DRAWINGS_2_of_3.pdf
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F.F.
0.00
GRADE
-3.65
A-303
W3
4'
2" 4'
8"
2'
0" 7'
0"
G
AT
E
3'
0"
3'
6"
A-305
J K L
LEGEND
NEW CONSTRUCTION
EXISTING
F.F.
0.00
GRADE
-3.65
OPEN OFFICE
VESTIBULE
CONFERENCE
A-503
A-306
GENERAL NOTES
1. SEE A-603 FOR EXTERIOR FINISH SCHEDULE.
2. REFER TO ROOM FINISH SCHEDULE A-604 FOR COLOR AND
FINISH INFORMATION.
3. WHERE ACCESSORIES, SUCH AS MIRRORS AND PAPER TOWEL
DISPENSERS BRIDGE TILE TO GWB PROVIDE SOLID SHIM BETWEEN
ACCESSORY AND THE GWB SURFACE. SHIM THICKNESS SHALL
MATCH PROJECTION OF TILE FROM WALL.
4. WALL TILE SHALL BE INSTALLED USING MFR'S STANDARD TILE
TRIM PIECES INCLUDING BULLNOSE COVED BASE, COVED BASE
CORNERS, AND INSIDE & OUTSIDE CORNER TRIM.
5. INSTALL BACKING AND BLOCKING IN WALL CAVITY BEHIND
ACCESSORIES TO PROVIDE SECURE MOUNTING.
6. FLAT SCREEN TELEVISIONS WILL BE FURNISHED AND INSTALLED
BY THE GOVERNMENT. VERIFY MODEL AND SIZE WITH COR. WALL
MOUNT BRACKETS SHALL BE PROVIDED BY THE CONTRACTOR.
PROVIDE SOLID BLOCKING IN STUD WALLS FOR BRACKET
ANCHORAGE. BRACKET SHALL BE CANTILIVER, DOUBLE SWING ARM
TYPE WITH 180 DEGREES OF SWIVEL AND 20 DEGREES OF TILT.
BRACKET SHALL PERMIT TELEVISION TO BE POSITIONED WITHIN 6
INCHES OF WALL. COORDINATE LOCATION OF POWER AND CATV
OUTLETS AT BRACKET LOCATIONS.
7. SEE 1/A-507 FOR TYPICAL INTERIOR ELEVATION DETAILS.
8. PROVIDED FINISH FLOOR (F.F.) AND GRADE ELEVATIONS ARE
FOR COORDINATION PURPOSES ONLY. SEE CIVIL SHEET CG101
FOR SURVEY ELEVATIONS. CONTRACTOR TO FIELD VERIFY
SURVEY ELEVATIONS PRIOR TO CONSTRUCTION. IF INCONSISTENT
ELEVATIONS ARE VERIFIED IMMEDIATELY CONTACT COR FOR
COORDINATION.
SHEET
IDENTIFICATION
D R
A W N
BY
D
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I G N
BY
SB
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BY
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KD
BY
US ARMY CORPS OF
ENGINEERS ®
"X
FI
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SC
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SHEET OF
1 2 3 4 5
D
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B
A
FY
P N
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A G
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SEATTLE DISTRICT
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C:\Users\G3ENEBS9\Documents\FY15_PN442995_DLAWR_General_r2015_G3ENEBS9.rvt
BU
SH
BU
SH
A-301
B U
IL
D
IN
G
SE
C
TI
O
N S I
G R
EG
O
R Y
1/4" = 1'-0"A-301
1 BUILDING SECTION - ENTRY
0"2' 4' 8'1'3'4'
SCALE: 1/4"=1'-0"
SHEET KEYNOTES
# NOTE
1 NEW EXTERIOR CORRUGATED METAL PANEL INFILL
IN EXISTING OPENING (MTL-1)
2 NEW CHAIN LINK GATE
3 STEEL PIPE GUARDRAIL WITH HANDRAIL, PAINT
EPT-2
4 NEW CONCRETE SLAB, SEE STRUCTURAL
5 WALK-OFF METAL FLOOR GRATING AND FRAME SET
IN NEW CONCRETE SLAB (WOG-1)
6 BLAST RESISTANT ALUMINUM CURTAINWALL
SYSTEM, SEE PLANS AND ELEVATIONS (ANOD-1)
7 SUSPENDED ACOUSTIC CEILING TILE, 2X2 (ACT-1)
8 EXISTING WAREHOUSE ROOF
1/4" = 1'-0"A-301
2 BUILDING SECTION - OPEN OFFICE AND LOBBY
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
GRADE
-3.65
CEILING
10.00
A-303
A-303
OPERATING SUPPLY
STORAGE
SUPERVISOR I
SUPERVISOR II
FORKLIFT CHARGING
D E G H K L
112A 112B 112C 112G 113B 113C
W4
CONFERENCE
R1R1
A-305
A-305
A-305
T.O.P.
12.00
LEGEND
NEW CONSTRUCTION
EXISTING
GENERAL NOTES
1. SEE A-603 FOR EXTERIOR FINISH SCHEDULE.
2. REFER TO ROOM FINISH SCHEDULE A-604 FOR COLOR AND
FINISH INFORMATION.
3. WHERE ACCESSORIES, SUCH AS MIRRORS AND PAPER TOWEL
DISPENSERS BRIDGE TILE TO GWB PROVIDE SOLID SHIM BETWEEN
ACCESSORY AND THE GWB SURFACE. SHIM THICKNESS SHALL
MATCH PROJECTION OF TILE FROM WALL.
4. WALL TILE SHALL BE INSTALLED USING MFR'S STANDARD TILE
TRIM PIECES INCLUDING BULLNOSE COVED BASE, COVED BASE
CORNERS, AND INSIDE & OUTSIDE CORNER TRIM.
5. INSTALL BACKING AND BLOCKING IN WALL CAVITY BEHIND
ACCESSORIES TO PROVIDE SECURE MOUNTING.
6. FLAT SCREEN TELEVISIONS WILL BE FURNISHED AND INSTALLED
BY THE GOVERNMENT. VERIFY MODEL AND SIZE WITH COR. WALL
MOUNT BRACKETS SHALL BE PROVIDED BY THE CONTRACTOR.
PROVIDE SOLID BLOCKING IN STUD WALLS FOR BRACKET
ANCHORAGE. BRACKET SHALL BE CANTILIVER, DOUBLE SWING ARM
TYPE WITH 180 DEGREES OF SWIVEL AND 20 DEGREES OF TILT.
BRACKET SHALL PERMIT TELEVISION TO BE POSITIONED WITHIN 6
INCHES OF WALL. COORDINATE LOCATION OF POWER AND CATV
OUTLETS AT BRACKET LOCATIONS.
7. SEE 1/A-507 FOR TYPICAL INTERIOR ELEVATION DETAILS.
8. PROVIDED FINISH FLOOR (F.F.) AND GRADE ELEVATIONS ARE
FOR COORDINATION PURPOSES ONLY. SEE CIVIL SHEET CG101
FOR SURVEY ELEVATIONS. CONTRACTOR TO FIELD VERIFY
SURVEY ELEVATIONS PRIOR TO CONSTRUCTION. IF INCONSISTENT
ELEVATIONS ARE VERIFIED IMMEDIATELY CONTACT COR FOR
COORDINATION.
SHEET
IDENTIFICATION
D R
A W N
BY
D
ES
I G N
BY
SB
M
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BY
S
IZ
E :
FI
LE
N
A M
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D
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C O
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N O
S O
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N O
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AR
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IN
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A
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D
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TR
IC
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C
KD
BY
US ARMY CORPS OF
ENGINEERS ®
"X
FI
LE
N U
M
BE
R
P
LO
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SC
A
LE
P
LO
T D
AT
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SHEET OF
1 2 3 4 5
D
C
B
A
FY
P N
D
EF
EN
S E
LO
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TI
C S
A G
E N
C Y
SEATTLE DISTRICT
SE
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C:\Users\G3ENEBS9\Documents\FY15_PN442995_DLAWR_General_r2015_G3ENEBS9.rvt
BU
SH
BU
SH
A-302
B U
IL
D
IN
G
SE
C
TI
O
N S
II
G R
EG
O
R Y
1/4" = 1'-0"A-302
1 BUILDING SECTION - FORKLIFT CHARGING, SECURE STORAGE, AND ADDITION
0"2' 4' 8'1'3'4'
SCALE: 1/4"=1'-0"
SHEET KEYNOTES
# NOTE
1 OVERHEAD COILING DOOR, MOTOR OPERATOR
2 STEEL DOOR AND FRAME
3 GYPSUM BOARD CEILING ON BOTTOM OF
STRUCTURAL WOOD JOISTS (PAINT PT-1)
4 SUSPENDED ACOUSTIC CEILING TILE, 2X2 (ACT-1)
5 WOOD CHAIR RAIL
6 EXISTING WAREHOUSE ROOF
7 STEEL BOLLARD, PAINT SAFETY YELLOW TYP (PT-4),
SEE STRUCTURAL
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
F.F.
0.00
GRADE
-3.65
CEILING
10.00
A-301
A-302
SUPERVISOR I
R11" 12"
W2
116A
3'
0"
3'
8"
BAY #1
A-306
A-306
STAIR A
T.O.P.
12.00
101A
W2
F.F.
0.00
A-302
FORKLIFT CHARGING
R1 1"
12"
6" 1' - 8" 6" 2' - 4"
BAY #1
A-503
A-306
T.O.P.
12.00
LEGEND
NEW CONSTRUCTION
EXISTING
GENERAL NOTES
1. SEE A-603 FOR EXTERIOR FINISH SCHEDULE.
2. REFER TO ROOM FINISH SCHEDULE A-604 FOR COLOR AND
FINISH INFORMATION.
3. WHERE ACCESSORIES, SUCH AS MIRRORS AND PAPER TOWEL
DISPENSERS BRIDGE TILE TO GWB PROVIDE SOLID SHIM BETWEEN
ACCESSORY AND THE GWB SURFACE. SHIM THICKNESS SHALL
MATCH PROJECTION OF TILE FROM WALL.
4. WALL TILE SHALL BE INSTALLED USING MFR'S STANDARD TILE
TRIM PIECES INCLUDING BULLNOSE COVED BASE, COVED BASE
CORNERS, AND INSIDE & OUTSIDE CORNER TRIM.
5. INSTALL BACKING AND BLOCKING IN WALL CAVITY BEHIND
ACCESSORIES TO PROVIDE SECURE MOUNTING.
6. FLAT SCREEN TELEVISIONS WILL BE FURNISHED AND INSTALLED
BY THE GOVERNMENT. VERIFY MODEL AND SIZE WITH COR. WALL
MOUNT BRACKETS SHALL BE PROVIDED BY THE CONTRACTOR.
PROVIDE SOLID BLOCKING IN STUD WALLS FOR BRACKET
ANCHORAGE. BRACKET SHALL BE CANTILIVER, DOUBLE SWING ARM
TYPE WITH 180 DEGREES OF SWIVEL AND 20 DEGREES OF TILT.
BRACKET SHALL PERMIT TELEVISION TO BE POSITIONED WITHIN 6
INCHES OF WALL. COORDINATE LOCATION OF POWER AND CATV
OUTLETS AT BRACKET LOCATIONS.
7. SEE 1/A-507 FOR TYPICAL INTERIOR ELEVATION DETAILS.
8. PROVIDED FINISH FLOOR (F.F.) AND GRADE ELEVATIONS ARE
FOR COORDINATION PURPOSES ONLY. SEE CIVIL SHEET CG101
FOR SURVEY ELEVATIONS. CONTRACTOR TO FIELD VERIFY
SURVEY ELEVATIONS PRIOR TO CONSTRUCTION. IF INCONSISTENT
ELEVATIONS ARE VERIFIED IMMEDIATELY CONTACT COR FOR
COORDINATION.
