S-113_AM 6.pdf
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- Solicitation number
- W912DS25RA002
About this file
This is a structural engineering drawing for Building 606 at West Point, showing detailed framing plans and construction details for an east wing screen wall and rooftop unit (RTU) dunnage. The drawing includes a screen wall framing plan for the upper east wing (Sheet D1) and a dunnage framing plan for RTU-R2 (Sheet D6), along with multiple framing detail sections. Key technical specifications include:
Structural elements feature various steel components such as W-beams, HSS posts, C-channels, and L-angles, with specific notes indicating all exterior structural steel must be hot-dipped galvanized. The framing plans show precise dimensional measurements, connection types, and positioning of structural members, with additional notes emphasizing the need to coordinate dimensions with actual purchased equipment. The document is part of a structural design set for the US Army Corps of Engineers, specifically for West Point's Building 606, and is dated 10/10/2025.
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Text version
A1.9 A2.7 A3.2
AC
CL1
AD
C8x11.5 C8x11.5 C8x11.5
C 8x
.5
C 8x
.5
C8x11.5C8x11.5
6' - 6" ± 9' - 4 1/16" ±
6'
1/
2"
2'
1/
2"
2'
/2
/4
4'
3/
8"
4' - 7 7/16" 14' - 3" ± 13' - 3" ± 9' - 4 1/16" ±
B9 S-322
B9 S-322
B9 S-322
C 8x
.5
C 8x
.5
C8x11.5
A4 S-322
A4 S-322
TYP.
TYP.
TYP.
TYP.
A4 S-322
TYP.
TYP.
C 8x
.5
3'
1/
8"
NOTES:
1. TOP OF UPPER SCREEN WALL STEEL ELEVATION = 230'-9" UNLESS NOTED
(+/-) THEREFROM.
2. -DENOTES MOMENT CONNECTION.
3. DUNNAGE FRAMING NOT SHOWN HERE FOR CLARITY.
4. COORDINATE ALL DIMENSIONS WITH ACTUAL EQUIPMENT PURCHASED.
5. ALL EXTERIOR STRUCTURAL STEEL TO BE HOT-DIPPED GALVANIZED.
A1.9 A2.7 A3.2
AC
CL1
AD
W x2
W x5
W16x57
W x5
5"
1'
1/
4"
/4
2'
/2
4' - 7 7/16" ± 14' - 3" ± 6' - 9" ± 6' - 6" 4' - 0 11/16" 5' - 3 3/8"
3'
1/
8"
2'
1/ 2"
L3 X3
X1 /4 L3X3X1/4
PIPE6SCH40PIPE6SCH40
PIPE6SCH40
PIPE6SCH40
(TO
E D
O W
N
TYP.)
W10x22
W10x22
PROPOSED
RTU-R-2
ABOVE
L3X3X1/4 L3X3X1/4
W16x36
W16x36
PIPE6SCH40
PIPE6SCH40
W x2
W10x22
W10x22 W16x36
W16x36
W16x57
L3 X3
X1 /4 L3X3X1/4
L3X3X1/4 L3X3X1/4
W x2
41' - 5 1/2"
W16x57
W16x57
M-1
M-1 M-2
M-2
C8x11.5W8x15 +W8x15 + C8x11.5 C8x11.5W8x15 +
W10x22W x2
W x2
L3 X
3X 1/
L3 X
3X 1/
L3X 3X
1/4
L3 X3X
1/ 4 L3X3X1/4
C 8x
.5
W 8x
C 8x
.5
W 8x
W 8x
C 8x
.5
W 8x
C 8x
.5
C8x11.5W8x15 +C8x11.5W8x15 +W10x22W10x22W10x22
L3X3X1/4
W10x22
L3X3X1/4
L3X3X1/4 L3X3X1/4 L3X3X1/4
SEE
NOTE #5
SEE
NOTE #5
HSS8x8x1/4 POST HSS8x2x1/4 POST HSS8x2x1/4 POST HSS8x2x1/4 POST HSS8x8x1/4 POST
HSS8x3x1/4 POST
HSS8x3x1/4 POST
HSS8x3x1/4 POST
HSS8x8x1/4 POST
HSS8x2x1/4 POSTHSS8x2x1/4 POST
C8x11.5
W8x15 +
0 " T
Y P.
2L3x3x1/4
BRACE UP
2L3x3x1/4
BRACE UP
0" 0"
W x2
W x2
G G
G G
G
G
G G
B9 S-322
TYP.
B9 S-322
TYP.
