Amendment_8_-_KC26_BOT_-_Plans.pdf
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PLANS, AMENDMENT 0008, W912DS-18-B-0021
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3 4 5 6 7 8 9 10 11 12 13
E
D
C
B
A
18'-3" 1'-5" 15'-9" 22'-0" 25'-0" 22'-0" 15'-9" 1'-5" 9'-4" 8'-11"
10'-0" MAX
D1
SD301
N
GRAPHIC SCALE
KEY PLAN
-1 -9
1 14
-A
-L
A
G C
D
B
A
-11
-AA
-BB
S M
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
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S O
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IN
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2 3 4 5 6 7 8 9 10
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FOR CONSTRUCTION
S T
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N
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IN
G W
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N
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T O
V E
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D D
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IF
IC
A T
IO
N
S
-1
9-
GENERAL SHEET NOTES
KEYED NOTES
8 0 8
Scale: 1/8 INCH = 1 FOOT
1 EXISTING 6" CONCRETE SLAB.
2 EXISTING TRENCH.
3 EXISTING WST FOUNDATION.
4 EXISTING COLUMN, PIER, FOUNDATION AND GRADE BEAM.
5 EXISTING AIR DUCT (TYPICAL 4 PLACES).
6 REMOVE EXIST 6" CONCRETE SLAB IN HATCHED AREA AS
REQUIRED TO INSTALL CONDUIT ROUTED UNDER EXISTING GRADE
BEAM STRIP FOOTING. FOR SLAB DETAILS SEE SHEET S-510. FOR
CONDUIT DETAILS SEE SHEET T-112.
1/8" = 1'-0"B1
DEMOLITION PLAN - EXISTING WST AREA
A FOR GENERAL STRUCTURAL NOTES, SEE SHEETS S-001 THROUGH
S-003.
T/SLAB EL = 100'-0"
09065010 Snapshot
T A
S K O
R D
E R N
O
D E
S
IG
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D B
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D E
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2 3 4 5 6 7 8 9 10
F
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®of Engineers
US Army Corps
U .S
A R
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A W
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GRAPHIC SCALE
S E
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S T
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N N
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T H E
L E
V A
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N
S E
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IO
N
SD301
FOR CONSTRUCTION
K L E
S T
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J T
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M A
S
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N -1
-1
S-003.
FOR GENERAL STRUCTURAL NOTES, SEE SHEETS S-001 THROUGH A.
GENERAL SHEET NOTES
5 6 7 8 9 10
15'-9" 22'-0" 25'-0" 22'-0" 15'-9"
W x
E
W x
E
W x
E
W x
E
W x
E
W x
E
W10x22 (E) W10x22 (E) W10x22 (E) W10x22 (E) W10x22 (E)
W16x36 (E) W16x36 (E)
C12x20.7 (E) C12x20.7 (E) C12x20.7 (E) C12x20.7 (E)
F1
S-532
F3
S-532
F5
S-532
F5
S-532
REMOVABLE PANEL (E)
32'-7 1/2" x 18'-7"
D1
SECTION
3/16" = 1'-0"
FLR EL 100'-0"
T/EXIST FIN
O P
E N
IN
G
1'-8" 1'-8"18'-8" (OPENING)
OH
(18'-7" REMOVABLE PANEL)
(3 /2 R
E M
O V
A B
L E P
A N
E L
GENERAL CONSTRUCTION NOTE 2 (AF-171-212-01, S-9).
DETAILS SEE GENERAL STRUCTURAL NOTES, SHEET S-001,
REFERENCE DRAWINGS OF REMOVABLE PANEL FRAMING AND
RODS, ETC. AT EDGES OF INSULATED METAL PANELS. FOR
STEEL/CONCRETE STRUCTURES. REMOVE SEALANT, BACKER
REMOVE BOLTS CONNECTING PANEL TO SURROUNDING
REMOVABLE PANEL TO BE REMOVED AND DEMOLISHED. 1.
