S-323_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, containing multiple framing and plan detail sections for a construction project. The drawings provide technical specifications for various structural components including HSS5x5x1/4 posts, base plates with epoxy anchors, continuous horizontal studs, existing concrete columns and beams, and roofing elements. The details cover multiple framing configurations, including north and south skylight installations, with specific annotations for stud spacing (16" on center), track placements, and connection methods using gusset plates, shear tabs, and bent plates. The technical drawings are dated 10/10/2025 and are part of the S-323 sheet set for Building 606, with a focus on precise structural integration and reinforcement of existing architectural elements.
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Text version
A1.1
SEE PLAN
SEE ARCH
6"
SEE ARCH
SKYLIGHT ASSY
SEE ARCH
1' - 0 5/8"
L3x3x1/4 KICKER @ 5'-0" OC
UP TO TOP FLANGE OF
ADJACENT BEAM
SEE PLAN
CONT. HORIZ.
6" x 1 5/8" x 16 ga. STUD
6" x 1 5/8" x 16 ga. STUD @ 16" OC w/ CONT. TRACK T & B
CONT. C10x30
W14x22
EXST MASONRY WALL
EXST CONC.
ROOF SLAB
EXST ROOFING
PATCH & REPAIR
AS REQ'D
ROOFING
PER ARCH CONT. HORIZ.
6" x 1 5/8" x 16 ga. STUD
6" x 1 5/8" x 16 ga. STUD @ 16" OC w/ CONT. TRACK T & B
SEE ARCH
CONT. 1/4" BENT PLATE
CONT. L6x4x5/16 LLH
EA. STUD TYP.
STOREFRONT
PER ARCH
3-12
3-12
EA. STUD TYP.
CONT. 1/4" BENT PLATE
3-12
3-12
FINISH PER ARCH
A1.3
SEE PLAN
SEE ARCH
SEE ARCH
SKYLIGHT ASSY
SEE ARCH
1' - 0 5/8"
L3x3x1/4 KICKER @ 5'-0" OC
UP TO TOP FLANGE OF
ADJACENT BEAM
SEE PLAN
CONT. HORIZ.
6" x 1 5/8" x 16 ga. STUD
6" x 1 5/8" x 16 ga. STUD @ 16" OC w/ CONT. TRACK T & B
CONT. C10x30
W14x22
EXST MASONRY WALL
EXST CONC.
ROOF SLAB
EXST ROOFING
PATCH & REPAIR
AS REQ'D
ROOFING
PER ARCH
CONT. HORIZ.
6" x 1 5/8" x 16 ga. STUD
6" x 1 5/8" x 16 ga.
STUD @ 16" OC
w/ CONT. TRACK T & B
SEE ARCH
CONT. 1/4" BENT PLATE
CONT. L3x3x1/4
EA. STUD TYP.
STOREFRONT
PER ARCH
3-12
3-12
EA. STUD TYP.
CONT. 1/4" BENT PLATE
3-12
3-12
FINISH PER ARCH
A1.1
4" x 1 5/8" x 16 ga.
STUD @ 16" OC
w/ CONT. TRACK T & B
3"
1"
EXST CONC. COL. EXST CONC. BEAM
SEE PLAN
HSS5x5x1/4 POST
1/2" CAP PLATE
w/ (4) 3/4"Ø THRU BOLTS
1/2" GUSSET PLATE (TYP.)
L4x4x1/4
TYP.
TYP.
D1 S-323
1"
1"
1/ 2"
1/2"
2" 5" 2"
2" 4"
1" 2"
BASE PLATE
3/4" x 9" x 9" w/
(3) 1/2"Ø EPOXY
ANCHORS, EMBED. 6"
EXST CONC.
COL. (BELOW)
EXST CONC.
BM (BELOW)
EXST CONC. COL. EXST CONC. BEAM
SEE PLAN
HSS5x5x1/4 POST
1/4" CAP PLATE
1/2" GUSSET PLATE (TYP.)
L4x4x1/4 (TYP.)
TYP.
TYP.
B2 S-323
3/8" SHEAR TAB (TYP.)
BASE PLATE
3/4" x 9" x 11" w/
(4) 1/2"Ø EPOXY
ANCHORS, EMBED. 6"
EXST CONC.
COL. (BELOW)
EXST CONC.
BM (BELOW)
2" 3 1/2" 3 1/2"
2"
2" 1"
1" 3"
2"
1" 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.
A1.1
SEE ARCH
1' - 0 1/8" 1/2"
SEE PLAN
6" x 1 5/8" x 16 ga. STUD @ 16" OC w/ CONT. TRACK T & B
EXST
MASONRY WALL
EXST CONC.
ROOF SLAB
EXST ROOFING
PATCH & REPAIR
AS REQ'D
ROOFING
PER ARCH
CONT. 1/4" BENT PLATE
w/ 3/4"Ø x 6" WELDED HEADED
STUD @ 12" OC
3-12 VSC
FINISH PER ARCH
SEE PLAN
PLATE 1/4"x4"x16" @ 32" OC
A1.3
SEE ARCH
1' - 0 5/8"
SEE PLAN
6" x 1 5/8" x 16 ga. STUD @ 16" OC w/ CONT. TRACK T & B
EXST CONC.
ROOF SLAB
EXST ROOFING
PATCH & REPAIR
AS REQ'D
ROOFING
PER ARCH
CONT. 1/4" BENT PLATE
3-12
6 5/8" 6"
5 1/2" 1/2"
VSC
SEE PLAN
6"
SAWCUT & RMV SLAB
AFTER W BEAM INSTALL
NON-SHRINK
GROUT
AS REQD
CONT. 1/4"
BENT PLATE
1/8" Ƶ CLIP @ 18" o.c.
w/ 3/16" TAPCON
3/16
PLATE 1/4"x4"x16" @ 32" OC
US Army Corps of Engineers ®
SHEET ID
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File Path:
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Autodesk Docs://West Point Bldg 606/219208-WP606-S20.rvt
10/10/2025 10:05:24 AM
S-323
BLDG 606
R 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:
D7
FRAMING DETAIL (SOUTH SKYLIGHT)
NO SCALE SCALE:
D3
FRAMING DETAIL (NORTH SKYLIGHT)
NO SCALE SCALE:
E1
FRAMING DETAIL
NO SCALE SCALE:
D1
PLAN DETAIL
NO SCALE SCALE:
B1
FRAMING DETAIL
NO SCALE SCALE:
B2
PLAN DETAIL
NO SCALE SCALE:
A9
FRAMING DETAIL
NO SCALE SCALE:
A7
FRAMING DETAIL
NO SCALE SCALE:
A5
FRAMING DETAIL
A
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