S-322_AM 6.pdf
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- Solicitation number
- W912DS25RA002
About this file
This document is a structural engineering drawing set for Building 606 at West Point, specifically Sheet S-322, which contains multiple detailed technical drawings for roof framing, screen wall configurations, and structural connection details. The drawings include various technical specifications for steel connections, beam replacements, and structural reinforcement, featuring multiple views such as roof framing details (labeled F1, F3, F6, F9), screen wall details (A4, B7, B8), and a preloading detail (A1). Key technical elements include HSS posts, W-shape beams, angle brackets, gusset plates, bolt configurations, and specific installation instructions for structural modifications, with annotations referencing precise measurements, welding requirements, and coordination with architectural plans. The drawings appear to be part of a renovation or structural upgrade project for the specific building, with detailed mechanical and structural engineering specifications.
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Text version
EXST FLOOR
EXST 8x16
CONC. BEAM
(V.I.F.)
2"
CHANNEL B/S,
SEE PLAN
2"
1/
4"
IN
S T
A
LL
A T
IO
N
1/ 2"
G A
P
1" STD PIPE SPACER w/ PLATE
WASHER EA. END. B/S TYP.
3/4"Ø THRU BOLT w/ EPOXY
@ 36" OC AND @ EA. END
IN TOP OF 2" VSH IN
CHANNEL
2" x 2" PLATE WASHER
B/S. 1/8" WELD ALL
AROUND AFTER
JACKING SEQUENCE.
3/16" Z-CLIP @ 24" OC MAX.
w/ (1) 1/4"Ø TAPCON @ EA.
CLIP B/S. COORD. w/ SLAG
BLOCK JOIST LOCATIONS
1/8
TYP.
SHORE FOR 10K
ALLOWABLE LOAD
1/2" U-PLATE
EACH SIDE
OF BEAM TYP.
REMOVE EXST CONC. COL.
AFTER SHORING AND
INSTALLATION OF HSS TUBES
CHANNEL
SEE PLAN
EXST
CONC. BEAM
EXST
BEAM
SHORE FOR 10K
ALLOWABLE LOAD
EXST
CONC. BEAM
8" MIN.
SHORING IS INSTALLED
REMOVE EXG. CONC.
AS REQ'D AFTER
SHORING IS INSTALLED
REMOVE EXG. CONC
AS REQ'D AFTER
PLATE 1/4" x 14" x 14" INSTALL AFTER EXST COL. IS REMOVED. HSS3 1/2x3 1/2x1/4 B/S OF EXST COL.
WELDED TO CHANNELS . INSTALL PRIOR
TO REMOVAL OF EXST COL.
8" MIN.
D8 S-322
D8 S-322
DRY-PACK w/
NS GROUT (TYP.)
1/4" 1/4"
L2x2x1/4 x 0'-2" LG B/S EA. END
3/16
TYP.
3/16
TYP.
(2) 1/4"Ø TAPCON SCREWS
B/S, EA. BEAM IN PREDRILLED
HOLES THRU U-PLATE
1/4"
TYP
PLATE 1/4" x 14" x 14"
INSTALL AFTER EXST
COL. IS REMOVED.
3/4" Ø THRU BOLT
w/ SPACER EA. SIDE
BETWEEN CHANNEL
AND EXST CONC. BEAM.
FILL HOLES w/ EPOXY
SEE F9/S-322
REMOVE EXST CONC.
COL. AFTER SHORING
AND INSTALLATION
OF HSS TUBES
HSS3x3x1/4 EA. SIDE
OF EXST COL. WELDED
TO CHANNELS . INSTALL
PRIOR TO REMOVAL
OF EXST COL. TYP.
C O
N
ST
R . B
EY
O
N D
EX
G
. R O
O F
SE
E
PL
AN
C
1/2" U-PLATE EACH
SIDE OF EXST COL.
MATCH EXST CONC.
BEAM WIDTH
1"
V .I.
F
V.I.F.
8" ±
V .I.
F
1'
1/2" Ø BOLT
C8x11.5
L3x3x1/4, 3" LG
W8x15 w/ C8x11.5
VERT. C6x8.2 @ 4'-0" OC
(@ VERT. METAL PANEL JOINTS)*
1" RETURN EA.
SIDE
1" RETURN EA.
SIDE
3/16 2-12
1/2" Ø BOLT
L3x3x1/4, 3" LG
ALIGN ON
EXTERIOR
ALIGN ON
EXTERIOR
VERT. L5x3x3/8 FULL HEIGHT
(@ VERT. METAL PANEL JOINTS)*
* NOTE: REFER TO ARCH ELEVATIONS
FOR JOINT LOCATIONS.
5" 1/2" Ø BOLT @ 24" OC
& 3" FROM END T & B
HSS POST, SEE PLAN
L6x6x3/8" x 5" LG (TYP.)
W8x15 w/ C8x11.5
L3x3x1/4 TYP., 3" LG, B/S
1/4
TYP.
1/4
TYP.
1/4
1" RETURN
T&B, TYP.
EXST ROOF
W-SHAPE,
SEE PLAN
5"x4"x1/2"
1/2"x10"x4" PLATE
5/8" Ø ADHESIVE ANCHOR
EMBED. 4 1/2", TYP.
EXST
CONC
BEAM
1" RETURN T&B
4 1/2"
B1C3
SEE PLAN
W BEAM
SEE PLAN
W BEAM
SEE PLAN
L3x3x1/4
@ 3'-0" OC
L3x3x1/4
@ 3'-0" OC
L4x4x1/4
@ 3'-0" OC
EXST BEAM
EXST ROOF JOIST
BEYOND TO REMAIN
NEW ROOF DECK
SEE PLAN
COORD. w/ ARCH'T
CONT. L4x4x1/4
WELD TO EA. EXST JOIST
LATERAL BRACE
SEE ELEVATION
CONT. L4x4x1/4
1/4" PLATE (TYP.)