SHEET KEYNOTES
8'0 4' 16'
SLEEVE ANCHOR (E)
BOLTED CONN TO
L4x3 CONT (E)
BOLTED CONN TO
C12 (E)
BOLTED CONN TO
(E) (FS)
INSULATED METAL PANEL
3/16" = 1'-0"
L8x4x1/2 (LLH) (E)
NS&FS
L8x4x1/2 (SLO) (E)
L8x4x1/2 (LLH) (E)
(TYP)
W8x18 (E)
(TYP)
C5x9 (E)
3 4 5 6 7 8 9 10 11 12 13
D
C
B
A
18'-3" 1'-5" 15'-9" 22'-0" 25'-0" 22'-0" 15'-9" 1'-5" 9'-4" 8'-11"
9'-10"CL WST
FDN
9'-10" CL WST
FDN
_______D1
S-402
_______D1
S-402
CL
WST
FDN
3 3
1'-8"
DOOR OPENING
18'-8" 1'-8" 1'-8"
DOOR OPENING
18'-8" 1'-8"10'-0" (MAX)
6D1
S-301
N
GRAPHIC SCALE
KEY PLAN
-1 -9
1 14
-A
-L
A
G C
D
B
A
-11
-AA
-BB
S M
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
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S
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IN
S
L
P R
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J U
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FOR CONSTRUCTION
S T
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F O
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N D
S L A
B P
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S T
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T E
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IS
T
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IO
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T O
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D D
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IF
IC
A T
IO
N
S
-1
9-
GENERAL SHEET NOTES
KEYED NOTES
8 0 8
Scale: 1/8 INCH = 1 FOOT
1 EXISTING 6" CONCRETE SLAB.
2 EXISTING TRENCH.
3 EXISTING WST FOUNDATION.
4 EXISTING COLUMN, PIER, FOUNDATION AND GRADE BEAM.
5 EXISTING AIR DUCT (TYPICAL 4 PLACES).
6 NEW 6" SLAB. FOR DEMOLITION SEE SD-102. FOR DETAILS SEE
S-510.
1/8" = 1'-0"B1
FOUNDATION AND SLAB PLAN - WST AREA
A FOR GENERAL STRUCTURAL NOTES, SEE SHEETS S-001 THROUGH
S-003.
T/SLAB EL = 100'-0"
T/EQUIP FDN EL = 100'-0"
B/EXIST COL AND G.B. FDN EL = 97'-0"
2'-4" 2'-4" 2'-4" 2'-4"
A
S K O
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O
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S
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IS
S
U E D
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SHEET ID
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2 3 4 5 6 7 8 9 10
F
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D
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®of Engineers
US Army Corps
U .S
A R
M Y C
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A L E
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K C -4
A B
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D O
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F B
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S-301
FOR CONSTRUCTION
K L E
S T
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J T
H O
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S U
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S T
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IO
N -1
FOR REMOVABLE PANEL DEMOLITION SEE SHEET SD301.B.
S-003.
FOR GENERAL STRUCTURAL NOTES, SEE SHEETS S-001 THROUGH A.
GENERAL SHEET NOTES
5 6 7 8 9 10
15'-9" 22'-0" 25'-0" 22'-0" 15'-9"
W x
E
W x
E
W x
E
W x
E
W x
E
W x
E
W10x22 (E) W10x22 (E) W10x22 (E) W10x22 (E) W10x22 (E)
W16x36 (E) W16x36 (E)
C x .7
E
A5
S-532
D1
SECTION
3/16" = 1'-0"
FLR EL 100'-0"
T/EXIST FIN
1'-8" 1'-8"18'-8" (DOOR OPENING) 1'-8" 1'-8"18'-8" (DOOR OPENING)
C x .7
E
C12x20.7
(TYP)
L3x3x1/4 (FIELD LOCATE)
C12x20.7
C12x20.7 C12x20.7
L3x3x1/4
L3x3x1/4
C x .5
C x .5
C x .5
C x .5
A1
S-532
A3
S-532
(D
O O
R O
P E
N
IN
G
L3x3x1/4
4'-8" 4'-8" 4'-8"
A5
S-532
(TYP)
L3x3x1/4 (FIELD LOCATE)L3x3x1/4
L3x3x1/4
C x .5
C x .5
C x .5
C x .5
A1
S-532
A3
S-532
L3x3x1/4
4'-8" 4'-8" 4'-8"
EL 132'-8"
BOT EXIST 3/8" PL
TYP TYP
TYP TYP
8'0 4' 16'
3/16" = 1'-0"
NOT SHOWN
EXIST L4x3 (LLV)
NOT SHOWN
EXIST L4x3 (LLV)
S K O
R D
E R N
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D E
S
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N E
D B
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D E
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D B
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D R
A W
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IS
S
U E D
A T
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SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
N G
IN
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R S
N E
W Y
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K D
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A L P
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A L E
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A W
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G C
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A B
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D O
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S E
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N S A
N D D
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S-530
FOR CONSTRUCTION
K L E
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S T O
V E
R H
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D D
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IF
IC
A T
IO
N S
-1
THREAD FULL LENGTH OF PROJECTION.A.
