S-103_AM 6.pdf
PDF 384 KB Posted
- Solicitation number
- W912DS25RA002
About this file
This document is a structural engineering drawing showing the Second Floor Framing Plan - East for Building 606, likely part of a renovation or construction project at West Point military academy. The detailed architectural plan depicts a complex structural layout with multiple steel beam types (W16x31, W14x22, W10x22, etc.), existing structural elements, floor openings, mechanical shaft locations, and precise dimensional measurements. The drawing includes grid lines, structural notes, key references to other detail sheets, and annotations about existing structures to remain, new concrete topping slabs, and specific structural modifications. The plan is drawn at 1/8" = 1'-0" scale and was created on 10/10/2025, with a US Army Corps of Engineers project seal, indicating this is a federal infrastructure project involving structural engineering and renovation work.
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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
D1 D2 D3 D4 D5
W29
DC
DB
DA
AA
AB
AC
CL1
AD
AE
B12
BE.3
BF.7
3'
5"
/8
/8
8'
3/
8"
/8
1' - 8" ±
15' - 6" ± 1' - 11" 1' - 2" ±
W16x31
W16x31
W x3
W x2
W x2
W14x22
W16x26
W x2
W x2
W x2
W x2
D1 D1 D1
D1 D1 D1
W x2
A1.1
BB.9
3"
8'
3/
8"
/8
W x2
W16x26
W x2
W x2
W x2
W x2
EX
ST
S
TR
U C
T.
S
LA
B
FR
AM
IN
G T
O R
EM
AI
N U
.N .O
W x2
W x2
D1 D1 D1
D1 D1 D1
W10x22
2'
1/
2" 5'
1/ 2"
BA.2
EX
ST
W
W F5
EX
ST
W
W F5
W14x48
W x2
EXST15I54
EX
ST
GI
MECH.
SHAFT
NEW
ELEV.
EXST16WF40
EXSTW18WF50
EXSTW18WF50
EXST15I37.5
EXST15I38
D1
D
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" ±
3'
/4
1/ 2"
5/
5'
/1 6"
/2
/2
5'
0"
5'
0"
1/ 2"
15' - 7 1/4" ± 10' - 4" ± 30' - 10" ± 27' - 9" ±
/4
/2
/2
EX
ST
I48
.5
EX
ST
I2
EXST15I37.5EXST15I37.5
M
L
EXST 4"± FLOOR SLAB
EL. 172'-3"
EXSTW18WF50
EXST MASONRY
WALL BELOW
EX
ST
W
W F5
EXSTW18WF50
EX
ST
W x3
3" TOPPING SLAB
ON EPS AT REQ'D LEVEL,
AS REQ'D, TO MATCH 2ND FLOOR.
BB.1
M A
T C
H
LI
N E
M A
T C
H
LI
N E
A
S
-1
A
S
-1
EXST 3" METAL ROOF
DECK OVER SLOPING
STRUCTURAL STEEL
IN-FILL AREA
7' - 6 1/8" 5' - 10 1/8" 3' - 11 3/4"
W 8x
W 8x
W 8x
W8x18
W8x18
PROVIDE
2" E.J.
B11.1
W10x22
DA.5
EXSTW14x34
EX
ST
W x3
EX
ST
W x3
EXSTC12x20.7
EX
ST
W x3
EX
ST
W x3
EX
ST
W x3
EX
ST
W x3
EXSTW16x77EXSTW16x77
EX
ST
W x3
EX
ST
W x3
EX
ST
W x3
EX
ST
W x3
EX
ST
W x3
EXSTW16x67
EX
ST
W 8x
EX
ST
W 8x
EXSTW10x11.5
EX
ST
W x3
EX
ST
W x3
EX
ST
W x3
EX
ST
W x3
EXSTW14x82EXSTW14x38
EX
ST
I3
EX
ST
I3
EX
ST
I3
EX
ST
I3
EX
ST
I3
EXST15I37.5EXST15I37.5
EXST26GI160 EXST26GI160
EX
ST
I3
EX
ST
I3
EXST15I37.5 EXST15I37.5
EX
ST
I3
EX
ST
I3
EXST26I59
EX
ST
W x1
EXST15I37.5
EX
ST
W x1
EX
ST
I23
.5
EXSTC6X8
EX
ST
I28
.5
EXSTC6X8
EXSTC6X8
EX
ST
9I2
EX
ST
9I2
EX
ST
I28
.5
EX
ST
I28
.5
EX
ST
I28
.5
EX
ST
I28
.5
EX
ST
I2
EX
ST
I3
EX
ST
I28
.5
EX
ST
I3
EX
ST
I3
EXST26I59 EXST26I59
EX
ST
I4
EXST15I37.5
EX
ST
I3
8EXST15I37.5
EXST15I37.5
O P
E R
A B
LE
P
A R
T
IT
IO
N
B E
LO
W
P
LF
O P
E R
A B
LE
P
A R
T
IT
IO
N
B E
LO
W
P
LF
BA.3
W16x31
W8x10
3/
4"
10 10
10 10 13
9 9 9
6"
E Q
E Q
E Q
W10x22
W10x22
W 8x
W
8x
W 8x
W10x22
W10x22
W 8x
W
8x
W 8x
E Q
E Q
E Q
7 1/4" 2' - 7 3/4"
( -1/2" )
1/
2"
W8x18
C2 S-321
B2 S-321
A9 S-322
A3 S-312
C8 S-313
C8 S-313
C3 S-312
C3 S-312
C3 S-313
C6 S-313
A8 S-313
F1 S-316
W10x22 W10x22
A8 S-311
M-2
W10x12
25k 25k k k
45k 30k
20k 20k k k k k
A2 S-203
A9 S-203
A6 S-203
A4 S-203
S-115 E8
NEW
STAIR
ST1
D2 D2
D1
IN-FILL EXST
FLOOR OPENING
EXSTC10x15
EX
ST
C1
0x
D1
EX
ST
GI
EXSTC12x20.5
EXST WALL
ABOVEA8
S-314
EX
ST
C1 2x
.5
EX
ST
C1 2x
.5
EXSTW12x22
E2 S-204 HSS8x6x3/8 HSS12x6x1/2 HSS12x6x1/2 HSS8x6x3/8
EXSTC12x20.7
C8x11.5 GIRT C8x11.5 GIRT C8x11.5 GIRT C8x11.5 GIRT C8x11.5 GIRT C8x11.5 GIRT C8x11.5 GIRT
IN-FILL EXST
FLOOR OPENING
PER C1/S-311
D
SEE
NOTE #15
SEE NOTE
#15
W12x14
E3 S-315
E1 S-315
EX
ST
0" x2 4"
EX
ST
0" x2 4"
EX
ST
0" x2 4"
EX
ST
0" x2 4"
EX
ST
0" x2 4"
EX
ST
0" x2 4"
A7 S-315
A7 S-315
SIM.