TYP.B9
S-322
0"
0"
2L3x3x1/4
BRACE UP
2L3x3x1/4
BRACE UP
A4 S-322
A4 S-322
TYP.
TYP.
A4
S-322
TYP.
KBKB KB KBKB KB KB
KB
KB
KB
KBKB
KB
KB
M-1
M-1
M-2
0"
2L3x3x1/4
BRACE UP
0"
2L3x3x1/4
BRACE UP
L3X3X1/4
L3X3X1/4
L3X3X1/4
L3X3X1/4
L3X3X1/4
L3X3X1/4
W10x22
HSS8x2x1/4 POST
C 8x
.5
W 8x
3'
1/
8"
M-1
NOTES:
1. TOP OF STEEL ELEVATION = 221'-1"± UNLESS NOTED (+/-) THEREFROM.
2. COORDINATE ALL DIMENSIONS WITH ACTUAL EQUIPMENT PURCHASED.
3. RTU DESIGN WEIGHT (INCLUDING CURB): 26,000 LBS.
4. M-# - DENOTES MOMENT CONNECTION LOCATIONS. REFER TO
A7/S-311 FOR MOMENT CONNECTION DETAILS.
5. DUCT PENETRATIONS, COORD. SIZE & LOCATION w/ MECH. DWGS.
6. - DENOTES 1 1/2" METAL GRATING.
7. KB - DENOTES LOCATION OF L3 1/2x3 1/2x3/8 DIAGONAL KNEE BRACE.
SEE DETAIL A3/S-325.
8. ALL EXTERIOR STRUCTURAL STEEL TO BE HOT-DIPPED GALVANIZED.
G
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
3/8" x PLATE
@ 32" OC
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.
10"
SEE ARCH
LIGHT GAUGE CLIP
w/ VSH @ EA. STUD
1" G
A P
6"x1 5/8"x16 ga. STUDS
@ 16" OC
EOS
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
3/8" x PLATE
@ 32" OC
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 ARCH
LIGHT GAUGE CLIP
w/ VSH @ EA. STUD
6"x1 5/8"x16 ga. STUDS
@ 16" OC
PLAN
SEE
SEE PLAN
EOS
4"
3-12
W.W.F.
SEE PLAN
W-BEAM
SEE PLAN
CURTAIN WALL
PER ARCH
VSC
1 1/2"
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.
LIGHT GAUGE CLIP
w/ VSH @ EA. STUD
6"x1 5/8"x16 ga. STUDS
@ 16" OC
SEE PLAN
BEAM
SEE PLAN
CONT. 1/4" BENT
PLATE CLOSURE
BOTH SIDES
SEE PLAN
FOR SLAB
INFO.
6"x1 5/8"x16 ga. STUDS
@ 16" OC
1" G
A P
LIGHT GAUGE CLIP
w/ VSH @ EA. STUD
6"x1 5/8"x16 ga. STUDS
@ 16" OC
SEE PLAN
CONT. 1/4" BENT PLATE
SEE PLAN
FOR SLAB INFO.
1" G
A P
6"x1 5/8"x16 ga. STUDS
@ 16" OC
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
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C O
N T
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C T
N O
S O
L
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IT
A
T
IO
N N
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2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
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File Path:
Plot Date:
M A
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D E
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Autodesk Docs://West Point Bldg 606/219208-WP606-S20.rvt
10/10/2025 10:04:59 AM
S-113
BLDG 606
M
IS
C E
L L A
N E
O U
S F
R A
M
IN
G P
L A
N S
U N
IT
E
D S
T A
T E
S M
IL
IT
A R
Y A
C A
D E
M Y
W
E S
T P
O
IN
T N
Y P
N
F
Y
N E
W Y
O R
K D
IS
T
R
IC
T N
E W
Y O
R K
N
Y
M M
F
T
H C
H
Q P
K
M M
M
A Y
W D
S C
Q P
K J
O B
N O
.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
SCALE: 1/4" = 1'-0"
D1
SCREEN WALL FRAMING PLAN (UPPER) - EAST WING
SCALE: 1/4" = 1'-0"
D6
DUNNAGE FRAMING PLAN @ RTU-R-2
A
D D
E N
D U
M
/1
/2
NO SCALE SCALE:
A8
FRAMING DETAIL
NO SCALE SCALE:
A6
FRAMING DETAIL
NO SCALE SCALE:
A5
FRAMING DETAIL
NO SCALE SCALE:
A3
FRAMING DETAIL
NO SCALE SCALE:
A1
FRAMING DETAIL
1 1
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