NOTES:
TACK WELD
T H
R E
A D
P R
O J A
N D x
D
IA
DIA
WASHER
NUT AND
HEAVY HEX
HEX NUT
HEAVY
F3
ANCHOR BOLT DETAIL
3/4" = 1'-0"
COL
COL
F1
W12 BASE PLATE DETAIL
1 1/2" = 1'-0"
1'-1"
" 3
3" 3"
1" PL
1 5/16" HOLES FOR
W12
5/16
F5
HSS BRACE CONNECTION
1" = 1'-0"
FLANGE
W27 BOTTOM
WP
H S S B
R A C E
H S
S B
R A
C E
GUSSET PL
2"
3"
2"
C1
SECTION
1"=1'-0"
C3
SECTION
1" = 1'-0"
C5
SECTION
1" = 1'-0"
C7
SECTION
1" = 1'-0"
AA BB
C W
P
O S
T L
PL ORIENTED VERTICAL)
(CENTER 4" DIM ON C8 FLG'S.
"2 1" x 4" x 0'-84
1PL
12" CMU
CMU
12"
9"
2'-3"
G L
G. L.
9"
8"
3/16
3/16
G. L.
/2
C8
/2
POST
W8
BENT PLATE
EXT FACE OF BRICK
EXIST BOT BLDG
C8
W8 POST W8 POST
8 7/8"
C W8 POSTL
/2
FILLET WELD TO C8 GIRT WEB.
" 16
3 x 6" W/ 2 - "8
3PL
C8
C8
1/4
TYP
WP EL. 130'-2"
3 x 6" W/ 4 - "8
3PL
C8
"7"
1"
3"1 1/2" 3"
6" EMBED IN SLAB
ADHESIVE ANCHOR W/
11 UNDER BASE PLATE.
: PROVIDE 1" GROUT NOTE
1/4
TYP
"4
3PL
W8
F8
W8 POST BASE PLATE DETAIL
1 1/2" = 1'-0"
-9.5
-10
/2
BENT PLATE
-9.5
BENT PLATE
VERT. C8
C8
M A
X
/2
A1 L4x4 BRACE CONN 1"=1'-0"
L4 x4
L4x4
1"
MAX
WP (CG OF L4x4)
TO BOT FLG)
BOLT GUSSET PL
(@ W21 LOCATION,
"8
3GUSSET PL
1/4
1/4 W21 BOT FLG
EXCEPT @
FLANGE
W27 BOTTOM
1 1/2"
SEE SHEETS S-001 THROUGH S-003.
FOR GENERAL STRUCTURAL NOTES, 1.
NOTES:
UNDER BASE PLATE
" GROUT 8
3: PROVIDE 1NOTE
9"9"
1 1/2"
T A
S K O
R D
E R N
O
D E
S
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D B
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D B
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D R
A W
N B
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IS
S
U E D
A T
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SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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N E
W Y
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T R
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F
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A L P
L A
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N E
W Y
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K
N Y
S C
A L E
S H
E E
T
D R
A W
IN
G C
O D
E
O F
K C -4
A B
E D
D O
W N
M C
G U
IR
E A
F B
B U
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IN
G T
O N C
O U
N T
Y
N E
W J
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S
E
R -1
-D -0
E
P T
E M
B E
R
A N
S I
D :1
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ID
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B/PL EL 132'-8"
" C12 (HEADER)
PL 3/8"x6"x9"
BRICK (E)
10" CMU (E)
PL 1/2" CONT (E)
W16x36 (E)
PL 3/8"x1'-3 1/4" CONT (E)
L3x3 CONT
/2
A325 BOLT (4 PLACES)
L
HOLE IN EXIST L4x3)
(MATCH LOCATION OF BOLT
L3x3 HANGER
L3x3 CONN
EA END TO MISS
BACK AS REQ'D
CONT. (E), CUT
L4x3x5/16 (LLV)
C12
C
3/16
3/16
3/16
3/16
3/16
3/16
9 1/2"
A 3 1/2"3"
3/16
3/16
2-12
2-12
1 1/2"
2"
B/PL EL 132'-8"
9 1/2"
BRICK (E)
10" CMU (E)
PL 1/2" CONT (E)W16x36 (E)
PL 3/8"x1'-3 1/4" CONT (E)
A
3 1/2"3"
(R)
(R)
INSULATED METAL PANEL (E)
L4x3x5/16 (LLV) CONT (E)
(R)
W8 (E)
(R)
L8x4 (LLH) (E)
(R)
L3x3x3/8 x 0'-4" LG (E)
1'-1"
A
SLEEVE ANCHOR (E)
(R)
INSULATED METAL PANEL (E)
L6x6x1/2 CONT (E)
SLAB (E)
(R)
W8 (E)
(R)
L8x4 (LLH) (E)
FDN (E)
(R)
GROUT AND STRIKE FLUSH WITH SLAB (E).
