S-316_AM 6.pdf
PDF 374 KB Posted
- Solicitation number
- W912DS25RA002
About this file
This document is a detailed structural engineering framing detail drawing for Building 606 at West Point, showing multiple framing sections across different floors and structural components. The drawings illustrate intricate construction details including concrete slab configurations, steel framing, masonry wall interactions, HSS (Hollow Structural Section) posts and girders, and various floor-level modifications. Key technical specifications include concrete overlay with wire mesh reinforcement, steel dowel embedment, pour stops of varying gauge, and precise measurements for structural elements like base plates, anchors, and angle supports. The drawings cover structural transitions from the 1st floor through the roof, with specific annotations for beam removals, new brick masonry, and structural reinforcement techniques. The technical drawing is part of sheet S-316, dated 10/10/2025, and appears to be part of a significant renovation or reconstruction project for the building.
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Text version
EXST BEAMEXST BEAM
F
LR
E X
S T
V .I.
F
1'
0"
EXST FLOOR
CONSTR.
EXST MASONRY WALL
TO REMAIN (V.I.F.)
EXST WALL
6" 6"
4"
CONC. OVER EPS
WWF
EXST FLOOR
CONSTR.
EXST CONC.
TO BE REMOVED
AS REQ'D
3/8" EXTENDED
SHEAR TAB WELDED
TO EXST & NEW BM (TYP.)
NEW STEEL
FRAMING
SEE PLAN
(TYP.)
NEW CONC. OVER
METAL DECK SEE PLAN CONT. 20
GA POUR
STOP (TYP.)
2"
3" TYP.
#3 DOWELS @ 16" OC
EMBED 3 1/2" (TYP.)
CONT. #3 @ 16" OC (TYP.)BE IN-FILLED
EXST OPNG TO
EXST FLOOR
CONSTR.
EXST MASONRY WALL
TO REMAIN (V.I.F.)
V .I.
F
1'
0"
F
LR
E X
S T
1"
6"
4"
CONC. OVER EPS
WWF
#3 DOWELS @ 16" OC
EMBED 3 1/2" (TYP.)
CONT. #3 @ 16" OC (TYP.)
NEW CONC. OVER
METAL DECK SEE PLAN
NEW STEEL
FRAMING
SEE PLAN
CONT. 20
GA POUR
STOP (TYP.)
6"
4"
CONC. OVER EPS
WWF
#3 DOWELS @ 16" OC
EMBED 3 1/2" (TYP.)
CONT. #3 @ 16" OC (TYP.)
NEW CONC. OVER
METAL DECK SEE PLAN
NEW STEEL
FRAMING
SEE PLAN
CONT. 18
GA POUR
STOP (TYP.)
EXST WALL
CONT. 18
GA POUR
STOP (TYP.)
EXST BM
REMOVE
EXST CONC
AS REQD
TO INSTALL
NEW BEAM
1" RETURN T & B3/8"
EXTENDED
SHEAR TAB
CONT.
HSS5x5x1/4
EXST FLOOR
CONSTR.
W BEAM,
SEE PLAN
PATCH / REPAIR SOG
AS REQD TO MATCH EXST
HSS COL.
SEE SCHED.
1'
5/8" Ø THRU BOLT
EPOXY INTO EXST
CONC. WALL 6" EMBED.
SHIM AS REQD.
3/8" SHEAR TAB
1ST FLOOR
SEE PLAN
BA
6 1/2"
EXST
MASONRY
WALL
HSS POST
SEE PLAN
SHIM & DRY
PACK
AS REQ'D
BASE PLATE
1/2" x 3" x 10"
(2) 1/2" Ø ADHESIVE
ANCHORS EMBED 4"
8" 8"
1'
L8x4x7/16 x 0'-4" B/S OF EA. POST
@ 48" OC & @ EA. STAIR
LANDING, 1ST TO 3RD FLOOR
V.I.F.
8" ±
A1 S-317
2ND FLOOR
5 1/2" (V.I.F.)
6 1/2"
BA
EXST FLOOR
TO BE REMOVED
EXST
MASONRY
WALL
EXST
CONC.
BEAM
HSS GIRT
SEE PLAN
L6x4x5/16 x 0'-4" LLH @ 18" o.c. w/ 1/2" Ø
ADHESIVE ANCHOR
EMBED. 6" (T & B)
3RD & 4TH FLOOR
1 1/2" (V.I.F.)
6 1/2"
BA
EXST FLOOR
TO BE REMOVED
EXST
MASONRY
WALL
EXST
CONC.
BEAM
HSS GIRT
SEE PLAN
L4x3x1/4 x 0'-4" LLV @ 12" o.c. w/ 1/2" Ø
ADHESIVE ANCHOR
EMBED. 6" (T & B)
BA
5TH FLOOR
3" (V.I.F.)
6 1/2"
EXST FLOOR
TO BE REMOVED
EXST
MASONRY
WALL
EXST
CONC.