SHEET
IDENTIFICATION
D R
A W N
BY
D
ES
I G N
BY
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
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D
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C O
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N O
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AR
M
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IN
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A
TT
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D
IS
TR
IC
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C
KD
BY
US ARMY CORPS OF
ENGINEERS ®
"X
FI
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N U
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BE
R
P
LO
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SC
A
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P
LO
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AT
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SHEET OF
1 2 3 4 5
D
C
B
A
FY
P N
D
EF
EN
S E
LO
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TI
C S
A G
E N
C Y
SEATTLE DISTRICT
SE
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C:\Users\G3ENEBS9\Documents\FY15_PN442995_DLAWR_General_r2015_G3ENEBS9.rvt
BU
SH
BU
SH
A-303
B U
I L D
IN
G
SE
C
TI
O
N S
IV
G
R
EG
O R
Y
1/4" = 1'-0"A-303
1 BUILDING SECTION - STAIR AND SUPERVISOR OFFICE
1/4" = 1'-0"A-303
2 BUILDING SECTION - FORKLIFT CHARGING
0"2' 4' 8'1'3'4'
SCALE: 1/4"=1'-0"
SHEET KEYNOTES
# NOTE
1 BLAST RESISTANT ALUMINUM CURTAINWALL
SYSTEM, SEE PLANS AND ELEVATIONS (ANOD-1)
2 NOMINAL 2x6 (RANDOM LENGTHS) WOOD PLANKS
INSTALLED HORIZONTALLY. BUTT JOINTS TO BE
INSTALLED RANDOMLY, ADJACENT JOINTS SHOULD
NOT ALIGHN. (FINISH STN-2)
3 STEEL BOLLARD, PAINT SAFETY YELLOW TYP (PT-4),
SEE STRUCTURAL
4 SUSPENDED ACOUSTIC CEILING TILE, 2X2 (ACT-1)
5 NEW CHAIN LINK FENCE, SEE CIVIL DRAWINGS
6 STEEL PIPE HANDRAIL, PAINT EPT-2
7 EXISTING NATURAL GAS PIPE, DO NOT DISTURB
8 FORKLIFT CHARGING ROOM EXHAUST, VENT TO
EXTERIOR, SEE MECHANICAL
9 EXISTING WAREHOUSE ROOF
10 NEW CONCRETE SLAB, SEE STRUCTURAL
11 NEW CONCRETE STAIRS, SEE STRUCTURAL
12 OVERHEAD COILING DOOR, MOTOR OPERATOR
13 NEW EMERGENCY EYEWASH/SHOWER STATION,
SEE PLUMBING
14 FORKLIFT CHARGING STATION, SEE ELECTRICAL
DRAWINGS
15 CORRUGATED METAL PANEL ROOFING (MTL-2)
16 NEW ALUMINUM WINDOW IN EXISTING OPENING
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
LEGEND
NEW CONSTRUCTION
EXISTING
F.F.
0.00
A-502 4 A-502
A-502
J
EXISTING NATURAL GAS PIPE,
DO NOT DISTURB
BLAST RESISTANT ALUMINUM
CURTAINWALL ASSEMBLY
(FINISH ANOD-1)
1" INSULATED GLAZING UNITS
(IGU-1), TYPICAL FOR ALL
EXTERIOR GLAZING
EXISTING ROOF OVER
ADMINISTRATIVE OFFICES
WALK OFF METAL GRATING
RECESSED IN NEW SLAB (WOG-1)
NEW CONCRETE SLAB,
SEE STRUCTURAL
3" 3' - 7" 6"
1'
7'
0" D
O O
R C
LE
AR
F.F.
0.00
CEILING
10.00
K
SUPERVISOR I
MINIMUM R-20 BATT
INSULATION BETWEEN
STRUCTURAL WOOD JOISTS
2X6 WOOD FURRING ON INSIDE
OF EXISTING CONCRETE PANEL,
INFILL WITH MINIMUM R-20 BATT
INSULATION
GWB FINISH, SEE INTERIOR
FINISH SCHEDULE
EXISTING
CONCRETE PANEL
SUSPENDED ACOUSTIC
CEILING TILE (ACT-1), SEE
REFLECTED CEILING PLANS
A-503
A-503
T.O.P.
12.00
CEILING
10.00
OPERATING SUPPLY
STORAGE
SUPERVISOR II
MINIMUM R-20 BATT
INSULATION BETWEEN 2X6
WOOD STUDS
GWB FINISH, SEE INTERIOR
FINISH SCHEDULE
PLYWOOD FINISH,
SEE INTERIOR
FINISH SCHEDULE
F.F.
0.00
FORKLIFT CHARGING
2X6 HORIZONTAL PLANKS
(FINISH STN-2)
CORRUGATED METAL PANEL (MTL-2)
ON PLYWOOD DECK
GYPSUM BOARD CEILING FASTENED
TO UNDERSIDE OF STRUCTURAL
WOOD JOISTS (PAINT PT-1)
2B
A-503
A-503
T.O.P.
12.00
SHEET
IDENTIFICATION
D R
A W N
BY
D
ES
I G N
BY
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
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D
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C O
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N O
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O
F
EN
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IN
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A
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D
IS
TR
IC
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KD
BY
US ARMY CORPS OF
ENGINEERS ®
"X
FI
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N U
M
BE
R
P
LO
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SC
A
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P
LO
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AT
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SHEET OF
1 2 3 4 5
D
C
B
A
FY
P N
D
EF
EN
S E
LO
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TI
C S
A G
E N
C Y
SEATTLE DISTRICT
SE
AT
TL
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HI
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TO
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BU
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4 4 2-
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7/
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3:
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C:\Users\G3ENEBS9\Documents\FY15_PN442995_DLAWR_General_r2015_G3ENEBS9.rvt
BU
SH
BU
SH
A-305
W A
LL
SE
C T I
O N
S I
G R
EG
O
R Y
2'2'
SCALE: 3/4"=1'-0"
0"1' 6"
3/4" = 1'-0"A-305
1 ENTRY CURTAIN WALL
3/4" = 1'-0"A-305
4 EXTERIOR FURRED WALL
3/4" = 1'-0"A-305
3 DEMISING WALL
3/4" = 1'-0"A-305
2 FORKLIFT CHARGING WALL
1. PROVIDED FINISH FLOOR (F.F.) AND GRADE
ELEVATIONS ARE FOR COORDINATION PURPOSES
ONLY. SEE CIVIL SHEET CG101 FOR SURVEY
ELEVATIONS. CONTRACTOR TO FIELD VERIFY SURVEY
ELEVATIONS PRIOR TO CONSTRUCTION. IF
INCONSISTENT ELEVATIONS ARE VERIFIED
IMMEDIATELY CONTACT COR FOR COORDINATION.
GENERAL NOTES
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
LEGEND
EXISTING
F.F.
0.00
CEILING
10.00
SUPERVISOR I
4'
2" 4'
8"
1'
6" 2'
8"
CORRUGATE METAL PANEL INFILL
IN EXISTING OPENING (MTL-1)
MININUM R-20 BATT INSULATION
BETWEEN STUDS
MININUM R-20 BATT
INSULATION BETWEEN
STRUCTURAL WOOD
JOISTS
SUSPENDED ACOUSTIC
CEILING TILE (ACT-1), SEE
REFLECTED CEILING PLANS
NEW BLAST RESISTANT
ALUMINUM WINDOW
1" INSULATED GLAZING UNIT (IGU-1),
TYPICAL FOR ALL EXTERIOR
GLAZING
NEW EXTERIOR
CONCRETE SLAB,
SEE STRUCTURAL
A-502
A-502
A-504
A-504
STEEL AT/FP TUBE FRAMING SIZES,
SEE STRUCTURAL DRAWINGS
STEEL AT/FP TUBE FRAMING SIZES,
SEE STRUCTURAL DRAWINGS
WALL MOUNTED ROLLER SHADE
ASSEMBLY PER MFR. RCM
CEILING
10.00
SUPERVISOR I
5'
6" 3'
4"
1'
6" 2'
4"
1'
8"
MINIMUM R-20 BATT
INSULATION BETWEEN
STRUCTURAL WOOD
JOISTS
2X6 HORIZONTAL WOOD
PLANKS (STN-2)
MINIMUM R-20 BATT
INSULATION BETWEEN
WOOD STUDS
1" INSULATED GLAZING
UNIT (IGU-1)
NEW ALUMINUM FRAMED
WINDOW
EXISTING
CONCRET SLAB
CORRUGATED METAL
ROOF PANELS ON
PLYWOOD DECK (MTL-2)
A-503
A-503
T.O.P.
12.00
A-504
A-504
F.F.
0.00
FORKLIFT
CHARGING
8'
0" C
LE
AR
O
PE
N
IN
G
2X6 HORIZONTAL WOOD
PLANKS (STN-2)
OVERHEAD COILING DOOR
WITH MOTORIZED OPENER
CORRUGATED METAL
ROOF PANELS ON
PLYWOOD DECK (MTL-2)
GYPSUM BOARD FASTENED TO
UNDERSIDE OF STRUCTURAL
WOOD JOISTS (PAINT PT-1)
EXISTING CONCRETE
SLAB, POLISH AND SEAL
A-503
T.O.P.
12.00
WRAP 2X6 AT HEAD (STN-2)
F.F.
0.00
CEILING
10.00
3'
1/
8"
OPEN OFFICE
2X6 P.T. FURRING ON EXISTING
CONCRETE WALL, GYP BD
INTERIOR FINISH
EXISTING NAT.
GAS PIPE, DO
NOT DISTURB
EXISTING T&G DECKING WITH
LOW SLOPE ROOF MEMBRANE,
DO NOT DISTURB
1" INSULATED GLAZING
UNIT (IGU-1), TYPICAL ALL
EXTERIOR GLAZING
NEW ALUMINUM WINDOW
FRAME, FINISH ANOD-1
EXISTING EXTERIOR
CONCRETE PANEL
A-504
A-504
STEEL AT/FP TUBE FRAMING,
SEE STRUCTURAL DRAWINGS
STEEL AT/FP TUBE FRAMING,
SEE STRUCTURAL DRAWINGS
ACOUSTIC TILE CEILING
A-503
SIM
ROLLER TUBE & SHADE ASSEMBLY,
MOUNT PER MFR RCM
SHEET
IDENTIFICATION
D R
A W N
BY
D
ES
I G N
BY
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
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C O
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N O
S O
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C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
BY
US ARMY CORPS OF
ENGINEERS ®
"X
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A
FY
P N
D
EF
EN
S E
LO
G
IS
TI
C S
A G
E N
C Y
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
JU
LY
BU
IL
D
IN
G
W
AR
EH
O
U S
E R
EM
O
D
EL
JO
IN
T
BA
S E
LE
W
IS
-M cC H
O R
D , W
AS
H
IN
G
TO
N
K .N
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O W
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2 D W
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C:\Users\G3ENEBS9\Documents\FY15_PN442995_DLAWR_General_r2015_G3ENEBS9.rvt
BU
SH
BU
SH
A-306
W A
LL
SE
C
TI
O N
S I I
G R
EG
O
R Y
2'2'
SCALE: 3/4"=1'-0"
0"1' 6"
3/4" = 1'-0"A-306
2 EXTERIOR INFILL WALL
3/4" = 1'-0"A-306
3 INTERIOR WINDOW WALL
3/4" = 1'-0"A-306
4 INTERIOR COILING DOOR
3/4" = 1'-0"A-306
1 NEW WINDOW IN OPEN OFFICE
1. PROVIDED FINISH FLOOR (F.F.) AND GRADE
ELEVATIONS ARE FOR COORDINATION PURPOSES
ONLY. SEE CIVIL SHEET CG101 FOR SURVEY
ELEVATIONS. CONTRACTOR TO FIELD VERIFY SURVEY
ELEVATIONS PRIOR TO CONSTRUCTION. IF
INCONSISTENT ELEVATIONS ARE VERIFIED
IMMEDIATELY CONTACT COR FOR COORDINATION.