FILL SLEEVE ANCHOR WITH NON-SHRINK
NOTE: AFTER REMOVAL OF REMOVEABLE PANEL,
10" CMU (E)
A
(R)
DOOR OPENING &
BRICK (E)
C12x20.7 (E)
(FLUSH W/C12)
L3 1/2x3 1/2x5/16 CONT (E)
(R)
C5 (E)
(R)
INSULATED METAL PANEL (E)
(R)
L8x4 (LLH) (E)
REMOVABLE PANEL
MATERIAL AND GRIND SMOOTH.
FILL BOLT HOLES IN C12 (E) WITH WELD
NOTE: AFTER REMOVAL OF REMOVEABLE PANEL,
B/PL EL 132'-8"
9 1/2"
10" CMU (E)
PL 1/2" CONT (E)
W16x36 (E)
PL 3/8"x1'-3 1/4" CONT (E)
A 3 1/2"3"
BRICK (E)
REQ'D FOR L3x3 CONN)
(CUT HORIZ LEG AS
L3x3x1/4 CONTL3x3x3/8 x 0'- 9"
1/4
C12 (E)
CUT BACK 1/2" FROM
C12 (HEADER),
(E)
1/2" FROM C12
C12, CUT BACK
C12x20.7 (E)
TYP
3 SIDES,
1/4TYP
3 SIDES,
L3x3
L3x3
1/4
W/ 13/16" x 1 7/8" LONG SLOTTED
L5x3x3/8 x 0'-9" (LLH)
L4x3x3/8 x 0'-9" (LLH)1/4TYP
3 SIDES,
3-12
1/4 3-12
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FOR CONSTRUCTION
K L E
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N -1
(R) = REMOVE2.
SEE SHEETS S-001 THROUGH S-003.
FOR GENERAL STRUCTURAL NOTES, 1.
NOTES:
A5
DETAIL AT DOOR INTERIOR
1" = 1'-0"
A1
SECTION AT EXIST DOOR JAMB
1" = 1'-0"
A3
DETAIL AT BASE OF EXIST DOOR JAMB
1" = 1'-0"
1/4
3 SIDES
AND REPLACE EXISTING CMU AS REQ'D).
ADHESIVE ANCHORS (4" GA) (REMOVE
1 1/2"4"1 1/2"
(INSIDE FACE)
CONC STEM WALL (E)
(JAMB)
C12x20.7
EXIST.
3"
10"
OPENING.
OF C12 WEB, NOT IN DOOR
: CONN IS ON INSIDE NOTE
A
F1
SECTION
1" = 1'-0"
F3
SECTION
1" = 1'-0"
F5
SECTION
1" = 1'-0"
9"
20 1 3
1" = 1'-0"
T A
S K O
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D B
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D R
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N B
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U E D
A T
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SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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N E
W Y
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K D
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A B
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FLOOR
EXISTINGFINISHED
100' - 0"
ATTIC LEVEL
EXISTING LOW -BAY
113' - 11 1/2"
-BAY ROOF
EXISTING MID
124' - 0"
-11
HIGHBAY
EXISTING
129' - 6"
A-510
F5 OPP. HAND
A-520
E1
FLOOR
EXISTINGFINISHED
100' - 0"
ATTIC LEVEL
EXISTING LOW -BAY
113' - 11 1/2"
-BAY ROOF
EXISTING MID
124' - 0"
-9 -10
A-510
F7
HIGHBAY
EXISTING
129' - 6"
-9.5
A-510
C3
FLOOR
EXISTINGFINISHED
100' - 0"
A -G
A
HEIGHT
DOOR OPENING
24'-0"
TYP.
