W912QR21R0015_Plans_Vol2-0001.pdf
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- Attached to
- Ft. Campbell Vehicle Maintenance Shop
- Solicitation number
- W912QR21R0015
About this file
This is a draft solicitation for the construction of a Vehicle Maintenance Shop at Fort Campbell, Kentucky. The project involves constructing a facility with an estimated construction cost between $25-100 million. The NAICS code is 236220 for commercial and institutional building construction, with a size standard of $39.5 million. This will be a full and open procurement requiring a 10% price evaluation preference for HUBZone small businesses. The solicitation response period will be 30 days beginning on the formal release date anticipated around April 16, 2021. Pre-proposal site visit details and a bidder inquiry key will be provided at that time. The Army Corps of Engineers Engineering District Louisville is the contracting agency.
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Text version
A
F
5 7 111098
SF303
G
SF401
SF401
SF402
SF503
C
D
SF303
TOP (-) 2"
P3
P3
CF12.0x19.0
TOP 0"
OFFSET 1-1/2" TO
ALIGN W/ FACE CMU
6' - 0"
23' - 2" 23' - 5"
TOP (-) 2"
CF12.0x19.0
P3
6' - 0"
P3
CF12.0
P3 CF12.0
W2 WF2.0
W2
WF2.0
20' - 9" 23' - 3" 27' - 9"
WF2.0
W2
W2
W F2
.0
WF2.0
WF2.0
W2
B.2
D.1
TOP 0"
OFFSET 1-1/2" TO
ALIGN W/ FACE CMU 7
SB502
CF15.0
CF12.0
CF4.0 CF4.0 CF4.0 CF4.0
CF 4.0x7.83 CF 4.0x7.83
23' - 3" 34' - 6"24' - 10"7' - 7"
CF4.0
CF8.0 CF8.0
CF9.0
CF7.0
CF8.0CF6.0
P4 P4 P2
P1
CF12.0x19.0
CF9.0
P1
CF9.0P1
CF12.0x19.0
P1
P2P4
23' - 5"
2'
8"
WF3.0
WF2.0
WF2.0
WF3.0
WF3.0
WF3.0
WF3.0
WF3.0
WF3.0
WF3.0 WF3.0
WF3.0
WF3.0
WF3.0
WF2.0
WF2.0
WF3.0
WF2.0
CF8.0
SB
SB
CF12.0
CF12.0
CF12.0
WF2.0
9' - 9"
5'
0"
TY
P
2'
1"
CMU CJ
CMU CJ
CMU CJ
CMU
CJ
CMU
CJ
EXTERIOR CANOPY
COLUMN -TYP.
SB504
7.5
12' - 2" 11' - 0"
10' - 9"
WF3.0
WF3.0
CF5.0
SF402
WF6.0
WF3.0
P4
SF403
CF9.0
P2
P2
SF404
1. FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS,
SEE S-001.
2. SEE SF301 AND FOLLOWING FOR FRAME SECTIONS.
3. SEE SB501 AND FOLLOWING FOR SLAB AND FOUNDATION
SECTIONS AND DETAILS.
4. P-X INDICATES CONCRETE PIER. SEE PIER SCHEDULE ON
SB503 FOR SIZE AND REINFORCEMENT.
5. CF-X.Y INDICATES COLUMN FOOTING FOUNDED IN SOIL
WITH AN ALLOWABLE BEARING CAPACITY OF 3000 PSF AS
DEFINED IN THE FOUNDATION NOTES ON S-001. SEE
FOOTING SCHEDULE ON SB601 FOR SIZE AND
REINFORCEMENT.
6. TOP OF INT FTG = (-) 2'-0" UNO
TOP OF EXT FTG = (-) 4'-0" UNO
7. * INDICATES DIMENSION SHALL BE COORDINATED WITH
METAL BUILDING MANUFACTURER.
8. PIERS AND FOUNDATIONS SUPPORTING MB COLUMNS ARE
PRELIMINARY FOR ESTIMATING PURPOSES ONLY AND ARE
NOT FINAL. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR FINAL DESIGN OF MB PIERS AND FOUNDATIONS
BASED ON FINAL MB REACTIONS. SEE GENERAL NOTES
FOR ADDITIONAL INFORMATION.
9. INDICATES FOOTING STEP. SEE DETAIL 3/SB504
10. WF INDICATES WALL FOOTING. SEE SCHEDULE ON SB601
AND SECTIONS AND DETAILS.
11. COORDINATE UNDERGROUND UTILITY LINES WITH CIVIL,
ELECTRICAL PLUMBING, AND FIRE PROTECTION
DRAWINGS PRIOR TO CONSTRUCTION OF FOOTINGS AND
SLABS-ON-GRADE. .
12. DRAINAGE AND DEWATERING: ALL EXCAVATION SHALL BE
PREFORMED SO THAT THE SITE AND THE AREA
IMMEDIATELY SURROUNDING THE SITE WHICH AFFECTS
CONSTRUCTION OPERATIONS WILL BE CONTINUALLY AND
EFFECTIVELY DRAINED. THE CONTRACTOR SHALL
PROVIDE DRAINAGE AND DEWATERING AS REQUIRED TO
ENSURE THAT ALL FOOTING EXCAVATIONS ARE
ACCOMPLISHED WITH THE SUBGRADE SOILS REMAINING
DRY AND FIRM UNTIL AFTER FOOTINGS ARE PLACED AND
BACKFILLED. REMOVAL OF SURFACE WATER,
GROUNDWATER, AND ANY PERCHED-WATER CONDITIONS,
WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS
SHALL BE ACCOMPLISHED BY APPROVED MEANS. REFER
TO SPECIFICATION 31 00 00 EARTHWORK FOR ADDITIONAL
REQUIREMENTS.
S
SHEET ID
D R
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B Y:
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D B
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US Army Corps of Engineers ®
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C O
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AN
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2 3 4 5 6 7 8 9 10
P:\Revit Projects\Cam0009 (PN64296)\_Telework Working\FY19PN64296-STRUC_R18_TW Current.rvt
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SB103
FO
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READY TO ADVERTISE (RTA)
FOUNDATION PLAN NOTES
GRAPHIC LEGEND
PLAN NORTH
LEGEND
164 8268
SCALE: 1/8"=1'-0"
FOUNDATION PLAN - AREA B1
B
KEY PLAN
A
1ST FLR
2ND FLR
MATCH LINE:
BOLLARD:
PORTAL FRAME
PORTAL FRAME
M
AR
K D
ES
C
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IP
TI
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AT
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A C
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W
2Q R
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-0
F
5 7 98
SF303
G
B.2
D.1
0"
OPERABLE PARTITION FRAMING ABOVE
SF100
SF201
SF201
SF201
EOD
10"
EO
D
EO
D
7"
7' - 7" 24' - 10" 23' - 5"
SF100
TYP.
TY
P.
7.5
12' - 2" 11' - 0"
X
XX
SF403
21' - 4"
SF504
SF201
CONCRETE VAULT
CEILING
CONCRETE VAULT
CEILING
9' - 4" 11' - 4" 24' - 7"
CMU WALL ABOVE
REINFORCED CONCRETE
CEILINGS
FLUID
DISTRIBUTION
ROOM REINFORCED
CONCRETE CEILING
SF404
4'
8"
FIRE PUMP
ROOM CONCRETE
CEILING PLAN
1' - 2"
CENTER OF
BEAM TO
EDGE OF
WALL
SF100
SF404
4' -0
8"
4' -0
8"
4'-0"
8"
4'-0" 8"
#4@12" O.C. EACH
WAY BTM
#4
" O
.C . E
AC
H
W
AY
B
TM
1/ 8"
SF502
15' - 11 7/8"
K
W
X3
[(8
(8
(3
(8
8)
K
W
X3
[(7
7)
;(3
8) ;(8
K
W
X4
[(9
(9
(3
(9
(9
K
K
W
X4
[(9
(9
(3
(9
(9
K
K
W
X4
[(9
9) ;(3
9)
;(9
K
K
W
X4
[(8
(8
(3
(8
8)
K
K
W
X3
[(8
(8
(3
(8
8)
K
K
W
X3
[3 6]
K
K
W
X4
[(8
(8
(4
(8
8)
K
K
W
X4
[(9
(9
(3
(9
(9
K
11 K W14X30 [14] 11 K
12 K W14X30 [14] 12 K
7 K W12X19 [10] 7 K 8 K W14X30 [14] 8 K
8 K W14X30 [15] 8 K 10 K W14X30 [14] 10 K
10 K W14X30 [14] 10 K 12 K W14X30 [14] 12 K
5 K W12X19 [8]
5 K 6 KW12X19 [10]6 K
11 K W14X30 [14] 11 K
11 K W14X30 [14] 11 K
11 K W14X30 [14] 11 K
13 K W14X30 [14] 13 K
11 K W14X30 [14] 11 K
11 K W14X30 [14] 11 K
11 K W12X19 [10] 11 K
W14X30 [12]
5 K
10 K W14X30 [14] 10 K
11 K W14X30 [14] 11 K 14 K W14X30 [14] 14 K
11 K W14X30 [14] 11 K 14 K W14X30 [14] 14 K
14 K W14X30 [14] 14 K
10 KW14X30 [14]10 K
W14X30 [12]
5 K
W14X30 [12]
5 K
W14X30 [12] 5 K
10 KW14X30 [14]10 K
10 KW14X30 [14]10 K
10 KW14X30 [14]10 K
K
W
X3
[(7
7) ;(3
7)
;(7
K
K
W
X3
[(7
7) ;(3
7)
;(7
K
12 K W14X30 [14] 12 K
14 K W14X30 [14] 14 K
14 K W14X30 [14] 14 K
14 K W14X30 [14] 14 K
14 K W14X30 [14] 14 K
14 KW14X30 [14]14 K
10 K W14X30 [14] 10 K
10 K W14X30 [14] 10 K
10 K W14X30 [14] 10 K
10 K W14X30 [14] 10 K
11 K W14X30 [14] 11 K
11 K W14X30 [14] 11 K
11 K W14X30 [14] 11 K
14 K W14X30 [14] 14 K
11 K W14X30 [14] 11 K11 K W14X30 [14] 11 K
11 K W12X19 [10] 11 K
6 K W12X19 [10] 6 K
4 K W12X19 [10] 4 K
4 K W12X19 [10] 4 K
6 K W12X14 [10] 6 K
5 K W14X30 [12]
5 K
K
W
X2
[1 0]
K
11 K W14X30 [10] 11 K
14 K W14X30 [14] 14 K
11 K W12X19 [10] 11 K 11 K W12X19 [10] 11 K
C
X1
5.
[1 0]
? C10X15.3 [10] ?
? C10X15.3 [10] ?
1. FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS,
SEE S-001.
2. SEE SF301 AND FOLLOWING FOR FRAMING ELEVATIONS.
3. SEE SF501 AND FOLLOWING FOR FRAMING SECTIONS AND
DETAILS.
4. TOP OF FINISHED FLOOR SLAB ELEVATION SHALL BE
(+)18'-0" UNO.
5. TOP OF STEEL FOR SECOND FLOOR FRAMING SHALL BE
(+)17'-7" UNO.
