S-318.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, containing multiple framing and connection details for structural steel elements. The drawing set includes various technical diagrams showing moment connections, beam reinforcement, and framing details for different floors, with specific annotations for steel columns (HSS columns), beams, shear tabs, anchor bolts, and connection plates. The drawings provide precise technical specifications for structural modifications, including details for existing concrete encasement removal, beam reinforcement, floor construction interfaces, and connection methods between structural steel elements across multiple floors from the 3rd floor to the roof. The technical drawings are dated 8/29/2025 and are part of project S-318 for West Point's Building 606, with a focus on detailed structural steel connection and reinforcement techniques.
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Text version
3" 3"
4" 4" 4"
EXST ROOF SLAB.
(3) 3/4" ⌀ THRU BOLT
w/ EPOXY, (TYP. U.N.O.)
EXST CONC. COL.
C12, SEE PLAN
EXST CONC.
BEAM BEYOND
4" 4" 4"
3" 3"
E Q
E Q
3"
3"
(4) 3/4" ⌀ ADHESIVE
ANCHORS EMBED. 4"
EXST ROOF SLAB.
(3) 3/4" ⌀ THRU BOLTS
w/ EPOXY (TYP.)
EXST CONC. COL.
C12, SEE PLAN
BD
3" 3"
4" 4" 4"
EXST CONC.
BEAM BEYOND
EXST CONC.
BEAM
C12x30, 20" LG
CENTERED ON COL.
1/ 2"
M
IN
DRY PACK w/ NON-SHRINK GROUT
BETWEEN C12 AND ESXT BEAM BEYOND
WELDED STEEL
SHIMS AS REQ'D
HSS5x3x1/4, 4" LG
B/S OF EXST BEAM
1/4
(4) 1/2" Ø EPOXY
ANCHORS EMBED 4".
3" EDGE DISTANCE
FROM EDGE OF COL.
E Q
E Q
3" 4" 4"
EXST ROOF SLAB.
(3) 3/4" ⌀ ADHESIVE
ANCHORS EMBED. 5"
EXST CONC. COL.
C12, SEE PLAN
EXST CONC.
BEAM BEYOND
4" 4" 3"
3/4" ⌀ ADHESIVE
ANCHOR @ 18" OC
EMBED 5" (TYP.)
T Y
P
1'
EXST MASONRY
WALL
C12x20.7 COL.
EXST 4TH
FLOOR CONSTR.
R E
IN
F
W x3
E X
G . 2
4I B
E A
M
D7 S-318
EXST 3RD
FLOOR CONSTR.
BEARING PLATE 1/2" x 14" x 4"
ON 3/4" NON-SHRINK GROUT
w/ (1) 1/2"Ø ADHESIVE ANCHOR
EMBED 2" CENTERED ON COL.
2"
BEARING PLATE
3/4"x4"x10"
3/4"Ø ADHESIVE
ANHORS @ 16" OC
EMBED 10"
3/16
3/16
3/16
EXST FLOOR
CONSTR.
EXST BEAM
REMOVE EXST
CONC. AS REQ.
5/16 3-12
5/16 3-126" @ EA. END,
6" UNDER EXST
SUPPORTED COL.
CONT. W12x35
FULL LENGTH
NOTE:
INSTALL W12x35 BEAM REINFORCING PRIOR
TO BEGINNING JACKING SEQUENCE ABOVE.
EXST STEEL COL.
EXST 4TH
FLOOR CONSTR.
R E
IN
F
W x3
E X
G . 2
4I B
E A
M
D7 S-318
NOTE:
REMOVE EXST CONCRETE
ENCASEMENT AS REQ'D.
SHEAR TAB
1/2" x 4" x 7"
1/4
1/4
2" RETURN
T & B
EXST STEEL COL.
BEYOND
EXST 4TH
FLOOR CONSTR.
R E
IN
F
W x3
E X
G . 2
4I B
E A
M
D7 S-318
NOTE:
REMOVE EXST CONCRETE
ENCASEMENT AS REQ'D. 1/4
1/4
EXST STEEL BEAM
EQ EQ
1/2" END
PLATE
C9x15 x 20" LG ± (V.I.F.)
EXST COL.
BEARING PLATE 1/2" x 14" x 4"
ON 3/4" NON-SHRINK GROUT
w/ (1) 1/2"Ø ADHESIVE ANCHOR
EMBED 2" CENTERED ON COL.
C12x20.7 COL.
FL
O
O R
EX
G
(V .I.
F
1'
0"
EXST FLOOR
CONSTR.
EXST MASONRY WALL
TO REMAIN (V.I.F.)
4' - 0" ± (V.I.F.)
REMOVE EXST FILL
AS REQ'D. PATCH & REPAIR
1/4
TYP.
L4x4x1/4 x 30" LG
L4x4x1/4 x 30" LG w/ 1/2"Ø ADHESIVE
ANHORS @ 16" OC
EMBED 2"
SEE PLAN
POURSTOP
AS REQ'D
EXST WALL
FL
O
O R
EX
G
(V .I.
F
1'
0"
EXST FLOOR
CONSTR.