A-520
A4
A-520
F4
A-520
D4
A-520
A1
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FINAL DOCUMENT
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-0
3/8" = 1'-0" A1
BOT ADDITION WALL SECTION
3/8" = 1'-0"
A3
BOT ADDITION WALL SECTION
3/8" = 1'-0" A5
WST WALL SECTION
0 2' 4' 8'
SCALE: 3/8" = 1'-0"
GENERAL SHEET NOTES
SHEET KEYED NOTES
1 STANDING SEAM METAL ROOF (SSMR)
2 NOT USED.
3 RIGID INSULATION
4 INSULATED METAL WALL PANEL - R-16
5 FLASHING
6 EXISTING BUILDING FRAMING. SEE STRUCTURAL.
7 PROTECTION BOARD
8 EXISTING BRICK VENEER TO REMAIN
9 EXISTING CMU TO REMAIN
BEYOND.
OVERHEAD COILING ROLL-UP DOOR TRACK SHOWN
11 DEMOLISH EXISTING ANGLES. SEE STRUCTURAL DWGS.
12 DEMOLISH EXISTING LIFTING LUG.
13 DEMOLISH EXISTING EXPANSION ANCHORS.
14 EXISTING PLATE TO REMAIN. SEE STRUCTURAL DWGS.
15 EXISTING ROOF SHOWN BEYOND.
16 NOT USED.
17 THERMAL BARRIER
18 CONCRETE MASONRY UNIT (CMU)
19 BRICK VENEER
20 RIGID INSULATION, R= 20
21 SUSPENDED ACCOUSTICAL CEILING
22 DOOR. SEE DOOR SCHEDULE.
23 STEEL DOOR FRAME
24 6" BATT INSULATION
25 CONC. FLOOR SLAB
26 8" LIGHT GAUGE METAL STUDS @ 16" O.C.
27 (2) TWO LAYERS OF 5/8" GWB
28 5/8" GYP. BOARD
29 EXISTING RECESSED FLOOR SLAB
30 EXISTING RAISED ACCESS FLOOR
31 C- CHANNEL. SEE STRUCTURAL DWGS.
32 3 5/8" LIGHT GAUGE METAL STUDS @ 16" O.C.
33 EXISTING FOUNDATION
34 EXTERIOR LIGHT FIXTURE. SEE ELECTRICAL DWGS.
35 LINEAR LIGHT FIXTURE. SEE ELECTRICAL DWGS.
36 ELECTRICAL EQUIPMENT. SEE ELECTRICAL DWGS.
WSTEQUIPMENT BY OTHERS.
WST UNIT CLEARANCE ENVELOPE (F.10)
FRAME
SEE STRUCTURAL FOR DEMOLITION OF STEEL
39 SEE STRUCTURAL FOR NEW FRAMING
SEE SHEET A-601 FOR DOOR SCHEDULE.E.
AND KEYNOTES AS APPROPRIATE.
INDICATED AND SHOWN BY LINEWORK AND NOTES. SEE LEGENDS
TEMPORARY AND/OR DEMOLITION ITEMS, IF APPLICABLE, ARE D.
AND CLIENT.
REQUIRED AND WILL NEED COORDINATION WITH THE TENANT(S)
WASTE MANAGEMENT AND OTHER ASSOCIATED PRACTICES ARE
WORK, CONTROLLED ACCESS TO THE FACILITY, TRASH AND
DELIVERIES, MANAGEMENT, SECURITY, AND SAFETY, HOURS OF
TIMES. LIKEWISE, COORDINATION OF CONSTRUCTION,
SHALL REMAIN IN FORCE AND SHALL BE MAINTAINED AT ALL
ALL TIMES DURING CONSTRUCTION. LIFE SAFETY PROVISIONS
IT IS ANTICIPATED THAT THIS BUILDING WILL REMAIN OCCUPIED AT C.
SEE SHEET A-100 FOR LIFE SAFETY PLAN AND NOTES. B.
INFORMATION USED.