GENERAL NOTES
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
GRADE
-3.65
3'
6"
F.F.
0.00
GRADE
-3.65
A-502
TYP.
F.F.
0.00
GRADE
-3.65
5A-502
TYP.
A-502
TYP.
F.F.
0.00
GRADE
-3.65
F.F.
0.00
GRADE
-3.65
K
3'
0"
A-502
A-502
TYP.
F.F.
0.00
GRADE
-3.65
K
F.F.
0.00
GRADE
-3.65
KL
3'
6"
3'
6"
3'
0"
F.F.
0.00
GRADE
-3.65
3'
6"
3'
0"
PLAN LEGEND
NEW CONSTRUCTION
EXISTING
SHEET
IDENTIFICATION
D R
A W N
BY
D
ES
I G N
BY
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
BY
US ARMY CORPS OF
ENGINEERS ®
"X
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A
FY
P N
D
EF
EN
S E
LO
G
IS
TI
C S
A G
E N
C Y
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
JU
LY
BU
IL
D
IN
G
W
AR
EH
O
U S
E R
EM
O
D
EL
JO
IN
T
BA
S E
LE
W
IS
-M cC H
O R
D , W
AS
H
IN
G
TO
N
K .N
. B R
O W
N
W
2 D W
-1 7-
B -s/
4 4 2-
-0
7/
/2
3:
:2
PM
C:\Users\G3ENEBS9\Documents\FY15_PN442995_DLAWR_General_r2015_G3ENEBS9.rvt
M
AT
ET
IC
H
M
AT
ET
IC
H
A-307
EN
LA
RG
ED
SE
CI
O N S
ST
AI
R A, RA
M
P, A N
D
ST
AI
R
B
C he ck er
1/4" = 1'-0"A-307
1 STAIR A
1/4" = 1'-0"A-307
2 RAMP
1/4" = 1'-0"A-307
3 RAMP
1/4" = 1'-0"A-307
4 RAMP
1/4" = 1'-0"A-307
5 RAMP
1/4" = 1'-0"A-307
6 RAMP
1/4" = 1'-0"A-307
7 RAMP
1/4" = 1'-0"A-307
8 STAIR B
0"2' 4' 8'1'3'4'
SCALE: 1/4"=1'-0"
GENERAL NOTES
1. SEE SHEET S-501 FOR STAIR DETAILS.
2. PROVIDED FINISH FLOOR (F.F.) AND GRADE ELEVATIONS ARE
FOR COORDINATION PURPOSES ONLY. SEE CIVIL SHEET
CG101 FOR SURVEY ELEVATIONS. CONTRACTOR TO FIELD
VERIFY SURVEY ELEVATIONS PRIOR TO CONSTRUCTION. IF
INCONSISTENT ELEVATIONS ARE VERIFIED IMMEDIATELY
CONTACT COR FOR COORDINATION.
3. MAXIMUN RISER HEIGHT IS 7 INCHES. ALL RISERS SHALL BE A
UNIFORM HEIGHT. CONTRACTOR TO VERIFY RISER HEIGHT AND
SURVEY ELEVATIONS (SEE CIVIL SHEET CG101) WITH FIELD
VERIFIED ELEVATIONS PRIOR TO CONSTRUCTION.
SHEET KEYNOTES
# NOTE
1 NEW CONCRETE STAIRS, SEE STRUCTURAL
2 NEW CHAIN LINK FENCE, SEE CIVIL DRAWINGS
3 STEEL PIPE GUARDRAIL, PAINT EPT-2
4 STEEL PIPE HANDRAIL, PAINT EPT-2
5 STEEL PIPE GUARDRAIL WITH HANDRAIL, PAINT
EPT-2
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
PLAN LEGEND
EXISTING
GENERAL NOTES
1. SEE SHEET S-501 FOR STAIR DETAILS.
2. REPAIR, PATCH, AND PAINT ALL EXISTING SURFACES
DISTURBED DURING CONSTRUCTION.
3. CONTRACTOR MAY ONLY OCCUPY THREE (3) WAREHOUSE
BAYS CONCURRENTLY. AT LEAST FOUR (4) WAREHOUSE BAYS
MUST REMAIN OPERATIONAL FOR THE DEFENSE LOGISTICS
AGENCY AT ALL TIMES. THE CONTRACTOR MUST NOTIFY THE
DLA AT LEAST 90 DAYS PRIOR TO OCCUPYING OR BEGINNING
WORK IN ANY WAREHOUSE BAY.
4. AT LEAST FOUR (4) FORKLIFT CHARGING STATIONS MUST BE
OPERATIONAL AND ACCESSIBLE TO THE DEFENSE LOGISITICS
AGENCY AT ALL TIMES DURING CONSTRUCTION. DO NOT
DEMOLISH EMERGENCY SHOWER/EYE WASH STATIONS PRIOR TO
DEMOLISHING FORKLIFT CHARGING STATIONS THAT ARE
INTENDED TO STAY IN USE DURING CONSTRUCTION.
5. POLISH CONCRETE SLAB IN ALL WAREHOUSE BAYS, PATCH
AND REPAIR DAMAGE TO SLAB PRIOR TO POLISHING; TYPICAL ALL
BAYS.
6. SEE A-601 FOR WALL AND ROOF TYPE SCHEDULES, SEE A-602
FOR DOOR SCHEDULE, SEE A-603 FOR WINDOW AND EXTERIOR
FINISH SCHEDULE, & A-604 FOR INTERIOR FINISH SCHEDULE.
7. PAINT ALL EXISTING DOORS AND FRAMES AND EXISTING WALLS
EE
A-207
A-207 10
A-207
A-20717
10' - 0" COUNTERTOP
10' - 0" COUNTERTOP
JANITOR
VEST.
109A
MEN
WOMEN
MOTHERS
108B
VEST.
108A
109A
108A
8B
5A
5A
2A
5A
5A
5A
6A
W1B
W1B
6A
5A
5B
5B
5A
A-508
A-508
2'
1"
2' - 0" 2' - 6" 2' - 6"
2'
1"
2' - 0" 2' - 6" 2' - 6"
5' - 1" 3' - 1" 3' - 1"
EQ EQ
COUNTERTOP
6' - 8 3/4"
5'
4"
5'
4"
3' - 1" 3' - 1" 3' - 1"
SHEET
IDENTIFICATION
D R
A W N
BY
D
ES
I G N
BY
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
BY
US ARMY CORPS OF
ENGINEERS ®
"X
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A
FY
P N
D
EF
EN
S E
LO
G
IS
TI
C S
A G
E N
C Y
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
JU
LY
BU
IL
D
IN
G
W
AR
EH
O
U S
E R
EM
O
D
EL
JO
IN
T
BA
S E
LE
W
IS
-M cC H
O R
D , W
AS
H
IN
G
TO
N
K .N
. B R
O W
N
W
2 D W
-1 7-
B -s/
4 4 2-
-0
7/
/2
3:
:3
PM
C:\Users\G3ENEBS9\Documents\FY15_PN442995_DLAWR_General_r2015_G3ENEBS9.rvt
M
AT
ET
IC
H
M
AT
ET
IC
H
A-401
E N
LA
R G
ED
P L
AN
S
I H
AL
E
SHEET KEYNOTES
# NOTE
1 SOLID POLYMER COUNTERTOP AND BACKSPLASH
(SSM-1)
2 MIRROR, GLASS
3 FAN COIL UNIT, SEE MECHANICAL
4 PAPER TOWEL DISPENSER/WASTE RECEPTACLE
5 SOAP DISPENSER
6 TOILET ENCLOSURE, TP-1
7 GRAB BAR
8 URINAL SCREEN
9 REFRIGERATOR
10 PAPER TOWEL DISPENSER
11 TACK BOARD, CORK
12 TOILET TISSUE DISPENSER
13 SANITARY NAPKIN DISPOSAL
PLAN NORTH
1' 2' 4'2'
SCALE: 1/2"=1'-0"
1 2 3 4 5 6 7
KEY PLAN
1/2" = 1'-0"A-401
2 ENLARGED RESTROOMS, MOTHERS ROOM, & JANITOR ROOM PLAN
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
TE
XT
PLAN LEGEND
NEW CONSTRUCTION
EXISTING
GENERAL NOTES
1. SEE SHEET S-501 FOR STAIR DETAILS.
2. REPAIR, PATCH, AND PAINT ALL EXISTING SURFACES
DISTURBED DURING CONSTRUCTION.
3. CONTRACTOR MAY ONLY OCCUPY THREE (3) WAREHOUSE
BAYS CONCURRENTLY. AT LEAST FOUR (4) WAREHOUSE BAYS
MUST REMAIN OPERATIONAL FOR THE DEFENSE LOGISTICS
AGENCY AT ALL TIMES. THE CONTRACTOR MUST NOTIFY THE
DLA AT LEAST 90 DAYS PRIOR TO OCCUPYING OR BEGINNING
WORK IN ANY WAREHOUSE BAY.
4. AT LEAST FOUR (4) FORKLIFT CHARGING STATIONS MUST BE
OPERATIONAL AND ACCESSIBLE TO THE DEFENSE LOGISITICS
AGENCY AT ALL TIMES DURING CONSTRUCTION. DO NOT
DEMOLISH EMERGENCY SHOWER/EYE WASH STATIONS PRIOR TO
DEMOLISHING FORKLIFT CHARGING STATIONS THAT ARE
INTENDED TO STAY IN USE DURING CONSTRUCTION.
5. POLISH CONCRETE SLAB IN ALL WAREHOUSE BAYS, PATCH
AND REPAIR DAMAGE TO SLAB PRIOR TO POLISHING; TYPICAL ALL
BAYS.
6. SEE A-601 FOR WALL AND ROOF TYPE SCHEDULES, SEE A-602
FOR DOOR SCHEDULE, SEE A-603 FOR WINDOW AND EXTERIOR
FINISH SCHEDULE, & A-604 FOR INTERIOR FINISH SCHEDULE.
7. PAINT ALL EXISTING DOORS AND FRAMES AND EXISTING WALLSC
D
C
D
NEW BASE
CABINETS WITH
SOLID SURFACE
COUNTERTOP
MICROWAVE
(ADA) ON BASE
CABINET SHELF
" C
O U
N
TE
R
TO
P
2' - 1"
A-207 1
LUNCH ROOM
CORRIDOR
W2
W1A
W1A
6A
6A
5A
A-508
A-508
A-508
A-508
____________________________________________________7 A-508
EXISTING VENDING MACHINES (NIC).
SEE ELECTIRCAL FOR POWER.
COORDINATE LOCATION OF OUTLET
AS REQUIRED.
TWO NEW REFRIDERATORS TO BE
LOCATED, COORDINATE LOCATION
OF OUTLET AS REQUIRED. SEE
ELECTRICAL FOR POWER.
SHEET
IDENTIFICATION
D R
A W N
BY
D
ES
I G N
BY
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
BY
US ARMY CORPS OF
ENGINEERS ®
"X
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A
FY
P N
D
EF
EN
S E
LO
G
IS
TI
C S
A G
E N
C Y
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
JU
LY
BU
IL
D
IN
G
W
AR
EH
O
U S
E R
EM
O
D
EL
JO
IN
T
BA
S E
LE
W
IS
-M cC H
O R
D , W
AS
H
IN
G
TO
N
K .N
. B R
O W
N
W
2 D W
-1 7-
B -s/
4 4 2-
-0
7/
/2
3:
:3
PM
C:\Users\G3ENEBS9\Documents\FY15_PN442995_DLAWR_General_r2015_G3ENEBS9.rvt
M
AT
ET
IC
H
M
AT
ET
IC
H
A-402
EN
LA
R G
ED
P L
AN
S
II
H
AL
E
PLAN NORTH
1' 2' 4'2'
SCALE: 1/2"=1'-0"
SHEET KEYNOTES
# NOTE
1 VENDING MACHINE (GFGI)
2 REFRIGERATOR
3 SOLID POLYMER COUNTERTOP AND BACKSPLASH
(SSM-1)
4 CABINET
5 OVERHEAD CABINET
1/2" = 1'-0"A-402
1 ENLARGED LUNCH ROOM PLAN
1 2 3 4 5 6 7
KEY PLAN
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
GENERAL NOTES
1. SEE SHEET S-501 FOR STAIR DETAILS.
2. REPAIR, PATCH, AND PAINT ALL EXISTING SURFACES
DISTURBED DURING CONSTRUCTION.