A4 S-315
C6 S-315
C6 S-315
SIM.
D
( -1/2" )
3/
8"
BC.5
S-112 D5
IN-FILL
EXST ROOF
OPENING
PER F3/S-321
IN-FILL
EXST ROOF
OPENING
PER F3/S-321
PROVIDE L5x5x1/4 CLIP
TOP FLANGE TO COL.
1/ 8"
/1
6"
/1
6" ) A1
S-325
D8 S-204
4" CONC. TOPPING
SLAB. OVER INSUL. &
WATERPROOFING.
NEW 8" CONC. CURB
AND GUARDRAIL
A5 S-319
A3 S-319
W x2
W10x22
A6 S-313
A6 S-313
W10x22
W10x22
EQ
EQ
6'
1/
4"
3' - 6"
W14x22
EQ
EQ
W14x22
F5 S-318
SLOPED
SLOPED
D6 S-326
1'
/4
A1 S-115
SEE A2/S-115 FOR
CFMF ATTACHMENT
DETAIL ABOVE.
04 8 16268
SCALE: 1/8" = 1'-0"
NORTH
1. TOP OF SECOND FLOOR IN-FILL AREA CONCRETE SLAB ELEVATION TO
MATCH TOP OF EXST SECOND FLOOR SLAB ELEVATION = 172'-3"± (V.I.F.)
2. TOP OF SECOND FLOOR IN-FILL AREA STEEL ELEVATION = 171'-8 1/2"
UNLESS NOTED (+/-) THEREFROM.
3. FLOOR CONSTRUCTION:
- 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. LOW 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.
TOP OF LOW ROOF STEEL IS REFERENCED (+/-) FROM EL. 171'-8 1/2".
SLOPE STEEL UNIFORMLY BETWEEN ELEVATIONS SHOWN.
5. - DENOTES THE NUMBER OF 3/4" Ø x 5" LONG HEADED SHEAR STUDS, SPACED UNIFORMLY ALONG BEAM OR BETWEEN PURLINS AS SHOWN.
##k - DENOTES UNFACTORED VERTICAL REACTION IN KIPS. USE 10k FOR
REACTIONS NOT INDICATED. CONNECTION PLATES SHALL BE AT LEAST
HALF OF BEAM DEPTH.
6. SEE COLUMN SCHEDULE S-601 & S-602 FOR COLUMN INFORMATION.
7. COORDINATE WITH ARCHITECTURAL / MEP DRAWINGS FOR LOCATIONS OF
FLOOR DEPRESSIONS, FLOOR DRAINS (FD) AND FLOOR SLOPES.
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. PROVIDE FRAMING FOR FLOOR OPENINGS PER DETAIL B1/S-311.
COORDINATE LOCATIONS AND SIZES WITH ARCHITECTURAL AND
MECHANICAL DRAWINGS.
11. REFER TO S-001 FOR GENERAL NOTES.
12. REFER TO S-311 FOR TYPICAL FRAMING DETAILS NOT SPECIFICALLY
REFERENCED.
13. 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.
SECOND FLOOR FRAMING PLAN-EAST NOTES:
D1
D2
14. M-# - DENOTES MOMENT CONNECTION LOCATIONS. REFER TO
A7/S-311 FOR MOMENT CONNECTION DETAILS.
15. REPAIR EXST COLUMN PER DETAIL B5/S-314.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
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N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
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S U
B M
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T
E D
B Y
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IZ
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C H
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K E
D B
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A N
S I D
IS
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D A
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C O
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L
IC
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A
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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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Autodesk Docs://West Point Bldg 606/219208-WP606-S20.rvt
10/10/2025 10:04:45 AM
S-103
BLDG 606
S E
C O
N D
F L O
O R
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
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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
SECOND FLOOR FRAMING PLAN-EAST
NO SCALE SCALE:
KEY PLAN - EAST
A
D D
E N
D U
M
/1
/2
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