S-107_AM 6.pdf
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- Solicitation number
- W912DS25RA002
About this file
This is a structural engineering drawing for a Fourth Floor Framing Plan - East, specifically for Building 606 at West Point, dated 10/10/2025. The detailed architectural plan shows a comprehensive structural layout with multiple steel beam types (W16, W14, W10, HSS, and C-series beams), precise dimensional measurements, and annotations for existing and new structural elements. The plan includes details for floor openings, stair framing, bench framing, and mechanical shaft locations, with elevation notations and typical spacing guidelines. Key structural components include beam locations, load bearings (ranging from 11k to 31k), and specific positioning of structural elements relative to existing walls and floor slabs. The drawing provides technical specifications for construction, with notes indicating coordination requirements for mechanical systems, fireproofing, and floor construction details.
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Text version
B11 A1 A1.3 A1.5 A1.9 A2 A3A2.7 A3.2 A3.7 A4 A4.2 A4.4 A4.6 A5 A5.1 A6
BA
BB
CL2
BC
BE
BF
BG
BH
AA
AB
AC
CL1
AD
AE
B12
BE.3
BF.7
A1.1
BB.9
BA.2
W x5
3'
5"
/8
/8
8'
3/
8"
/8
1' - 8" ± 15' - 6" ±
1' - 11" 1' - 2" ±
3"
8'
3/
8"
/8
2'
1/
2" 1'
4"
D1W x2
W x2
D1
D1
D1
D1 D1
D1
D1 D1 D1
W16x31 HSS14x6x1/2
W x2
W10x22
W16x57
W x2
W x2
W x2
W x2
W x2
W16x26
W x2
W x2
W16x26
W x2
W16x36
W x2
W x2
W14x22
W x2
/2
EXST15I38
EXST15I38
W x2
W x2
/2
W x2
EXST15I38
EX
ST
I5
EX
ST
I7
MECH.
SHAFT
NEW
ELEV.
D1
D
EXST15I38
19' - 1" ± 7' - 1" ± 8' - 3" ± 13' - 7" ±
1' - 3" ±
13' - 0" ± 8' - 5" ± 4' - 10" ± 13' - 3" ± 6' - 10 1/2" ± 6' - 4 1/2" ± 13' - 3" ± 13' - 3" ± 13' - 2" ±
1' - 7" ±
28' - 9" ±
1/ 2"
5/
5'
/1 6"
/2
/2
5'
0"
5'
0"
1/ 2"
± NEW
STAIR
ST1
EX
ST
I7
EX
ST
I23
.5
EXST20I59 EXST24I84
M L
M L
EXST 2 3/4" CONC.
PLANK SUPPORTED
BY BRICK DWARF
WALLS ON 4"±
FLOOR SLAB w/ 4"±
OF FILL & 1"± OF
TOPPING EL. 204'-1"
EXST 4"± FLOOR SLAB
w/ 4"± OF FILL & 1"± OF
TOPPING EL. 204'-1"
BB.1
W10x22 ( +87" ±)
OPEN
OPEN
M A
T C
H
LI
N E
M A
T C
H
LI
N E
A
S
-1
A
S
-1
D1
D1
STAIR
D1
W x2
STAIR
W x2
B11.1
W10x22 ( +87" ±)
EXST15I38
EXST15I38
EXST15I38
EXST15I38
EXST15I54
EXST15I54
EXSTC12x20.5
F9 S-312( +84 1/2" ±)W14x53
2'
3/
8"
1' - 8" ±
5' - 10 1/8" 5' - 10 1/8" 3' - 9 3/4"
O P
E R
A B
LE
P
A R
T
IT
IO
N
B E
LO
W
P
LF
EX
ST
I8
EXST20I59 EXST24I73
EX
ST
I8
EX
ST
I8
EX
ST
I23
.5
EX
ST
I23
.5
EX
ST
I8
EX
ST
I23 .5
EX
ST
I23
.5
EX
ST
I8
EX
ST
I8
EX
ST
I8
EX
ST
I8
EX
ST
I8
EXST24I84
EX
ST
W x1
EX
ST
W x1
EX
ST
I23
.5
EXSTC6X8
EXST20I59 EXST24I73
EX
ST
I23
.5
EX
ST
I28
.5
EX
ST
I3
EX
ST
I8
4 EX
ST
I8
EX
ST
I8
EX
ST
I8
EX
ST
I28
.5
1'
1/
2"
W16x26
W16x2619
13 13 13 17
9 9
10 10
S-114 D1
HSS4x4x1/4
POST UP
TO SLOPED BENCH BEAM
BENCH
FRAMING
HSS4x4x1/4
POST UP
S-114 A1
BENCH
FRAMING
(4) C12x20.7
STRINGERS
DN TO EXST
3RD FLR
(3) C8x11.5 STRINGERS
UP TO 5TH FLR IN-FILL
SEE E7/S-317
W x2
/2
) T
YP
C10x15.3
STRINGERS
UPTO EXST
4E FLR
W 8x
W10x22
W10x22
E Q
E Q
E Q
W 8x
W
8x
4' - 1"
W x2
S-115 A7
M-2
17k 21k k k
31k 27k
20k 19k k k k k
17k 16k11 k k k k k24 k
14k
A2 S-203
A9 S-203
A6 S-203
A4 S-203
D1
IN-FILL EXST
FLOOR OPENING
C6 S-313
C3 S-313
EX
ST
I7
EX
ST
C1 2x
.5
EX
ST
C1 2x
.5
EXSTW12x22
EXSTW16x26
EXST15I54
EXSTW16x26
EXST15I54
EXSTW16x26
EXST15I54
EXSTW16x26
EXST15I38
EXST15I38
EXST15I38
EXST15I38
EXST15I38
EXST15I38
EX
ST
I28
.5
EX
ST
I28 .5
EX
ST
I28
.5
EX
ST
C1
2x
.5
EXST BEARING
WALL ABOVE
EXST BEARING
WALL ABOVE
A1 S-312
C x2 0.