3. CONTRACTOR MAY ONLY OCCUPY THREE (3) WAREHOUSE
BAYS CONCURRENTLY. AT LEAST FOUR (4) WAREHOUSE BAYS
MUST REMAIN OPERATIONAL FOR THE DEFENSE LOGISTICS
AGENCY AT ALL TIMES. THE CONTRACTOR MUST NOTIFY THE
DLA AT LEAST 90 DAYS PRIOR TO OCCUPYING OR BEGINNING
WORK IN ANY WAREHOUSE BAY.
4. AT LEAST FOUR (4) FORKLIFT CHARGING STATIONS MUST BE
OPERATIONAL AND ACCESSIBLE TO THE DEFENSE LOGISITICS
AGENCY AT ALL TIMES DURING CONSTRUCTION. DO NOT
DEMOLISH EMERGENCY SHOWER/EYE WASH STATIONS PRIOR TO
DEMOLISHING FORKLIFT CHARGING STATIONS THAT ARE
INTENDED TO STAY IN USE DURING CONSTRUCTION.
5. POLISH CONCRETE SLAB IN ALL WAREHOUSE BAYS, PATCH
AND REPAIR DAMAGE TO SLAB PRIOR TO POLISHING; TYPICAL ALL
BAYS.
6. SEE A-601 FOR WALL AND ROOF TYPE SCHEDULES, SEE A-602
FOR DOOR SCHEDULE, SEE A-603 FOR WINDOW AND EXTERIOR
FINISH SCHEDULE, & A-604 FOR INTERIOR FINISH SCHEDULE.
7. PAINT ALL EXISTING DOORS AND FRAMES AND EXISTING WALLS
PLAN LEGEND
NEW CONSTRUCTION
EXISTING
K
A-307
A-307
A-307
A-307
A-307
A-307
A-307
A-307
A-307
A-307
D N
D N
D N
D N
STAIR A
11"
7 RISERS
5' - 6" 1' - 0"
1'
4"
5' - 6"
11"
8'
5"
8'
0" 4'
1/ 2"
4'
1/
2" 4'
1/ 2"
1' - 0"
8'
7"
5' - 8"
SEE DETAIL
8/A-502
1' - 0"
A-502
TYP.
A-502
TYP.
PROVIDE 3" X 1"
DEEP DRAINAGE
TROUGH AT
LANDING
L
A-307
A-307
STAIR A
STAIR B
DN
11"
7 RISERS
5' - 6" 1' - 0"
6' - 7 1/2"
NEW WALKWAY TO
MATCH SLOPE OF
EXISTING LOADING DOCK
EXISTING LOADING DOCK
SHEET
IDENTIFICATION
D R
A W N
BY
D
ES
I G N
BY
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
BY
US ARMY CORPS OF
ENGINEERS ®
"X
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A
FY
P N
D
EF
EN
S E
LO
G
IS
TI
C S
A G
E N
C Y
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
JU
LY
BU
IL
D
IN
G
W
AR
EH
O
U S
E R
EM
O
D
EL
JO
IN
T
BA
S E
LE
W
IS
-M cC H
O R
D , W
AS
H
IN
G
TO
N
K .N
. B R
O W
N
W
2 D W
-1 7-
B -s/
4 4 2-
-0
7/
/2
3:
:3
PM
C:\Users\G3ENEBS9\Documents\FY15_PN442995_DLAWR_General_r2015_G3ENEBS9.rvt
M
AT
ET
IC
H
M
AT
ET
IC
H
A-403
EN
LA
RG
ED
P L
AN
S
III
ST
AI
R A, RA
M
P, A N
D
ST
AI
R
B
H
AL
E
PLAN NORTH
4'4'
SCALE: 3/8"=1'-0"
0"2' 1'3'
1 2 3 4 5 6 7
KEY PLAN
SHEET KEYNOTES
# NOTE
1 STEEL PIPE GUARDRAIL WITH HANDRAIL, PAINT
EPT-2
2 NEW CONCRETE STAIRS, SEE STRUCTURAL
3 STEEL PIPE GUARDRAIL, PAINT EPT-2
4 STEEL PIPE HANDRAIL, PAINT EPT-2
5 NEW CHAIN LINK FENCE, SEE CIVIL DRAWINGS
6 NEW CHAIN LINK GATE
3/8" = 1'-0"A-403
1 ENLARGED STAIR A AND RAMP PLAN
3/8" = 1'-0"A-403
2 ENLARGED STAIR B PLAN
SLOPE RAMP
LANDINGS AND
WALKWAYS AT
1/4":1'-0" (MAXIMUM)
FOR DRAINAGE
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
EXISTING CONCRETE COLUMN
EXISTING CONCRETE PANEL
R-20 BATT INSULATION IN STUD CAVITY
NOMINAL 2X6 WOOD FRAMING ON
INTERIOR OF CONCRETE PANEL
SEALANT BETWEEN GWB
AND CONCRETE, TYPICAL
GYPSUM WALL BOARD,
FINISH PER SCHEDULE
J
EXISTING CONCRETE COLUMN
EXISTING CONCRETE PANEL
R-20 BATT
INSULATION IN
STUD CAVITY
NOMINAL 2X6 WOOD
FRAMING ON INTERIOR
OF CONCRETE PANEL
SEALANT BETWEEN GWB
AND CONCRETE, TYPICAL
GYPSUM WALL BOARD,
FINISH PER SCHEDULE
K
2' - 8" 8"
R-20 BATT INSULATION IN STUD
CAVITY PER WALL SCHEDULE
VERTICAL 2X6 TRIM AT OUTSIDE
CORNER (FINISH STN-2)
HORIZONTAL 2X6 PLANKS (FINISH STN-2)
NEW BOLLARD
ANCHORED TO
EXISITNG SLAB
(PAINT PT-4), SEE
STRUCTURAL FOR
DETAIL
PAINTED PLYWOOD ON INTERIOR
OF SECURE STORAGE AND
BATTERY CHARGING ROOMS
1/4" REVEAL, TYPICAL AT ALL
VERTICAL JOINTS
EXISTING CONCRETE PANEL
R-20 BATT INSULATION IN
STUD CAVITY
NOMINAL 2X6 WOOD
FRAMING ON INTERIOR
OF CONCRETE PANEL
GYPSUM WALL BOARD,
FINISH PER SCHEDULE
HORIZONTAL 2X6 PLANKS
(FINISH STN-2)
K
1/4" REVEAL, TYPICAL AT
ALL VERTICAL JOINTS
VERTICAL 2X6 TRIM AT OUTSIDE
CORNER (FINISH STN-2)
HORIZONTAL 2X6 PLANKS (FINISH STN-2)
NEW BOLLARD
ANCHORED TO EXISITNG
SLAB (PAINT PT-4), SEE
STRUCTURAL FOR DETAIL
8"
PAINTED PLYWOOD ON INTERIOR
OF SECURE STORAGE AND
FORKLIFT CHARGING ROOMS
1/4" REVEAL, TYPICAL AT ALL
VERTICAL JOINTS)
2"
VERTICAL 2X6 TRIM AT WALL (FINISH STN-2)
HORIZONTAL 2X6 PLANKS (FINISH STN-2)
PAINTED PLYWOOD ON INTERIOR
OF SECURE STORAGE AND
FORKLIFT CHARGING ROOMS
SEALANT BETWEEN PLYWD AND
EXISTING CONC. WALL
EXISTING CONCRETE WALL
1/4" REVEAL, TYPICAL AT ALL
VERTICAL JOINTS
EXISTING WINDOW, PROTECT
DURING CONSTRUCTION
NOMINAL 2X6 P.T. WOOD FURRING,
INSTALL AGAINST EXISTING
CONCRETE WALL PANELS
EXISTING PLASTER WALL,
REPAIR AND PATCH WALL
PRIOR TO PAINTING
NEW GYPSUM WALLBOARD
EXISTING EXTERIOR
CONCRETE WALL
EXISTING WOOD FRAMED
PARTITION WALL
GWB WINDOW SILL BELOW
SHEET
IDENTIFICATION
D R
A W N
BY
D
ES
I G N
BY
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
BY
US ARMY CORPS OF
ENGINEERS ®
"X
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A
FY
P N
D
EF
EN
S E
LO
G
IS
TI
C S
A G
E N
C Y
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
JU
LY
BU
IL
D
IN
G
W
AR
EH
O
U S
E R
EM
O
D
EL
JO
IN
T
BA
S E
LE
W
IS
-M cC H
O R
D , W
AS
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IN
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TO
N
K .N
. B R
O W
N
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2 D W
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4 4 2-
-0
7/
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3:
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PM
C:\Users\G3ENEBS9\Documents\FY15_PN442995_DLAWR_General_r2015_G3ENEBS9.rvt
BU
SH
BU
SH
A-501
PL
AN
D
ET
A
IL
S G
R
EG
O R
Y
1 1/2" = 1'-0"A-501
3 INT. FURRING AT COL J-1
1 1/2" = 1'-0"A-501
5 INT. FURRING AT COL K-1
1 1/2" = 1'-0"A-501
4 WAREHOUSE PLANK SIDING CORNERS
1'1'
SCALE: 1 1/2"=1'-0"
0"6" 3"9"
1 1/2" = 1'-0"A-501
6 INT. FURRING AT WAREHOUSE
1 1/2" = 1'-0"A-501
2 WD PLANK OUTSIDE CORNER
1 1/2" = 1'-0"A-501
1 WD PLANK TO EXIST. CONC.
1 1/2" = 1'-0"A-501
7 OPEN OFFICE FURRING
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
1/
2"
4" ALL AROUND
EXISTING CONCRETE SLAB
METAL WALK-OFF
GRATING, EMBED IN
NEW CONCRETE SLAB
NEW CONCRETE
SLAB, SEE
STRUCTURAL
FLEXIBLE EXPANSION
JOINT AT SLAB
PERIMETER
J
F.F.
0.00
1/
2"
METAL WALK-OFF
GRATING, EMBED IN NEW
CONCRETE SLAB
ALUMINUM CURTAIN
WALL DOOR
ALUM THRESHOLD, ANCHOR
TO SLAB THROUGH BED OF
SEALANT
NEW CONCRETE
SLAB
1"
6"
EXISTING ROOF
FASTEN CURTAIN WALL HEAD
RECEPTOR TO EXISITNG T&G
ROOF DECKING
GASKETED HEAD
RECEPTOR PER CURTAIN
WALL MFR
INSULATED GLAZING UNIT
BLAST RESISTANT ALUMINUM
CURTAIN WALL FRAME (ANOD-1)
EXISTING EXTERIOR
CONCRETE WALL PANEL
EPOXY ANCHOR CURTAIN
WALL JAMB TO EXISITNG
CONCRETE PANEL
STEEL REINFORCED
ALUMINUM CURTAIN WALL
JAMB EXTRUSION PER MFR
INSULATED GLAZING UNIT
BLAST RESISTANT ALUMINUM
CURTAIN WALL FRAME (ANOD-1)
SEALANT AND BACKER ROD
AT PERIMETER OF CURTAIN
WALL, BOTH SIDES
CORRUGATED METAL SIDING
INSTALLED VERTICALLY ON
HORIZONTAL FURRING (MTL-1)
2" RIGID INSULATION
P.T. WOOD FURRING AS REQ'D
MOISTURE BARRIER ON
PLYWD SHEATHING
SEAL FASTENERS W/
NEOPRENE WASHERS
"J" FLASHING AT WALL HEAD,
RIVET TO METAL PANEL,
CRIMP EXPOSED EDGES
SEALANT AND BACKER ROD
EXISTING EXTERIOR
CONCRETE PANEL
F.F.
