S-310_AM 6.pdf
PDF 326 KB Posted
- Solicitation number
- W912DS25RA002
About this file
This document is a detailed architectural engineering drawing set focusing on cold-formed metal framing (CFMF) structural details for Building 606, prepared by the US Army Corps of Engineers. The technical drawings provide comprehensive specifications for 'C' stud framing components, including box headers, track splices, vertical slide clips, bridging details, and wall elevation configurations. The drawings specify precise technical requirements such as 6" x 1 5/8" x 16 GA built-up box headers, double stud jambs, continuous tracking, and attachment methods using powder-actuated fasteners and welding techniques. The technical drawings are designed to provide standardized construction guidance for structural framing elements, with multiple detailed views and sections illustrating precise installation and connection methods for various wall and structural configurations.
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
TRACK. CONT. FOR
LENGTH OF PANEL
(TYP.)
'C' STUD (FULL BEARING
IN TRACK) TYP. ALL STUDS.
0.145" dia. POWDER-ACTUATED FASTENER
(RAMSET OR EQUAL) 1 1/4" MIN. PENETRATION,
2" MIN. CONC. EDGE DISTANCE, SPACED @ 16"
OC MAX. (2/PANEL MIN.) - STAGGER SIDE TO
SIDE - LOCATE FIRST FASTENERS WITHIN 6" OF
EACH END OF EACH PANEL.
'C' STUD
16 GA TRACK
6" x 1 5/8" x 16 GA BUILT-
UP BOX HEADER
(2) CFM 'C' STUDS
(UNPUNCHED)
+ 16 GA TRACK T & B.
3 SIDES
3-12
2-12
TYP.
SECTION A-A
L2x2x16 ga.
DOUBLE STUD JAMB
TYP. @ EA. END. SEE
DETAIL E1/S-310 FOR
INFO.
L2x2x16 ga.
BOX HEADER TO
CLIP ANGLE TYP.
A-A
BOTTOM TRACK
PLAN
ELEVATION
T O
S
T W
E
LD
6"
FULL
B.S.
1-12 B.S.
DOUBLE 'C' STUD
BOTTOM TRACK
FULL
B.S.
1-12 B.S.
B.S.
PLAN
ELEVATION
'C' STUD
'C' STUD
CONT. BRIDGING
CHANNEL
BRIDGING CLIP
BRIDGING CLIP
CONT. BRIDGING
CHANNEL
1/2
1/2
1/2
PLAN
TRACK
'C' STUD
1"
1" B/S
'C' STUD
16 GA TRACK
ELEVATION
6" x 1 5/8" x 16 GA
'C' STUD (HORIZ.)3-12
3 SIDES
PLAN
TRACK
'C' STUD
1"
1" B/S
'C' STUD
16 GA TRACK
ELEVATION
3-12
3 SIDES
6"x1 5/8" x 16 ga BUILT-UP BOX SILL.
REFER TO C1/S-310 FOR
MATERIAL & JAMB CONN.
FIN. FLR
NOTES:
1. REFER TO ARCH. DWGS FOR OPENING SIZES AND LOCATIONS.
2. CFM STUDS TO BE 6" x 1 5/8" x 16 GA @ 16" OC w/ CONT. 16 GA TRACK T & B. (U.N.O.)
HEADER HEADER
SILL
C9 S-310
E1 S-310 E7
S-310
E6 S-310
E3 S-310
E4 S-310
OR
C1 S-310
OR
C6
S-310
E9 S-310
TYP.
E1 S-310
C1 S-310
OR
C6 S-310
PLAN
TRACK
'C' STUD
1"
1" B/S
'C' STUD
TOP TRACK
ELEVATION
1" B/S
BOTT. TRACK
1" B/S
4' -0
M
A X
4'
-0
M A
X
CONT. TRACK
SECTION
CONT. TRACK SECTION
CLIP L2x2x16 ga. (TYP.)
CHANNEL BRIDGING
VERTICAL STUD
TYP.
TYP.
TYP.
TYP.
PLAN
ELEVATION
1-12
CONT. TRACK
BUILT-UP 'C' STUD
JAMB OR POST
4" CONT. @ TOP (TYP.)
BTWN ALL STUDS IN
BUILT-UP POST
'C' STUD
CONT. TRACK(s)
SECTION
1" B/S T&B
FIN. FLOOR
SPLICE
LOCATION
2-12
BO
TT
. T R
AC
K
O F
U
PP
ER
P
AN
EL
TO
P
TR
AC
K O
F
LO
W
ER
P
AN
EL
'C' STUD 'C' STUD
TRACK
3 SIDES
3-12
SECTION A-A
L2x2x14 ga.
DOUBLE STUD JAMB
TYP. @ EA. END. SEE
DETAIL E1/S-310 FOR
INFO.
CLIP L2x2x14 ga.
A-A
TYP. @ HORIZ.
TRACK & VERT.
STUD
TYP. @ HORIZ.
TRACK & VERT.
STUD
HEAD TO JAMB CONNECTION DETAIL
AT TOP & BOTTOM OF WALL
0"
PIECE OF STUD x 12" LG.
@ SPLICE LOCATION
3"
3"
TYP.
0"
FULL
FULL
LOCATE TRACK SPLICE
@ CENTER OF VERT.
STUD FLANGE.
0"
AT TOP & BOTTOM OF WALL AT STRUCTURE
(2) POWDER-ACTUATED
FASTENERS PER SECTION
C9/S-310 @ EA. SIDE OF SPLICE
ATTACH STUDS TO TRACK
PER SECTION E9/S-310
FULL
'C' STUD
CONT. STEEL
ANGLE WELDED
TO STEEL BEAM
12 ga. VERTICAL
SLIDE CLIP (VSC)
NO WELD STUD
TO ANGLE OR
VSC TO STUD
PLAN
ELEVATION
'C' STUD
FULL
VSC
CONT. ANGLE
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 10:05:07 AM
S-310
BLDG 606
C F
M F
D E
T A
IL
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
NO SCALE SCALE:
C9
ANCHOR DETAIL
NO SCALE SCALE:
C1
TYP. BOX HEADER DETAIL
NO SCALE SCALE:
E1
BOTT. TRACK DETAIL
NO SCALE SCALE:
E6
BRIDGING DETAIL
NO SCALE SCALE:
E4
(OPENING < 6'-0")
NO SCALE SCALE:
E3
(10'-0">OPENING > 6'-0")
NO SCALE SCALE:
A8
TYP. CFMF STUD WALL ELEVATION
NO SCALE SCALE:
E7
STUD DETAIL
NO SCALE SCALE:
E9
WALL WELDING PATTERN
NO SCALE SCALE:
C3
STUD POST
NO SCALE SCALE:
C5
SPLICE DETAIL
NO SCALE SCALE:
C6
TYP. NON-LOAD BEARING HEAD DETAIL
NO SCALE SCALE:
A2
TYP. CFMF TRACK SPLICE DETAILS
TYP. CFMF STUDTYP. INTERMEDIATETYP. STUDTYP. SILL DETAILTYP. SILL DETAILTYP. DOUBLE STUD JAMB
TYP. BOTT. TRACKTYP. STUD PANELTYP. BUILT-UP
A
D D
E N
D U
M
/1
/2
NO SCALE SCALE:
A1
VERT. SLIDE
CLIP DETAIL
File details come from the government source that posted it. Updated .