GENERAL NOTES, LEGENDS, SYMBOLS AND BUILDING
SEE SHEET A-001 FOR ABBREVIATIONS. SEE SHEET A-010 FOR A.
S K O
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S
U E D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
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IN
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A B
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FLOOR
EXISTINGFINISHED
100' - 0"
-11
M
IN
0'-2"
EXISTING STEEL JAMB
CHANNEL
EXISTING BRICK
VENEER CMU WALL
O.H.DOOR TRACK
OVERHEAD DOOR
SEALANT
RE-SEAL EXISTING JOINT
EXISTING PAVING
WEATHERSTRIP
O.H.DOOR
SEALANT
A
EXISTING RIGID
INSULATION
SEALANT
DRIP FLASHING
EXISTING BRICK
VENEER, TIES, AND
WEEPS
MFR. CONCEALED CLIP
INSULATED METAL
WALL PANEL
STEEL FRAMING. SEE
STRUCTURAL
EXISTING CMU
MFR. CONCEALED CLIP
INSULATED METAL
WALL PANEL
STEEL FRAMING. SEE
STRUCTURAL
DRIP FLASHING
MFR. CONCEALED CLIP
STEEL FRAMING. SEE
STRUCTURAL
SEALANT
OVERHEAD
DOOR W/
EXPOSED METAL
SHROUD
FINISHED TO
MATCH
INSULATED
METAL PANELS
A
A
A
V.I.F.
32'-0"
EL.
0'-3 1/4"
SEE
STRUCTURAL
DRAWINGS
SEE
STRUCTURAL
DRAWINGS
SEE
DRAWINGS
SEE
STRUCTURAL
DRAWINGS
V.I.F.
24'-0"
EL.
EXISTING STEEL JAMB
CHANNEL
EXISTING BRICK
VENEER CMU WALL
INSULATED
METAL PANEL
SEALANT
STEEL
FRAMING. SEE
SHEET KEYED NOTES
GENERAL SHEET NOTES
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-1
1 1/2" = 1'-0"E1
GRADE DETAIL
1'0 6"3"
SCALE: 3" = 1'-0"
1 TOP OF SLAB. SEE STRUCTURAL DWGS.
2 12" CONCRETE MASONSRY UNIT (CMU)
3 RIGID INSULATION
4 FLASHING
5 BRICK VENEER
6 GRADE
7 FOUNDATION. SEE STRUCTURAL DWGS.
8 GROUT SOLID
9 WEEP HOLES
10 BRICK LEDGE. SEE STRUCTURAL DWGS.
11 METAL STUD WALL
12 STEEL TUBE AND PLATE. SEE STRUCTURAL.
13 LOUVER AS SCHEDULED.
14 BRICK VENEER, RIGID INSULATION, ETC.
15 BIRD SCREEN
INFORMATION USED.
GENERAL NOTES, LEGENDS, SYMBOLS AND BUILDING
SEE SHEET A-001 FOR ABBREVIATIONS. SEE SHEET A-010 FOR A.
3" = 1'-0"A6
EXT. LOUVER SILL (STUD WALL)
2'0 1'6"
SCALE: 1 1/2" = 1'-0"
3" = 1' - 0"
EXT. LOUVER JAMB (STUD WALL)
C8
3" = 1' - 0"
EXT. LOUVER HEAD (STUD WALL)
E6
1 1/2" = 1'-0"C1
DOOR JAMB DETAILO.H.
