S-311_AM 6.pdf
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- Solicitation number
- W912DS25RA002
About this file
This document is a detailed structural engineering drawing set for Building 606 at West Point, focusing on framing, slab, and beam connection details. The technical drawings provide comprehensive architectural and structural specifications, including typical floor in-fill details, moment connection details, exterior and interior column plan details, and various framing configurations. Key technical elements include precise measurements for concrete slab modifications, steel beam connections, welded stud placements, closure strip installations, and specific instructions for existing floor construction modifications. The drawings feature multiple sectional views with annotations for beam sizes, plate thicknesses, bolt configurations, and structural reinforcement techniques, indicating a complex renovation or structural enhancement project for the specified building.
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Text version
T/ SLAB EL.
SEE FRM'G PLAN
WWF
S E
E F
R M
'G P
LA
N
C O
M P
. S
LA
B
SHEAR STUDS SEE
ON FRAMING PLAN
FOR SIZE & AMOUNT
#4 CONT. SPOT
WELD TO EA. STUD
NOTES:
1. SEE FRAMING PLAN FOR BEAM SIZES.
T/ SLAB EL.
SEE FRM'G PLAN
WWF
SHEAR STUDS SEE
ON FRAMING PLAN
FOR SIZE & AMOUNT
(3) CONT. #3 SUPPORT
BARS ON HIGH CHAIRS
#4 x 6'-0" LG @ 18" OC
NOTES:
1. SEE FRAMING PLAN FOR BEAM SIZES.
S E
E P
LA
N
N O
T E
S
C O
M P
O S
IT
E
S
LA
B
NOTES:
1. SEE FRAMING PLAN FOR BEAM SIZES.
T/ SLAB EL.
SEE FRM'G PLAN
SEE FRM'G PLAN FOR BEAM SPACING
16 ga. CLOSURE
STRIP ALL AROUND
FOR LOCATIONS & SIZES
FLOOR OPENING
SEE ARCH/MEP DWGS
CONT. 20 ga.
CLOSURE STRIP
WWF
CLIP L6x4x5/16 x 6" LG.
LLV (TYP.)
L6x4x5/16 LLV
(4 SIDES)
TYP.
TYP.
CLOSURE STRIP
TO OPN'G FRAME
ANGLE (TYP.)
S E
E F
R M
'G P
LA
N
C O
M P
. S
LA
B
(T
YP.)1"
M
AX.
L2x2x1/4 (TYP.) EA. END
(TYP.)
NOTES:
1. SEE FRAMING PLAN FOR BEAM & COL. SIZES.
EA. END
(TYP.)
NOTES:
1. SEE FRAMING PLAN FOR BEAM & COL. SIZES.
(T
YP.)1"
M
AX.
EXST CONC.
SLAB & BEAM
CONT. C12 B/S
SEE PLAN
3/4" Ø THRU-BOLT
@ 18" OC w/ EPOXY (U.N.O.)
3/16" Z-CLIP @ 24" OC MAX.
w/ (1) 1/4"Ø TAPCON @ EA. CLIP
1/8
TYP.
FACE OF EXST CONC.
BEAM / COL.
T/ CONC. SLAB
EL. SEE PLAN
BEAM
SEE PLAN
L4x4x1/4 w/ (2) 1/2"Ø
ADHESIVE ANCHORS
EMBED. 4" INTO
EXST CONC.
4" MIN.
M
IN
4"
3/4"Ø BOLT (TYP.)
3-12
WWF
CONT. 1/4"
BENT PLATE
SEE PLAN
SEE PLAN
8" MAX.
SEE PLAN
EXST SLAB 1 1/2"
SAW CUT
1/2" DEEP
3/16" PLATE
AS REQ'D
ROUGHEN CONTACT
SURFACE TO AMPLITUDE OF 1/4" ±.
APPLY BONDING AGENT.
CONCRETE INFILL
MATCH DEPTH OF
EXST SLAB
1/2" SCREW
ANCHOR, EMBED
2 1/2" @ 12" OC
12" MAX.
EXG. OPENING
EXST MASONRY
WALL
TYP.
TYP.
1/4" PLATE
(TYP.)
L3x3x1/4 @ 4'-0" OC
L3x3x1/4 @ 4'-0" OC
L4x4x1/4 @ 4'-0" OC
W BEAM,
SEE PLAN
(TYP.)
P
LA
N
S E
E
INSTALL CONT. SELF-
ADHERED BOND BREAKER
TAPE. CLOSE GAPS BELOW
w/ FOAM OR FORM.
CONT. BENT PLATE
1/4" x 6" x 3"
VARIES (V.I.F.)
W BEAM
SEE PLAN
(TYP.)
PLATE 1/2"
w/ (3) 3/4" Ø
BOLTS TYP.
EA. SIDE.
PLATE 3/4" x Bf w/ (16) 3/4" Ø
SC BOLTS TYP. T & B
SHIM AS REQ'D
TYP.
W BEAM
SEE PLAN
(TYP.)
PLATE 1/2"
w/ (3) 3/4" Ø
BOLTS TYP.
EA. SIDE.
PLATE 1/2" x Bf w/ (12) 3/4" Ø
SC BOLTS TYP. T & B
SHIM AS REQ'D
TYP.
