S-312_AM 6.pdf
PDF 390 KB Posted
- Solicitation number
- W912DS25RA002
About this file
This structural engineering drawing set depicts detailed framing and beam connection details for Building 606 at West Point, likely part of a renovation or modification project. The technical drawings include multiple scaled views showing connection methods between existing concrete structures, new steel beams, and various structural elements. Key technical details include specifications for steel beam connections, bearing pad installations, adhesive anchors, reinforcement plates, and modifications to existing concrete and masonry structures. The drawings cover multiple framing and connection scenarios across different grid locations, with notations for specific material requirements such as non-shrink grout, welded connections, and precise measurements for beam and column interfaces. The document is part of a structural engineering set for Sheet S-312, dated 10/10/2025, and appears to be an addendum to a larger construction documentation set for the U.S. Army Corps of Engineers.
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Text version
3/16"
TYP.
3/16" THICK
Z-CLIPS @ 24" OC
STAGGERED TYP
1/4" Ø "TAPCON"
SCREWS
EXST SLAB
DRYPACK w/
NS GROUT
NEW BEAM SEE PLAN
EXST FLOOR
CONSTR.
REMOVE EXST
CONC. AS REQ.
W-BEAM,
SEE PLAN
1/2" PLATE
EXST BEAM
6"
1/4"
1/4"
1/4"
2" RETURN, T&B4"
1/
2"
3"
1/4"CONT.
L4x4x1/4
EXST FLOOR
CONSTR.
REMOVE EXST
BEAM AFTER
SHORING COMPLETE
(LOC. VARIES)
EXST BEAM
8" CMU
SAW CUT & REMOVE EXST
FLOOR CONSTR. AS REQ'D
V.I.F.
CONT. 1/4" BENT PLATE
w/ 5/8"Ø SCREW ANCHOR
@ 8" OC EMBED 5"
3/16 3-12
CONT.
HSS5x5x1/4
REMOVE EXST MASONRY
AFTER SHORING
EXST FLOOR
CONSTR.
EXST CHANNEL
W BEAM,
SEE PLAN
1/4 2-12
@ EA. CHANNEL
2-12
14" ±
TEMP. LINE
SHORE
AS REQ'D
TEMP. LINE
SHORE
AS REQ'D
EXST LIMESTONE
WALLW BEAM,
SEE PLAN INFILL w/
MASONRY
GROUT
1" NON-SHRINK GROUT
1' - 0"
2"6"4"
BEARING PLATE 1/2"x18"x6" w/ (2) 1/2" Ø ADHESIVE ANCHORS EMBED 4". PROVIDE 1/4" x1" x (Bf + 2")
ROCKER PLATE. SHOP WELD & CENTER
ON BRG. PLATE
6"x12"x24" CONC.
BEARING PAD
w/ (2) #4 CONT.
3/16
ROCKER PLATE
TO BEAM FLANGE
NEW WF BEAM
SEE PLAN ⅃L5x3x3/8 CONX.
REMOVE EXST
CONC.
ENCASEMENT
AS REQ.
CONT. 1/4" BENT PLATE,
CUT AROUND EXST
BEAM END.
EXST BEAM
C9x15 B/S
3/16 3-12
3/16
1/8" A36 STRAPS @ 18" OC
WELDED TO
BENT PL
1/4
12"
1"
CONT. CLOSURE
STRIP (TYP.)
CO
NS
TR
EX
G.
FL
OO
R
CONT. L6x4x5/16 LLV
L4x4x1/4 x 0'-6" @ 24" OC w/ (2) 1/2"Ø ADHESIVE ANCHORS
EMBED 4 3/4"
3/4" CAP PL
(4) BOLT CONX.
3/4" BASE PL
(4) BOLT CONX.
3/8" WEB
STIFF. PL
W BEAM
SEE PLAN
3/8" END PL
4' - 4 1/2"
HSS 6x6
HSS COL
W.W.F
PL
AN
SE
E
3/16
3/16
3/16
3/16
BA.2.3 BA.3
NOTE:
SEE C2/S-315
FOR ADDL INFO
NOT SHOWN.
FACE OF EXST
MASONRY
PILASTER
1"
7"
SEE B9/S-316
SAWCUT & REMOVE
SLAB (BEYOND) AFTER
W BEAM IS INSTALLED.
REFER TO E1/S-312 FOR
CONNECTION DETAIL
NEW W BEAM
EXST CONC.
BEAM
EXST CONC.
SLAB
3/4" Ø THROUGH
BOLT @18" OC
L6x4x5/16
CONT. LLV B/S.
CONT. CLOSURE
STRIP (TYP.)
EXST CONC BM
SEE PLAN FOR
DECK DIRECTION (TYP.)