1 1/2" = 1'-0"A1
DOOR SILL DETAIL
1 1/2" = 1'-0"F4
PANEL HEAD DETAIL
1 1/2" = 1'-0"D4
INTERMEDIATE FRAME DETAIL
1 1/2" = 1'-0"A4
O. H. HEAD DOOR DETAIL
3' - 0"
VARIES, SEE DOOR SCHEDULE
V A
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3' - 0" 0' - 2"0' - 2"
S A
F E
T Y
G L
A S
S
0' - 6" 0' - 6"
0' - 8"
11 1
S M
US Army Corps of Engineers ®
SHEET ID
U S
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A R
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D O
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D U
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USACE STANDARD DOOR SCHEDULE
DOOR NO. TYPE
DOOR
FIRE RATING
FRAME
SILL HARDWARE COMMENTS:
SIZE
MATERIAL FINISH TYPE MATERIAL FINISH
DETAILS
WIDTH HEIGHT THICKNESS HEAD JAMB
101C - 6' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. EXISTING DOOR. CLEAN, ADJUST AND LUBRICATE HARDWARE
101D - 6' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. EXISTING DOOR. CLEAN, ADJUST AND LUBRICATE HARDWARE
118C 3' - 0" 7' - 0" 0' - 1 3/4" HM EXIST. - STL EXIST. - - - EXIST. SECURE DOOR, RELOCATE, RE-INSTALL CLEAN, ADJUST AND LUBRICATE HARDWARE
119B - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. EXISTING DOOR. CLEAN, ADJUST, AND LUBRICATE HARDWARE
120B - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. EXISTING DOOR. CLEAN, ADJUST AND LUBRICATE HARDWARE
129A - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. EXISTING DOOR. CLEAN, ADJUST AND LUBRICATE HARDWARE
130A - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. EXISTING DOOR. CLEAN, ADJUST AND LUBRICATE HARDWARE
137A - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. EXISTING DOOR. CLEAN, ADJUST, AND LUBRICATE HARDWARE
138A - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. EXISTING DOOR. CLEAN, ADJUST AND LUBRICATE HARDWARE
139A - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. EXISTING DOOR TO BE DEMOLISHED. SALVAGE AND REINSTALL.
139B - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. EXISTING DOOR TO BE DEMOLISHED. SALVAGE AND REINSTALL.
139C - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. REINSTALL EXISTING DOOR AND HARDWARE. CLEAN, ADJUST AND LUBRICATE HARDWARE.
140A - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. EXISTING DOOR. CLEAN, ADJUST AND LUBRICATE HARDWARE
141A - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. EXISTING DOOR. CLEAN, ADJUST AND LUBRICATE HARDWARE
142A - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. EXISTING DOOR. CLEAN, ADJUST AND LUBRICATE HARDWARE
143A - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. EXISTING DOOR. CLEAN, ADJUST AND LUBRICATE HARDWARE
144A - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. E8/A-501 C5/A-501 - EXIST. EXISTING DOOR. CLEAN, ADJUST AND LUBRICATE HARDWARE
145A D 13' - 4" 16' - 0" 0' - 0 1/2" STL PREFINISHED - MFR. STL - E5/A-501 C5/A-501 - SET 4 OVERHEAD MOTORIZED COLLING DOOR. SILL DETAIL A1/ A-501
145B B 3' - 0" 7' - 0" 0' - 1 3/4" HM PAINT B STL PAINT F3/A-501 C3/A-501 - SET 1 STC 40
145C - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL EXIST. - - - EXIST. EXISTING DOOR. CLEAN, ADJUST, AND LUBRICATE HARDWARE
146A E 6' - 0" 7' - 0" 0' - 1 3/4" EXIST. PAINT - G - - - - - SET 2 EXISTING DOOR. CLEAN, ADJUST, AND LUBRICATE HARDWARE
147A - 6' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - - - - - - EXIST. EXISTING DOOR. CLEAN, ADJUST, AND LUBRICATE HARDWARE
150A F 4' - 6" 7' - 0" 0' - 1 3/4" HM PAINT - D STL PAINT F8/A-501 C8/A-501 - SET 2 ACTIVE DOOR= 3'-0" WIDE , INACTIVE DOOR 1'-6" WIDE
150B A 3' - 0" 7' - 0" 0' - 1 3/4" HM PAINT - B STL - F8/A-501 C8/A-501 SET 3 STC 40
150C D 18' - 0" 16' - 0" 0' - 0 1/2" STL PREFINISHED - MFR. STL - E5/A-501 C5/A-501 - SET 4 OVERHEAD MOTORIZED COLLING DOOR.
150D A 3' - 0" 7' - 0" 0' - 1 3/4" HM PAINT - A STL PAINT E8/A-501 C8/A-501 SET 3 STC 40
152C D 18' - 0" 24' - 0" 0' - 0 1/2" STL PREFINISHED - MFR. STL - A4/A-520 C1/A-520 A1/A-520 SET 4 MOUNT DOOR WITHIN EXISTING OPENING. OVERHEAD MOTORIZED COILING DOOR.