6. SECOND FLOOR FRAMING SHALL BE COMPOSITE SLAB
CONSISTING OF 3.5" LIGHT WEIGHT CONCRETE
SUPPORTED BY 1.5VL20 GAUGE METAL DECK (5" TOTAL
THICKNESS) OVER COMPOSITE STEEL BEAMS.
REINFORCE SLAB WITH (1) LAYER OF 6X6-W2.1XW2.1 WWF
LOCATED AT 1/3 DEPTH FROM TOP OF SLAB. SLAB SHALL
BE PLACED SO THAT MAXIMUM SLAB DEPTH DOES NOT
EXCEED 5".
7. PROVIDE 3/4" DIAMETER X 4" LONG HEADED SHEAR
CONNECTOR STUDS OF QUANTITY SHOWN ON PLANS.
SEE SF502 FOR SHEAR CONNECTOR STUD SPACING AND
PLACEMENT DETAILS.
8. BEAMS ARE EQUALLY SPACED BETWEEN BEAMS (NOT TO
EXCEED 6.5FT O.C.) LOCATED AT COLUMN LINES UNO.
9. STEEL FRAMING SHOWN IS FOR ESTIMATING AND
COORDINATION PURPOSES ONLY. ALL STEEL FRAMING
AND CONNECTIONS SHALL BE DESIGNED BY THE MBM IN
ACCORDANCE WITH PROJECT DESIGN CRITERIA.
10. SEE ARCHITECTURAL DRAWINGS FOR PARTITION WALL
LOCATIONS.
11. PROVIDE OVERHEAD STRUCTURAL FRAMING FOR
OPERABLE PARTITION. SEE ARCHITECTURAL FOR
LOCATION AND DETAILS.
12. COORDINATE ALL FLOOR SLAB OPENINGS AND
PENETRATIONS WITH ARCHITECTURAL, MECHANICAL,
PLUMBING, AND ELECTRICAL DRAWINGS.
13. PRE-FABRICATED METAL STAIRS, LANDINGS, AND
CONNECTIONS TO THE BUILDING STRUCTURE SHALL BE
DESIGNED BY A PROFESSIONAL ENGINEER EMPLOYED BY
THE STAIR FABRICATOR. COORDINATE ALL DIMENSIONS
AND DETAILS WITH ARCHITECTURAL DRAWINGS.
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
FI
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N
AM
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IS
SU
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C O
N
TR
AC
T
N O
SO
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C
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N N
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U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C H
EC
KE
D B
Y:
US Army Corps of Engineers ®
D
C
B
A
C
AT
EG
O
R Y
C O
D E:
AN
SI
D
E
F
G
2 3 4 5 6 7 8 9 10
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4-
-0
SF101
SE
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READY TO ADVERTISE (RTA)
SECOND FLOOR PLAN1
SECOND FLOOR NOTES
GRAPHIC LEGEND
PLAN NORTH
164 8268
SCALE: 1/8"=1'-0"
B
KEY PLAN
A
1ST FLR
2ND FLR
KEY PLAN
EOD = EDGE OF DECK
NOTCH CMU WALL TO ALLOW BEAM TO
PENATRATE WALL. THE WALL BELOW
THE BEAM WALL SHALL BE A BOND BEAM.
X
1/2" DEPRESSED COMPOISTE SLAB. MAINTAIN
REINFORCEMENT CONCRETE COVER.
M
AR
K D
ES
C
R
IP
TI
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N D
AT
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R
EV
IS
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IN
A C
C O
R D
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A M
EN
D
M
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M
AY
W
2Q R
R
-0
2' - 0"
1'
6"
2'
0"
(3) #6 "U" BARS EACH WAY
GALVANIZED FLOOR GRATING SUPPORT
ANGLE WITH POST INSTALLED ANCHORS.
GALVANIZED 12" DEEP STEEL
CHANNEL STRINGER BY STAIR
SUPPLIER, (TYP)
4' - 0"
2'
4"
1' - 0"
4' - 0"
8"
4"
8"
1' - 6"1' - 0"1' - 6"
CONT. 2x6 SHEAR KEY, (TYP)
4" DIAMETER FRENCH DRAIN
AROUND PERIMETER OF PIT
WALL - SEE MECHANICAL AND
CIVIL - TYP.
TY
P.
1'
4"
TYP.
1' - 0"
8"
4"
8"
2' - 0"2' - 0"2' - 0"2' - 0"4' - 0" 8' - 0"
1' - 6" 1' - 0" 1' - 6"
4" THICK CAST IN PLACE
CONCRETE CURB AT EACH
END OF PIT REINF. WITH WWF
6x6-2.0x2.0 CENTERED IN SLAB (TYP.)
1/2" DIA x3" LONG HEADED
STUD ANCHORS WELDED
TO PERIMETER ANGLE
@12" O.C. (TYP.)
FIN FLOOR
0"OIL
EVAC
RECESS
2' - 0" 2' - 0"7' - 9"
1' - 6"1' - 0"1' - 6"
LIGHT
RECESS
BENT BARS AT SUMP PIT SHALL MATCH
SIZE AND SPACING OF FOUNDATION
REINFORCING IN EACH DIRECTION
L4x3x1/4x6 (LLV) WITH 1/2" DIAx 5"
LONG POST INSTALLED ANCHORS
WITH LEVELING BED OF NON-SHRINK
GROUT, (TYP.)
2' - 0" 2' - 0"
LIGHT
RECESS
OIL
EVAC
RECESS
TOP OF PIT FTNG
-5' - 0"
5'
0" 1 1/2"
1' - 0"
LIGHT AND OIL EVACUATION RECESSES ON
EACH SIDE OF THE HOSE REEL RECESS.
#6 @12" O.C. E.W.
TOP & BOTTOM
SF402
SF402
40' - 0"
2' - 0"
1'
6"
2'
0"
(3) #6 "U" BARS EACH WAY
GALVANIZED FLOOR GRATING SUPPORT
ANGLE WITH POST INSTALLED ANCHORS.
L4x3x1/4x6" (LLV) WITH 1/2" DIA x 5"
LONG POST INSTALLED ANCHORS
WITH LEVELING BED OF NON-SHRINK
GROUT, (TYP)
GALVANIZED 12" DEEP STEEL
CHANNEL STRINGER BY STAIR
SUPPLIER, (TYP)
CONT. 2x6 SHEAR KEY, (TYP)
4" DIAMETER FRENCH DRAIN
AROUND PERIMETER OF PIT
WALL - SEE MECHANICAL AND
CIVIL - TYP.
TY
P.
1'
4"
TYP.
1' - 0"
BENT BARS AT SUMP PIT SHALL MATCH
SIZE AND SPACING OF FOUNDATION
REINFORCING IN EACH DIRECTION
1/2" DIA x3" LONG HEADED
STUD ANCHORS WELDED
TO PERIMETER ANGLE
@12" O.C. (TYP.)
REMOVABLE GALVANIZED METAL GRATING WITH
NON-SLIP, ANTI-SPARK FINISH AT TOP AND BOTTOM
OF PIT. GRATING SHALL CONSIST OF 1 1/4"x3/16"
BEARING BAR @ 1 3/16" O.C. AND WELDED CROSS BAR
@ 4" O.C.
7' - 6"
7' - 6"
CONTINUOUS LIGHT AND TOOL SHELF
RECESS AT THIS SIDE OF PIT. SEE
DETAIL 4 ON THIS SHEET FOR DIMENSIONAL
INFORMATION.
(1)#5x48" EACH FACE AT EACH CORNER OF WALL RECESS PROVIDE #5x2'-9" WITH
90 DEGREE STANDARD HOOK AT TOP
CORNERS. (TYP).
(3)#4 TIES
20' - 0" 20' - 0"
COVER - TYP.
1 1/2"
SLOPESLOPE
3/16
TYP.
FIN FLOOR
0"
3' - 0"
COVER - TYP.
3"
TOP OF PIT FTNG
-5' - 0"
5'
0" TY
P.7"
1 3/8"
TYP.
11"
(TREAD)
TYP.
1' - 0" RIGID INSULATION UNDER
SLABON GRADE AND BEHIND
PIT WALLS - SEE ARCH FOR
DETAILS - TYP.
CONT. 3/8" THICK BENT PLATE
(7"Vx3"H) WITH 2 ROWS (1 ROW DAGONAL) OF 1/2" DIAx4" LONG
HEADED STUD ANCHORS SHOP
WELDED TO PLATE @12" O.C.
MIN (1)#4 HORIZ AT EACH ROW
OF STUDS, (TYP.)
0"
2' - 0"
41' - 0"
25' - 0"
18' - 6"18' - 6"
2' - 0"
PROVIDE (1)#4x48" LONG AT TOP AND BOTTOM
OF SLAB AT ALL RE-ENTRANT CORNERS. (TYP)
4"
6' - 0"
HIDDEN LINES WITHIN PIT WALLS DENOTE EXTENTS OF HOSE
REEL, TOOL AND LIGHT SHELF, AND OIL EVACUATION PIT RECESSES.
SEE OTHER DETAILS ON THIS SHEET FOR MORE INFORMATION
1' - 0"
4" CONCRETE CURB AT EACH END OF PIT (TYP)
1' - 0"
DENOTES 12" THICK WALLS AT ENDS OF PIT. (TYP)DENOTES 22" THICK WALLS AT SIDES OF PIT. (TYP)
INSIDE FACE
OF WALL
INSIDE FACE
OF WALL
7/
8"
6' - 0"
MAINTENANCE PIT FOUNDATION REINFORCED
WITH (2) #6 BARS, 12" O.C.
*NOTE: GRATING AT TOP OF MAINTENANCE
PIT IS NOT SHOWN FOR CLARITY
4' - 0"
11 1/2"
8' - 0"
SF402
1' - 0" 1' - 0"1' - 0"
4'
0" 1'
7"
1'
6" 1'
0"2'
6"
1'
7"
SF402
1'
0" 1'
0"
SF402
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C H
EC
KE
D B
Y:
US Army Corps of Engineers ®
D
C
B
A
C
AT
EG
O
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C O
D E:
AN
SI
D
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F
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P:\Revit Projects\Cam0009 (PN64296)\_Telework Working\FY19PN64296-STRUC_R18_TW Current.rvt
5/6/2021 8:45:48 AM
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2Q R
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R -0
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C . B
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4-
-0
SF401
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. A R
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N N
AH
D
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W . O
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TH
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A
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SA
VA
N
N
AH
, G A
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PB
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L, K
EN
TU
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KY
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VO
LU
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-B
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W
H
IT
TA
KE
R
READY TO ADVERTISE (RTA)
MAINTENANCE PIT ELEVATION - SOUTH WALL3
MAINTENANCE PIT ELEVATION - NORTH WALL2
MAINTENANCE PIT PLAN1
SCALE: 3/8"=1'-0"
24 4
SCALE: 3/8"=1'-0"
24 4
SCALE: 3/8"=1'-0"
24 4
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
M
AY
W
2Q R
R
-0
01_FIN. FLOOR
0"
T/O HIGH EAVE
36' - 0"
COILING OVERHEAD
DOOR SYSTEM AS
SCHEDULED
PREFINISHED METAL
LINER PANELS
STEEL RIGID FRAME
BEYOND
CONCRETE FLOOR SLAB
SLOPED TO DRAINS -
SEE STRUCTURAL
A.1
CONT. EDGE UNDERSLAB
INSULATION (R-20 MIN.)