3/4" Ø ADHESIVE ANCHOR
EMBED 6", @ 18" OC
L6x4x5/16
CONT. LLV
2"
SE
E
PL
AN
EXST CONC. SLAB
EXST CONC. BEAM
CONT. CLOSURE
STRIP (TYP.)
EXST FLOOR
CONSTR.
EXST BEAM
REMOVE EXST
CONC. AS REQ.
5/16 3-12
5/16 3-126" @
EA. END
CONT. W6x25 LENGTH = 23'-0"
ALIGN WEST END OF W6 WITH
WEST END OF EXST BEAM
3" 3" 4" 4"
EXST ROOF SLAB.
3/4" ⌀ THRU BOLT w/ EPOXY, CENTERED ON CHANNEL (TYP.)
EXST CONC. COL.
C12, SEE PLAN
EXST CONC.
BEAM BEYOND
4" 4"
3" 3"
E Q
E Q
3/8" SHEAR TAB
9"x9"x3/8" PL w/
(4) 5/8" ADHESIVE
ANCHORS EMBED 6"
FACE OF
EXST CONC.
3/16
3-SIDES
1/4
1/
2" 6"
1/
2"
1 1/2" 6" 1 1/2"
B-B
DETAIL B-B
9"x9"x3/8" PL w/
(4) 5/8" ADHESIVE
ANCHORS EMBED 6"
3/8" SHEAR TAB
EXST 18" ± MASONRY STEM
WALL TO BE REMOVED
DOWN TO 1ST FLOOR
REMOVE. EXST TOPPING SLAB
AS REQ'D. REPLACE w/
3" TOPPING SLAB TO MATCH
REMOVE. EXST W.P.
EXST SLAB
TO REMAIN
EPS THICKNESS
REQ. TO BRING 3"
TOPPING TO FIN.
FL. ELEVATION
EXST CHANNEL
TO REMAIN
EXST BEAM
TO REMAIN
REMOVE EXST
CONC. AS REQ.
CONT. L3x3x1/4
L3x3x1/4 x 0'-6" LG
@ 24" OC
CMU PARTITION
PER ARCH
COMPRESSIBLE FILLER
CONT. L6x4x3/8 LLV w/
1/2"Ø EXP. ANCHOR @ 16" OC
INTO SLAB ON METAL DECK B/S
3-12
W.W.F.
SEE PLAN
W-BEAM
SEE PLAN
CURTAIN WALL
PER ARCH
VSC
1 1/2" 1' - 4"
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.
SAWCUT & RMV SLAB
AFTER W BEAM INSTALL
1/8" Ƶ CLIP @ 18" o.c.
w/ 3/16" TAPCON
SEE PLAN 3/16
SEE PLAN
EXST FILL
EXST SLAG BLOCK
CONT. 1/4" BENT PLATE
NON-SHRINK
GROUT
AS REQD
EXST CONC. SLAB
EXST CONC. WALL
SOG
SEE PLAN
#4 x 1'-0" DOWELS
@ 12" OC EMBED 6"
INTO EXST CONC
w/ EPOXY
EXST BEAM.
REMOVE EXST
CONC. AS REQ'D.
EXST BEAM.
REMOVE EXST
CONC. AS REQ'D.
L6x4x5/16x0'-5" LLV B/S OF HSS w/ 3/4"Ø
THRU BOLT IN 2" VSH
BASE PLATE
1/2" x 5" x 7"
HSS6x4x3/8 POST CENTERED
ON STAIR STRINGER
4"
STAIR STRINGER
PER 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 10:05:13 AM
S-312
BLDG 606
F L O
O R
F R
A M
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W
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T P
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IN
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Y P
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W Y
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K D
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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
TYP. FRAMING DETAIL
NO SCALE SCALE:
E8
FRAMING DETAIL
NO SCALE SCALE:
C8
FRAMING DETAIL
NO SCALE SCALE:
A9
FRAMING DETAIL
NO SCALE SCALE:
E6
BEAM BR'G DETAIL (EXG. MASONRY)
NO SCALE SCALE:
C3
FRAMING DETAIL
NO SCALE SCALE:
C6
FRAMING DETAIL
NO SCALE SCALE:
E4
FRAMING DETAIL
NO SCALE SCALE:
F3
FRAMING DETAIL
NO SCALE SCALE:
F5
FRAMING DETAIL
NO SCALE SCALE:
C1
BEAM REINF. DETAIL
NO SCALE SCALE:
A5
BEAM REINF. DETAIL
NO SCALE SCALE:
E1
TYP. BEAM CONNECTION @ EXG. CONC.
NO SCALE SCALE:
A3
DETAIL
NO SCALE SCALE:
A1
FRAMING DETAIL
NO SCALE SCALE:
F1
FRAMING DETAIL
NO SCALE SCALE:
F6
FRAMING DETAIL
A
D D
E N
D U
M
/1
/2
NO SCALE SCALE:
A7
FRAMING DETAIL
File details come from the government source that posted it. Updated .