BEAM
HSS GIRT
SEE PLAN
L4x4x1/4 x 0'-4" @ 12" o.c. w/ 1/2" Ø
ADHESIVE ANCHOR
EMBED. 6" (T & B)
BA
ROOF
6 1/2"
3 1/2" (V.I.F.)
EXST FLOOR
TO BE REMOVED
EXST MASONRY
WALL
EXST CONC.
BEAM
HSS GIRT
SEE PLAN
L4x4x1/4 x 0'-4" @ 12" o.c. w/ 1/2" Ø
ADHESIVE ANCHOR
EMBED. 6" (T & B)
4" M
IN
2" 4"
NEW BRICK
MASONRY
SEE ARCH
CONT. L4x4x1/4 GALV.
w/ 1/2" Ø ADHESIVE
ANCHORS EMBED 6" @
24" OC STAGGERED w/
OPPOSITE SIDE
6"x1 5/8" x 16 GA STUDS @ 16" OC w/ CONT. TRACK T & B
REMOVED EXST
BRICK AS REQ'D
HSS POST
SEE PLAN (TYP.)
HSS GIRT
SEE PLAN
ALIGN w/ STAIR
STRINGER (TYP.)
TYP.
PLATE
3/8" x 5" x 2"
(B/S TYP.)
1/
2"
3/8" BENT PLATE
w/ (2) 1/2" Ø ADHESIVE
ANCHORS EMBED. 6"
EXST CONC. BM
3/4" Ø THRU BOLT
IN 2" VSH IN PLATES
3" RETURN T & B
1/
2"
BA
ALIGN w/ STAIR
STRINGER (TYP.)
HSS POST
SEE PLAN
HSS GIRT
SEE PLAN
CLIP ANGLE
VARIES SEE DETAILS3/8" BENT
PLATE
C5 S-316
V A
R
IE
S
SEE PLAN
FACE OF EXST
GRANITE WALL
6" ±
3-12
INSTALL CONT. SELF-ADHERED
BOND BREAKER TAPE
CLOSE GAP w/ FOAM OR FORM
CONT. 1/4"
FLAT PLATE
SEE PLAN
FACE OF EXST
GRANITE WALL
6" ±
3-12
INSTALL CONT. SELF-ADHERED
BOND BREAKER TAPE
CLOSE GAP w/ FOAM OR FORM
CONT. 1/4"
FLAT PLATE
3-12
6"
SEE PLAN
CONT. 1/4" BENT PLATE
EXST MASONRY
TO BE REMOVED
B11.1
3 3/4"
EXST CONC. BEAM
1/
2"
3-12
L5x3 1/2x1/4 x 0'- 4"LLH @ 24" OC w/ 1/2" Ø
EPOXY ANCHOR EMBED. 4"
1/2" Ø THREADED STUD
WELDED TO L5, PROVIDE 2"
VSH IN CONT. BENT PLATE
COMPRESSIBLE
FILLER BLOCK
1/4" 1' - 2 3/4" ±
3/4" Ø ADHESIVE ANCHOR
EMBED 6", @ 18" OC
EQ EQ
NEW BRICK
MASONRY
PER ARCH
ROOFING
PER ARCH
EXST ROOF
CONSTR
6" x 1 5/8" x 16 GA
STUDS @ 16" OC
w/ CONT. TRACK T & B
W8
SEE PLAN
3/16" Z-CLIP w/ 1/4"Ø
TAPCON @ 24" OC (TYP.)
3" TOPPING
SLAB
EPS. THICK
AS REQ.
4" TOPPING
SLAB SLOPE AWAY
EXST SLAB TO REMAIN
#3 EMBED 3 1/2" w/
EPOXY @ 12" OC
BEAM
SEE PLAN
DRAINAGE BOARD &
HIGH LOAD (100 PSI)
EPS INSULATION
6"SEE ARCH.
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
10/10/2025 10:05:18 AM
S-316
BLDG 606
F L O
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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
NO SCALE SCALE:
F8
FRAMING DETAIL
NO SCALE SCALE:
F5
FRAMING DETAIL
NO SCALE SCALE:
F3
FRAMING DETAIL
NO SCALE SCALE:
C9
FRAMING DETAIL
NO SCALE SCALE:
A1
FRAMING DETAIL
NO SCALE SCALE:
C1
FRAMING DETAIL
NO SCALE SCALE:
E1
FRAMING DETAIL
NO SCALE SCALE:
A3
FRAMING DETAIL
NO SCALE SCALE:
C3
FRAMING DETAIL
NO SCALE SCALE:
C5
FRAMING DETAIL
NO SCALE SCALE:
A5
FRAMING DETAIL
NO SCALE SCALE:
B9
FRAMING DETAIL
NO SCALE SCALE:
B7
FRAMING DETAIL
NO SCALE SCALE:
C7
FRAMING DETAIL
NO SCALE SCALE:
D5
FRAMING DETAIL
NO SCALE SCALE:
F1
FRAMING DETAIL
A
D D
E N
D U
M
/1
/2
File details come from the government source that posted it. Updated .