S-303_AM 6.pdf
PDF 422 KB Posted
- Solicitation number
- W912DS25RA002
About this file
This structural engineering drawing set depicts detailed foundation and framing sections for Building 606 at West Point, likely part of a construction or renovation project. The documents include multiple technical sections such as foundation sections at loading dock areas, framing details, stair enclosure sections, and areaway infill sections. Key technical specifications include 8" CMU (concrete masonry unit) walls with reinforcement, structural fill requirements, frost protection guidelines, and specific reinforcement bar (#5, #4) placement and spacing. The drawings specify precise dimensional details, structural steel requirements (noted to be hot-dipped galvanized), and integration points with existing architectural elements like floor slabs, walls, and potential skylight installations. The technical drawings are dated 10/10/2025 and appear to be part of a comprehensive structural engineering set for a military facility renovation or construction project.
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Text version
2' - 6"
F O
R A
D D
'L
IN
FO
SE
E
D
ET
AI
L
F5 /S
-3
8" CMU w/
#5 @ 24" OC
IN GROUTED CELL
DOWELS TO
MATCH VERTS
CONT. 1/2"
ISOLATION STRIP
4" CONC. S.O.G.
PROVIDE 90°
HOOKS
(4) #5 CONT.
16" CONC. WALL
REINF. w/ #5
@ 12" OC
E.W., E.F.
1'
0"
FIN. GRADE
SEE SITE DWGS
FR
O
ST
P
R O
TE
C
TI
O
N
4' -6
" M
IN
. F O
R
#5 @ 24" OC
NOTE:
REFER TO ARCH'L DWGS FOR
INSULATION REQ'TS.
VENEER
PER ARCH
7" 7"
#5 U-BARS @ 12" OC
STRUCTURAL
FILL
STRUCTURAL
FILL
3' - 0"
FO
R
A D
D 'L
IN
FO
SE
E
D
ET
AI
L
F5 /S
-3
8" CMU w/
#5 @ 24" OC
IN GROUTED CELL
DOWELS TO
MATCH VERTS
CONT. 1/2"
ISOLATION STRIP
4" CONC. S.O.G.
PROVIDE 90°
HOOKS
(4) #5 CONT.
24" CONC. WALL
REINF. w/ #5
@ 12" OC
E.W., E.F.
1'
0"
FIN. GRADE
SEE SITE DWGS
FR
O
ST
P
R O
TE
C
TI
O
N
4' -6
" M
IN
. F O
R
#5 @ 24" OC
NOTE:
REFER TO ARCH'L DWGS FOR
INSULATION REQ'TS.
VENEER PER
ARCH B/S (TYP.)
6" 6"
#5 U-BARS @ 12" OC
STRUCTURAL
FILL
STRUCTURAL
FILL
2' - 6"
SEE DETAIL F5/S-301 FOR ADD'L INFO.
8" CMU w/
#5 @ 24" OC
IN GROUTED CELL
DOWELS TO
MATCH VERTS
CONT. 1/2"
ISOLATION STRIP (TYP.)
4" CONC. S.O.G.
PROVIDE 90°
HOOKS
(4) #5 CONT.
16" CONC. WALL
REINF. w/ #5
@ 12" OC
E.W., E.F.
FIN. GRADE
SEE SITE DWGS
#5 @ 24" OC
NOTES:
1. WHILE BACKFILLING, MAINTAIN EQUAL ELEVATIONS OF
STRUCTURAL FILL ON BOTH SIDES OF WALL.
2. REFER TO ARCH'L DWGS FOR
INSULATION REQ'TS.
VENEER PER ARCH
7" 7"
#5 U-BARS @ 12" OC
1' - 3" 1' - 0" 1' - 3"
3' - 6"
12" CONC. WALL
REINF. w/ #5
@ 12" OC
E.W., E.F.
STRUCTURAL
FILL
FR
O
ST
P
R O
TE
C
TI
O
N
4' -6
" M
IN
.F O
R
1'
0"
1'
0"
8"
CONT. L3x3x1/4 GALV.
w/ 1/8" x 1" x 8" STRAP ANCHOR w/ 1"
RETURN @ 12" OC SLOPE 1/4" / 1'-0"
#4 @ 12" OC BEND
IN FIELD AS SHOWN
24"
24"
CLEAN STONE BACKFILL
STRUCTURAL
FILL
#5 @ 24" OC
#5 @ 24" OC
2' - 6"
SEE DETAIL F5/S-301 FOR ADD'L INFO.
CONT. 1/2"
ISOLATION STRIP
LOCATE PER ARCH
4" CONC. S.O.G.
PROVIDE 90°
HOOKS
(4) #5 CONT.
16" CONC. WALL
REINF. w/ #5
@ 12" OC
E.W., E.F.
FIN. GRADE
SEE SITE DWGS
#5 @ 24" OC
7" 7"
#5 U-BARS @ 12" OC
1' - 3" 1' - 0" 1' - 3"
3' - 6"
12" CONC. WALL
REINF. w/ #5
@ 12" OC
E.W., E.F.