0.00
CORRUGATED METAL SIDING
INSTALLED VERTICALLY ON
HORIZONTAL FURRING (MTL-1)
2" RIGID INSULATION
P.T. WOOD FURRING AS REQ'D
TWO-PIECE INTERLOCKING
BASE FLASHING
P.T. BLOCKING CUT TO DRAIN
MOISTURE BARRIER ON PLYWD
SHEATHING, SHINGLE OVER
BASE FLASH'G
FLEXIBLE
EXPANSION JOINT AT
SLAB PERIMETER
NEW CONC. SLAB,
SEE STRUCTURAL
COMPRESSIBLE SILL GASKET
BTWN STUDS AND SLAB
P.T. WOOD SILL PLATE
MIN. R-20 BATT INSULATION
BTWN P.T. WD STUDS
1 1/2" 1 1/2"
1-1/2" O.D. PIPE HANDRAIL HELD OFF
WALL WITH FABRICATED METAL
BRACKETS, PAINT EPT-2
SPACE WALL MOUNTED BRACKETS
EQUALLY AT 5'-0" O.C. MAX.
1/
2"
WALL MOUNT TO EXISTING
CONCRETE WALL
WALL MOUNTED HANDRAIL
BRACKETS, PAINT EPT-2
N O
SI
N
G O
F
TO
P
TR
EA
D
12" EXTENSION
1-1/2" O.D. STEEL PIPE
HANDRAIL, PAINT EPT-2
TREAD DEPTH 11" EXTENSION
N O
SI
N
G O
F
BO
TT
O
M T
R
EA
D
5'-0" O.C. MAX
EQ
5'-0" O.C. MAX
EQ
1/
2" 4"
TY
P.
4" O
.C
1-1/2" DIA. ROUND PIPE
HANDRAIL
1-1/2" DIA. ROUND PIPE
GUARDRAIL TOP BAR
1" DIA. ROUND PIPE
GUARDRAIL INTERMEDIATE
BAR TYP.
1-1/2" DIA. ROUND PIPE
BALASTER BEYOND
NOTE:
PAINT ALL COMPONENTS
OF STEEL GUARDRAIL AND
HANDRAIL EPT-2
CONCRETE RAMP, SEE
STRUCTURES
6"
" T .O
. H
AN
D R
AI
L
FR
O
M F
IN
IS
H F
LO
O
R , T
YP
IC
AL
CLR
1 1/2"
2"
3/
4"
EMBED STEEL IN
CONCRETE AS
REQUIRED, SEE
STRUCTURAL
2"
1-1/2" DIA. ROUND PIPE
HANDRAIL TOP BAR
1-1/2" DIA. ROUND PIPE
BALASTER BEYOND.
SPACE BALASTER AT
5'-0" O.C. MAX.
NOTE:
PAINT ALL COMPONENTS OF
STEEL HANDRAIL EPT-2
CONCRETE RAMP, SEE
STRUCTURES
EMBED STEEL IN
CONCRETE AS
REQUIRED, SEE
STRUCTURAL
3'
0" T
.O . H
AN
D
R
AI
L
FR
O M
F
IN
IS
H
F
LO
O R
, T
YP
IC
AL
2"
SHEET
IDENTIFICATION
D R
A W N
BY
D
ES
I G N
BY
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
BY
US ARMY CORPS OF
ENGINEERS ®
"X
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A
FY
P N
D
EF
EN
S E
LO
G
IS
TI
C S
A G
E N
C Y
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
JU
LY
BU
IL
D
IN
G
W
AR
EH
O
U S
E R
EM
O
D
EL
JO
IN
T
BA
S E
LE
W
IS
-M cC H
O R
D , W
AS
H
IN
G
TO
N
K .N
. B R
O W
N
W
2 D W
-1 7-
B -s/
4 4 2-
-0
7/
/2
3:
:4
PM
C:\Users\G3ENEBS9\Documents\FY15_PN442995_DLAWR_General_r2015_G3ENEBS9.rvt
BU
SH
BU
SH
A-502
E X
TE
R
IO
R D
ET
A
IL
S
G R
EG
O
R Y
3" = 1'-0"A-502
4 FLOOR GRATING JAMB
6"6"
SCALE: 3"=1'-0"
0"4" 2"
3" = 1'-0"A-502
5 CURTAIN WALL THRESHOLD
3" = 1'-0"A-502
1 CURTAIN WALL HEAD
3" = 1'-0"A-502
3 CURTAIN WALL JAMB
3" = 1'-0"A-502
2 EXTERIOR INFILL WALL HEAD
3" = 1'-0"A-502
6 EXTERIOR INFILL WALL BASE
3" = 1'-0"A-502
7 WALL MOUNTED HANDRAIL NTSA-502
8 WALL MOUNTED HANDRAIL
3" = 1'-0"A-502
9 HANDRAIL & GUARDRAIL @ RAMP
3" = 1'-0"A-502
10 HANDRAIL @ RAMP
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
EXISTING CONCRETE PANEL WALL
EPOXY ANCHOR STEEL ANGLE WIRE
MESH JAMB TO EXISTING CONCRETE
CONCEAL FASTENERS ON INTERIOR
OF WIRE MESH ENCLOSURE
10 GAUGE WOVEN WIRE
MESH (FINISH PT-5)
STEEL WIRE MESH FRAME PER
MFR (FINISH PT-5)
NEW CORRUGATED
METAL ROOF (MTL-2)
PLYWOOD DECK ON
ENGINEERED WOOD JOISTS,
SEE STRUCTURAL DRAWINGS
GYPSUM BOARD
FASTENED TO UNDERSIDE
OF ENGINEERED WOOD
JOISTS (PAINT PT-1)
SEALANT AND BACKER ROD AT
PERIMETER OF GYP. BD. CEILING
"J" FLASHING AT HEAD OF NEW
ROOF, RIVET TO METAL PANELS
EXISTING EXTERIOR CONCRETE WALL
EXISTING EXTERIOR ROOF
ENGINEERED WOOD JOISTS
ON METAL JOIST HANGER,
SEE STRUCTURAL
NEW CORRUGATED METAL ROOF (MTL-2)
INSTALLED ON PLYWOOD DECK
"L" FLASHING AT ROOF
RAKE, RIVET TO METAL
PANEL, CRIMP ALL EDGES
2X6 WOOD PLANKING,
INSTALL HORIZONTAL
(FINISH STN-2)
WD BLOCKING AS REQ'D FOR
SLOPED GYP. BD CEILING
SEALANT AND BACKER ROD
AT PERIMETER OF CEILING
F.F.
0.00
2X6 WOOD PLANKING,
INSTALL HORIZONTAL
(FINISH STN-2)
COMPRESSIBLE SILL
GASKET BTWN SLAB
AND STUDS
P.T. WOOD SILL PLATE
1/
2"
K
MINIMUM R-20 BATT
INSULATION BETWEEN
STRUCTURAL WOOD JOISTS
NEW CORRUGATED METAL ROOF
(MTL-2) INSTALLED ON PLYWD DECK
"J" FLASHING AT ROOF RAKE, RIVET
TO METAL PANEL
DOUBLE 2X6 P.T. TOP PLATE
2X6 P.T. WD STUD FURRING ON
INSIDE OF EXISTING CONCRETE
WALL, FILL CAVITY WITH MIN. R-20
BATT INSULATION
EXISTING EXTERIOR
CONCRETE WALL
ENGINEERED WOOD JOISTS,
SEE STRUCTURAL
F.F.
0.00
K
COMPRESSIBLE SILL GASKET
BTWN SLAB AND STUDS
P.T. WOOD SILL PLATE
2X6 P.T. WD STUD FURRING ON
INSIDE OF EXISITNG CONCRETE
WALL, FILL CAVITY WITH MIN. R-20
BATT INSULATION
WALL BASE AND FLOOR
FINISH PER INTERIOR FINISH
SCHEDULE
EXISTING EXTERIOR
CONCRETE WALL
NEW CORRUGATED METAL ROOF (MTL-2)
ON PLYWOOD DECK
"L" FLASHING, SHINGLE
OVER PLANK SIDING, CRIMP
EXPOSED EDGES
2X6 HORIZONTAL WOOD
PLANK SIDING (STN-2)
MINIMUM R-20 BATT INSULATION
BETWEEN STUDS
MINIMUM R-20 BATT INSULATION
BTWN STRUCTURAL WOOD JOISTS
12.23
T.O.P.
NEW CORRUGATED METAL ROOF (MTL-2)
ON PLYWOOD DECK
"L" FLASHING, SHINGLE
OVER PLANK SIDING, CRIMP
EXPOSED EDGES
2X6 HORIZONTAL WOOD
PLANK SIDING (STN-2)
STRUCTURAL WOOD JOISTS ON
DOUBLE WD TOP PLATE
GYP BD ON UNDERSIDE OF
STRUCTURE
SEALANT AND BACKER ROD
AT PERIMETER OF CEILING
T.O.P.
12.00
10 GAUGE WOVEN WIRE
MESH (FINISH PT-5)
STEEL WIRE MESH FRAME
WITH TOP SECURITY BAR
PER MFR (FINISH PT-5)
CONCEAL FASTENERS ON
INTERIOR OF WIRE MESH
ENCLOSURE
4" M
AX
EXISTING STRUCTURE ABOVE
F.F.
0.00
10 GAUGE WOVEN WIRE
MESH (FINISH PT-5)
STEEL FLOOR SOCKET
PER MFR, ANCHOR TO
EXIST'G SLAB (FINISH PT-5)
EXIST'G CONC. SLAB
4" M
AX
SHEET
IDENTIFICATION
D R
A W N
BY
D
ES
I G N
BY
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
BY
US ARMY CORPS OF
ENGINEERS ®
"X
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A
FY
P N
D
EF
EN
S E
LO
G
IS
TI
C S
A G
E N
C Y
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
JU
LY
BU
IL
D
IN
G
W
AR
EH
O
U S
E R
EM
O
D
EL
JO
IN
T
BA
S E
LE
W
IS
-M cC H
O R
D , W
AS
H
IN
G
TO
N
K .N
. B R
O W
N
W
2 D W
-1 7-
B -s/
4 4 2-
-0
7/
/2
3:
:4
PM
C:\Users\G3ENEBS9\Documents\FY15_PN442995_DLAWR_General_r2015_G3ENEBS9.rvt
D es ig ne r
A ut ho r
A-503
I N
TE
R I O
R D
E T A
IL
S
C he ck er
3" = 1'-0"A-503
4 WIRE MESH JAMB
6"6"
SCALE: 3"=1'-0"
0"4" 2"
1 1/2" = 1'-0"A-503
9 NEW ROOF TO EXIST'G WALL
1'1'
SCALE: 1 1/2"=1'-0"
0"6" 3"9"
1 1/2" = 1'-0"A-503
2 ROOF RAKE
1 1/2" = 1'-0"A-503
5 WALL TO SLAB
1 1/2" = 1'-0"A-503
3 RAKE TO EXIST'G WALL
1 1/2" = 1'-0"A-503
6 FURRED WALL BASE
1 1/2" = 1'-0"A-503
10 NEW ROOF EAVE
1 1/2" = 1'-0"A-503
11 NEW ROOF EAVE
3" = 1'-0"A-503
1 WIRE MESH HEAD
3" = 1'-0"A-503
8 WIRE MESH SILL
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
CONTINUOUS
BLOCKING
MIN. R-19 BATT
INSULATION IN
WALL CAVITY
SOLID SURFACE
(SSM-1)
EXTERIOR GLAZING
ALUM CLIP TRIP
FASTENED TO
WINDOW SILL
(ANOD-1)BLAST RESISTANT ALUM
WINDOW HEAD (ANOD-1)
SEALANT AND BACKER
ROD, BOTH SIDES ALL
AROUND
AT/FP CONNECTION TO
EXISITINF CONC. AS REQ'D
PER SPECIFICATION
STEEL (HSS) AT/FP FRAMING
LOCATAED AT FACE OF EXIST.