A
PREFINISHED INSULATED METAL
ROOF PANELS (R-35 MIN.)
PREFINISHED INSULATED METAL
WALL PANELS (R-26 MIN.)
TRANSLUCENT WALL PANELS
ALUMINUM
DOWNSPOUT BEYOND
A-501
WIND BEAM PER MBM, EXTEND
CMU TO WIND BEAM, ELEVATION
VARIES - SEE STRUCTURAL
1. CONTRACTOR SHALL COORDINATE INSTALLATION OF AIR /
MOISTURE BARRIER TO PROVIDE CONTINUOUS MEMBRANE AT
WALLS AND ROOF PLANES. SEAL JOINTS AT TRANSITIONS
WITHIN AND BETWEEN PLANES, ANY DISCONTINUITY IN WALL,
ROOF, OR FLOOR ASSEMBLY, AND OPENINGS AND
PENETRATIONS THEREOF.
2. COORDINATE STEEL MEMBER SIZES WITH METAL BUILDING
MANUFACTURER.
3. COORDINATE NECESSARY CLEARANCES WITH MBM /
OVERHEAD DOOR / BRIDGE CRANE MANUFACTURER PRIOR TO
ERECTION AND/OR INSTALLATION.
4. PROVIDE FULL HEIGHT METAL LINER PANELS ABOVE CMU AT
ALL EXTERIOR WALLS OF MAINTENANCE BAYS AND WHERE
SCHEDULED (SEE FINISH SCHEDULE).
5. PROVIDE INFILL STEEL STUD FRAMING AT EAVE AND RAKE
OVERHANGS AND CANOPIES AS REQUIRED TO INSTALL
INSULATED METAL FASCIA AND SOFFIT PANELS.
6. COORDINATE ROOF HATCH OPENING SIZE WITH METAL
BUILDING FRAMING MEMBERS TO PROVIDE 3'-0" DEEP BY 2'-8"
WIDE CLEAR OPENING (MINIMUM) AT LADDER.
7. GYPSUM BOARD IN EXTERIOR WALLS AND WALL OF AIR
BARRIER TESTING BOUNDARY SHALL BE GLASS MAT TYPE
U.N.O.
8. CMU IN EXTERIOR WALLS SHALL EXTEND TO WIND BEAM OR
SECOND FLOOR. HEIGHT VARIES - SEE WALL AND BUILDING
SECTIONS AND STRUCTURAL DRAWINGS.
9. ALL LOCATIONS WHERE GYPSUM WALL BOARD FINISH IS
SCHEDULED, PROVIDE INFILL STEEL STUD FRAMING BETWEEN
MBM GIRTS TO SUPPORT THE GYP BD (SIM. TO 03/A-310).
01_FIN. FLOOR
0"
T/O LOW EAVE
20' - 0"
T/O BRICK
8' - 8"
CONCRETE FLOOR SLAB
SLOPED TO DRAINS -
SEE STRUCTURAL
F.1
PRECAST CONCRETE
WATERTABLE
RIGID INSULATION
(R-15 MIN.)
CONT. EDGE UNDERSLAB
INSULATION (R-20 MIN.)
A-313
AIR SPACE
F
299 SF
COMSEC VAULT
8" CONCRETE VAULT WALL
AND CAP - SEE STRUCTURAL
FOR REINFORCEMENT
8" NOMINAL CMU
BLOCK
PREFINISHED INSULATED METAL
ROOF PANELS (R-35 MIN.)
PREFINISHED
INSULATED METAL
WALL PANELS (R-26
MIN.)
4" NOMINAL BRICK
VENEER W/ ANCHORS
16" OC EACH WAY,
TYP
PREFINISHED METAL
LINER PANELS
CEILING AS SCHEDULED
MBM METAL 'Z' GIRTS
WIND BEAM PER MBM,
EXTEND CMU TO
WIND BEAM,
ELEVATION VARIES -
SEE STRUCTURAL
LIGHTNING PROTECTION -
SEE ELECTRICAL
FIRE-RESISTANT
JOINT BEYOND
CONT. FLUID-APPLIED
AIR BARRIER ON CMU
01_FIN. FLOOR
0"
02_FIN. FLOOR
18' - 0"
T/O HIGH EAVE
36' - 0"
T/O BRICK
8' - 8"
A.1 A
PRECAST CONCRETE WATERTABLE
STEEL FRAMING,
TYP (BEYOND)
FLOOR FINISH AS
SCHEDULED
CONT. EDGE UNDERSLAB
INSULATION (R-20 MIN.)
AIR SPACE
8" NOMINAL CMU
4" NOMINAL BRICK VENEER W/
ANCHORS 16" OC EACH WAY, TYP
PREFINISHED INSULATED METAL
WALL PANELS (R-26 MIN.)
PREFINISHED INSULATED METAL
ROOF PANELS (R-35 MIN.)
RIGID INSULATION (R-15 MIN.)
ALUMINUM DOWNSPOUT
BEYOND
REAR CANOPY
SYSTEM
6" M
IN
3-5/8" METAL STUDS
BETWEEN MBM GIRTS
CEILING AS SCHEDULED
WALL FINISH AS
SCHEDULED
TOOL ROOM
ADMIN AND SHOP
CONTROL
WIND BEAM PER MBM, EXTEND
CMU TO WIND BEAM, ELEVATION
VARIES - SEE STRUCTURAL
CONT. FLUID-APPLIED
AIR BARRIER ON CMU
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C H
EC
KE
D B
Y:
US Army Corps of Engineers ®
D
C
B
A
C
AT
EG
O
R Y
C O
D E:
AN
SI
D
E
F
G
2 3 4 5 6 7 8 9 10
C:\Users\K6ENXSCM\Desktop\Campbell Revit\FY19PN64296-ARCH_R18_TW Current.rvt
5/6/2021 10:59:24 AM
AP
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R -0
S.
M
U R
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S.
M
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J.
S
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4-
-0
A-310
W
AL
L
SE
C
TI
O N
S
LO
U
IS
VI
LL
E
D
IS
TR
IC
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D
R . M
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N L
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IN
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J R
P L.
LO
U
IS
VI
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E, K Y
U .S
. A R
M Y
C O
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PS
O F
EN
G
IN
EE
R S
SA
VA
N N
AH
D
IS
TR
IC
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W . O
G
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TH
O
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PE
A
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SA
VA
N
N
AH
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FO
R
T C
AM
PB
EL
L, K
EN
TU
C
KY
VE
H
IC
LE
M
AI
N
TE
N
AN
C
E
SH
O P
PN
P2
:3
VO
LU
M E
-B
U
IL
D
IN
G
J.
S
TE
IN
READY TO ADVERTISE (RTA)
GENERAL NOTES
GRAPHIC LEGEND
WALL SECTION - HIGH BAY01WALL SECTION - LOW BAY02
1 2 42
SCALE: 1/2"=1'-0"
WALL SECTION - 2 FLOORS03
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
M
AY
W
2Q R
R
-0
1. CONTRACTOR SHALL COORDINATE INSTALLATION OF AIR /
MOISTURE BARRIER TO PROVIDE CONTINUOUS MEMBRANE AT
WALLS AND ROOF PLANES. SEAL JOINTS AT TRANSITIONS
WITHIN AND BETWEEN PLANES, ANY DISCONTINUITY IN WALL,
ROOF, OR FLOOR ASSEMBLY, AND OPENINGS AND
PENETRATIONS THEREOF.
2. COORDINATE STEEL MEMBER SIZES WITH METAL BUILDING
MANUFACTURER.
3. COORDINATE NECESSARY CLEARANCES WITH MBM /
OVERHEAD DOOR / BRIDGE CRANE MANUFACTURER PRIOR TO
ERECTION AND/OR INSTALLATION.
4. PROVIDE FULL HEIGHT METAL LINER PANELS ABOVE CMU AT
ALL EXTERIOR WALLS OF MAINTENANCE BAYS AND WHERE
SCHEDULED (SEE FINISH SCHEDULE).
5. PROVIDE INFILL STEEL STUD FRAMING AT EAVE AND RAKE
OVERHANGS AND CANOPIES AS REQUIRED TO INSTALL
INSULATED METAL FASCIA AND SOFFIT PANELS.
6. COORDINATE ROOF HATCH OPENING SIZE WITH METAL
BUILDING FRAMING MEMBERS TO PROVIDE 3'-0" DEEP BY 2'-8"
WIDE CLEAR OPENING (MINIMUM) AT LADDER.
7. GYPSUM BOARD IN EXTERIOR WALLS AND WALL OF AIR
BARRIER TESTING BOUNDARY SHALL BE GLASS MAT TYPE
U.N.O.
8. CMU IN EXTERIOR WALLS SHALL EXTEND TO WIND BEAM OR
SECOND FLOOR. HEIGHT VARIES - SEE WALL AND BUILDING
SECTIONS AND STRUCTURAL DRAWINGS.
9. ALL LOCATIONS WHERE GYPSUM WALL BOARD FINISH IS
SCHEDULED, PROVIDE INFILL STEEL STUD FRAMING BETWEEN
MBM GIRTS TO SUPPORT THE GYP BD (SIM. TO 03/A-310).
01_FIN. FLOOR
0"
02_FIN. FLOOR
18' - 0"
T/O HIGH EAVE
36' - 0"
A-802
A-802
REPAIR BAY
121 TOOL ROOM
ADMIN AND SHOP
CONTROL
8" NOMINAL CMU BLOCK
STEEL FRAMING -
SEE STRUCTURAL
PREFINISHED INSULATED METAL
ROOF PANELS (R-35 MIN.)
(V
ER
IF
Y
W / M
FR
M
AT
C H
M
AN
IF
O
LD
H
T
IN-FLOOR RADIANT HEAT
MANIFOLD - SEE MECHANICAL
SEE STRUCTURAL FOR SLABS,
FOOTINGS, AND FOUNDATIONS
5/8" TYPE 'X' GYPSUM WALLBOARD
8" METAL STUDS @ 16" O.C.
MINERAL WOOL BOARD
INSULATION (R-17 MIN.)
PREFINISHED METAL LINER PANELS
1/2" EXTERIOR SHEATHING
CONTINUOUS SELF-
ADHERED AIR BARRIER ON
SHEATHING
10 GA. WIRE MESH CAGE
AROUND EACH MANIFOLD
(SEE A-509 FOR DETAILS) -
COORDINATE SIZE W/
EQUIPMENT MFR PRIOR TO
FABRICATION
01_FIN. FLOOR
0"
02_FIN. FLOOR
18' - 0"
T/O HIGH EAVE
36' - 0"
A-501
PREFINISHED
INSULATED METAL
WALL PANELS (R-26
MIN.)
PREFINISHED INSULATED METAL
ROOF PANELS (R-35 MIN.)
