S-105_AM 6.pdf
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- Solicitation number
- W912DS25RA002
About this file
This structural engineering drawing is a Third Floor Framing Plan for Building 606 at West Point, focusing on the east section of the floor. The plan details complex steel framing elements including multiple W-series steel beams (W16x36, W14x22, W10x22), column locations, and load ratings ranging from 11k to 31k. Key structural components include existing floor slabs at elevation 187'-3", new stair locations (ST1), and multiple connection details such as clip angles and floor openings. The drawing provides precise dimensional annotations, beam/column schedules, and includes specific technical notes about floor construction, coordinate references, and mechanical coordination requirements. The document is dated 10/10/2025 and appears to be part of a renovation or modification project for a military facility.
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Text version
04 8 16268
SCALE: 1/8" = 1'-0"
NORTH
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 x3
W16x26 W16x36
W x2
3'
5"
/8
/8
8'
3/
8"
/8
1' - 8" ± 15' - 6" ±
1' - 11" ± 1' - 2" ±
1' - 8" ±
5' - 10 1/8" 5' - 10 1/8" 3' - 9 3/4"
/8
W14x22
D1
W16x26
W x2
W x2
W x2
W x2
D1
W16x26
W x2
W x2
W x2
D1 D1
D1 D1 D1
W10x22
D1
D1
W x2
W x2
/2
W x2
W x2
W x2
W16x31
W x3
W16x26
W x6
W x2
D1 D1 D1
W x2
W x2
/2
0"
W x2
EXST15I38
EX
ST
GI
EXSTW14x26
MECH.
SHAFT
NEW
ELEV.
D1
D
EXST15I38
EXST15I38
EXSTW14x26
EXST15I38
/2
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"
EX
ST
I48
.5
EXST15I38EXST15I37.5
M
L
EXST FLOOR SLAB
EL. 187'-3"
EXST FLOOR SLAB
EL. 187'-3"
BB.1
W14x53 ( +42 1/2" ±)
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
B11.1
W10x22 ( +42 1/2" ±)
W14x53 ( +42 1/2" ±)
F9 S-312
BA.3
W16x36
C O
L.
U
P
W x2
/2
4'
1/
2"
1'
4"
2'
1/
2"
W16x26 W16x26
W x2
D1
10 10
10 10
10 10 13
9 9
13 13 13
W12x26
C6 S-312
C8x11.5
STRINGER
A1 S-312
(4) C12x20.7
STRINGERS
UP TO 4TH FLR
W x2
M-2
M-2
17k 21k k k
31k 27k
20k 19k k k k k
17k 16k11 k k 11 k 12 k k24 k
A2 S-203
A9 S-203
A6 S-203
A4 S-203
S-115 A4
NEW
STAIR
ST1
C6 S-313
C3 S-313
F8 S-314
D1
IN-FILL EXST
FLOOR OPENING
EX
ST
W x1
EX
ST
W x1
EX
ST
I3
EXST15I37.5
EX
ST
I3
EX
ST
I23
.5
EXST12I28.5
EXST15I37.5
EXST15I38
EX
ST
I3
EXSTC12x20.5
EX
ST
C1 2x
.5
EX
ST
C1 2x
.5
EXSTW12x22
C2 S-315
W12x26 W12x26 W12x26
6"
D3 S-311
D5 S-311
A7 S-315
A7
S-315SIM.
A4 S-315
C6 S-315
C6 S-315
SIM.
B9 S-316
B7 S-316
A3 S-317
(x 3)
D1 S-317
(x4)
BA.2.3
W16x36
1/
4"
W x2
W x2
W x3
M-1 M-5
W x2
E6 S-312
BC.5
3/
8"
S-112 A1
PROVIDE L5x5x1/4 CLIP
TOP FLANGE TO COL.
EXST 4"± FLOOR SLAB
w/ 4"± OF FILL &
1"± OF TOPPING
EL. 187'-3"
k k
C1 S-312
C1 S-312
A3 S-320
2'
- 0
5"Ø HOLE,
7" FROM TOP OF
FLANGE (TYP. x4)
1'
F1 S-115
F1 S-115
SIM
C1 S-115
C1 S-115
1. TOP OF THIRD FLOOR IN-FILL AREA CONCRETE SLAB ELEVATION TO MATCH
TOP OF EXST THIRD FLOOR WEST SLAB ELEVATION = 183'-6"± (V.I.F.)
2. TOP OF THIRD FLOOR IN-FILL AREA STEEL ELEVATION = 182'-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.
5. - 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.
6. SEE COLUMN SCHEDULE S-601 & S-602 FOR COLUMN INFORMATION.
7. COORDINATE WITH ARCHITECTURAL / MEP DRAWINGS FOR LOCATIONS OF
FLOOR DEPRESSIONS, FLOOR DRAINS (FD) AND FLOOR SLOPES.
8. " ML " - DENOTES MASONRY BOND BEAM LINTEL, SEE
MASONRY LINTEL SCHEDULE D9/S-302 FOR INFORMATION.
9. " " - DENOTES MASONRY WALL (CMU), SEE
SECTIONS FOR INFORMATION.
10. M-# - DENOTES MOMENT CONNECTION LOCATIONS. REFER TO
A7/S-311 FOR MOMENT CONNECTION DETAILS.
11. PROVIDE FRAMING FOR FLOOR OPENINGS PER DETAIL B1/S-311.
COORDINATE LOCATIONS AND SIZES WITH ARCHITECTURAL AND
MECHANICAL DRAWINGS.
12. REFER TO S-001 FOR GENERAL NOTES.
13. REFER TO S-311 FOR TYPICAL FRAMING DETAILS NOT SPECIFICALLY
REFERENCED.
14. 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.
THIRD FLOOR FRAMING PLAN-EAST NOTES:
D1
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 10:04:47 AM
S-105
BLDG 606
T H
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F L O
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F R
A M
IN
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P L A
N -E
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ADDENDUM #6
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NO SCALE SCALE:
KEY PLAN - EAST
SCALE: 1/8" = 1'-0"
A1
THIRD FLOOR FRAMING PLAN-EAST
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File details come from the government source that posted it. Updated .