S-110_AM 6.pdf
PDF 367 KB Posted
- Solicitation number
- W912DS25RA002
About this file
This structural engineering drawing is a Roof Framing Plan for Building 606 at West Point, depicting the east-side roof structural layout at 1/8" = 1'-0" scale. The detailed plan shows complex framing elements including multiple steel beam types (W10x22, W14x22, W16x31), existing and proposed structural components, skylights, temporary shoring requirements, and mechanical equipment support frames. Key technical details include precise dimensional measurements, beam preloading notes to offset deflections, elevation references, and specific structural annotations for roof openings, mechanical room frames, and elevator penthouses. The drawing is part of a comprehensive structural engineering set, specifically sheet S-110, dated for an October 2025 plot, and bears the U.S. Army Corps of Engineers official seal.
View the file
Other files
Show 40 more
50 files listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
B11 A1 A1.3 A1.5 A1.9 A2 A3A2.7 A3.2 A3.7 A4 A4.2 A4.4 A4.6 A5 A5.1 A6
BA
BB
CL2
BC
BE
BF
BG
BH
AA
AB
AC
CL1
AD
AE
B12
BE.3
BF.7
A1.1
BB.9
BA.2
W x3
3'
5"
/8
/8
1' - 8" ± 15' - 6" ±
1' - 11" 1' - 2" ±
1' - 8" ± 5' - 5 7/8" 5' - 5 7/8" 4' - 6 1/4"
3/
8"
6"
3"
8'
3/
8"
/8
2'
1/
2" 1'
4"
W x2
W x2
W14x22
W x2
W x2
W10x22
W16x31
W10x22
W x3
W x3
W x3
W16x31
W x2
W14x22 W14x22
W14x22
W x2
W x2
W x2
W x2
W14x22
W10x22
W x2
W x2
W x2
W10x22
3/
8"
W x2
6"
EXST 14"x28"
EXST 14"x28"
SKYLIGHT
SKYLIGHT
W x2
W x2
W x2
0" 0"
0"
W x2
/2
W x2
/2
/2
EX
ST
"x
EX
ST
"x
EX
ST
"x
EXST 8"x16" EXST 8"x16"
EXST 8"x16"
EX
ST
"x
EX
ST
"x
EX
ST
"x
EX
ST
"x
EXST 8"x16"EXST 8"x16" EXST 8"x16"
M C x5
M C x5
C x5
C x5
C x5
C x5
TEMP. SHORE
& REMOVE EXST
CONC. COL. DOWN
TO EL. 204'-1"
TEMP. SHORE
& REMOVE EXST
CONC. COL. DOWN
TO EL. 204'-1"
19' - 1" ± 7' - 1" ± 8' - 3" ± 13' - 7" ±
1' - 3" ±
13' - 0" ± 8' - 5" ± 4' - 10" ± 13' - 3" ± 6' - 10 1/2" ± 6' - 4 1/2" ± 13' - 3" ± 13' - 3" ± 13' - 2" ±
1' - 7" ±
28' - 9" ±
1/ 2"
5/
5'
/1 6"
/2
/2
5'
0"
5'
0"
1/ 2"
PROPOSED
RTU-R-2
ABOVE
EX
ST
"x
EX
ST
"x
S-113 D6
DUNNAGE
FRAME ABV
FOR RTU-R-1
DUNNAGE
FRAME, SEE
B7/S-114
EX
ST
"x
EX
ST
"x
EX
ST
"x
EX
ST
/2 "x
EX
ST
"x
PROPOSED
OAU-R-1
ABOVE
S-116 A8
DUNNAGE
FRAME ABV
M L
M L
BB.1
M A
T C
H
LI
N E
M A
T C
H
LI
N E
A
S
-1
A
S
-1
M C x5
M C x5
EX
ST
C1 5X
EX
ST
C1 5X
EXSTC6X8
EX
ST
C1 2x
.5
EX
ST
9I2
EXSTC6X8
EX
ST
C6 X8
EX
ST
C9 X1
3.
EXST20I59
W16x26
W16x26
W x2
W x2
OPEN
D
D
B11.1
F4 S-325
F4 S-325
F4 S-325
F4 S-325
F9 S-322
TYP.