CONC. WALL, SEE STRUCTURAL
DRAWINGS FOR SIZES &
CONNECTIONS.
NOMINAL 2X6 P.T. WOOD
FURRING ON INTERIOR OF
EXISTING CONCRETE WALL
1/
2"
WINDOW HEAD (ANOD-1)
STEEL (HSS) AT/FP FRAMING
LOCATAED AT FACE OF EXIST.
CONC. WALL, SEE STRUCTURAL
DRAWINGS FOR SIZES &
CONNECTIONS.
NOMINAL 2X6 P.T. WOOD
FURRING ON INTERIOR OF
EXISTING CONCRETE WALL
MIN. R-19 BATT
INSULATION IN
WALL CAVITY
SEALANT AND BACKER ROD,
BOTH SIDES ALL AROUND
ALUM CLIP TRIP FASTENED TO
WINDOW HEAD (ANOD-1)
GYPSUM
WALL BOARD
EXTERIOR GLAZING
FASCIA CLOSURE
(MATCH ANOD-1)
CONTINUOUS
BLOCKING MUST
BE LEVEL
ROLLER TUBE & SHADE
ASSEMBLY, MOUNT
PER MFR RCM
AT/FP CONNECTION TO
EXISITINF CONC. AS REQ'D PER
SPECIFICATION
NOMINAL 2X6 P.T. WOOD FURRING
ON INTERIOR OF EXISTING
CONCRETE WALL
STEEL (HSS) AT/FP FRAMING
LOCATAED AT FACE OF EXIST.
CONC. WALL, SEE STRUCTURAL
DRAWINGS FOR SIZES &
CONNECTIONS.
AT/FP CONNECTION TO
EXISITINF CONC. AS REQ'D
PER SPECIFICATION
SEALANT AND BACKER ROD,
BOTH SIDES ALL AROUND
BLAST RESISTANT ALUM
WINDOW HEAD (ANOD-1)
ALUM CLIP TRIP FASTENED
TO WINDOW JAMB (ANOD-1)
EXTERIOR GLAZING
GYPSUM
WALL BOARD
CONTINUOUS
BLOCKING
1/ 4"
NOMINAL 2X6 P.T. WOOD
EXTERIOR GLAZING
ALUM CLIP TRIP FASTENED TO
WINDOW HEAD (ANOD-1)
ALUM WINDOW HEAD
(ANOD-1)
SEALANT AND BACKER ROD,
BOTH SIDES ALL AROUND
STEEL (HSS) AT/FP FRAMING
LOCATAED AT FACE OF EXIST.
CONC. WALL, SEE STRUCTURAL
DRAWINGS FOR SIZES &
CONNECTIONS.
WALL MOUNTED
ROLLER SHADE
ASSEMBLY PER
MFR. RCM
FASCIA CLOSURE
(MATCH ANOD-1)
CONTINUOUS
BLOCKING
1" IGU, TYP. FOR ALL
EXTERIOR GLAZING
BLAST RESISTANT ALUM
WINDOW HEAD (ANOD-1)
SEALANT AND BACKER ROD,
BOTH SIDES ALL AROUND
STEEL (HSS) AT/FP FRAMING
LOCATAED AT FACE OF EXIST. CONC.
WALL, SEE STRUCTURAL DRAWINGS
FOR SIZES & CONNECTIONS.
NOMINAL 2X6 P.T. WOOD
CONTINUOUS BLOCKING
ALUM CLIP TRIP FASTENED
TO WINDOW SILL (ANOD-1)
SOLID SURFACE (SSM-1)
1/
2"
MIN. R-19 BATT INSULATION
IN WALL CAVITY
WOOD CLADDING
WALL MOUNTED
ROLLER SHADE
ASSEMBLY PER
MFR. RCM
FASCIA CLOSURE
(MATCH ANOD-1)
SEALANT AND
BACKER ROD,
BOTH SIDES
WOOD CLADDING
SEALANT AND
BACKER ROD,
BOTH SIDES
1/
2"
WOOD CLADDING
SOLID SURFACE (SSM-1)
SEALANT AND
BACKER ROD,
BOTH SIDES
F.F.
0.00
STEEL ROLLING COUNTER
WINDOW HOOD, FINISH PT-6
SOLID SURFACE COUNTER TOP
(SSM-1)
WOOD HEADER, SEE STRUCTURAL DRAWINGS
LOCKING SILL ASTRAGAL
LAMINATE CLAD BUILT-IN
CASEWORK (PLL-1)
1"
RUBBER BASE AT TOE-IN (RB-1)
FOUR (4) ADJUSTABLE SHELVES
(PLL-1)
STEEL ROLLING COUNTER WINDOW SHUTTER
WITH MANUAL CHAIN OPERATOR, FINISH PT-6
3'
0" 4'
0"
2"
1/
2"
NOMINAL 2X6 P.T. WOOD
STEEL (HSS) AT/FP FRAMING
LOCATAED AT FACE OF EXIST.
CONC. WALL, SEE STRUCTURAL
DRAWINGS FOR SIZES &
CONNECTIONS.
CONTINUOUS BLOCKING
GYPSUM WALL BOARD
ALUM CLIP TRIP FASTENED TO
WINDOW JAMB (ANOD-1)
EXTERIOR GLAZING
BLAST RESISTANT ALUM
WINDOW HEAD (ANOD-1)
SEALANT AND BACKER ROD,
BOTH SIDES ALL AROUND
SHEET
IDENTIFICATION
D R
A W N
BY
D
ES
I G N
BY
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
BY
US ARMY CORPS OF
ENGINEERS ®
"X
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A
FY
P N
D
EF
EN
S E
LO
G
IS
TI
C S
A G
E N
C Y
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
JU
LY
BU
IL
D
IN
G
W
AR
EH
O
U S
E R
EM
O
D
EL
JO
IN
T
BA
S E
LE
W
IS
-M cC H
O R
D , W
AS
H
IN
G
TO
N
K .N
. B R
O W
N
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C:\Users\G3ENEBS9\Documents\FY15_PN442995_DLAWR_General_r2015_G3ENEBS9.rvt
BU
SH
BU
SH
A-504
W
IN
D O
W D
E T A
IL
S
G R
EG
O
R Y
3" = 1'-0"A-504
8 W1 / W2 SILL
3" = 1'-0"A-504
1 W1 / W2 HEAD
3" = 1'-0"A-504
4 W1 / W2 JAMB
3" = 1'-0"A-504
2 W3 HEAD
3" = 1'-0"A-504
9 W3 SILL
3" = 1'-0"A-504
3 W4 HEAD
3" = 1'-0"A-504
6 W4 JAMB
3" = 1'-0"A-504
10 W4 SILL
1 1/2" = 1'-0"A-504
7 W6 HEAD / SILL
3" = 1'-0"A-504
11 W6 JAMB
3" = 1'-0"A-504
5 W3 JAMB
6"6"
SCALE: 3"=1'-0"
0"4" 2"
1'1'
SCALE: 1 1/2"=1'-0"
0"6" 3"9"
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
1/ 2"
M
AX
SEE THE DOOR SCHEDULE FOR
DOOR TYPE & SIZE
DOOR FRAME BEYOND
FACE MOUNT ROLL-UP
DOOR HOOD TO EXISTING WALL
PER MFR
EXISTING
CONCRET WALL
PE
R
M
FR
PE
R
M
FR
DOOR HT
FIELD VERIFY
GUIDE RAIL
ASSEMBLY PER MFR
ATTACH TO WALL PER
MFR SPECIFICATIONS
1 HR RATED OH
ROLL UP DOOR PER
SCHEDULE
EXISTING EXTERIOR
CONCRETE WALL
FLOOR MOUNTED
DOOR GUARDS, PAINT
TO MATCH MTL-1
EDGE OF EXISTING
CONCRETE WALL BEYOND
ROLL UP VINYL DOOR
MFR STANDARD
LOCKING ASTRAGAL
NEOPRENE BULB
WEATHERSTRIPPING
EDGE OF GUIDE RAILS
BEYOND
FIELD VERIFY
FACE MOUNT ROLL-UP
DOOR HOOD TO WALL
PER MFR
WALL PER
SCHEDULE,
PROVIDE
BLOCKING AS
REQ.
PE
R
M
FR
PE
R
M
FR
DOOR HT
AS SCHED.
OH COILING
DOOR TRACK
OH COILING DOOR
PER SCHEDULE ALIGN FACE OF
GWB TO CMU
WALL BELOW
ATTACH TO WALL
PER MFR
SPECIFICATIONS
WALL AS
SCHED.
SHIM AS REQ.
BACKER ROD &
SEALANT
OVERHEAD COILING DOOR
MFR STANDARD
LOCKING ASTRAGAL
NEOPRENE BULB
WEATHERSTRIPPING
EDGE OF GUIDE RAILS
BEYOND
SHEET
IDENTIFICATION
D R
A W N
BY
D
ES
I G N
BY
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
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D
IS
TR
IC
T
C
KD
BY
US ARMY CORPS OF
ENGINEERS ®
"X
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A
FY
P N
D
EF
EN
S E
LO
G
IS
TI
C S
A G
E N
C Y
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
JU
LY
BU
IL
D
IN
G
W
AR
EH
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JO
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BA
S E
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W
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D , W
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C:\Users\G3ENEBS9\Documents\FY15_PN442995_DLAWR_General_r2015_G3ENEBS9.rvt
D es ig ne r
A ut ho r
A-505
D O
O R
D
ET
A
IL
S I
C he ck er
6" = 1'-0"A-505
1 WIRE MESH HEAD
6" = 1'-0"A-505
2 WIRE MESH JAMB
3" = 1'-0"A-505
3 CURTAIN WALL JAMB
3" = 1'-0"A-505
4 CURTAIN WALL HEAD
3" = 1'-0"A-505
5 HM HEAD IN WD STUDS
3" = 1'-0"A-505
7 HM HEAD IN WD STUDS
3" = 1'-0"A-505
6 HM JAMB IN WD STUDS
3"3"
SCALE: 6"=1'-0"
0"2" 1"6"6"
SCALE: 3"=1'-0"
0"4" 2"
3" = 1'-0"A-505
8 EXT. ROLL UP DOOR HEAD
3" = 1'-0"A-505
9 EXT. ROLL UP DOOR JAMB
3" = 1'-0"A-505
10 EXT. ROLL UP DOOR THRESHOLD
3" = 1'-0"A-505
11 INT. COILING DOOR HEAD, FIRE RATED
3" = 1'-0"A-505
12 INT. COILING DOOR JAMB, FIRE RATED
3" = 1'-0"A-505
13 INT. COILING DOOR THRESHOLD, FIRE RATED
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
PRECAST INSULATED
CONCRETE PANEL
SHIM AND SEALANT AS REQ'D, BS
HM FRAME, GROUT SOLID
INSULATED HOLLOW METAL
DOOR PANEL
WEATHERSTRIPPING ALL
AROUND, TYP.
CONTINUOUS INSULATION AT
DOOR HEAD
PRECAST INSULATED
CONCRETE PANEL
SOLID CONCRETE AT OPEN'G,
COORDINATE REQ'S WITH DOOR MFR
AT/FP ENGINEERING CALCULATIONS
FASTEN HOLLOW METAL DOOR
FRAME TO CONC. PANEL W/
EXPANSION ANCHOR THROUGH
SLEEVE IN FRAME
SHIM AND SEALANT AS REQ'D, BS
HM FRAME, GROUT SOLID
CONT. GEARED ALUMINUM HINGE,
SEE HARDWARE SCHEDULE
INSULATED HOLLOW METAL
DOOR PANEL
WEATHERSTRIPPING ALL
AROUND, TYP.