CONTINUOUS
FIRE/SMOKE SEALANT
MBM FRAMING, TYP
A-802
CEILING AS SCHEDULED
L
5/8" TYPE 'X' GYPSUM
WALLBOARD
CONTINUOUS
FIRE/SMOKE SEALANT
3-5/8" METAL STUDS @ 16"
O.C. MAX, EXTEND FROM
FLOOR TO HORIZONTAL Z-
GIRT
PREFINISHED
INSULATED METAL
ROOF PANELS (R-35
MIN.)
BRACE TOP OF WALL TO
STRUCTURE AND SEAL
PENETRATIONS W/
FIRE/SMOKE SEALANT
DEFLECTION TRACK
1/2" EXTERIOR
SHEATHING
PREFINISHED METAL
LINER PANELS
CONT. SELF-ADHERED
FLEXIBLE AIR BARRIER
MEMBRANE
RECYCLE
01_FIN. FLOOR
0"
T/O LOW EAVE
20' - 0"
T/O BRICK
8' - 8"
CONCRETE FLOOR SLAB
SLOPED TO DRAINS -
SEE STRUCTURAL
RIGID INSULATION
(R-15 MIN.)
CONT. EDGE UNDERSLAB
INSULATION (R-20 MIN.)
AIR SPACE
8" NOMINAL CMU
BLOCK
PREFINISHED
INSULATED METAL
WALL PANELS (R-26
MIN.)
4" NOMINAL BRICK
VENEER W/ ANCHORS
16" OC EACH WAY,
TYP
METAL BUILDING
FRAMING BY MBM
WIND BEAM PER MBM,
EXTEND CMU TO
WIND BEAM,
ELEVATION VARIES -
SEE STRUCTURAL
FOR ELEVATIONS
PREFINISHED METAL
LINER PANELS
PREFINISHED INSULATED METAL
ROOF PANELS (R-35 MIN.)
PRECAST CONCRETE
WATERTABLE
AIR
COMPRESSOR
113A
A-314
CONT. FLUID-APPLIED
AIR BARRIER ON CMU
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C H
EC
KE
D B
Y:
US Army Corps of Engineers ®
D
C
B
A
C
AT
EG
O
R Y
C O
D E:
AN
SI
D
E
F
G
2 3 4 5 6 7 8 9 10
C:\Users\K6ENXSCM\Desktop\Campbell Revit\FY19PN64296-ARCH_R18_TW Current.rvt
5/6/2021 11:03:34 AM
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R -0
S.
M
U R
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Y
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M
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Y
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IN
4-
-0
A-311
W
AL
L
SE
C
TI
O N
S
LO
U
IS
VI
LL
E
D
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TR
IC
T
D
R . M
AR
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N L
U
TH
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K
IN
G
J R
P L.
LO
U
IS
VI
LL
E, K Y
U .S
. A R
M Y
C O
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PS
O F
EN
G
IN
EE
R S
SA
VA
N N
AH
D
IS
TR
IC
T
W . O
G
LE
TH
O
R
PE
A
VE
SA
VA
N
N
AH
, G A
FO
R
T C
AM
PB
EL
L, K
EN
TU
C
KY
VE
H
IC
LE
M
AI
N
TE
N
AN
C
E
SH
O P
PN
P2
:3
VO
LU
M E
-B
U
IL
D
IN
G
J.
S
TE
IN
READY TO ADVERTISE (RTA)
GENERAL NOTES
GRAPHIC LEGEND
SCALE: 1 1/2"=1'-0"
1 2 42
SCALE: 1/2"=1'-0"
INTERIOR WALL SECTION01WALL SECTION02WALL SECTION03
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
M
AY
W
2Q R
R
-0
WALLS AND ROOF PLANES. SEAL JOINTS AT TRANSITIONS
WITHIN AND BETWEEN PLANES, ANY DISCONTINUITY IN WALL,
ROOF, OR FLOOR ASSEMBLY, AND OPENINGS AND
PENETRATIONS THEREOF.
2. COORDINATE STEEL MEMBER SIZES WITH METAL BUILDING
MANUFACTURER.
3. COORDINATE NECESSARY CLEARANCES WITH MBM /
OVERHEAD DOOR / BRIDGE CRANE MANUFACTURER PRIOR TO
ERECTION AND/OR INSTALLATION.
4. PROVIDE FULL HEIGHT METAL LINER PANELS ABOVE CMU AT
ALL EXTERIOR WALLS OF MAINTENANCE BAYS AND WHERE
SCHEDULED (SEE FINISH SCHEDULE).
5. PROVIDE INFILL STEEL STUD FRAMING AT EAVE AND RAKE
OVERHANGS AND CANOPIES AS REQUIRED TO INSTALL
INSULATED METAL FASCIA AND SOFFIT PANELS.
6. COORDINATE ROOF HATCH OPENING SIZE WITH METAL
BUILDING FRAMING MEMBERS TO PROVIDE 3'-0" DEEP BY 2'-8"
WIDE CLEAR OPENING (MINIMUM) AT LADDER.
7. GYPSUM BOARD IN EXTERIOR WALLS AND WALL OF AIR
BARRIER TESTING BOUNDARY SHALL BE GLASS MAT TYPE
U.N.O.
8. CMU IN EXTERIOR WALLS SHALL EXTEND TO WIND BEAM OR
SECOND FLOOR. HEIGHT VARIES - SEE WALL AND BUILDING
SECTIONS AND STRUCTURAL DRAWINGS.
9. ALL LOCATIONS WHERE GYPSUM WALL BOARD FINISH IS
SCHEDULED, PROVIDE INFILL STEEL STUD FRAMING BETWEEN
MBM GIRTS TO SUPPORT THE GYP BD (SIM. TO 03/A-310).
01_FIN. FLOOR
0"
02_FIN. FLOOR
18' - 0"
T/O BRICK
8' - 8"
A.1
CONCRETE PAVING - SLOPE
AWAY FROM BLDG, SEE CIVIL
EXPOSED STEEL
CANOPY FRAMING -
SEE STRUCTURAL
PREFINISHED VENTED
LINEAR METAL SOFFIT
PANELS W/ CLOSURE TRIM
PREFINISHED STANDING SEAM
STRUCTURAL STEEL METAL ROOF
SYSTEM
PREFINISHED METAL GUTTER
A-501
A-501
A
COMBAT SPARES
UNASSIGNED
8" NOMINAL CMU BLOCK
RIGID INSULATION (R-15 MIN.)
4" NOMINAL BRICK VENEER W/
ANCHORS 16" OC EACH WAY, TYP
PREFINISHED INSULATED METAL
WALL PANELS (R-26 MIN.)
CANOPY FOOTINGS AND
FOUNDATION - SEE
STRUCTURAL
CONT. FLUID-APPLIED AIR
BARRIER ON CMU
WIND BEAM PER MBM, EXTEND
CMU TO WIND BEAM, ELEVATION
VARIES - SEE STRUCTURAL
MBM METAL 'Z' GIRTS
01_FIN. FLOOR
0"
02_FIN. FLOOR
18' - 0"
A-504
STANDING SEAM STRUCTURAL
METAL ROOF OVER STRUCTURAL
STEEL FRAMING SYSTEM
CANOPY COLUMN
FOOTINGS - SEE
STRUCTURAL
EXTERIOR HARDSTAND,
SLOPE AWAY FROM
BUILDING - SEE CIVIL
G
A-313
VESTIBULE
LOBBY
THRU-WALL FLASHING W/ WEEPS
@ 2'-0" O.C. AND CONT. DRIP EDGE
SHELF ANGLE -
SEE STRUCTURAL
ALUMINUM SUN SHADE
DOUBLE GLAZED ALUMINUM
WINDOW SYSTEM W/ THERMALLY
BROKEN FRAME, TYP
CEILING AS SCHEDULED
ALUMINUM ENTRANCE DOOR
8" NOMINAL CMU BLOCK
RIGID INSULATION (R-15 MIN.)
4" NOMINAL BRICK VENEER W/
ANCHORS 16" OC EACH WAY, TYP
CONT. FLUID-APPLIED AIR
BARRIER ON CMU
CEILING AS SCHEDULED
BRICK SOLDIER COURSE HEADER
5/8" GYPSUM WALLBOARD
7/8" METAL FURRING CHANNEL
6" M
IN
PRECAST CONCRETE WATERTABLE
PREFINISHED INSULATED METAL
WALL PANELS (R-26 MIN.)
PREFINISHED METAL GUTTER
PREFINISHED INSULATED METAL
ROOF PANELS (R-35 MIN.)
PRECAST CONCRETE SILL, TYP
PREFINISHED VENTED LINEAR
METAL SOFFIT PANELS
STEEL CANOPY
COLUMNS - SEE
STRUCTURAL
BRICK SOLDIER
COURSE HEADER
A-504
A-312
A-504
03 STANDING SEAM STRUCTURAL
METAL ROOF (SSMR) SYSTEM -
COLOR TO MATCH MAIN ROOF
STEEL COLUMNS AND CANOPY
FRAMING - SEE STRUCTURAL
A-501
DOWNSPOUT
DRAIN INTO
CANOPY GUTTER
SIM.
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C H
EC
KE
D B
Y:
US Army Corps of Engineers ®
D
C
B
A
C
AT
EG
O
R Y
C O
D E:
AN
SI
D
E
F
G
2 3 4 5 6 7 8 9 10
C:\Users\K6ENXSCM\Desktop\Campbell Revit\FY19PN64296-ARCH_R18_TW Current.rvt
5/6/2021 11:03:49 AM
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R -0
S.
M
U R
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Y
S.
M
U R
PH
Y
J.
S
TE
IN
4-
-0
A-312
W
AL
L
SE
C
TI
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S
LO
U
IS
VI
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E
D
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TR
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T
D
R . M
AR
TI
N L
U
TH
ER
K
IN
G
J R
P L.
LO
U
IS
VI
LL
E, K Y
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
SA
VA
N N
AH
D
IS
TR
IC
T
W . O
G
LE
TH
O
R
PE
A
VE
SA
VA
N
N
AH
, G A
FO
R
T C
AM
PB
EL
L, K
EN
TU
C
KY
VE
H
IC
LE
M
AI
N
TE
N
AN
C
E
SH
O P
PN
P2
:3
VO
LU
M E
-B
U
IL
D
IN
G
J.
S
TE
IN
READY TO ADVERTISE (RTA)
SCALE: 3/4"=1'-0"
12 2
GENERAL NOTES
GRAPHIC LEGEND
SCALE: 1/2" = 1'-0"
1 2 42
SCALE: 1/2"=1'-0"
REAR CANOPY SECTION02 ENTRANCE CANOPY SECTION01
ENTRANCE CANOPY ELEVATION03
SCALE: 1/2" = 1'-0"
SCALE: 3/4" = 1'-0"
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
M
AY
W
2Q R
R
-0
WALLS AND ROOF PLANES. SEAL JOINTS AT TRANSITIONS
WITHIN AND BETWEEN PLANES, ANY DISCONTINUITY IN WALL,
ROOF, OR FLOOR ASSEMBLY, AND OPENINGS AND
PENETRATIONS THEREOF.