F4 S-325
F4 S-325
F4 S-325
F4 S-325
F6 S-322
TYP.
EXST 8"x20"EXST 8"x20"EXST 8"x20"EXST 10"x20" EXST 8"x20"
EX
ST
"x
EX
ST
"x
EXST 10"x20"
EX
ST
0" x2 0"
EX
ST
"x
EXST15x23.5 EXST9I21
EX
ST
C1 0x
EX
ST
C1 0x
EX
ST
C1 0x
W x2
S-112
A8 ELEV. PENTHOUSE
ROOF FRAME ABV
S-113 D1
UPPER
SCREEN WALL
FRAME ABV
F3 S-322
6' - 2 1/2" 4' - 9 1/4"
W12x26
W12x26
S-112 E8
ELEV.
MACHINE
ROOM FRAME
ABV
ELEV.
O P
E R
A B
LE
P
A R
T
IT
IO
N
B E
LO
W
P
LF
A7 S-322
M-2
W x2
W10x22
PIPE6SCH40
PIPE6SCH40
PIPE6SCH40
PIPE6SCH40 PIPE6SCH40 PIPE6SCH40UP UP UP
UP
UP
UP
A2 S-203
A9 S-203
A6 S-203
A4 S-203
15k
D2
D2
D2
D2 D2
D2 D2
D2 D2 D2
D2
D2
D2
D2
D2
D
F1 S-314
D1 S-314
EQ EQ EQ
D7 S-323
D3 S-323
W x2
/2
W10x22 ( -65 1/2" ±)
D1
IN-FILL EXST
ROOF OPENING
D1 S-314
D6 S-322
A9 S-323
6"
6"
6"
C x3
SOUTH END
OF C10x30
A7 S-323
BA.2.3
6"
1/ 2"
W14x22
W x2
W x2
S-325 F9
S-325 F9
S-325 F9
S-325 F7
S-325 F7
S-325 F7
NOTE:
PRELOAD NEW CHANNEL BEAMS TO
OFFSET ADDITIONAL DEFLECTIONS.
REFER TO DETAILS AND SEQUENCE
NOTES (C9/S-110) FOR ADDL INFO
(TYP.)
M-5
D2
BC.5
8'
3/
8"
/8
3/
8"
TYP.
W x2
/2
W x2
/2
W10x22
W10x22
( -65 1/2" ±)
( -65 1/2" ±)
D4 S-325
D2 S-325
D1 S-325
D1
D1
D1
D1
IN-FILL EXST
ROOF OPENING
IN-FILL EXST
ROOF OPENING
A5 S-323
A1 S-324
EXST 4”± SLAB
EXST 8”±
SLAG BLOCK
EL. 216'-9"
EXST 8”±
SLAG BLOCK
EXST 4 1/2”±
SLAG BLOCK
EXST 8”±
SLAG BLOCK
EL. 216'-9"
W
T7 x1
W
T7 x1
6"
7"
A8 S-113
A8 S-113
A6 S-113
A6 S-113
W14x22 W14x22M-2
SIM
1'
/2
04 8 16268
SCALE: 1/8" = 1'-0"
NORTH
1. TOP OF ROOF IN-FILL AREA STEEL ELEVATION = 221'-10" UNLESS NOTED
(+/-) THEREFROM.
2. ROOF CONSTRUCTION:
- DENOTES 2 1/2" LIGHTWEIGHT CONCRETE OVER 1 1/2" x 22 ga.
COMPOSITE METAL DECK (GALV.) TOTAL SLAB THICKNESS = 4".
REINF. w/ 6x6-W2.9xW2.9 W.W.F.
3. - DENOTES 4 1/2" NORMAL WEIGHT CONCRETE ON 2" x 20 ga.
COMPOSITE METAL DECK (GALV.). TOTAL SLAB
THICKNESS = 6 1/2". REINFORCED WITH 6X6-W2.9xW2.9 W.W.F.
4. - DENOTES 1 1/2" METAL GRATING
5. - NOT USED
6. SEE COLUMN SCHEDULE S-601 & S-602 FOR COLUMN INFORMATION.
7. COORDINATE WITH ARCHITECTURAL / MEP DRAWINGS FOR SIZE &
LOCATIONS OF ROOF OPENINGS.
