Am_4_-_Attach_14_VOL_3_A-551_26MAY2016.pdf
PDF 126 KB Posted
- Attached to
- AIT Barracks- Phase III, Ft. Lee, Virginia Federal contract opportunity
- Solicitation number
- W91236-16-R-0010
About this file
AM 4 - ATTACH 14 VOL 3_A-551_26mAY2016
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Text version
A-551 A-551
A-551 A-551
A-5512
A-551 1
A-551
A-551
DS DS
DS DS
8' - 0"
17' - 7 1/4"
MJ
MJ
MJ MJ
MJMJ
MJ
4'
0"
1B
1A
BAY
LAWN
10' - 8"
ROOF EAVE
3" 12"
3" 12"
10' - 8"
ROOF EAVE
3" 12"
3" 12"
STANDING SEAM
METAL ROOF
BRICK WALL
DOWNSPOUTS - TYP.
OVERHEAD COILING
DOOR
10' - 8"
ROOF EAVE
10' - 8"
ROOF EAVE
10' - 8"
ROOF EAVE
STANDING SEAM
METAL ROOF
COLD FORM
METAL TRUSS
4'-0" O. C.
A-551 A-551
A-551
A-551
A-551
A-551
10' - 8"
ROOF EAVE
STANDING SEAM
METAL ROOF
COLD FORM
METAL TRUSS
A-551 A-551
3" 12"
3" 12"
DS DS
DS DS
STANDING SEAM
METAL ROOF
RIDGE VENT
12" 3"
COLD FORM METAL
TRUSSES 4'-0" C/C
SELF-ADHERED, REINFORCED
ROOFING UNDERLAYMENT
MEMBRANE
CONT 2x WOOD
BLOCKING
METAL PANEL
FASCIA ATTACHED
TO 7/8" HAT
CHANNELS
STANDING SEAM METAL ROOF
1 1/2" METAL DECK
8" BOND BEAM W/ (2) CONT #5
8" BOND BEAM W/ (2) CONT #5
(CONT @ OH COILING DOOR
8" CMU W/ #5 BARS 32" C/C
CONT HORZ JOINT REINF
@ 24" O.C. VERT
#5 DOWELS TO MATCH VERTS
4" SLAB ON GRADE -
REFER TO STRUCTURAL
DRAWINGS
COMPACTED
GRANULAR FILL
THRU WALL FLASHING W/
WEEPS AT 16" O.C.
MORTAR DROPPING
COLLECTION DEVICE
CONT HORZ JOINT
REINF @ 24" O.C. VERT
MASONRY BRICK
TIES @ 16" O.C.
BRICK
CONT HORZ JOINT
REINF @ 24" O.C. VERT
VENTED SOFFIT
GUTTER
14 GA CLIP W/ 3/8" EXPANSION
ANCHER 4" EMBED EA TRUSS8
3"
1'
4" 1'
0"
2' - 0"
PROVIDE BUILDING
NUMBER SIGNAGE TYP.
#5 VERTICAL DOWELS 16" C/C
#5 CONT. REBAR
#5 REBAR @ 16" C/C
OH COILING DOOR
8" BOND BEAM W/ (2)
CONT #5 (AT OH
COILING DOOR SIDE)
CMUMORTAR
DROPPING
COLLECTION
DEVICE
BRICK
THRU WALL
FLASHING W/
WEEPS AT 16"
O.C.
8'-0"
NORMINAL 4"
BRICK VENEER
NOMINAL 8" CMU
CONT HORZ JOINT REINF @
24" O.C. VERT
RAKE JOINT, BACKER ROD
AND SEALANT
FULLY GROUTED CELL EA SIDE
MJ W/ #5 REBAR - TYP
RAKE JOINT, BACKER ROD
AND SEALANT
32" O.C. MAX
1'
2"
2' - 0"
1'
0" 1'
4"
REFER TO CIVIL
DRAWINGS
4" SLAB ON GRADE -
REFER TO STRUCTURAL
DRAWINGS
COMPACTED GRANULAR FILL
14 # 4 @ 12" C/C
#5 VERTICAL DOWELS 16" C/C
#5 CONT. REBAR
#5 REBAR @ 16" C/C
2' - 0"
METAL PANEL
FASCIA
ATTACHED
TO 7/8" HAT
CHANNELs
VENTED
SOFFIT
PANEL
5/8" GLASS
MAT COVERED
GWB
SHEATHING
FACE OF BRICK
STANDING SEAM METAL ROOF
SELF-ADHERED, REINF
ROOFING UNDERLAYMENT
MEMBRANE
COLD FORM METAL
TRUSSES 4'-0" C/C
1 1/2" METAL DECK
400S162 OUTRIGGER 24" C/C
400S162 BRACE 48" C/C
800S162-68 16" C/C
14 GA CLIP W/ 1/4"
EXPANSION
ANCHOR 4" EA
STUD
8" BOND BEAM W/ (2)
CONT #5
METAL PANEL
3 5/8" 2" 7 5/8"
BRICK #6 VERT AT JAMB
OH COILING DOOR
GUIDE RAIL
US Army Corps of Engineers ®
SHEET OF
SHEET ID
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280104
A-551
VOLUME 3
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A A -
1-
F O R
T L E
E, V
I R G
IN
I A
1/8" = 1'-0"
300 MAN - L.E.B. FLOOR PLAN
A-551 A-551 1/8" = 1'-0"
2 ELEVATION - EAST
A-551 A-551 1/8" = 1'-0"
1 ELEVATION - WEST
A-551 A-551 1/8" = 1'-0"
4 ELEVATION - NORTH
A-551 A-551 1/8" = 1'-0"
3 ELEVATION - SOUTH
A-551 A-551 1/8" = 1'-0"
5 BUILDING SECTION
A-551 A-551 1/8" = 1'-0"
6 BUILDING SECTION
1/8" = 1'-0"
300 MAN - L.E.B ROOF PLAN
A-551 3/4" = 1'-0"
10 TYPICAL WALL SECTION
A-551 A-551 3/4" = 1'-0"
8 OH COILING DOOR HEAD DETAIL
A-551 3/4" = 1'-0"
12 TYPICAL MASONRY JOINT (MJ)
A-551 A-551 3/4" = 1'-0"
9 OH COILING DOOR BASE DETAIL
A-551 3/4" = 1'-0"
7 GABLE END DETAIL
A-551 3/4" = 1'-0"
11 OH COILING DOOR JAMB DETAIL
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
R
EV
IS
ED
B
Y
AM
EN
D
M
EN
T
M
AY
8'0' 16' 24'
SCALE: 1/8" = 1' - 0"
0'
SCALE: 3/4" = 1' - 0"
1' 2' 3' 4'
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