2. COORDINATE STEEL MEMBER SIZES WITH METAL BUILDING
MANUFACTURER.
3. COORDINATE NECESSARY CLEARANCES WITH MBM /
OVERHEAD DOOR / BRIDGE CRANE MANUFACTURER PRIOR TO
ERECTION AND/OR INSTALLATION.
4. PROVIDE FULL HEIGHT METAL LINER PANELS ABOVE CMU AT
ALL EXTERIOR WALLS OF MAINTENANCE BAYS AND WHERE
SCHEDULED (SEE FINISH SCHEDULE).
5. PROVIDE INFILL STEEL STUD FRAMING AT EAVE AND RAKE
OVERHANGS AND CANOPIES AS REQUIRED TO INSTALL
INSULATED METAL FASCIA AND SOFFIT PANELS.
6. COORDINATE ROOF HATCH OPENING SIZE WITH METAL
BUILDING FRAMING MEMBERS TO PROVIDE 3'-0" DEEP BY 2'-8"
WIDE CLEAR OPENING (MINIMUM) AT LADDER.
7. GYPSUM BOARD IN EXTERIOR WALLS AND WALL OF AIR
BARRIER TESTING BOUNDARY SHALL BE GLASS MAT TYPE
U.N.O.
8. CMU IN EXTERIOR WALLS SHALL EXTEND TO WIND BEAM OR
SECOND FLOOR. HEIGHT VARIES - SEE WALL AND BUILDING
SECTIONS AND STRUCTURAL DRAWINGS.
9. ALL LOCATIONS WHERE GYPSUM WALL BOARD FINISH IS
SCHEDULED, PROVIDE INFILL STEEL STUD FRAMING BETWEEN
MBM GIRTS TO SUPPORT THE GYP BD (SIM. TO 03/A-310).
01_FIN. FLOOR
0"
F.1
4" NOMINAL BRICK VENEER W/
ANCHORS 16" OC EACH WAY, TYP
4" NOMINAL CMU BLOCK W/
ANCHORS 16" OC EACH WAY, TYP
CONT. EDGE UNDERSLAB
INSULATION (R-20 MIN.)
CONT. FLUID-APPLIED AIR
BARRIER OVER CMU, TYP
CONT. AIR BARRIER MEMBRANE -
OVERLAP FLUID-APPLIED A.B.
AND EXTEND 1 CMU COURSE
ABOVE FFE, MIN.
THRU-WALL FLASHING W/ REGLET
ATTACHMENT TO CMU AND DRIP EDGE
WEEPS @ 2'-0" O.C. TYP. - 1 BRICK
COURSE ABOVE FFE, MIN.
CONCRETE FOUNDATION
AND FOOTINGS - SEE
STRUCTURAL
CONT. VAPOR
RETARDER
SE
E
ST
R
U C
TU
R
AL
WALL FINISH AS SCHEDULED
FLOOR FINISH AS SCHEDULED
8" NOMINAL CMU BLOCK
GROUT SOLID, TYP
DOWNSPOUT AND
SPLASHBLOCK BEYOND, TYP
RIGID INSULATION (R-15 MIN.)
4" 7 5/8"
STAIR 1, VEST)
8 7/8" (8" @ ELEV,F
TYP.
48" MIN.
OUTSIDE FACE OF PEMB
STEEL RIGID FRAME
2-1/4" AIR SPACE, TYP (1-3/8" @ ELEVATOR,
STAIR 1, & VESTIBULE)
DRAINAGE MESH, TYPICAL
02_FIN. FLOOR
18' - 0"
G
WALL BASE AND FLOOR
FINISH AS SCHEDULED
5/8" GYP. BD. W/ 7/8" FURRING
STRIPS OVER 8" NOMINAL CMU
RIGID INSULATION (R-15 MIN.)
STEEL DECK, SUPPORT, AND
FRAMING - SEE STRUCTURAL
DRAWINGS
THRU-WALL FLASHING W/ WEEPS
@ 2'-0" O.C. AND CONT. DRIP EDGE
4" NOMINAL BRICK VENEER W/
ANCHORS 16" OC EACH WAY, TYP
CONTINUOUS FLUID-APPLIED AIR
BARRIER ON CMU
SHELF ANGLE - SEE STRUCTURAL
CONTINUOUS FLUID-APPLIED AIR
BARRIER ON CMU
NOTCH BRICK AS NEEDED AT
SHELF ANGLE, TYP
SELF-ADHERED FLEXIBLE AIR BARRIER
MEMBRANE - OVERLAP THRU-WALL FLASHING
AND FLUID-APPLIED AIR BARRIER 8" MIN.
SELF-ADHERED FLEXIBLE AIR BARRIER
MEMBRANE - OVERLAP STEEL ANGLE 6" MIN.
AND FLUID-APPLIED AIR BARRIER 8" MIN.
01_FIN. FLOOR
0"
T/O HIGH EAVE
36' - 0"
T/O BRICK
8' - 8"
VEHICLE WASH
BAY
PREFINISHED INSULATED METAL
WALL PANELS (R-26 MIN.)
PREFINISHED INSULATED METAL
ROOF PANELS (R-35 MIN.)
TRANSLUCENT WALL PANELS
PRECAST CONCRETE WATERTABLE
4" NOMINAL BRICK VENEER W/
ANCHORS 16" OC EACH WAY, TYP
RIGID INSULATION (R-15 MIN.)
8" NOMINAL CMU BLOCK
CROSS BRACING - SEE
STRUCTURAL
PREFINISHED METAL LINER PANELS
PREFINISHED METAL LINER PANELS
STEEL FRAMING AND CROSS
BRACING PER MBM - SEE
STRUCTURAL DRAWINGS
CONT. FLUID-APPLIED AIR
BARRIER ON CMU, TYP.
A-314
METAL BUILDING FRAMING BY MBM
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C H
EC
KE
D B
Y:
US Army Corps of Engineers ®
D
C
B
A
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O
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C O
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C:\Users\K6ENXSCM\Desktop\Campbell Revit\FY19PN64296-ARCH_R18_TW Current.rvt
5/6/2021 11:03:58 AM
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R -0
S.
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SE
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AN
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ET
AI
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P L.
LO
U
IS
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E, K Y
U .S
. A R
M Y
C O
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EN
G
IN
EE
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SA
VA
N N
AH
D
IS
TR
IC
T
W . O
G
LE
TH
O
R
PE
A
VE
SA
VA
N
N
AH
, G A
FO
R
T C
AM
PB
EL
L, K
EN
TU
C
KY
VE
H
IC
LE
M
AI
N
TE
N
AN
C
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O P
PN
P2
:3
VO
LU
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J.
S
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IN
READY TO ADVERTISE (RTA)
GENERAL NOTES
GRAPHIC LEGEND
1 2 42
SCALE: 1/2"=1'-0"
TYPICAL FOUNDATION DETAIL02
BRICK SHELF ANGLE01WALL SECTION - HIGH BAY GABLE END03
SCALE: 1 1/2"=1'-0"
SCALE: 1-1/2" = 1'-0"
SCALE: 1-1/2" = 1'-0"
SCALE: 1/2" = 1'-0"
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
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R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
M
AY
W
2Q R
R
-0
02_FIN. FLOOR
18' - 0"
T/O HIGH EAVE
36' - 0"
GALVANIZED METAL ACCESS
LADDER
ROOF ACCESS
UNASSIGNED
CORRIDOR
F F
PREFINISHED, PRE-FABRICATED
INSULATED CURB W/
PREFINISHED FLASHING
A-503 04 01
A-503
M
AX
4'
0" O
.C
STEEL BRACKET
LADDER ANCHORS,
TYPICAL - ANCHOR
WITH CFMF BLOCKING
AT STUD FRAMING (SEE
STRUCTURAL)
1. CONTRACTOR SHALL COORDINATE INSTALLATION OF AIR /
MOISTURE BARRIER TO PROVIDE CONTINUOUS MEMBRANE AT
WALLS AND ROOF PLANES. SEAL JOINTS AT TRANSITIONS
WITHIN AND BETWEEN PLANES, ANY DISCONTINUITY IN WALL,
ROOF, OR FLOOR ASSEMBLY, AND OPENINGS AND
PENETRATIONS THEREOF.
2. COORDINATE STEEL MEMBER SIZES WITH METAL BUILDING
MANUFACTURER.
3. COORDINATE NECESSARY CLEARANCES WITH MBM /
OVERHEAD DOOR / BRIDGE CRANE MANUFACTURER PRIOR TO
ERECTION AND/OR INSTALLATION.
4. PROVIDE FULL HEIGHT METAL LINER PANELS ABOVE CMU AT
ALL EXTERIOR WALLS OF MAINTENANCE BAYS AND WHERE
SCHEDULED (SEE FINISH SCHEDULE).
5. PROVIDE INFILL STEEL STUD FRAMING AT EAVE AND RAKE
OVERHANGS AND CANOPIES AS REQUIRED TO INSTALL
INSULATED METAL FASCIA AND SOFFIT PANELS.
6. COORDINATE ROOF HATCH OPENING SIZE WITH METAL
BUILDING FRAMING MEMBERS TO PROVIDE 3'-0" DEEP BY 2'-8"
WIDE CLEAR OPENING (MINIMUM) AT LADDER.
7. GYPSUM BOARD IN EXTERIOR WALLS AND WALL OF AIR
BARRIER TESTING BOUNDARY SHALL BE GLASS MAT TYPE
U.N.O.
8. CMU IN EXTERIOR WALLS SHALL EXTEND TO WIND BEAM OR
SECOND FLOOR. HEIGHT VARIES - SEE WALL AND BUILDING
SECTIONS AND STRUCTURAL DRAWINGS.
9. ALL LOCATIONS WHERE GYPSUM WALL BOARD FINISH IS
SCHEDULED, PROVIDE INFILL STEEL STUD FRAMING BETWEEN
MBM GIRTS TO SUPPORT THE GYP BD (SIM. TO 03/A-310).
01_FIN. FLOOR
0"
F.1F
4" NOMINAL BRICK VENEER W/
ANCHORS 16" OC EACH WAY, TYP
4" NOMINAL CMU BLOCK W/
ANCHORS 16" OC EACH WAY, TYP
CONT. EDGE UNDERSLAB
INSULATION (R-20 MIN.)
CONT. FLUID-APPLIED AIR
BARRIER OVER CMU, TYP
CONT. AIR BARRIER SHEET
MEMBRANE - OVERLAP FLUID-
APPLIED AIR BARRIER AND EXTEND
1 CMU COURSE ABOVE FFE, MIN.
THRU-WALL FLASHING W/ REGLET
ATTACHMENT TO CMU AND DRIP EDGE
WEEPS @ 2'-0" O.C. TYP. - 1 BRICK
COURSE ABOVE FFE, MIN.
CONCRETE FOUNDATION
AND FOOTINGS - SEE
STRUCTURAL
CONT. VAPOR
RETARDER
WALL FINISH AS SCHEDULED
FLOOR FINISH AS SCHEDULED
8" NOMINAL CMU BLOCK
GROUT SOLID BELOW FLASHING, TYP
RIGID INSULATION (R-15 MIN.)