8. " ML " - DENOTES MASONRY BOND BEAM LINTEL, SEE
MASONRY LINTEL SCHEDULE D9/S-302 FOR INFORMATION.
9. " " - DENOTES MASONRY WALL (CMU), SEE
SECTIONS FOR INFORMATION.
10. M-# - DENOTES MOMENT CONNECTION LOCATIONS. REFER TO
A7/S-311 FOR MOMENT CONNECTION DETAILS.
11. RD - DENOTES NEW ROOF DRAIN. REFER TO F5/S-321 FOR TYPICAL ROOF
OPENING FRAMING DETAIL.
12. REFER TO S-001 FOR GENERAL NOTES.
13. REFER TO S-321 FOR TYPICAL ROOF FRAMING DETAILS NOT SPECIFICALLY
REFERENCED.
14. STRUCTURAL REMEDIATION MAY REQUIRE REMOVAL OF EXISTING
FIREPROOFING. FIREPROOF NEW & EXISTING STEEL AS REQ'D FOR FIRE
RATING. COORDINATE WITH ARCHITECTURAL & F.P. DRAWINGS &
SPECIFICATIONS FOR REQUIREMENTS.
15. SEE D1/S-326 FOR TYPICAL PARAPET DETAIL (U.N.O.)
ROOF FRAMING PLAN-EAST NOTES:
D2
D1
G
BEAM PRELOADING SEQUENCE NOTES:
1. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY
CONTRACTING OFFICER'SREPRESENTATIVE OF ANY DISCREPANCIES.
2. REINFORCE EXST 4TH FLOOR BEAMS WHERE NOTED PER DETAIL F6, F9,
D8/S-322 PRIOR TO JACKING NEW CHANNEL BEAMS.
3. ADD NEW COLUMN CHANNELS (C12) WITH ANCHORAGE AND PREPARE
BOTTLE JACK FOR NEW STEEL CHANNEL BEAMS. SEE DETAIL D6/S322.
4. INSTALL NEW STEEL FRAMING (CHANNELS) AT EAST ROOF LEVEL LEAVE GAP
ABOVE AND BELOW CHANNEL. ANCHOR PER DETAILS. SEE DETAILS F6, F9,
D8/S-322.
5. JACK NEW CHANNEL BEAMS TO 0.30” (0.01+/-) ABOVE INSTALLED LOCATION
@ EACH END. JACK MC18 BEAMS TO 0.20” (0.01 +/-) ABOVE INSTALLED
LOCATION @ EACH END. USE (1) JACK EACH END OF DOUBLE CHANNEL. USE
SINGLE PUMP TO ENSURE EVEN FORCE DISTRIBUTION TO ALL (2) JACKS PER
DOUBLE CHANNEL. DOUBLE CHANNEL ENDS MUST MOVE EVENLY DURING
JACKING OPERATION. REFER TO D6/S-321.
6. WELD STACK OF SHIMS AT EACH LIFTING LOCATION. REFER TO D6/S-322.
7. REMOVE COLUMNS AS INDICATED ON DRAWINGS AND SECTIONS D8 AND
F6/S-322.
SUBMITTAL:
1. STEEL FRAMING FABRICATION AND ERECTION DRAWINGS – ERECTION
DRAWINGS TO INDICATE SEQUENCE OF WORK
2. JACKING MECHANISM PRODUCT DATA
NOTES: JACKING TO BE DONE UNDER THE OBSERVATION OF 3RD PARTY FOR
COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS.
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
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
File Path:
Plot Date:
M A
R K
D E
S C
R
IP
T
IO
N
P R
O J E
C T
N O
Autodesk Docs://West Point Bldg 606/219208-WP606-S20.rvt
10/10/2025 10:04:56 AM
S-110
BLDG 606
R O
O F
F R
A M
IN
G
P L A
N -E
A S
T
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: 1/8" = 1'-0"
A1
ROOF FRAMING PLAN-EAST
NO SCALE SCALE:
KEY PLAN - EAST
NO SCALE SCALE:
C9
BEAM PRELOADING
SEQUENCE NOTES
A
D D
E N
D U
M
/1
/2
File details come from the government source that posted it. Updated .