INSULATED HM DOOR PANEL
ALUMINUM THRESHOLD STOP
STRIP WITH NEOPRENE GASKET
ALUMINUM SADDLE THRESHOLD
SET IN BED OF SEALANT
HM DOOR FRAME BEYOND
EDGE OF INSULATED PRECAST
CONCRETE SANDWICH PANEL BEYOND
NEOPRENE DOOR SWEEP
DOUBLE THE STUDS @ JAMBS & HEAD
SEE THE DOOR SCHEDULE FOR DOOR
TYPE & SIZE, A-604
5/8" GYPSUM BOARD, WALL FINISH PER THE ROOM
FINISH SCHEDULE A-603
ACOUSTICAL BATT INSULATION WHERE INDICATED PER
WALL SCHEUDLE A-602
METAL STUDS- REFER TO THE FLOOR PLANS &
WALL TYPES (A-602) FOR STUD TYPE & SIZE
PROVIDE A CONT. BEAD OF ACOUSTICAL SEALANT @
THE FRAME PERIMETER
HM DOOR FRAME W/ WELDED CORNER. ATTACH FRAME
TO STUD WALL W/ MIN. 3 SLIP IN METAL ANCHOR PER
JAMB. WELD THE ANCHORS TO THE HM FRAME.
CL
TYP.
1/2"
2"
1 7/8"
VARIES BASED ON WALL TYPE
5/ 8"
1 7/8"
DOUBLE THE STUDS @ JAMBS & HEAD
SEE THE DOOR SCHEDULE FOR DOOR
TYPE & SIZE, A-604
5/8" GYPSUM BOARD, WALL FINISH PER THE ROOM
FINISH SCHEDULE A-603
ACOUSTICAL BATT INSULATION WHERE INDICATED PER
WALL SCHEUDLE A-602
METAL STUDS- REFER TO THE FLOOR PLANS &
WALL TYPES (A-602) FOR STUD TYPE & SIZE
PROVIDE A CONT. BEAD OF ACOUSTICAL SEALANT @
THE FRAME PERIMETER
HM DOOR FRAME W/ WELDED CORNER. ATTACH FRAME
TO STUD WALL W/ MIN. 3 SLIP IN METAL ANCHOR PER
JAMB. WELD THE ANCHORS TO THE HM FRAME.
CL
TYP.
1/2"
2"
1 7/8"
VARIES BASED ON WALL TYPE
5/ 8"
1 7/8"
SEE THE DOOR SCHEDULE FOR DOOR
TYPE & SIZE, A-604
CL
FINISH FLR PER FINISH FLOOR PLAN, SEE A-701 &
A-702 FOR MORE INFO.
ALUMINUM DOOR THRESHOLD SET IN A BED OF
SEALANT (SEE DOOR HARDWARE SCHEDULE FOR
DOOR SHOE, THRESHOLD, WEATHER STRIPPING, &
SOUND)
1/ 2"
M
AX
DOOR FRAME BEYOND
DOOR SHOE SEE DOOR HARDWARE SCHEDULE
SHEET
IDENTIFICATION
D R
A W N
BY
D
ES
I G N
BY
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
BY
US ARMY CORPS OF
ENGINEERS ®
"X
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A
FY
P N
D
EF
EN
S E
LO
G
IS
TI
C S
A G
E N
C Y
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
JU
LY
BU
IL
D
IN
G
W
AR
EH
O
U S
E R
EM
O
D
EL
JO
IN
T
BA
S E
LE
W
IS
-M cC H
O R
D , W
AS
H
IN
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TO
N
K .N
. B R
O W
N
W
2 D W
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B -s/
4 4 2-
-0
7/
/2
3:
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PM
C:\Users\G3ENEBS9\Documents\FY15_PN442995_DLAWR_General_r2015_G3ENEBS9.rvt
M
AT
ET
IC
H
M
AT
ET
IC
H
A-506
D O
O R
D
ET
A
IL
S
II
H
AL
E
6"6"
SCALE: 3"=1'-0"
0"4" 2"
1'1'
SCALE: 1 1/2"=1'-0"
0"6" 3"9"
4'4'
SCALE: 3/8"=1'-0"
0"2' 1'3'
3" = 1'-0"A-506
1 HM DOOR HEAD @ CONC.
3" = 1'-0"A-506
2 HM DOOR JAMB @ CONC.
3" = 1'-0"A-506
3 HM DOOR THRESHOLD
3" = 1'-0"A-506
4 INT. DOOR HEAD, FIRE RATED
3" = 1'-0"A-506
5 INT. DOOR JAMB, FIRE RATED
3" = 1'-0"A-506
6 INT. DOOR SILL
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
6"6"
PTF-2
GT-2
CPT-1 LAID
WITH RANDOM
ORIENTATION
WOOD CHAIR RAIL MOLDING
(STN-1), FINISH PLAIN SLICED
WHITE MAPLE VENEER WITH
CLEAR STAIN FINISH
PROVIDE 2X PT WD
CONTINUOUS BLOCKING
1/
2"
3/4"
CHAMFERED EDGES
SE
E
IN
T.
E
LE
V.
M O
U N
TI
N
G H
EI
G
H T
VA
R
IE
S
7' -0
" A .F
.F
PROVIDE 2X PT WD CONT.
BLOCKING
BULLETINBOARD W/
CONCEALED
ATTACHMENT
SYSTEM
CPT-1 PCON, POLISHED CONCRETE SLAB OR
SCON-1 SEALED CONCRETE
SEE A-604 FOR FINISH SCHEDULE.
VINYL
TRANSITION STRIP,
MATCH TO RB-1
T.O. CONCRETE
MIRROR MIRROR
SD
GFI
2'
" T
.O . R
IM
C
LE
AR
2'
4" M
IN
KNEE CLEARANCE
8" MIN.
LAVATORY (LAV.)
3'
2"
B.
O
. M
IR
R O
R
3'
3"
3'
7"
C
LE
AR
1'
9" M
IN
LAVATORY
ACCESSORIES
ACCESSIBLE (AAC) WATER CLOSET ACCESSORIES PAPER TOWEL
DISPENSER/WASTE
RECEPTACLE
ROBE HOOKS URINAL
SCREEN
ACCESSIBLE
(AAC) URINAL
SANITARY
NAPKIN/ TAMPON
DISPENSER (SNTD)
FIRE
EXTINGUISHER
CABINET (FEC)
1' - 6"
4'
" U
R
IN
AL
S
C R
EE
N
1'
6"
T.
O
. R
IM
1'
5" T.
O
. C O
N
TR
O
LS
4' -0
1' - 6"
1' - 0" 3' - 6"
3' -0
"T .O
.G B
T.
O
.C O
N
TR
O
LS
4' -0
4' -9
"S
TA
N D
AR
D
4' -0
"A C
C
ES
SI
BL
E
CLEAR
2' - 6" MIN.
2' - 6" 1' - 0"
8"
1' - 2"
4' -0
"T .O
.F
EC
TOILET TISSUE
DISPENSER (TTD)
GRAB
BAR (GB)
SANITARY NAPKIN
DISPOSAL (SND)
T.
O
.S
EA
T
1' -5
"M
AX
1/
2" M
IN
.C
LE
AR
T.
O
.S N
D
1' -6
T.
O
.T
TD
2' -9
ALIGN
LAVATORY
LAV.
STANDARD
URINAL
T.
O
.R
IM
2' -0
CLEAR
2' - 6" MIN.
NOTE: STANDARD WATER CLOSET T.O. RIM 17" MIN. -19" MAX.
SHEET
IDENTIFICATION
D R
A W N
BY
D
ES
I G N
BY
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
BY
US ARMY CORPS OF
ENGINEERS ®
"X
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A
FY
P N
D
EF
EN
S E
LO
G
IS
TI
C S
A G
E N
C Y
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
JU
LY
BU
IL
D
IN
G
W
AR
EH
O
U S
E R
EM
O
D
EL
JO
IN
T
BA
S E
LE
W
IS
-M cC H
O R
D , W
AS
H
IN
G
TO
N
K .N
. B R
O W
N
W
2 D W
-1 7-
B -s/
4 4 2-
-0
7/
/2
3:
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PM
C:\Users\G3ENEBS9\Documents\FY15_PN442995_DLAWR_General_r2015_G3ENEBS9.rvt
M
AT
ET
IC
H
M
AT
ET
IC
H
A-507
D
ET
AI
L S
H
AL
E
3/4" = 1'-0"A-507
2 FLOOR TILE FINISH @ RESTROOM, MOTHERS
3/4" = 1'-0"A-507
3 CARPET TILE PATTERN
3" = 1'-0"A-507
4 CHAIR RAIL MOUNTING
3" = 1'-0"A-507
5 BULLETIN BOARD MOUNTING
2'2'
SCALE: 3/4"=1'-0"
0"1' 6"
6" 1' 2'1'
SCALE: 1"=1'-0"
0"
3"3"
SCALE: 6"=1'-0"
0"2" 1"
6"6"
SCALE: 3"=1'-0"
0"4" 2"
6" = 1'-0"A-507
6 CONC. @ CARPET TILE
3/8" = 1'-0"A-507
1 TYPICAL INTERIOR ELEVATION DETAILS
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
1/4" TYP
GWB, PAINT PT-1, SEE
INTERIOR ELEVATION
1/2" SOLID SURFACING
COUNTERTOP WITH EASED
EDGES, (SSM-1)
1/8" EASED EDGE, TYP.
L 2"x2"x3/16" TYP. WELDED COUNTERTOP
SUBFRAME PAINT: PT-3
(2) No. 12 SCREWS
AT 6" OC INTO STUD BLOCKING
2x12 STUD BLOCKING
RB-1, SEE ROOM FINISH
SCHEDULE; A-604
1/2" SOLID SURFACING BACKSPLASH
WITH EASED EDGES, (SSM-1)
5" 4"
(BEYOND) 1/2" SOLID SURFACING SIDESPLASH
WITH EASED EDGES BOTH SIDES, (SSM-1)
1/2" SOLID SURFACING APRON
WITH EASED EDGES, (SSM-1)
GWB, PAINT PT-1, SEE INTERIOR ELEVATION
SEALANT, COLOR TO MATCH
ADJACENT COUNTERTOP
2'
4"
2' - 1"
1/4" TYP
GWB, PAINT PT-1, SEE
INTERIOR ELEVATION
1/2" SOLID SURFACING COUNTERTOP
WITH EASED EDGES, (SSM-1)
1/8" EASED EDGE, TYP.
L 2"x2"x3/16" TYP. WELDED COUNTERTOP
SUBFRAME PAINT: PT-3
(2) No. 12 SCREWS
AT 6" OC INTO STUD BLOCKING
2x12 STUD BLOCKING
PBT-1, SEE ROOM FINISH
SCHEDULE; A-604
1/2" SOLID SURFACING BACKSPLASH
WITH EASED EDGES, (SSM-1)
5" 4"
(BEYOND) 1/2" SOLID SURFACING
SIDESPLASH WITH EASED EDGES
BOTH SIDES, (SSM-1)
1/2" SOLID SURFACING APRON
WITH EASED EDGES, (SSM-1)
GWB, PAINT PT-1, SEE INTERIOR ELEVATION
SEALANT, COLOR TO MATCH
ADJACENT COUNTERTOP
2'
4"
2' - 1"
SOLID SURFACE
COUNTERTOP (SSM-1) WITH
SINGLE ROUND AND COVED
INTEGRAL BACKSPLASH
AND SINGLE ROUND EDGE
ON 1" WR MDF (SSM-1)
6" D. DRAWER ON GUIDE
PLAM ON 3/4" MDF
PANEL DRAWER FRONT (PLL-1)
PLAM ON 3/4" MDF
PANEL DOORS (PLL-1)
1" ADJUSTABLE SHELF
EXTEND FINISH FLOOR
SCHEDULED TO THE
WALL, TYP.