OUTSIDE FACE OF PEMB
STEEL RIGID FRAME
SE
E
ST
R
U C
TU
R
AL
TYPICAL
48" MIN.
DRAINAGE MESH, TYP.
2-1/4" AIR SPACE, TYP (1-3/8" @
ELEVATOR, STAIR 1, & VESTIBULE)
T/O BRICK
8' - 8"
SEALANT TAPE
BASE TRIM
PANEL INSTALLATION PER METAL
PANEL MANUFACTURER
PRECAST ARCHITECTURAL CONCRETE
WATERTABLE, TYP. - SEE PROFILE
SHEET A-508
VAPOR SEALANT
CONT. FLUID-APPLIED AIR / MOISTURE
BARRIER ON CMU
WALL FINISH AS SCHEDULED
3/8" GALV. DOWEL ANCHOR 16" O.C.
18 GAUGE CONTINUOUS 4" x 7" BENT PLATE
THROUGH WALL FLASHING ON TOP OF AIR /
MOISTURE BARRIER W/ WEEP HOLES AT 24" O.C. MAX
4" NOMINAL BRICK VENEER W/
ANCHORS 16" OC EACH WAY, TYP
RIGID INSULATION (R-15 MIN.)
FASTEN BENT PLATE W/ #10
SELF-DRILLING SCREWS
WEEP AIR VENTS AT 24" O.C.
8" NOMINAL CMU BLOCK
WALL FINISH AS SCHEDULED
1 1/2"
WIND BEAM PER MBM, EXTEND
CMU TO WIND BEAM, ELEVATION
VARIES - SEE STRUCTURAL FOR
ELEVATIONS
T/O BRICK
8' - 8"
CONTINUOUS FLUID-APPLIED AIR
BARRIER ON CMU
WALL FINISH AS
SCHEDULED
SEALANT TAPE
BASE TRIM
PANEL INSTALLATION PER METAL
PANEL MANUFACTURER
1 1/2"
PRECAST ARCHITECTURAL CONCRETE
WATERTABLE, TYP. - SEE PROFILE
SHEET A-508
3/8" GALV. DOWEL ANCHOR 16" O.C.
THROUGH WALL FLASHING ON TOP OF AIR
/ MOISTURE BARRIER W/ WEEP HOLES AT
24" O.C. MAXRIGID INSULATION (R-15 MIN.)
4" NOMINAL BRICK VENEER W/
ANCHORS 16" OC EACH WAY, TYP
18 GAUGE CONTINUOUS 4" x 7" BENT PLATE
8" NOMINAL CMU BLOCK
WEEP AIR VENTS AT 24" O.C.
FASTEN BENT PLATE W/ #8
SELF-DRILLING SCREWS
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C H
EC
KE
D B
Y:
US Army Corps of Engineers ®
D
C
B
A
C
AT
EG
O
R Y
C O
D E:
AN
SI
D
E
F
G
2 3 4 5 6 7 8 9 10
C:\Users\K6ENXSCM\Desktop\Campbell Revit\FY19PN64296-ARCH_R18_TW Current.rvt
5/6/2021 11:04:09 AM
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M Y
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SA
VA
N N
AH
D
IS
TR
IC
T
W . O
G
LE
TH
O
R
PE
A
VE
SA
VA
N
N
AH
, G A
FO
R
T C
AM
PB
EL
L, K
EN
TU
C
KY
VE
H
IC
LE
M
AI
N
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N
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C
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SH
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PN
P2
:3
VO
LU
M E
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U
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IN
G
J.
S
TE
IN
READY TO ADVERTISE (RTA)
GENERAL NOTES
GRAPHIC LEGEND
1 2 42
SCALE: 1/2"=1'-0"
SECTION - ROOF ACCESS03 FOUNDATION AT COLUMN, TYP01
TOP OF BRICK 102TOP OF BRICK 204
1/2 1 21
SCALE: 1"=1'-0"
SCALE: 1 1/2"=1'-0"
SCALE: 1" = 1'-0"
SCALE: 1-1/2" = 1'-0"SCALE: 1-1/2" = 1'-0"
SCALE: 1/2" = 1'-0"
M
AR
K D
ES
C
R
IP
TI
O
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AT
E
R
EV
IS
ED
IN
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C O
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AN
C
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IT
H
A M
EN
D
M
EN
T
M
AY
W
2Q R
R
-0
2' - 1"
3/4"
1/
2"
1/ 2"
8"
9"
SINK - SEE PLUMBING
SOLID SURFACE COUNTER
TOP AND SPLASHES
3/4" THICK x 4" HIGH SOLID
SURFACE SPLASH - SHIP
LOOSE AND SCRIBE TO WALL
WALL CLEAT
FALSE DRAWER FRONT - MATCH
DRAWER FRONTS
3/4" SUPPORTS AT 48" O.C. MAX. -
CENTER ON SUPPORTS EQUALLY
ALONG LENGTH OF UNIT OR AS
SHOWN ON ELEVATIONS
PROVIDE AND INSTALL REMOVABLE
PANEL TO MATCH CABINETS -
SCREW TO SIDE CABINETRY
FINISHED END BOTH SIDES
OF KNEE SPACE
VINYL BASE
02_FIN. FLOOR
18' - 0"
3' - 0" 3' - 0"
2'
1'
3"
2'
6"
CLOSURE TRIM
AT WALL
CLOSURE TRIM
AT WALL
3' - 8" 2' - 9" 1' - 6"
A-408
A-408
____________________________________________________ 06 A-408
2'
1' - 0"
2' - 1"
4"
4"
PLASTIC LAMINATE
WALL CABINETS
ADJUSTABLE
SHELVES
PROVIDE 2" DEEP
LIGHT RECESS
SOLID SURFACE
COUNTERTOP AND
BACKSPLASH
WIRE PULLS
DRAWER WITH
SIDES
PLASTIC LAMINATE
BASE CABINET
BASE AS SCHEDULED
2'
2' - 1"
1' - 0" 4"
3/4"
4"
PLASTIC LAMINATE
WALL CABINETS
ADJUSTABLE
SHELVES
PROVIDE 2" DEEP
LIGHT RECESS
SOLID SURFACE
COUNTERTOP AND
BACKSPLASH
WIRE PULLS
DRAWER WITH
SIDES
PLASTIC LAMINATE
BASE CABINET
BASE AS SCHEDULED
02_FIN. FLOOR
18' - 0"
FOLDING PANEL PARTITION WHEN EXPANDED -
VERIFY PRIOR TO FLAT PANEL INSTALLATION
FLAT PANEL MONITOR (GFGI)
CEILING MOUNTED, RETRACTABLE,
MOTORIZED PROJECT SCREEN
(APPOX. 6'-0" x 8'-0") - ALIGN WITH
PROJECTOR
CEILING MOUNTED, RETRACTABLE,
MOTORIZED PROJECT SCREEN
(APPOX. 6'-0" x 8'-0") - ALIGN WITH
PROJECTOR
02_FIN. FLOOR
18' - 0"
TY
P.
6'
0"
(FROM STUD FACE)
APPOX. 9' - 0"
MARKERBOARD
(MB2)
FLAT PANEL MONITOR (GFGI)
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
FI
LE
N
AM
E:
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C H
EC
KE
D B
Y:
US Army Corps of Engineers ®
D
C
B
A
C
AT
EG
O
R Y
C O
D E:
AN
SI
D
E
F
G
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C:\Users\K6ENXSCM\Desktop\Campbell Revit\FY19PN64296-ARCH_R18_TW Current.rvt
5/4/2021 2:34:45 PM
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IN
4-
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A-408
EN
LA
R G
ED
T
R
AI
N
IN
G R
O O
M A
N D
C
AS
EW
O
R K
EL
EV
AT
IO
N S
AN
D
S
EC
TI
O
N S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
D
R . M
AR
TI
N L
U
TH
ER
K
IN
G
J R
P L.
LO
U
IS
VI
LL
E, K Y
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
SA
VA
N N
AH
D
IS
TR
IC
T
W . O
G
LE
TH
O
R
PE
A
VE
SA
VA
N
N
AH
, G A
FO
R
T C
AM
PB
EL
L, K
EN
TU
C
KY
VE
H
IC
LE
M
AI
N
TE
N
AN
C
E
SH
O P
PN
P2
:3
VO
LU
M E
-B
U
IL
D
IN
G
J.
S
TE
IN
READY TO ADVERTISE (RTA)
GENERAL NOTES
GRAPHIC LEGEND
1. SOME MECHANICAL AND ELECTRICAL EQUIPMENT NOT
SHOWN FOR CLARITY.
2. COORDINATE STEEL MEMBER SIZES WITH METAL BUILDING
MANUFACTURER.
3. ALL DIMENSIONS SHOWN ARE TO FACE OF STUDS, FACE OF
CMU, OR COLUMN CENTERLINES UNLESS NOTED OTHERWISE
(U.N.O.).
4. REFER TO INTERIOR I-SERIES SHEETS AND ROOM FINISH
SCHEDULE FOR FINISH MATERIALS AND TYPICAL TILE PATTERNS.
REFER TO SPECIFICATION SECTION 09 06 00 FOR TILE COLORS.
5. REFERENCE SHEETS A-520 & A-521 FOR PARTITION TYPES.
SHEET NOTES
1. PROVIDE WOOD BLOCKING AND METAL STUD
REINFORCEMENT IN WALL ASSEMBLIES TO SUPPORT ALL WALL
MOUNTED COMPONENTS AND ELEMENTS INCLUDING CABINETS
AND MONITORS.
2. COORDINATE EXACT LOCATIONS OF FLAT PANEL MONITORS,
PROJECTION SCREENS, AND MARKER BOARDS WITH
ELECTRICAL.
04 8268 02 4 8134
SCALE: 1/4"=1'-0"
SCALE: 1/4" = 1'-0"
SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"BREAK ROOM CASEWORK III06
BREAK ROOM ELEV.02
BREAK ROOM CASEWORK I01BREAK ROOM CASEWORK II03
SCALE: 1/4" = 1'-0"
1/2 1 21
SCALE: 1"=1'-0"
TRAINING ROOM 105
TRAINING ROOM 204
SCALE: 1/4" = 1'-0"
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CMU PARTITION
JOINT SEALANT & BACKER
ROD (FIRE RESISTANT AT
RATED PARTITIONS)
COMPRESSIBLE FILLER OR
GASKET, FULL HEIGHT (FIRE
RESISTANT AT RATED
PARTITIONS)
JOINT SEALANT & BACKER
ROD (FIRE RESISTANT AT
RATED PARTITIONS)
INTERIOR
1/2"
EXTERIOR
1/2"
JOINT SEALANT
& BACKER ROD
FACE OF RIGID
INSULATION
BRICK VENEER
12" DIA X 5'-0" HIGH CONC.
FILLED STEEL BOLLARD, TYP.
OVERHEAD DOOR
ASSEMBLY, TYP
EXTERIOR WALL
ASSEMBLY, OR
EDGE OF ADJACENT
SURFACE (RAMP,
STAIR, ETC.)
