S-315_AM 6.pdf
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- Solicitation number
- W912DS25RA002
About this file
This document is a structural engineering framing detail drawing for Building 606 at West Point, showing multiple detailed cross-sections and technical specifications for construction framing. The drawings include various framing details (labeled E1, F6, D6, A1, etc.) depicting complex structural connections involving concrete walls, steel columns, beams, angles, and attachment methods. Specific technical elements include HSS headers, continuous girts, steel shims, bond beams, masonry walls, and detailed instructions for selective masonry removal, concrete slab modifications, and structural reinforcement. The drawings provide precise measurements, material specifications (such as CMU walls, steel sections, and anchor types), and installation guidance for structural modifications, with annotations referencing architectural coordination and specific installation requirements.
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Text version
E X
G . R
O O
F C
O N
S T
R
4" 6"
2"
STONE VENEER
PER ARCH
T/ WINDOW OPN'G
SEE ARCH
TEMP. SHORE @ EA. BEAM
PRIOR TO MASONRY
REMOVAL AS REQUIRED.
HSS, SEE ELEVATION
CONT. L7x4x3/8 LLV (GALV.)
8" CMU WALL w/ #5 VERT. @ 24" OC IN GROUTED
CELLS. TOOTH INTO EXST CMU EA. ENDSTONE VENEER
PER ARCH.
CONT. BOND BEAM w/ (1) #4
CONT. BOND BEAM w/ (1) #4
SEE NOTE A
NOTE A:
EXST L4x4x5/16 (V.I.F.) PROVIDE
1/2"Ø EPOXY ANCHORS @ 32" OC
EMBED. 4 1/2" (IN EXST ANGLE
HOLES). REPLACE ANGLE IN KIND
AS REQ'D.
PROVIDE WELDABLE COUPLER (TYP.)
2'
G R
O U
T S
O
LI
D (x
'-0
" W
ID
E
C E
N
TE
R E
D O
N C
O L.
HSS COL., SEE ELEVATION
EXST CMU WALL
EXST FLOOR
BASE PLATE 3/4"x6"x8"
CENTERED ON COL.
1/4" LEVELING PLATE TO
MATCH BASE PLATE
3/4" NON-SHRINK,
NON-METALLIC GROUT
3"
(2) 1/2" Ø
ADHESIVE ANCHOR
EMBED. 6"
1'
E X
G . R
O O
F C
O N
S T
R
8" CMU WALL w/ #5 VERT. @ 24" OC IN GROUTED
CELLS. TOOTH INTO EXST CMU EA. ENDSTONE VENEER
PER ARCH.
STONE VENEER
PER ARCH
T/ WINDOW OPN'G
SEE ARCH
HSS HEADER,
SEE ELEVATION
CONT. L7x4x3/8 LLV (GALV.)
EXST BEAM BEYONDCONT. GIRT,
SEE ELEVATION
HSS COL.,
SEE ELEVATION
D6 S-315
STEEL SHIMS
AS REQ'D. WELD
SHIMS.
1/4" CAP PLATE
CONT. BOND BEAM w/ (1) #4
CONT. BOND BEAM w/ (1) #4
SEE NOTE A
NOTE A:
EXST L4x4x5/16 (V.I.F.) PROVIDE
1/2"Ø EPOXY ANCHORS @ 32" OC
EMBED. 4 1/2" (IN EXST ANGLE
HOLES). REPLACE ANGLE IN KIND
AS REQ'D.
TYP. T & B
HSS HEADER
SEE ELEVATION
HSS COL.
SEE ELEVATION
L4x4x1/4 x 0'-4" T & B
CONT. GIRT (BEYOND)
SEE ELEVATION
2 1/2" 4" 2 1/2"
1/
2"
1/ 2"
9"
5"
1/ 2"
1/2"1/2"
GIRT,
SEE ELEVATION
1/2" END PLATE
(2) 3/4" Ø
EXP. ANCHORS
EXST CMU WALL
BF.7
SEE PLAN
CEILING
SEE ARCH
PROVIDE
DEFLECTION
HEAD
STOREFRONT
SEE ARCH
CURTAIN WALL
SEE ARCH
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
1' - 11 1/4"
CONT. L5x3 1/2x1/4 (TYP. T&B)
CONT. TRACK (TYP.)
4" x 1 5/8" x
16 GA CFM
FRAME @
16" o.c. (SEE
ARCH FOR
GEOMETRY)
CONT. CFM
CORNER
3-12
TYP.
6" 6"
TYP.
#4 CONT.
SEE A5/S-319 FOR
DETAIL @
SLAB EDGE
ANGLE BRACKET
SEE PLAN
B11.1
E X
G . S
LA
B
C O
N S
T R
EXST CONC. BEAM
4"
1/4" PLATE
SELECTIVE MASONRY REMOVAL
FOR NEW WINDOW OPNG.
COORD. w/ ARCH.
REMOVE EXST CONC.
ENCASEMENT AS REQD TO
INSTALL NEW BEAM
REMOVE EXST CONC. SLAB AS
REQD TO INSTALL NEW COL.
INFILL OPNG w/ CONC. AFTER COL.
& POUR STOPS ARE INSTALLED
3/8" SHEAR TAB (TYP.)
EXST BM
W12
SEE PLAN
EXST MASONRY WALL
L6x4x5/16 LLV w/ 1/2"Ø ADHESIVE
ANCHOR @ 12" OC. EMBED. 4"
COORD LENGTH w/ ARCH.