FR
O
ST
P
R O
TE
C
TI
O
N
4' -6
" M
IN
. F O
R
1'
0"
1'
0"
8" CONT. L3x3x1/4 GALV.
w/ 1/8" x 1" x 8" STRAP ANCHOR w/ 1"
RETURN @ 12" OC SLOPE 1/4" / 1'-0"
#4 @ 12" OC BEND
IN FIELD AS SHOWN
24"
24" #4 @ 12" OC BEND
IN FIELD AS SHOWN
24"
24"
NOTES:
1. WHILE BACKFILLING, MAINTAIN EQUAL ELEVATIONS OF
STRUCTURAL FILL ON BOTH SIDES OF WALL.
2. REFER TO ARCH'L DWGS FOR
INSULATION REQ'TS.
CLEAN STONE BACKFILL
STRUCTURAL
FILL
STRUCTURAL
FILL
(4) #5 CONT.
#5 @ 24" OC
EXST BASEMENT
S.O.G.
EXST 1ST FLOOR
CONC. SLAB
EXST
FOUNDATION
WALL
EXST
FOUNDATION
WALL TO REMAIN
6"
LOCATE JOINT
PER ARCH
DEMO T/ EXST CONC.
WALL AS REQ'D TO CAST
NEW FLOOR SLAB
ALIGN
4" S.O.G.
PER F5/S-301
REMOVE EXST EXTERIOR
SIDEWALK SLAB
IN-FILL AREAWAY w/
FLOWABLE FILL. LIFTS
TO BE 24" MAX.
IN-FILL EXST OPENING
w/ MASONRY. MATCH
EXST WIDTH /
THICKNESS
DEMO EXST CONC. WALL
DOWN TO 6" BELOW S.O.G.
2' - 0"
6"
6"
#4 @ 12" OC
BEND IN FIELD AS
SHOWN. EMBED
6" INTO EXST
CONC. w/ EPOXY
INSTALL W8x24
VERTICAL
TEMPORARY
SHORES DURING
FLOWABLE FILL
INSTALLATION 2'-0"
FROM EA. END OF
INFILL & SPACED
@ 6'-0" OC MAX.
ADD ADDITIONAL
W8x24s AS REQ'D.
NOTE: IF EXST AREAWAY CONTAINS A S.O.G., REMOVE S.O.G. BEFORE INSTALLATION OF FLOWABLE FILL.
1 1/2" 3" 1 1/2"
(2) 3/4"Ø BOLTS
L4x4x1/4x0'-6" T & B
(TYP.)
(2) 1/2"Ø EPOXY
ANCHORS EMBED.
2 3/4" T & B (TYP.)
1/ 2"
G A
P
(2) 3/4"Ø
BOLTS IN 2"
VSH IN ANGLE.
8" BOND BEAM
w/ (1) #4 CONT.
8" CMU WALL. REINF.
w/ #5 VERT. @ 24" OC
IN GROUTED CELLS
#5 DOWELS @ 24" OC
EMBED INTO EXST
CONC. 9" w/ EPOXY
FINISH PER
ARCH. (TYP.)
CONT. L6x6x1/2
STAINLESS STEEL
w/ 1/2"Ø EXP. BOLTS
@ 24" O.C. EMBED.
4 3/4" INTO BOND BEAM.
EXST. FOUNDATION
SKYLIGHT
SEE ARCH.
EXST
FOUNDATION
WALL
GRANITE COPING
SEE ARCH.
FIN. GRADE
SEE SITE
CONT. 2x PT BLOCKING w/ (2) 5/8"Ø COUNTER
SUNK ADHESIVE
ANCHORS ANCHORS
@ 24" OC. EMBED. 6"
CONT. 1/4"BENT PLATE
w/ (2) 5/8"Ø ADHESIVE
ANCHORS @ 24" OC EMBED 6"
w/ HIGH STRENGTH EPOXY
EXST WALL
STONE ANCHOR
COORD. w/ ARCH.
6"
6"
SKYLIGHT ASSY
SEE ARCH.
HSS BEAM
SEE PLAN.
EXST 3RD FLOOR
SLAB CONSTRUCTION
EXST 2ND FLOOR
SLAB CONSTRUCTION
CO
OR
D.
w
/ A
RC
H.
2"
T/ CONC. EL.
168'-2 1/2" (V.I.F.)
EXST CONC. WALL
HSS POST
SEE PLAN
HSS RAFTER
SEE PLAN.
SLOPE PER ARCH.
NOTE: ALL EXTERIOR STRUCTURAL STEEL TO BE HOT-DIPPED GALVANIZED.
REMOVE EXST. MASONRY
AS REQ'D TO INSTALL FRAME.
PATCH & REPAIR TO MATCH EXST.
S-319 B1
S-319 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 10:05:04 AM
S-303
BLDG 606
F O
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A
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D S
T A
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S M
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A R
Y A
C A
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M Y
W
E S
T P
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IN
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Y P
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F
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N E
W Y
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K D
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E W
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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:
E8
FOUNDATION SECTION @ LOADING DOCK
NO SCALE SCALE:
E5
FOUNDATION SECTION @ LOADING DOCK
NO SCALE SCALE:
E3
FOUNDATION SECTION @ LOADING DOCK
NO SCALE SCALE:
B3
FOUNDATION SECTION @ LOADING DOCK (DOOR OPENING)
NO SCALE SCALE:
B8
AREAWAY INFILL SECTION
NO SCALE SCALE:
A9
FRAMING DETAIL
NO SCALE SCALE:
E1
FRAMING DETAIL
NO SCALE SCALE:
B1
STAIR ENCLOSURE SECTION
A
D D
E N
D U
M
/1
/2
File details come from the government source that posted it. Updated .