TYP.
TYP.
1/2" BOLT TYP.
W8x15 w/ C8x11.5
L3x3x1/4" 3" B/S
HSS POST, SEE FRM'G
DWG PROVIDE 1/4" CAP PLATE
WELDED ALL AROUND
L3x3x1/4" 3" TYP.
CHANNEL, SEE
FRM'G PLAN T/STEEL
SEE PLAN
1/4
TYP.
1/4
TYP.
B7 S-322
8"
EQ
8"
EQ
NOTE:
SCREEN WALL NOT SHOWN FOR CLARITY.
REFER TO ARCH'L DWGS.
1/2" GUSSET PLATE T & B
(2) 3/4" BOLTS T & B
(2) L3x3x1/4 DIAG. BRACE
TYP. T &B
1/4
TYP.
1/4
TYP. 1/4
TYP.
1/4
2" RETURN
T & B
L6x6x3/8 x 4" LG w/ 1/4"
STIFF. PLATE T & B
CENTERED ON POST
SEE PLAN FOR EXTENTS
L6x6x3/8 x 5" LG T & B
EXST LIMESTONE
WALL
CONT. L4x4x1/4
L6x4x3/8.
LLV
4'-0" OC
W8
SEE PLAN
SEE PLAN
6"
EXST CONC.
BEAM
EXST BRICK
MASONRY
TO REMAIN
EXST MASONRY
WALL TO BE
REMOVED
CONT. L4 x 3 1/2 x 5/16
INSTALL IN SECTIONS AS REQ'D.
w. 1/2"Ø ADHESIVE ANCHORS
@ 8" OC EMBED. 4" INTO EXST CONC.
BOTTLE JACK w/
LOAD CELL
SEE SEQ. NOTES
EXST FILL
EXST BEAM
W24, SEE
PLAN TYP.
(4) 3/4" BOLTS
EA. SIDE
W10x30
CENTERLINE 3" FROM END OF BEAM
3/8" PLATE
3" FROM END
OF BEAM TYP.
3/4" ⌀ BOLT IN 2" VERT.
SLOTTED HOLE IN PLATE
L6x4x3/8
6" LG
3/4" BOLT TYP.
L4x4x1/4
8" LG
3/4" ⌀ EPOXY ANCHOR
EMBEDDED 4" INTO EXST
BEAM TYP.
TYP.
EXST BEAM
EXST SLAB
L4x3x1/4
TYP.
STEEL SHIMS
WELD AFTER JACKING
1" RETURN T+B
TYP.
2L3 1/2x3 1/2x1/4
TYP.
NOTES:
1. SEE B7/S-321 FOR INFO NOT SHOWN.
2. SEE C6/S-111 FOR SEQUENCE NOTES.
1" TYP.
TYP.
EXST COL.
9" 9"
EXST CONC.
BEAM TYP.
EXST COL.
L4x4x1/4 TYP.
HSS 6x4x1/4 TYP.
T Y
P
1" M
IN
EXST CONC.
BEAM TYP.
6" T
Y P
TYP.
1" MIN
3/16
TYP.
EQ EQ
SEE PLAN
EXST ROOF JOIST
& BRIDGING
TO REMAIN (U.N.O.)
REMOVE EXST
BRIDGING TO
INSTALL NEW BEAM
NEW W10
TYP.L 1 1/2x1 1/2x1/8 ALIGNED w/ EXST BRIDGING
1" 4 1/2"
SEE PLAN
3/16 3-12
SEE PLAN
ROOFING
PER ARCH
6"x1 5/8"x16 ga. STUDS @ 16" OC w/ CONT. TRACK T & B
FIXED CLIP
@ EA. STUD
CURTAIN WALL
PER ARCH, TO
ALLOW FOR 1/2" LIVE
LOAD DEFLECTION
2x BLOCKING
AS REQ'D
3/8" x 4" BENT PLATE @ 32" OC w/ (1) 1/2" Ø
COUNTERSUNK
WELDED THREADED STUD
CONT. 1/4" BENT PLATE
w/ 3/4"Ø x 6" WELDED
HEADED STUD @ 12" OC
#4 x 4'-0" BAR w/ 180° HOOK
@ 12" OC
#4 CONT.
SEE PLAN
US Army Corps of Engineers ®
SHEET ID
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File Path:
Plot Date:
M A
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Autodesk Docs://West Point Bldg 606/219208-WP606-S20.rvt
10/10/2025 10:05:21 AM
S-322
BLDG 606
R O
O F
F R
A M
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C T
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D E
T A
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T P
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IN
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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:
F9
ROOF FRAMING DETAIL
NO SCALE SCALE:
F6
ROOF FRAMING DETAIL
NO SCALE SCALE:
D8
ROOF FRAMING DETAIL
NO SCALE SCALE:
B9
SCREEN WALL DETAIL
NO SCALE SCALE:
B7
SCREEN WALL DETAIL
NO SCALE SCALE:
F3
ROOF FRAMING DETAIL
NO SCALE SCALE:
D3
ROOF FRAMING DETAIL
NO SCALE SCALE:
A4
SCREEN WALL DETAIL
NO SCALE SCALE:
A9
ROOF FRAMING PLAN
NO SCALE SCALE:
A7
DETAIL
NO SCALE SCALE:
A1
PRELOADING DETAIL
NO SCALE SCALE:
D1
VIEW FROM BOTTOM
NO SCALE SCALE:
F1
ROOF FRAMING DETAIL
A
D D
E N
D U
M
/1
/2
NO SCALE SCALE:
D6
FRAMING DETAIL
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