C x2 0.
C8x11.5
F8 S-316
F5 S-316
F3 S-316
D1 S-317
(x4)
A6 S-317
(x 3)
BA.2.3
6" 4"
W16x31
W x2
W x2
W x3
W14x22
4'
6"
3"
3"
B6 S-318
B6 S-318
B6 S-318
B6 S-318
B6 S-318
B6 S-318B6
S-318 B6
S-318
2' - 6" TYP.
V .I.
F
4'
TO FIRST
BRICK WALL
BELOW (TYP.)
D
D
D
D
D
D
D
D
2' - 6" TYP.
V .I.
F
4'
TO FIRST
BRICK WALL
BELOW (TYP.)
B4 S-318
TYP.
B4 S-318
SIM
TYP.
F1 S-325
TYP.
TYP.
F1 S-325
EX
ST
I23
.5
EX
ST
I23
.5
EX
ST
I23
.5
EX
ST
I23
.5
EX
ST
I23
.5
EX
ST
I23
.5
EX
ST
C1 0x
W x3
R E
IN
F
W x3
R E
IN
F
W x3
R E
IN
F
W x3
R E
IN
F
B
E
LO
W
B E
LO
W
B E
LO
W
B E
LO
W
D7 S-318
TYP.
A9 S-318
TYP.
D5 S-318
D5 S-318D3
S-318
M-1 M-5
BC.5
3/
8"
EXST15I38
W10x22 ( +87" ±)
( +87" ±) W10x22
E6 S-312
S-112 A5
C8 S-313
TYP.
TO SLOPED
BENCH BEAM
DUCT PENETRATIONS
COORD. w/ MECH.
SEE DETAIL F1/S-311
k k
EXST 4"± FLOOR SLAB
w/ 4"± OF FILL & 1"± OF
TOPPING EL. 204'-1"
EXST 4"± FLOOR SLAB
w/ 4"± OF FILL & 1"± OF
TOPPING EL. 204'-1"
E1 S-312
V.I.F.
L4x4x1/4 KICKER
(LOW SIDE TO SOUTH BEAM)
A5 S-113
F2 S-115
A1 S-113
F1 S-115
1'
F1 S-115
SIM
04 8 16268
SCALE: 1/8" = 1'-0"
NORTH
1. TOP OF FOURTH FLOOR IN-FILL AREA CONCRETE SLAB ELEVATION TO
MATCH TOP OF EXST FOURTH FLOOR WEST SLAB ELEVATION = 196'-10"±
(V.I.F.)
2. TOP OF FOURTH FLOOR IN-FILL AREA STEEL ELEVATION = 196'-3 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.
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 F1/S-311 (U.N.O.).
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.
FOURTH FLOOR FRAMING PLAN-EAST NOTES:
D1
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
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S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
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C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
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G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
File Path:
Plot Date:
M A
R K
D E
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Autodesk Docs://West Point Bldg 606/219208-WP606-S20.rvt
10/10/2025 10:04:50 AM
S-107
BLDG 606
F O
U R
T H
F L O
O R
F R
A M
IN
G
P L A
N -E
A 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
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IN
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F
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N E
W Y
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K D
IS
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IC
T N
E W
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M M
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H C
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M M
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W D
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K J
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.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
FOURTH FLOOR FRAMING PLAN-EAST
NO SCALE SCALE:
KEY PLAN - EAST
A
D D
E N
D U
M
/1
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