Am_4_-_Attach_18_VOL_3_S-105_26MAY2016.pdf
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- Attached to
- AIT Barracks- Phase III, Ft. Lee, Virginia Federal contract opportunity
- Solicitation number
- W91236-16-R-0010
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AM 4 - ATTACH 18 VOL 3_S-105_26MAY2016
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1 2 3
A
B
1.5 2.5
C
D
HI ROOF
A
A A
A
S-304
TR
U
SS
A
TR
U
SS
A
TR
U
SS
A
TR
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SS
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A
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SS
TR
U
SS
TR
U
SS
TR
U
SS
HIP
HIP
HIP
HIP
S-304
S-304
S-304
S-304
HSS10X6X1/2 HSS10X6X1/2 HSS10X6X1/2 HSS10X6X1/2
W
X3
(4
0)
W
X3
(4 0)
W
X3
(4 0)
W14X38 W14X38 W14X38 W14X38
W14X38 (20)
W14X38 (56)
W14X38 (20)
W
X3
(2 0)
W
X3
(2 0)
W
X3
(2 0)
W8X10 (10) W8X10 (10)
W
X3
(4 0)
W
X3
(4 0)
W
X3
(4 0)
ELEVATOR
W
X3
(4 0)
W
X3
(4 0)
W
X3
(4 0)
W
X3
(4 0)
STAIR
WELL
W12X30 (26)
SLAB
SPAN
SLAB
SPAN
SLAB
SPAN
SLAB
SPAN
W12X30 (26)
W14X38 (20)
W14X38 (20)
W14X38 (20)
S-304
S-304
W14X38 (4)
C
BRP
BRP BRP
BRP BRP
K5
K5
K5
K5
K5
K5
K5
K5
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K5
K5
K5
K5 12
K5
K5
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K5
K5
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K5
K5
K5
K5
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K5
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18KCS5
18KCS5
18KCS5
18KCS5
18KCS5
12K5
12K5
12K5
12K5
12K5
12K5
12K5
W12X26
18KCS5
18KCS5
18KCS5
18KCS5
18KCS5
12K5
12K5
12K5
12K5
12K5
12K5
12K5
K5
K5
K5
K5
K5
K5
K5
K512
K5
K5
K5
K5
K5
K5
K5
K5
K5
K5
K5
K5 12
K5
K5
K5
K5
TR
U
SS
TR
U
SS
TR
U
SS
TRUSS 7 TRUSS 7TRUSS 7
CFMF PURLINS
C
FM
F R
AF
TE
R S
VALLEY VALL
EYC
FM
F
R
ID
G E
BM
CFMF PURLINS
C
FM
F R
AF
TE
R S
VALLEY VALL
EY
C
FM
F R
ID
G
E
BM
CFMF PURLINS
C
FM
F R
AF
TE
R S
VALLEY VALL
EYC
FM
F
R
ID
G E
BM
6'
0"
EQ
S
PA
6'
0"
S
YM
O
TH
ER
S
ID
E
6'
0"
EQ
S
PA
4'
0"
S
YM
O
TH
ER
S
ID
E
WALL
14 EQ SPA = 42' - 0" SYM OTHER SIDE
1' - 6"
W12X26
[11'-8"] [11'-8"]
[1 1'
-8
PA
R
TI
TI
O N
S U
PP
O
R T
BE
AM
S
W12X50 W12X50
S-105
S-105
S-105
HSS10X6X5/8 HSS10X6X5/8
HSS10X6X5/8
E E
E
EE
E
PARTITION TRACK
SUPPORT BEAM SEE
PARTITION TRACK NOTE
BM
E
N D
4'
6"
C
AN
O
PY
N O
TE
H
SS
8X 4X
1/
H
SS
8X 4X
1/
4A S-305
S-105
C
FM
F
PU
R
LI
N S
8K1
8K1
8K1
8K1 8K1
8K1 8K1
8K1 8K1
8K1
4'
0" 4'
0"
W
X3
(3 8)
W
X3
(4 8)
W
X3
(3 8)
W
X3
W
X3
W
X3
W
X3
JB
E
[1 1'
-7
[1 2'
-0
[1 2'
-0
S-105
DECK SUPPORT ANGLES
@ 2'-0" OC SEE 5/S-105
[1 1'
-8
PA
R
TI
TI
O N
S U
PP
O
R T
BE
AM
S
S-108
MATCHLINE
AND BEJ
MATCHLINE
AND BEJ
BEJBEJ
BEJ
W8X31 [12'-0"]
4'
2" 3'
CANOPY NOTES:
1. TRUSSES SHOWN ARE HSS8X4X1/2
(SLOPED) OVER HSS8X4X1/2 [12'-0"].
2. ENTRANCE CANOPY DECK TO BE
DECK D2 SHEET S-003.
S-113
S-1132
S-113 S-113
D
C D
C
D
D
D
D D
D
D
D
C
C
D
W14X38 (4)
W14X38 (10) W14X38 (10)
W14X38 (40) W14X38 (20) W14X38 (40)
W
X2
W
X2
W14X22
W14X22W
X2
W14X22
W
X2
HSS10X6X1/2
W
X2
W14X22
W14X22
W14X22
D
W
X2
D D
W
X2
W
X2
W
X2
D
WINDOW SEE ARCH
CFMF RIDGE BM BEYONDCFMF PURLINS
ROOF SEE PLANCFMF RAFTERS
BEYOND SEE PLAN
NOTE: ALL ELEMENTS IN THIS
VIEW ABOVE HI ROOF BRG
ELEVATION ARE INCLUDED IN
THE DELEGATED DESIGN OF
THE CFMF ROOF TRUSS
SYSTEM
TRUSS A OR B
BOND BM CONT AT CFMF
TRUSS BEARING EL.