2'
0"
3'
6" 2'
0"
2' - 0"
(INTERIOR SIDE)
AT EXTERIOR (OUTSIDE) CORNER AT OVERHEAD DOOR (BAY)
AT INTERIOR (OUTSIDE) CORNER
2' - 0"
PARTITION TYPE,
SEE PLANS
2'
0"
3'
6" 2'
0"
AT OVERHEAD DOOR (OTHER)
ALIGN FACE
W/ OPENING,
TYP.
AT EXTERIOR STEEL COLUMNS
NOTE: SEE CIVIL PLANS FOR BOLLARD LOCATIONS
MORE THAN 5'-0" FROM BUILDING ENVELOPE.
6" DIA X 4'-0" HIGH
CONC. FILLED
STEEL BOLLARDS
6" DIA X 4'-0" HIGH CONC.
FILLED STEEL BOLLARD
(EXTERIOR SIDE)
3' - 0"
2'
0"
ROOF ABOVE
CORNER COLUMN
INTERIM COLUMN
12" DIA X 5'-0" HIGH
CONCRETE FILLED
STEEL BOLLARD
ALIGN FACE WITH
OPENING, TYP.
AT EXTERIOR PERSONNEL DOOR
3'
0"
SILL DETAIL
REINFORCEMENT
AS REQUIRED
DRIP
WATERTABLE PROFILE
REINFORCEMENT
AS REQUIRED
DRIP
3/
8"
7" MIN.
5"
1 1/4" 5 3/4"
1/
4" 3/
4"
6 1/4"
5"
1' - 3"
4" 5/
8"
EQ EQ
DUMPSTER CAP DETAIL
DRIP
CONTINUOUS FIRE / SMOKE
SEALANT, EACH END
PREFINISHED
INSULATED METAL
WALL PANELS
4" DIA. CONDUIT - PACK
WITH MINERAL WOOL
INSULATION WHEN EMPTY
WEATHERPROOF,
REMOVABLE CAP
AT EACH END
FURRING W/ GYP BD OVER
METAL WALL FRAMING
3" MINERAL WOOL INSULATION
AROUND PENETRATION
BETWEEN FRAMING, TYP
NOTE: COORDINATE WITH ELECTRICAL AND MECHANICAL DRAWINGS.
EXTERIOR INTERIOR
PREFINISHED INSULATED METAL
WALL PANELS (R-26 MIN.)
8" NOMINAL CMU
5/8" GYPSUM BOARD OVER 7/8" FURRING STRIPS
RIGID INSULATION (R-15 MIN.)
1/2" MIN. JOINT W/ BACKER ROD AND SEALANT -
INTERFACE W/ AIR BARRIER FOR CONTINUITY
1-3/8" MIN.
AIR SPACE
4" NOMINAL BRICK VENEER - TURN
AND EXTEND PAST FACE OF PANEL
PRECAST WATERTABLE BEYOND
CONT. FLUID-
APPLIED AIR
BARRIER ON
CMU
PARTITION TYPE
PER PLANS
SHEET ID
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GRAPHIC LEGEND
SCALE: 1-1/2" = 1'-0"
SCALE: 1 1/2"=1'-0"
6"6"
SCALE: 3"=1'-0"
04 2
CONTROL JOINT (CJ) DETAIL04
EXPANSION JOINT (EJ) DETAIL05
TYPICAL BOLLARD PLACEMENT06
PRECAST PROFILES01SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"
CAPPED PENETRATION, TYP02 SCALE: 1-1/2" = 1'-0"
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SCALE: 3" = 1'-0"
BRICK / PANEL TRANSITION, TYP03
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C:\Users\K6ENXSCM\Desktop\Campbell Revit\FY19PN64296-ARCH_R18_TW Current.rvt
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ROOM FINISH SCHEDULE
ROOM
NO ROOM NAME
WALL FINISH BASE FINISH FLOOR CEILING
NOTES & REMARKS (SEE NOTES)NORTH EAST SOUTH WEST NORTH EAST SOUTH WEST MAT. MAT. HEIGHT
101 VESTIBULE PT GWB PT GWB PT GWB PT GWB RB RB RB RB SC PT GWB 10' - 0"
102 CORRIDOR - PT CMU PT CMU PT CMU - RB RB RB SC ACT 9' - 0"
103 JAN. PT CMU PT CMU PT GWB PT GWB RB RB RB RB SC PT GWB 10' - 0"
104 WOMEN CWT / PT
GWB
CWT / PT
GWB
CWT / PT
GWB
CWT / PT
GWB
CWT CWT CWT CWT PFT PT GWB 9' - 0" 1, 2, 7
104A WOMENS LOCKERS CWT / PT
GWB
CWT / PT
GWB
CWT / PT
GWB
CWT / PT
GWB
CWT CWT CWT CWT PFT PT GWB 9' - 0" 1, 2, 7
105 MEN CWT / PT
GWB
CWT / PT
GWB
CWT / PT
GWB
CWT / PT
GWB
CWT CWT CWT CWT PFT PT GWB 9' - 0" 1, 2, 7
105A MENS LOCKERS CWT / PT
GWB
CWT / PT
GWB
CWT / PT
GWB
CWT / PT
GWB
CWT CWT CWT CWT PFT PT GWB 9' - 0" 1, 2, 7
106 NON-SENSITIVE STOR. PT CMU PT CMU PT CMU PT CMU RB RB RB RB SC EXP-PT
107 CONSOLIDATED BENCH REPAIR PT CMU PT CONC PMLP PT CMU RB RB RB RB SC ACT 12' - 0"
108 COMSEC VAULT PT CONC PT CONC PT CONC PT CONC - - - - SC ACT 9' - 0"
109 ARMS VAULT PT CONC PT CONC PT CONC PT CONC - - - - SC PT CONC 12' - 0" 9, 10
110 FLUID DISTRIBUTION PT CMU PMLP PMLP PT CONC - - - - SC PT CONC 12' - 0" 10 - COORDINATE W/ LOUVER ELEVATIONS 111 CENTRAL VEHICLE MAINTENANCE CORRIDOR PT CMU PMLP PT CMU - RB - RB - SC EXP-PT 6
112 FIRE PUMP PT CMU /
PMLP
PT CMU /
PMLP
PT CMU PT CMU - - - - SC PT CONC 12' - 5" PROVIDE 12'-5" CLEAR BELOW CONCRETE CAP -
COORDINATE W/ LOUVER ELEVATION
113 MECHANICAL PMLP PT CMU PT CMU PT CMU - - - - SC EXP
113A AIR COMPRESSOR PT CMU PMLP PT CMU PT CMU - - - - SC EXP
114 COMBAT SPARES PMLP PT CMU PT CMU PT CMU RB RB RB RB SC EXP-PT
115 ELECTRICAL PMLP PT CMU PT GWB PT CMU - - - - SC EXP 3
116 COMM 1 PT GWB /
PLYWD
PT CMU /
PLYWD
PT CMU PT CMU /
PLYWD
RB RB RB RB VCT EXP-PT 3
117 STAIR 2 PT GWB PT GWB PT GWB PT GWB RB RB RB RB SC -
118 STAIR 1 PT GWB PT GWB PT GWB PT GWB RB RB RB RB SC -
119 TOOL ROOM PMLP PT CMU PT CMU PT CMU RB RB RB RB SC EXP-PT
120 CENTRAL VEHICLE MAINTENANCE CORRIDOR - PT CMU - PMLP - RB - - SC EXP-PT
121 REPAIR BAY PMLP PT CMU - - - RB - - SC EXP-PT
122 REPAIR BAY PMLP - - - - - - - SC EXP-PT
123 REPAIR BAY PMLP - - - - - - - SC EXP-PT
124 MACHINE SHOP / WELDING AREA PMLP - - PMLP - - - - SC EXP-PT
125 VEHICLE WASH BAY - PT CMU PMLP PMLP - - - - SC EXP-PT
126 REPAIR BAY - - PMLP - - - - - SC EXP-PT
127 REPAIR BAY - - PMLP - - - - - SC EXP-PT
128 REPAIR BAY - PT CMU PMLP - - RB - - SC EXP-PT
129 ELEV. MACHINE PT CMU PT CMU PT CMU PT CMU - - - - - EXP
130 ELEV. CMU CMU CMU CMU - - - - CONC -
201 LOBBY PT GWB PT GWB PT GWB PT GWB RB RB RB RB VCT PT GWB 10' - 6"
202 CORRIDOR PT GWB PT GWB PT GWB PT GWB RB RB RB RB VCT ACT / PT GWB
203 WOMEN CWT / PT
GWB
CWT / PT
GWB
CWT / PT
GWB
CWT / PT
GWB
CWT CWT CWT CWT PFT PT GWB 9' - 0" 1, 2, 7
204 MEN CWT / PT
GWB
CWT / PT
GWB
CWT / PT
GWB
CWT / PT
GWB
CWT CWT CWT CWT PFT PT GWB 9' - 0" 1, 2, 7
205 JAN. PT GWB PT GWB PT GWB PT GWB PB PB PB PB PFT PT GWB 10' - 0"
206 BREAK / TRAINING / CONFERENCE PT GWB PT GWB PT GWB PT GWB RB RB RB RB VCT ACT 10' - 0" 4, 7
207 RECYCLE PT CMU PT CMU PT CMU PT CMU RB RB RB RB SC PT GWB 9' - 0"
208 COMM 2 PT GWB /
PLYWD
PT GWB PT GWB /
PLYWD
PT GWB /
PLYWD
RB RB RB RB VCT PT GWB 10' - 0" 3
209 UNASSIGNED PT GWB PT GWB PT GWB PT GWB RB RB RB RB VCT ACT
210 WAITING PT GWB PT GWB PT GWB PT GWB RB RB RB RB VCT PT GWB 9' - 6"
211 ADMIN AND SHOP CONTROL PT GWB PT GWB PT GWB PT GWB RB RB RB RB VCT ACT 12' - 0"
212 OFFICE PT GWB PT GWB PT GWB PT GWB RB RB RB RB VCT ACT 8' - 8"
213 OFFICE PT GWB PT GWB PT GWB PT GWB RB RB RB RB VCT ACT 8' - 8"
214 TRAINING PT GWB PT GWB PT GWB PT GWB RB RB RB RB VCT ACT / PT GWB 5, 8
215 STAIR 1 PT GWB PT GWB PT GWB PT GWB RB RB RB RB VCT PT GWB 10' - 0"
216 STAIR 2 PT GWB PT GWB PT GWB PT GWB RB RB RB RB VCT PT GWB 10' - 0"
217 ELEV. CMU CMU CMU CMU - - - - - EXP
218 ROOF ACCESS PT GWB PT GWB PT GWB PT GWB RB RB RB RB VCT EXP
GENERAL NOTES
NOTES & REMARKS
1. WINDOW SHADES SHALL BE PROVIDED AT ALL EXTERIOR WINDOWS, AND AT
ALL INTERIOR WINDOWS FOR PRIVACY. OMIT AT STOREFRONTS.
2. REFERENCE SPECIFICATION SECTION 09 06 00 "SCHEDULE FOR FINISHES" FOR
INFORMATION REGARDING COLOR AND FINISH.