152D - 6' - 0" 7' - 0" 0' - 1 3/4" EXIST. EXIST. - - STL - - - - EXIST. EXISTING DOOR. CLEAN, ADJUST, AND LUBRICATE HARDWARE
152F - 6' - 4" 7' - 0" 0' - 1 3/4" EXIST. PAINT - - STL - - - - EXIST. EXISTING DOOR. CLEAN, ADJUST, AND LUBRICATE HARDWARE
152H - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. PAINT - - STL - - - - EXIST. EXISTING ACCESS CONTROL DOOR. CLEAN, AJDUST, AND LUBRICATE HARDWARE
152I - 6' - 0" 7' - 0" 0' - 1 3/4" EXIST. PAINT - - STL - - - - EXIST. EXISTING DOOR. CLEAN, ADJUST AND LUBRICATE HARDWARE
152J - 6' - 0" 7' - 0" 0' - 1 3/4" EXIST. PAINT - - STL - - - - EXIST. EXISTING DOOR. CLEAN, ADJUST AND LUBRICATE HARDWARE
152K - 3' - 0" 7' - 0" 0' - 1 3/4" EXIST. PAINT - - STL - - - - EXIST. EXISTING ACCESS CONTROL DOOR. CLEAN, AJDUST, AND LUBRICATE HARDWARE
152L - 6' - 0" 7' - 0" 0' - 1 3/4" EXIST. PAINT - - STL - - - - EXIST. EXISTING DOOR. CLEAN, ADJUST, AND LUBRICATE HARDWARE
152M D 18' - 0" 24' - 0" 0' - 0 1/2" STL PREFINISHED - MFR. STL - A4/A-520 C1/A-520 A1/A-520 SET 4 MOUNT DOOR WITHIN EXISTING OPENING. OVERHEAD MOTORIZED COILING DOOR. NRP
152N - 6' - 0" 7' - 0" 0' - 1 3/4" EXIST. PAINT - - - - - - - EXIST. EXISITING DOOR. CLEAN, ADJUST AND LUBRICATE HARDWARE
A. REMOVATION WORK HAS LIMITED SCOPE. NOT ALL DOORS ARE
INCLUDED. DOOR SCHEDULE ONLY INCLUDES AFFECTED
DOORS.
B. EXISTING DOORS TO BE DEMOLISHED ARE INDICATED WITH
DIRECTIONS ON SALVAGE AND RE-USE.
GENERAL SHEET NOTES
TYPE B TYPE A TYPE C
1/4" = 1'-0"A5
TYPE D
TYPE B TYPE A TYPE C
1/4" = 1' - 0"
DOOR FRAME ELEVATIONS
A1
IS
S U
E F
O R
C O
N S
T R
U C
T
IO
N
/3
/1
R
E S
P O
N S
E T
O C
L
IE
N T
C O
M M
E N
T S
/0
/1
A
M E
N D
M E
N T
/0
/1
W
S T
O V
E R
H E
A D
D O
O R
M O
D
IF
IC
A
T
IO
N S
/1 /1
TYPE D TYPE E TYPE F
TYPE D
TYPE E TYPE F
1/4" = 1' - 0"
DOOR ELEVATIONS
B1
- NOT USED -
- NOT USED -
SEE A5/ A-601
SEE A5/ A-601
TYPE D DOOR ELEVATION
DOORS 152C & 152M
INSULATED METAL WALL
PANELS. SEE SHEET A-520.
DOORS 152C &
152M
FACE OF O.H.
DOOR SHROUD.
| 163001-2319-SD102 |
| Sheets |
| SD102 - DEMOLITION PLAN - WST |
| 163001-2319-SD301 |
| 163001-2319-SD301 |
| 163001-2319-S-102 |
| Sheets |
| S-102 - FOUNDATION PLAN - WST |
| SD102 - DEMOLITION PLAN - WST |
| 163001-2319-S-301 |
| 163001-2319-S-301 |
| 163001-2319-S-530 |
| 163001-2319-S-530 |
| 163001-2319-S-532 |
| 163001-2319-S-532 |
| 163001-2319-A-310.pdf |
| 163001-2319-A-310 |
| 163001-2319-A-520.pdf |
| 163001-2319-A-520 |
| 163001-2319-A-601.pdf |
| Sheets |
| A-601 - DOOR SCHEDULE AND DETAILS |
| Amendment 8 - KC46 BOT - Plans.pdf |
| Sheets |
| A-202 - ENLARGED BUILDING ELEVATIONS |
File details come from the government source that posted it.