HI ROOF BRG
SEE PLAN
TRUSS A.1TRUSS A.1
PARTITION SUPPORT BM SEE PLAN,
COORDINATE WITH PARTITION
MANUFACTURER REQUIREMENTS
CFMF TRUSS DESIGNER SHALL
COORDINATE WITH PARTITION
MANUFACTURER FOR ALL LOADS,
AND SHALL PROVIDE ALL REQUIRED
VERTICAL AND LATERAL SUPPORT
TRUSS C
OR D TRUSS A
OR B BEYOND
TRUSS E
CFMF RIDGE BM
SEE PLAN
CFMF VALLEY
SEE PLAN
CFMF RAFTER
SEE PLAN
SECOND FLOOR
12' - 0"
C
3/8 T&B
JOIST SEE PLAN
HSS TUBES SEE
CFMF WALL
SCHEDULE
CFMF NOT
SHOWN
PARAPET SEE TYP DETAIL
COL SEE PLAN
BM SEE PLAN
3/8
HSS BM TO
HSS COL
SECOND FLOOR
12' - 0"
JOIST SEE PLAN
L3-1/2X3-1/2X5/16 DECK
SUPPORT ANGLE WELD
3/16"X1" EA SIDE TO JOIST
CHORDL2-1/2X2-1/2X5/16 CONT BETWEEN L3-1/2
COPE L3-1/2 2" AND WELD TO W12
FLANGE
CONT BRP SEE 1/S-304
CONT POUR STOP SEE S-108CFMF BEARING WALL ABOVE
W12 SEE PLAN
W12 BM, HSS COL
BEYOND SEE PLAN
SLAB SEE PLAN
SHEAR CONN SEE
TYP DETAILS
US Army Corps of Engineers ®
SHEET OF
SHEET ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
D R
A W N
B Y:
D
ES
IG
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ED
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Y:
SU
B M
IT
TE
D B
Y:
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ZE
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KE
D B
Y:
AN
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IS
SU
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AT
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LE
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BE
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D
C
B
A
28017
S-105
VOLUME 3
S E C
O N
D F
LO
O
R F
R
AM
IN
G
P L A
N
A R
EA
B
A
IT
B A
R
RA
CK
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PL
EX
PH
A
SE
3 0
M
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N O
R
FO
LK
D
I S
TR
IC
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N O
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FO
LK
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A
JP
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C
ES
LW
M
LW
M
A
PR
PR
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C T
N U
M
BE
R
C O
N
TR
AC
T
N O
S S -
5-
6- 0 2
-0
B a ck ch ec k
F O R
T L E
E, V
I R G
IN
I A
1/8" = 1'-0"
SECOND FLOOR FRAMING PLAN - AREA B
8'0' 16' 24'
SCALE: 1/8" = 1' - 0"
NO SCALE
NORTH
KEY PLAN
'A' 'B' 'C'
NOTES:
1. FOR NOTES SEE SHEET S-104
2. TOS THIS SHEET 11'-5 1/2" UON FOR MEMBERS
NOT SUPPORTING JOISTS.
3. JBE THIS SHEET 14'-3 1/2" UON FOR MEMBERS
AND WALLS SUPPORTING JOISTS.
4. CFMF TRUSS BRG EL 18'-0".
5. FOR TOP OF PARAPET ELEVATION SEE ARCHITECTURE.
1/2" = 1'-0"S-105
1 SECTION
3/4" = 1'-0"S-105
3 SECTION
3/4" = 1'-0"S-105
2 SECTION
PARTITION TRACK NOTE
MOVABLE PARTITION TRACK SUPPORT
BEAMS BELOW CFMF TRUSSES ARE
SHOWN. PARTITION SUPPORT BEAMS
ARE SUSPENDED FROM CFMF ROOF
TRUSSES. CONTRACTOR TO
COORDINATE DESIGN LOADS OF
PARTITION SYSTEM PROVIDED WITH
CFMF TRUSS DESIGNER. SUPPORT OF
THE PARTITIONS AND OF THE
PARTITION SUPPORT BEAM, AS WELL
AS SIZE OF SUPPORT BEAM, IS
INCLUDED IN THE DELEGATED CFMF
TRUSS DESIGN.
3/4" = 1'-0"S-105
4 SECTION
3/4" = 1'-0"S-105
5 SECTION
M
AR
K D
ES
C
R
IP
TI
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N D
AT
E
R
EV
IS
ED
B
Y
AM
EN
D
M
EN
T
M
AY
| Sheets |
| S-003 - SCHEDULES |
| S-102 - FOUNDATION AND FIRST FLOOR FRAMING PLAN - AREA B |
| S-105 - SECOND FLOOR FRAMING PLAN - AREA B |
| S-105A - THIRD FLOOR FRAMING PLAN - AREA B |
| S-105B - FOURTH FLOOR FRAMING PLAN - AREA B |
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