3. ALL EXTERIOR AND INTERIOR COLORS SHALL BE SUBMITTED FOR APPROVAL
PER SPECIFICATION 09 06 00. COLOR BOARDS AND PROPOSED SAMPLES SHALL
NOT BE SUBMITTED INDIVIDUALLY BUT IN A COMPLETE SET WITH ALL SAMPLES.
4. PROVIDE CORNER GUARDS OR ROUNDED CMU ON ALL EXPOSED CORNERS.
5. CASEWORK HARDWARE SHALL BE MANUFACTURED STANDARD HEAVY DUTY.
6. PAINT ALL SUPPLY AND RETURN AIR GRILLS / DIFFUSERS ON GWB CEILINGS
AND WALLS TO MATCH ADJACENT COLOR.
7. PAINT ALL EXPOSED STRUCTURE TO MATCH ADJACENT MATERIAL.
8. RECESSED FLOOR MAT SHALL BE PROVIDED AT VESTIBULE ENTRANCE.
9. PROVIDE FIRE / SMOKE BARRIERS AS INDICATED ON FLOOR PLANS AND LABEL
WALLS IN ACCORDANCE WITH IBC 2015. LABELING SHALL BE APPLIED USING
FLUORESCENT RED OR ORANGE PAINT AND STENCILS. IN AREAS WITH DROP OR
FINISHED CEILINGS, LABEL WALL ABOVE THE CEILING.
10. GYPSUM BOARD IN EXTERIOR WALLS AND WALL OF AIR BARRIER TESTING
BOUNDARY SHALL BE GLASS MAT TYPE U.N.O.
11. DIRECTIONAL REFERENCES IN ROOM FINISH SCHEDULE ARE PLAN-NORTH.
1. PROVIDE CERAMIC WALL TILE AS INDICATED IN INTERIOR SHEETS, INCLUDING
TILE SIZE AND PATTERN. TILE INSTALLATION SHALL UTILIZE THE FOLLOWING TILE
COUNCIL OF NORTH AMERICA, INC. METHODS:
ROOM # FLOOR WALL (GB) WALL (CEMENT BD) WALL (CMU)
104, 105 F114-18 W243-18 W244C-18 W202I-18 104A, 105A F114-18 N/A W244C-18 W202I-18
*SHOWER FLR/WALL *B415-18 N/A *B415-18 W202I-18
(CURBLESS)
203, 204, 205 F113A-18 W243-18 W244C-18 W202I-18
- SHOWER AREAS SHALL BE FULL HEIGHT CERAMIC WALL TILE U.N.O.
- PROVIDE VERTICAL & HORIZONTAL MOVEMENT JOINTS IN TILE FINISH IN
ACCORDANCE WITH TILE COUNCIL OF NORTH AMERICA, INC. EJ171-09 UNLESS
TILE MANUFACTURER'S RECOMMENDED METHOD PROVIDES GREATER
PROTECTION.
- PROVIDE CEMENT BD BACKER IN ALL WALLS WITH PLUMBING FIXTURES.
2. PROVIDE BONDED WATERPROOF MEMBRANE BEHIND WALLS IN SHOWERS.
3. PROVIDE RIGIDLY FIXED 3/4" A-C FIRE RETARDANT TREATED (FRT) PLYWOOD
ON ALL WALL SURFACES AT AV, TELECOM, AND ELECTRICAL ROOMS. PLYWOOD
SHALL BE MOUNTED VERTICALLY W/ THE BASE OF THE BOARD @ 6" AFF AND
EXTEND TO 8'-6" AFF. PLYWOOD SHALL BE UNPAINTED WITH "A" SIDE EXPOSED.
COORDINATE WITH ELECTRICAL / TELECOM DRAWINGS FOR PANEL PLACEMENT.
4. USE SOLID SURFACE MATERIAL FOR CASEWORK COUNTERTOP AND WINDOW
SILLS. USE PLASTIC LAMINATE FOR CASEWORK CABINETS. USE WHITE
MELAMINE FINISH FOR INSIDE CABINETS (INCLUDING DRAWER BOTTOMS).
5. PROVIDE 8-FT x 8-FT PROJECTION SCREENS. SCREENS SHALL BE RECESSED
CEILING MOUNTED, IN QUANTITIES & LOCATIONS INDICATED ON PLANS.
REFERENCE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
6. PAINT PERIMETER FLOOR AROUND MAINTENANCE PIT 4'-0" WIDE & RADIALLY
AT EACH END. PAINT 4" HIGH CONCRETE CURB, THE 4" HIGH STEEL ANGLE
TOEBOARD & STEPS. COLOR SHALL BE SAFETY YELLOW.
7. PROVIDE MOISTURE RESISTANT GYPSUM BOARD (GWB) WALLS AND CEILING
IN TOILET / SHOWER ROOMS AND JANITOR CLOSET. PROVIDE AT WALLS
ADJACENT TO ALL COUNTERS, SINKS / LAVATORIES, AND REFRIGERATORS IN
BREAK ROOM.
8. PROVIDE CEILING MOUNTINGS FOR OVERHEAD PROJECTORS. REFERENCE
ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
9. PROVIDE STEEL ANCHOR RINGS 4-FT AFF @ 4-FT OC.
10. PROVIDE 12'-0" CLEAR HEIGHT BELOW CONCRETE CAP.
ABBREVIATIONS
ACT ACOUSTIC CEILING TILE PFT PORCELAIN FLOOR TILE
CMU CONCRETE MASONRY UNIT PLYWD PLYWOOD
CONC CONCRETE PMLP PREFINISHED METAL
LINER PANEL
CWT CERAMIC WALL TILE
PT PAINT
EXP EXPOSED
RB RESILIENT BASE
EXP-PT EXPOSED, PAINTED
VCT VINYL COMPOSITION
PB PORCELAIN BASE TILE
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1 2 3 4 5 6 7
B
C
S-101X
SJ
SJ
SJ
SJ
SJ
SJ
SJ
SJ
SJ
TYP.
25' - 2"
TYP.
25' - 2"
S-101X
(O
VE
R
AL
L)
/4
8 9
31' - 10"
EAVE HT.
15' - 4"
T.O.F -2' - 0"
A B C
14' - 0" 14' - 0"
FINISHED FLOOR
ELEV.
0"
S-101X
SCALE: 3/16"=1'-0"
48 8
NOTES:
1. CONTRACTOR
SHALL PROVIDE
LATERAL BRACING
AS REQUIRED
A
BUILDING COLUMN BY PEMB
SUPPLIER
CAST IN-PLACE CONCRETE
PEDESTAL SUPPORTING
COLUMN ABOVE, SEE PLAN
HAIRPINS BY CONTRACTOR
6" SLAB ON GRADE
10 MIL VAPOR
RETARDER
6" POROUS FILL
HORIZONTAL GIRT
FRAMING BY PEMB
SUPPLIER, SEE
ARCH
METAL WALL PANEL
BY PEMP SUPPLIER
COLUMN BASE PLATE
AND ANCHOR BOLTS
BY PEMB SUPPLIER
COMPACTED SUBGRADE
2'
0"
CLOUMN FOOTING:
CF6
PEIR: P1
FOUNDATION PLAN KEY NOTES:
SLAB ON GRADE SHALL BE 6" THICK CAST IN PLACE TURN-DOWN EDGE SLAB REINFORCED WITH #5 BARS AT 9" ON CENTER PLACED 3" ABOVE BOTTOM OF SLAB AND UNDER-LAID WITH 10 MIL VAPOR RETARDER OVER 6" OF POROUS FILL AND 12' " OF COMPACTED NON-EXPANSIVE BACK FILL.COORDINATE BUILDING AND SLAB EXTENTS WITH ARCHITECTURAL DRAWINGS. FOR ALL REFRENCES HERE TO S-500, SB500 AND SB600 SERIES DRAWING, SEE TEMF DRAWINGS.
6" DIAMETER BOLLARD. SEE DETAIL 9 ON SHEET S-502 (TEMF DRAWINGS) FOR MORE INFORMATION. SEE ARCHITECTURAL
AND CIVIL DRAWINGS FOR EXACT LOCATIONS
ORGANIZATIONAL STORAGE BUILDING SHALL CONSIST OF PRE-ENGINEERED METAL BUILDING DESIGNED AND PROVIDED
BY SUPPLIER. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR MORE INFORMATION.
SAWED CONTRACTION JOINT (SJ) PER DETAIL 4/S-501. JOINT LOCATIONS ARE DIAGRAMMATICALLY ONLY AND DO NOT REPRESENT ALL JOINTS REQUIRED FOR SLAB CONSTRUCTION. CONTRACTOR SHALL COORDINATE SLAB ON GRADE JOINT REQUIREMENTS WITH SLAB ON GRADE CONSTRUCTION SEQUENCING. JOINT SPACING SHALL NOT EXCEED
MAXIMUM JOINT SPACING PER ACI REQUIREMENTS.
COORDINATE ALL WALK THROUGH AND ROLL-UP DOOR LOCATIONS WITH ARCHITECTURAL DRAWINGS.
PROVIDE (2)#5x48" LONG AT TOP AND BOTTOM BAR AT ALL REENTRANT CORNERS.
DENOTES THE APPROXIMATE LOCATION OF 6" CONCRETE MAT SLAB HOUSE KEEPING PAD FOR MECHANICAL EQUIPMENT. SEE 4/S-503 FOR DETAILS. COORDINATE SIZE AND EXTENT WITH MECHANICAL AND PLUMBING
DRAWINGS.
8" CMU NON-LOAD BEARING MASONRY PARTITION WALL REINFORCED WITH #5 VERTICAL DOWELS @ 48" O.C. IN GROUT FILLED CELLS. SEE REINFORCING DETAILS OF SHEET S-504 FOR BRACING AT THE TOP OF CMU PARTITION
WALL TERMINATING AT ROOF STRUCTURE.
REBAR HAIRPIN. CONTRACTOR SHALL DETERMINE FINAL HAIRPIN SIZE AND CONFIGURATION.
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
SU
BM
IT
TE
D B
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SI
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FI
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N
AM
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IS
SU
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P:\Revit Projects\Cam0009 (PN64296)\_Telework Working\OSB\FY19PN64296-STRUC_OSB_R18_TW Current.rvt5/6/2021 8:24:04 AM
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SFIRST FLOOR FRAMING PLAN1
FOUNDATION PLAN NOTES:
1. SEE S-001 FOR GENERAL NOTES AND DESIGN CRITERIA.
2. SEE TEMF DAWINGS FOR S-501, SB503 AND SB-601 FOR TYPICAL
FOUNDATION AND SLAB ON GRADE DETAILS.
3. SOIL FOR FOUNDATIONS AND SLABS ON GRADE SHALL BE PREPARED PER
THE GEOTECHNICAL REPORT FOR THIS PROJECT. SEE S-001 FOR
FURTHER INFORMATION.
4. TOP OF FOOTING ELEVATION SHALL BE (-)2'-0" UNO.
5. TOP OF FINISHED FLOOR SLAB ON GRADE ELEVATION SHALL BE 0'-0" UNO.
SEE CIVIL FOR EXACT ELEVATIONS.
6. COORDINATE UNDERGROUND UTILITY LINES WITH CIVIL,…
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