2' - 0"
RUBBER BASE, RB-1
1' - 9" 3"
4"
C O
U N
TE
R
TO
P
H
EI
G H
T
2'
2' - 1"
4"
PW
T-
5'
8"
TILE BACKSPLASH FULL-HEIGHT,
PWT-1 RUNNING BOND WITH
WATER RESISTANT GROUT, GT-1
PLAM ON 3/4" MDF PANEL
DRAWER FRONTS (PLL-1)
(4) DRAWERS ON GLIDES
RUBBER BASE TRIM RB-1,
SEE FINISH SCHEDULE
SOLID SURFACE
COUNTERTOP (SSM-1) WITH
SINGLE ROUND AND COVED
INTEGRAL BACKSPLASH
AND SINGLE ROUND EDGE
ON 1" WR MDF (SSM-1)
CABINET PULLS
1' - 9" 3"
4"
2' - 1"
C O
U N
TE
R
TO
P
H
EI
G H
T
2'
4"
PW
T-
5'
8"
TILE BACKSPLASH FULL-HEIGHT,
PWT-1 RUNNING BOND WITH
WATER RESISTANT GROUT, GT-1
1' - 0"
TILE BACKSPLASH FULL-HEIGHT,
PWT-1 RUNNING BOND WITH WATER
RESISTANT GROUT, GT-1
WALL CABINET WITH
TWO ADJUSTABLE
HEIGHT SHELVES (PLL-1)
SOLID SURFACE
COUNTERTOP (SSM-1) WITH
SINGLE ROUND AND COVED
INTEGRAL BACKSPLASH AND
SINGLE ROUND EDGE ON 1"
WR MDF (SSM-1)
CABINET PULLS
BASE CABINET (PLL-1) WITH ONE
ONE CABINET EQUIPED WITH (1)
RECYCLING RECEPTACLE AND (1)
TRASH RECEPTACLE AND PULL-
OUT HARDWARE
1' - 9" 3"
2' - 1"
CABINET PULLS
RUBBER BASE, RB-1
TILE BACKSPLASH FULL-HEIGHT,
PWT-1 RUNNING BOND WITH WATER
RESISTANT GROUT, GT-1
PW
T-
2'
0"
U
PP
ER
C
AB
IN
ET
H
EI
G
H T
2'
6"
PW
T-
1'
4" 4"
C O
U N
TE
R
TO
P
H
EI
G H
T
2'
2' - 0"
1/
2"
4"
1' - 0"
TILE BACKSPLASH FULL-HEIGHT,
PWT-1 RUNNING BOND WITH WATER
RESISTANT GROUT, GT-1
WALL CABINET WITH
TWO ADJUSTABLE
HEIGHT SHELVES (PLL-1)
SOLID SURFACE
COUNTERTOP (SSM-1) WITH
SINGLE ROUND AND COVED
INTEGRAL BACKSPLASH AND
SINGLE ROUND EDGE ON 1"
WR MDF (SSM-1)
CABINET PULLS
TILE BACKSPLASH FULL-HEIGHT,
PTW-2 RUNNING BOND WITH WATER
RESISTANT GROUT, GT-1
C O
U N
TE
R
TO
P
H
EI
G H
T
2'
4"
PW
T-
1'
4"
U
PP
ER
C
AB
IN
ET
H
EI
G
H T
2'
6"
PW
T-
2'
0"
2' - 1"
SINK BASE CABINET WITH
TWO DOORS AND FIXED
PANEL, PLL-1
SINK PER
PLUMBING
TOE KICK, TYP.
EXTEND FINISH FLOOR
SCHEDULED TO THE WALL
RUBBER BASE, RB-1
1' - 9" 3"
4"
1/
2"
PLAM ON 3/4" MDF PANEL
DRAWER FRONTS (PLL-1)
(4) DRAWERS ON GLIDES
RUBBER BASE TRIM RB-1,
SEE FINISH SCHEDULE
1' - 0"
TILE BACKSPLASH FULL-HEIGHT,
PWT-1 RUNNING BOND WITH WATER
RESISTANT GROUT, GT-1
WALL CABINET WITH
TWO ADJUSTABLE
HEIGHT SHELVES (PLL-1)
SOLID SURFACE
COUNTERTOP (SSM-1) WITH
SINGLE ROUND AND COVED
INTEGRAL BACKSPLASH AND
SINGLE ROUND EDGE ON 1"
WR MDF (SSM-1)
CABINET PULLS
CABINET PULLS
1' - 9" 3"
4"
TILE BACKSPLASH FULL-HEIGHT,
PTW-2 RUNNING BOND WITH WATER
RESISTANT GROUT, GT-1
C O
U N
TE
R
TO
P
H
EI
G H
T
2'
4"
PW
T-
1'
4"
U
PP
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C
AB
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H
EI
G
H T
2'
6"
PW
T-
2'
0"
1/
2"
2' - 1"
2' - 0"
SHEET
IDENTIFICATION
D R
A W N
BY
D
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I G N
BY
SB
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BY
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FI
LE
N
A M
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TR
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O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
BY
US ARMY CORPS OF
ENGINEERS ®
"X
FI
LE
N U
M
BE
R
P
LO
T
SC
A
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P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A
FY
P N
D
EF
EN
S E
LO
G
IS
TI
C S
A G
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C Y
SEATTLE DISTRICT
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C:\Users\G3ENEBS9\Documents\FY15_PN442995_DLAWR_General_r2015_G3ENEBS9.rvt
M
AT
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A-508
C A S
EW
O
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D E
TA
IL
S H
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1 1/2" = 1'-0"A-508
1 CASEWORK @ MOTHERS ROOM
1 1/2" = 1'-0"A-508
2 CASEWORK @ RESTROOM
1'1'
SCALE: 1 1/2"=1'-0"
0"6" 3"9"6" 1' 2'1'
SCALE: 1"=1'-0"
0"
1" = 1'-0"A-508
3 CASEWORK @ LUNCH ROOM
1" = 1'-0"A-508
4 CASEWORK @ LUNCH ROOM
1" = 1'-0"A-508
5 CASEWORK @ LUNCH ROOM
1" = 1'-0"A-508
6 CASEWORK @ LUNCH ROOM
1" = 1'-0"A-508
7 CASEWORK @ LUNCH ROOM
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
EXTERIOR WALL ASSEMBLIES
H O
RI
ZO
N
TA
L M
ET
AL
P
AN
EL
S
ID
IN
G O
N W
O O
D
ST
U
DS
ROOF ASSEMBLIES
ST
AN
DI
N
G S
EA
M
M
ET
AL
R
O O
F
R1
W O
O D
SI
DI
N G
O N
W O
O D
ST
U
DS
INTERIOR WALL ASSEMBLIES
G
YP
SU
M
W
AL
L
BO
AR
D
O N
W O
O D
ST
U
DS
2A
2D SAME AS 2C EXCEPT: 1-HR FIRE RESISTANCE RATED. REFER TO UL. NO. U305
2C SAME AS 2A EXCEPT: USE NOMINAL 2X4 WOOD STUDS
3A
2B SAME AS 2A EXCEPT: MIN. R-20 FIBERGLASS INSULATION BETWEEN STUDS
3B SAME AS 3A EXCEPT: MIN. R-20 FIBERGLASS INSULATION BETWEEN STUDS
5/8" GWB INTERIOR FINISH.
1 HOUR FIRE RATED PARTITION: UL. NO. U356
W
IR
E M
ES
H
P
AR
TI
TI
O N
2E SAME AS 2B EXCEPT: USED AS EXISTING WALL FURRING. GYP ONE-SIDE ONLY.
INTERIOR WALL ASSEMBLIES
5A
6A
5B SAME AS 5A EXCEPT: WR 5/8" GWB OR TILE BACKER BOARD ONE SIDE
(FINISH PER SCHEDULE AND INTERIOR ELEVATIONS)
G W
B O
N E
XI
ST
IN
G
W O
O D
ST
U
DS
FU
RR
IN
G P
AR
TI
TI
O
N
6C SAME AS 6A EXCEPT: 2X4 NOMINAL WOOD STUDS
6B SAME AS 6A EXCEPT: OFFSET 12" FROM FACE OF EXISTING CONCRETE WALL
METAL PANEL SIDING (MTL-1) SUPPORTED
ON HORIZONTAL FURRING
RIGID INSULATION (R-3.8 MINIMUM)
AIR/MOISTURE BARRIER
SHEATHING, SEE STRUCTURAL
KRAFT FACED BATT INSULATION IN STUD CAVITY
(R-19 MINIMUM)
2X6 NOMINAL WOOD STUDS, SEE STRUCTURAL
5/8" GYPSUM WALL BOARD (FINISH PAINT PER SCHEDULE)
EX
T.
IN
T.
SOUND ATTENUATION BATTS IN STUD CAVITY
2X6 NOMINAL WOOD STUDS, SEE STRUCTURAL
5/8" GYPSUM WALL BOARD (FINISH PAINT PER SCHEDULE)
5/8" GYPSUM WALL BOARD ((FINISH PAINT PER SCHEDULE)
2X6 NOMINAL WOOD STUDS, SEE STRUCTURAL
TWO (2) LAYERS TYPE "X" 5/8" GWB (FINISH PAINT PER SCHEDULE)
2X6 NOMINAL RANDOM LENGTHS (NO.1) LUMBER
INSTALLED HORIZONTALLY. BUTT JOINTS TO BE
INSTALLED RANDOMLY, ADJACENT JOINTS SHOULD
NOT ALIGN (FINISH STN-2)
EX
T.
IN
T.
1/2" PLYWOOD SHEATHING
5/16"-9 X 3" _7/16" HEX WASHER HEAD HIGH PROFILE LAG
SCREWS-ZINC, 2 PER STUD AT 16" O.C. ALIGN ROWS
BOTH HORIZONTALLY AND VERTICALLY
1 HOUR FIRE RATED PARTITION: UL. NO. U356
CORRUGATED METAL ROOF (MTL-2)
SHEATHING, SEE STRUCTURAL
ENGINEERED WOOD JOISTS, SEE STRUCTURAL
R-20 FIBERGLASS BATT INSULATION
TWO (2) LAYERS 5/8" TYPE "X" GYPSUM WALL BOARD
ON RESILIENT CHANNELS
1 HOUR FIRE RATED ASSEMBLY: ICC-ES EST-1153
EX
T.
IN
T.
COLD ROLLED STEEL FRAME (PT-5)
10 GA. STEEL WIRE WOVEN INTO 1-1/2" DIAMOND MESH (PT-5)
EXISTING NOMINAL WOOD STUDS,
WR 5/8" GWB OR TILE BACKER BOARD
(FINISH PER SCHEDULE AND INTERIOR ELEVATIONS)
2X6 NOMINAL WOOD STUDS, SEE STRUCTURAL.
ALIGN NOMINAL WOOD STUD WITH FACE OF
EXISTING CONCRETE WALL.
5/8" GWB (FINISH PER SCHEDULE)
EXISTING CONCRETE WALL
SHEET
IDENTIFICATION
D R
A W N
BY
D
ES
I G N
BY
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
BY
US ARMY CORPS OF
ENGINEERS ®
"X
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A
FY
P N
D
EF
EN
S E
LO
G
IS
TI
C S
A G
E N
C Y
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
JU
LY
BU
IL
D
IN
G
W
AR
EH
O
U S
E R
EM
O
D
EL
JO
IN
T
BA
S E
LE
W
IS
-M cC H
O R
D , W
AS
H
IN
G
TO
N
K .N
. B R
O W
N
W
2 D W
-1 7-
B -s/
4 4 2-
-0
7/
/2
3:
:5
PM
C:\Users\G3ENEBS9\Documents\FY15_PN442995_DLAWR_General_r2015_G3ENEBS9.rvt
BU
SH
BU
SH
A-601
W A
LL
AN
D R
O O
F
TY
PE
SC
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D
U L E
G R
EG
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M
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DOOR NOTES
1. FIELD VERIFY…
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