MARK MOMENT CONNECTION DETAIL
M-1
M-2
/A3 S-311
/A5 S-311
M-3
M-4
M-5
/F1 S-318
/F3 S-318
/D1 S-318
EXST BEAM
FL
O
O R
EX
G
V .I.
F
1'
0"
EXST FLOOR
CONSTR.
EXST MASONRY
WALL
NEW W10
BEAM
EXST SLAB
TO BE REMOVED
AS REQ'D
CONT. 2 1/2" SHIM
AS REQ'D
SEE PLAN
CONT. HSS2 1/2x2 1/2x1/4
3/16"
1" MAX.
EXST MASONRY WALL
TO BE REMOVED
AS REQ'D
EXST BEAM
FL
O
O R
EX
G
V .I.
F
1'
0"
EXST FLOOR
CONSTR.
EXST MASONRY
WALL
NEW W10
BEAM
EXST SLAB
TO BE REMOVED
AS REQ'D
2 1/4" MAX.
EXST MASONRY WALL
TO BE REMOVED
AS REQ'D
3/16" 3-12
CONT. 1/4"
BENT PLATE
6"
6 5/8"
PARTITION
SEE ARCH
NOTE: SEE C9/S-311 FOR
ADDL INFO. NOT SHOWN
EXST BEAM
FL
O
O R
EX
G
V .I.
F
1'
0"
EXST FLOOR
CONSTR.
EXST MASONRY WALL
TO REMAIN (V.I.F.)
EXST SLAB
TO BE REMOVED
AS REQ'D
SEE PLAN
MAX.
6"
NOTE:
PERPENDICULAR BEAM
NOT SHOWN FOR CLARITY
CONT. 1/4" BENT PLATE
CONT. CLOSURE STRIP
1/4" CAP PLATE
EXST BEAM
FL
O
O R
EX
G
V .I.
F
1'
0"
EXST FLOOR
CONSTR.
EXST MASONRY WALL
TO REMAIN (V.I.F.)
EXST SLAB
TO BE REMOVED
AS REQ'D
SEE PLAN
MAX.
6"
CONT. 1/4" BENT PLATE
CONT. CLOSURE STRIP
3/16 3-12 NEW W18
BEAM
6"3/16" 3-12
PARTITION
SEE ARCH
3-12
W.W.F. SEE PLAN
W-BEAM
SEE PLAN
CONT. 1/4" BENT PLATE
w/ 3/4"Ø x 6" WELDED
HEADED STUD @ 12" OC
14" MAX.
VARIES, COORD w/ ARCH
SEE PLANALIGN
EXST FLOOR
CONSTR.
EXST BEAM
REMOVE EXST
CONC. AS REQ.
CONT. L5x5x5/16
L4x4x1/2 x 4" LG
@ 24" OC
EXST STONE
VENEER EXST CMU
WALL
NEW HEATER
UNIT. COORD.
w/ MECH.
1/2" Ø ADHESIVE ANCHOR
@ 16" O.C. EMBED. 4 1/2"
IN EXST GROUTED CELL
ONLY. DRILL TEST HOLE
TO CONFIRM GROUTED
CELL.
CONT. L4x4x3/8, EXTEND 16"
PAST EA. END OF HEATER
UNIT. COORD. w/ MECH
US Army Corps of Engineers ®
SHEET ID
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File Path:
Plot Date:
M A
R K
D E
S C
R
IP
T
IO
N
P R
O J E
C T
N O
Autodesk Docs://West Point Bldg 606/219208-WP606-S20.rvt
10/10/2025 10:05:10 AM
S-311
BLDG 606
F L O
O R
F R
A M
IN
G
S E
C T
IO
N
S
D E
T A
IL
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
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Q P
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M M
M
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W D
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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
NO SCALE SCALE:
F9
TYP. FLOOR BEAM SECTION
NO SCALE SCALE:
F7
TYP.SECTION @ GIRDER
NO SCALE SCALE:
F1
TYP. OPENING IN SLAB DETAIL
NO SCALE SCALE:
F3
TYP. PLAN DETAIL @ EXTERIOR COL.
NO SCALE SCALE:
F5
TYP. PLAN DETAIL @ INTERIOR COL.
NO SCALE SCALE:
D9
CONC. BEAM REINF. DETAIL
NO SCALE SCALE:
D7
BEAM CONNECTION DETAIL
NO SCALE SCALE:
D3
DETAIL
NO SCALE SCALE:
D1
TYP. EXST CONC. SLAB INFILL DETAIL
NO SCALE SCALE:
A8
FRAMING DETAIL
NO SCALE SCALE:
A5
M-2 MOMENT CONNECTION DETAIL
NO SCALE SCALE:
A3
M-1 MOMENT CONNECTION DETAIL
NO SCALE SCALE:
A7
SCHEDULE
MOMENT
CONNECTION
NO SCALE SCALE:
C9
FRAMING DETAIL
NO SCALE SCALE:
C7
FRAMING DETAIL
NO SCALE SCALE:
C5
FRAMING DETAIL
NO SCALE SCALE:
C3
FRAMING DETAIL
NO SCALE SCALE:
D5
DETAIL
NO SCALE SCALE:
C1
TYP. FLOOR IN-FILL DETAIL
NO SCALE SCALE:
A1
FRAMING DETAIL
A
D D
E N
D U
M
/1
/2
File details come from the government source that posted it. Updated .