)
D
SIM.
C7 S-316
W x2
BA.2.3
6" 4"W16x31
7 1/2"
1'
W14x22
W x3
W x2
W x2
C x3
C x3
C x3
C x3
C x3
C x3
C x3
C x3
C x3
C x3
EXST 10"x20" EXST 10"x20" EXST 10"x20" EXST 10"x20" EXST 10"x37"
F6 S-318
F6 S-318
F6 S-318
F6 S-318
D9 S-318
D9 S-318
SIM
D9 S-318
SIM
8"
M-1 M-5
BC.5
NEW
STAIR
ST2
LANDING SLAB EL.
211'-7 9/16"±
SLAB EL.
212'-1 1/4"±
RAMP UP
STAIR UP
STEP
UP
RAMP UP
4" CONC. TOPPING
OVER 7"± EPS
INSULATION
4" CONC.
TOPPING
OVER EPS
INSULATION. SEE
ARCH. FOR EL. UP
C7 S-320
A7 S-320
D7 S-320
D7 S-320
A5 S-320
TYP.
C5 S-320
TYP.
EXST 6”± SLAB
EL. 211'-2"± (V.I.F.)
EXST 6”±
SLAG BLOCK
EXST 6”±
SLAG BLOCK
B1 S-318
TYP.
A8 S-326
A5 S-326A3
S-326
A3 S-326
A1 S-326
A1 S-326
D1
D1
D1
A1 S-320
A1 S-320
D1
D1
O.H.
A3 S-113
A1 S-113
1'
F1 S-115
D1 S-115
04 8 16268
SCALE: 1/8" = 1'-0"
NORTH
1. TOP OF FIFTH FLOOR IN-FILL AREA CONCRETE SLAB ELEVATION TO MATCH
TOP OF EXST FIFTH FLOOR WEST SLAB ELEVATION = 208'-6"± (V.I.F.)
2. TOP OF FIFTH FLOOR IN-FILL AREA STEEL ELEVATION = 207'-11 1/2" UNLESS
NOTED (+/-) THEREFROM.
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.
4. - DENOTES THE NUMBER OF 3/4" Ø x 5" LONG HEADED SHEAR STUDS, SPACED UNIFORMLY ALONG BEAM OR BETWEEN PURLINS AS SHOWN.
##k - DENOTES UNFACTORED VERTICAL REACTION IN KIPS. USE 10k FOR
REACTIONS NOT INDICATED. CONNECTION PLATES SHALL BE AT LEAST
HALF OF BEAM DEPTH.
5. SEE COLUMN SCHEDULE S-601 & S-602 FOR COLUMN INFORMATION.
6. COORDINATE WITH ARCHITECTURAL / MEP DRAWINGS FOR LOCATIONS OF
FLOOR DEPRESSIONS, FLOOR DRAINS (FD) AND FLOOR SLOPES.
7. " ML " - DENOTES MASONRY BOND BEAM LINTEL, SEE
MASONRY LINTEL SCHEDULE D9/S-302 FOR INFORMATION.
8. " " - DENOTES MASONRY WALL (CMU), SEE
SECTIONS FOR INFORMATION.
9. M-# - DENOTES MOMENT CONNECTION LOCATIONS. REFER TO
A7/S-311 FOR MOMENT CONNECTION DETAILS.
10. PROVIDE FRAMING FOR FLOOR OPENINGS PER DETAIL B1/S-311.
COORDINATE LOCATIONS AND SIZES WITH ARCHITECTURAL AND
MECHANICAL DRAWINGS.
11. REFER TO S-001 FOR GENERAL NOTES.
12. REFER TO S-311 FOR TYPICAL FRAMING DETAILS NOT SPECIFICALLY
REFERENCED.
13. STRUCTURAL REMEDIATION MAY REQUIRE REMOVAL OF EXISTING
FIREPROOFING. FIREPROOF NEW & EXISTING STEEL AS REQ'D FOR FIRE
RATING. COORDINATE WITH ARCHITECTURAL & F.P. DRAWINGS &
SPECIFICATIONS FOR REQUIREMENTS.
FIFTH FLOOR FRAMING PLAN-WEST NOTES:
D1
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
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E R
S
D R
A W
N B
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D E
S
IG
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D B
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S U
B M
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B Y
S
IZ
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C H
E C
K E
D B
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A N
S I D
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D A
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C O
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N O
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A
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IO
N N
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2 3 4 5 6 7 8 9 10
F
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D
C
B
A
D A
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File Path:
Plot Date:
M A
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Autodesk Docs://West Point Bldg 606/219208-WP606-S20.rvt
10/10/2025 10:04:53 AM
S-109
BLDG 606
F
IF
T H
F L O
O R
F R
A M
IN
G
P L A
N -W
E S
T
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
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F
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W Y
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K D
IS
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IC
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H C
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Q P
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M M
M
A Y
W D
S C
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K J
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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: 1/8" = 1'-0"
A1
FIFTH FLOOR FRAMING PLAN-WEST
NO SCALE SCALE:
KEY PLAN - WEST
A
D D
E N
D U
M
/1
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