EXST MASONRY WALL
TO REMAIN (V.I.F.)
4' - 0" ± (V.I.F.)
3/16 2-12
TYP.
L4x4x1/4 x 30" LG
L4x4x1/4 x 30" LG w/ 1/2"Ø ADHESIVE
ANHORS @ 16" OC
EMBED 2"
SEE PLAN
V.I.F.
1/4" BENT PLATE
VARIES
SEE PLAN
1 1/2" 3" 1/2" x 4" x 9"
SHEAR TAB
(TYP.)
1/2" PLATE
T & B
(2) ROWS OF 3/4"Ø
SC BOLTS. (8)
TOTAL (TYP. T&B)
HSS COL.
SEE SCHED.
HSS STUB COL.
TO MATCH COL.
BELOW1/4
TYP.
1/4
HSS TO
PLATE
T & B (TYP.)
SLOPING BEAM
SEE PLAN (TYP.)
NOTE:
PLATE TO EXTEND MIN. 1" PAST FACE OF COLUMN IN ALL DIRECTIONS.
ROOF DECK
NOT SHOWN
FOR CLARITY
VARIES
SEE PLAN
ROOF DECK
NOT SHOWN
FOR CLARITY
1 1/2" 3" 3" 1 1/2"
1 1/2" 1 1/2"
1/2" x 4" x 9"
SHEAR TAB
(TYP.)
1/2" PLATE
T & B
(3) ROWS OF 3/4"Ø
SC BOLTS. (36) TOTAL (TYP. T&B)
HSS COL.
SEE SCHED.
HSS STUB COL.
TO MATCH COL.
BELOW
1/4
TYP.
1/4
HSS TO
PLATE
T & B (TYP.)
SLOPING BEAM
SEE PLAN (TYP.)
NOTE:
PLATE TO EXTEND MIN. 1" PAST FACE OF COLUMN IN ALL DIRECTIONS.
SEE PLAN
NOTE:
PLATE TO EXTEND MIN. 1" PAST FACE OF COLUMN IN ALL DIRECTIONS.
1/4
TYP.
VARIES, SEE PLAN
1/2"
1 1/2" 3" 1 1/2"
HSS STUB COL.
TO MATCH COL.
BELOW
(2) ROWS OF 3/4"Ø
SC BOLTS.
(8) TOTAL (TYP. T&B)
1/2" PLATE
T & B HSS COL.
SEE SCHED.
FLOOR CONSTR.
NOT SHOWN
FOR CLARITY
1/4
HSS TO
PLATE
T & B (TYP.)
1/2"
SHEAR TAB
SAW CUT &
REMOVE EXST
FLOOR SLAB
AS REQ'D
CONT. HSS6x6x1/4
EXST FLOOR
CONSTR.
CONT. L6x4x3/8 LLV
PL
AN
SE
E
3/16 2-12
2" BEARING MIN.
3/16 2-12
EXST BEAM
4" TOPPING
SLAB
EXST SLAB TO REMAIN
BEAM
SEE PLAN
DRAINAGE BOARD &
HIGH LOAD (100 PSI)
EPS INSULATION
1/4"Ø x 1 1/2"
CONCRETE SCREWS
@ 4'-0" OC B/S
BA
6 1/2"
EXST
MASONRY
WALL HSS POST
SEE PLAN
L4x4x3/8 x 0'-4" B/S OF EA. POST
@ 48" OC & @ EA. STAIR
LANDING, 3RD FLOOR TO ROOF
PLAN DETAIL
HSS POST
SEE PLAN
(1) 1/2"Ø EPOXY
ANCHOR IN 2"
VSH EMBED. 4 1/2"
L4x4
TYP.
V.I.F.
4" ±
US Army Corps of Engineers ®
SHEET ID
U S
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File Path:
Plot Date:
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Autodesk Docs://West Point Bldg 606/219208-WP606-S20.rvt
8/29/2025 8:26:54 AM
S-318
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
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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
NO SCALE SCALE:
F9
BEAM REINF. DETAILNO SCALE SCALE:
F6
BEAM REINF. DETAIL
NO SCALE SCALE:
D9
BEAM REINF. DETAIL
NO SCALE SCALE:
A9
FRAMING DETAIL
NO SCALE SCALE:
D7
BEAM REINF. DETAIL
NO SCALE SCALE:
D5
FRAMING DETAIL
NO SCALE SCALE:
D3
FRAMING DETAIL
NO SCALE SCALE:
B6
FRAMING DETAIL
NO SCALE SCALE:
B4
FRAMING DETAIL
NO SCALE SCALE:
F1
M-3 MOMENT CONNECTION DETAIL
NO SCALE SCALE:
F3
M-4 MOMENT CONNECTION DETAIL
NO SCALE SCALE:
D1
M-5 MOMENT CONNECTION DETAIL
NO SCALE SCALE:
B2
FRAMING DETAIL
NO SCALE SCALE:
F5
FRAMING DETAIL
A
D D
E N
D U
M
/2 /2
NO SCALE SCALE:
B1
FRAMING DETAIL
3RD FLOOR TO ROOF
(BETWEEN GIRTS)
File details come from the government source that posted it. Updated .