1/4" BENT PLATE w/ (2)
1/2"Ø ADHESIVE
ANCHORS EMBED. 4"
3/8" BENT PLATE POUR
STOP NOTCHED &
WELDED AROUND COL.
COL. SEE SCHED.
BRICK,
SEE ARCH.
CONT. L6x4x5/16, COORD. LENGTH w/ ARCH.
8" CMU TO
CONC. BEAM
ABOVE
1/2" Ø ADHESIVE ANCHOR
@ 6" O.C. EMBED. 4 1/2"
MASONRY LINTEL
PER D9/S-302
4"
BA.2
SEE PLAN
CEILING
SEE ARCH
PROVIDE
DEFLECTION
HEAD
STOREFRONT
SEE ARCH
CURTAIN
WALL
SEE ARCH
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
1' - 5 1/4" 3-12
6"
4" 6" CONT. L5x3 1/2x1/4 (TYP.)
CONT. TRACK (TYP.)
3-12
TYP.
TYP.
4" x 1 5/8" x 16
GA CFM FRAME
@ 16" o.c. (SEE
ARCH FOR
GEOMETRY)
CONT. CFM
CORNER
POWDER ACTUATED
FASTENER PER
C9/S-310
BA.3
7 1/4"
VARIES
6"
EXST CONC.
SLAB & BEAM
C12
FULL LENGTH, B/S
3/4" Ø THRU-BOLT
@ 18" OC w/ EPOXY.
EXST STEEL
BEAM. CUT
END TO
INSTALL
NEW C12
REINF.
TEMP. SHORE
AS REQD
3/8" EXTENDED
SHEAR TAB
BA.1BA
4"
EXST BRICK
VENEER
REMOVE & REBUILD
BRICK VENEER AS
REQD TO MATCH EXST.
COL. & BASE PLATE
SEE SCHED.
EXST SLAB.
CURTAIN WALL
PER ARCH
EXST CONC.
BEAM
EXST CONC. COL.
CONT. L8x4x7/16 w/
1/2"Ø ADHESIVE
ANCHORS @ 18" OC
EMBED. 4"
SEE PLAN
EXST W12
BEAM
ALIGN
EXST FLOOR
CONSTR.
EXST BEAM
REMOVE EXST
CONC. AS REQ.
CONT. L5x5x5/16
L4x4x1/2 x 4" LG
@ 24" OC
REMOVE EXST
CONC. AS REQ.
1/4 2
1/4 2
1/4
1/4
EXST CONC.
OVER 3" DECK
7"
L3x3x1/2 x 0'-6"
LG @ 2'-0" OC
EXST ARCH. FINISH
CLEAN AND CUT EXST
CONC TO FLAT SURFACE
ARCH. FINISH
CONT. L4x4x1/4 x4" LG @ 24" OC
SEE A7/S-315 FOR ANGLE
ATTACHMENT EA. END.
EXST 12I
BEAM
EXST FILL
EXST SLAB
EXST TOPPING
SEE DEMO DWG'S
EXST SLAB BLOCK
EXST FILL
EXST TOPPING
1/2" ⌀ THRU BOLT
L4x4x1/4, CONT.
L5x3x3/8, LLH,4" LG
EXST BEAM, SEE PLAN
EXST CONC BEAM
CONT. 1/4" BENT PLATE
NON-SHRINK GROUT
AS REQD
2" 2"
EXST FILL
EXST SLAG BLOCK
1/2" ⌀ EPOXY ANCHOR,
3" EMBEDMENT @ EA
BENT PLATE, CENTERED
1/4" BENT PLATE x 4"
LG @ 24" OC
2"
SHAFT WALL
SEE PLAN
5"
CMU PARTITION
SEE ARCH
EXST CONC
WALL
REMOVE PORTION OF
EXST CONC. AS REQD
TO INSTALL ANGLE
CONT. L4x4x3/8
L5x5x3/8 x 0'-6" LG w/ (3) 3/16" Ø
TAPCONS
EXST CONC
SOG
EXST FLOOR
CONSTR.
EXST BEAM
REMOVE EXST
CONC. AS REQ.
L3x3x3/8 x 0'-6"
@ 24" OC
CONT. L4x4x3/8
SEE PLAN
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 10:05:16 AM
S-315
BLDG 606
F L O
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IT
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M Y
W
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T P
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IN
T N
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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.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:
D8
FRAMING DETAIL
NO SCALE SCALE:
F6
FRAMING DETAIL
NO SCALE SCALE:
D6
FRAMING DETAIL
NO SCALE SCALE:
C9
FRAMING DETAIL
NO SCALE SCALE:
E3
FRAMING DETAIL
NO SCALE SCALE:
E1
FRAMING DETAIL
NO SCALE SCALE:
C2
FRAMING DETAIL
NO SCALE SCALE:
C7
CONC. BEAM REINF. DETAIL
NO SCALE SCALE:
A9
DETAIL
SCALE: 3/4" = 1'-0"
A4
FRAMING DETAIL
SCALE: 3/4" = 1'-0"
C6
FRAMING DETAIL
SCALE: 3/4" = 1'-0"
A7
FRAMING DETAIL
SCALE: 3/4" = 1'-0"
A6
FRAMING DETAIL
NO SCALE SCALE:
A1
FRAMING DETAIL
NO SCALE SCALE:
C1
FRAMING DETAIL
A
D D
E N
D U
M
/1
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File details come from the government source that posted it. Updated .