W912QR21R0015_Plans_Vol2-0003.pdf
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- Attached to
- Ft. Campbell Vehicle Maintenance Shop
- Solicitation number
- W912QR21R0015
About this file
This is a draft solicitation for construction of a Vehicle Maintenance Shop at Fort Campbell, Kentucky. The project involves construction of a new facility with an estimated cost between $25-100 million. Responses are due within 30 days of the formal solicitation release anticipated on or around April 16, 2021. The solicitation is full and open to all business sizes. A HUBZone price evaluation preference applies. The federal agencies involved are the Department of the Army Corps of Engineers Engineering District Louisville. Central Contractor Registration in SAM is required.
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Text version
A
F
5 7 111098
SF303
G
SF401
SF401
SF402
9' - 9"
5'
0"
SF503
SF503
B
C
D
E
SF303
FD FD
SJ
SJ
-2"
-1/2"
-1/2"
FD
FD
FD
3/4"
DEPRESSION
2 3
SJ
SJ
SJ
SJ
SJ
SJ
SJ
SJ
SJSJ
SJ SJ
SJSJ
SJ SJ SJ
SJ
SJ
SJ
SJ
SJ
FD
5'
0" 1'
B.2
D.1
SB502
SJ
SJ
SJ
SJ
7' - 7" 24' - 10" 23' - 5" 23' - 3"
SF302
34' - 6"
TYP.
TYP.
4 TYP.
2'
1"
1'
W10x33 W10x33
W10x33W10x33
W10x33
SB
SB
4' - 4"
10' - 4"
7'
8"
SB504
7.512' - 2" 11' - 0"
W10x33
W10x33
SJ
SJ
SJ
SJ
SJ
SJ
SJ
SJ
SF402
SF403
FD
FD
FD
FD
FD
CMU WALL
CONTROL JOINT
CMU WALL
CONTROL JOINT
CMU WALL
CONTROL JOINT
CMU WALL
CONTROL JOINT
CMU WALL
CONTROL JOINT
SB502
6' - 6"
SF404 1' - 9"
1'
6"
COORDINATE
COLUMN BLOCK
OUT WITH METAL
BUILDING MANUFACTURE
PORTAL FRAME -
TYP.
PIT
1 1/2"
DEPRESSION
SB504
2'- 4"x6'x3' TRENCH ACCESS -
REFER TO MECHANICAL
DRAWING FOR EXACT
LOCATION - DETAIL 5/SB504SLOPE FLOOR
TO DRAIN
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. TOP OF CONCRETE SLAB-ON-GRADE ELEVATION = 0'-0".
ALL ELEVATIONS INDICATED FROM THIS DATUM. SEE
CIVIL FOR EXACT ELEVATION.
5. INDICATES SLAB-ON-GRADE THAT SHALL CONSIST
OF 8" THICK CONCRETE REINFORCED WITH #4 @ 12" OC
EACH WAY TOP AND BOTTOM.
6. INDICATES SLAB-ON-GRADE THAT SHALL CONSIST
OF 6" THICK CONCRETE REINFORCED WITH (1) LAYER OF
6X6-W2.9XW2.9 WWF LOCATED AT 1/3 DEPTH FROM TOP
OF SLAB UNO.
7. INDICATES SLAB-ON-GRADE THAT SHALL CONSIST
OF 5" THICK CONCRETE REINFORCED WITH (1) LAYER OF
6X6 W2.9XW2.9 WWF LOCATED AT 1/3 DEPTH FROM TOP
OF SLAB.
8. SLAB-ON-GRADE AT ALL INTERIOR CONDITIONS SHALL BE
PLACED ON 10 MIL VAPOR RETARDER ON A 6" LAYER OF
COMPACTED CAPILLARY WATER BARRIER. SLAB ON
GRADE AT EXTERIOR SHALL BE PLACED ON 6"
COMPACTED CAPILLARY WATER BARRIER.
9. PROVIDE (1) #4 X 4'-0" LONG AT TOP AND BOTTOM IN SLAB-
ON-GRADE AT ALL RE-ENTRANT CORNERS AND WHERE A
CONTROL JOINT TERMINATES AT A CONTROL JOINT.
10. JOINT LOCATIONS DENOTED BY SJ ARE DIAGRAMMATIC
ONLY AND DO NOT REPRESENT ALL JOINTS REQUIRED
FOR SLAB CONSTRUCTION. CONTRACTOR SHALL
COORDINATE SLAB-ON-GRADE REQUIREMENTS WITH
SLAB-ON-GRADE CONSTRUCTION SEQUENCING AND SLAB
DETAILS ON SB501. JOINT SPACING SHALL NOT EXCEED
MAXIMUM JOINT SPACING PER ACI REQUIREMENTS.
11. COORDINATE UNDERGROUND UTILITY LINES WITH
CIVIL, PLUMBING, AND FIRE PROTECTION DRAWINGS
PRIOR TO CONSTRUCTION OF FOOTINGS AND SLABS-ON-
GRADE.
12. INDICATES FLOOR DRAIN, SEE DETAIL X/SB50X.
COORDINATE WITH MECHANICAL AND ARCHITECTURAL
DRAWINGS.
13. INDICATES RE-ENTRANT CORNER BARS, SEE DETAIL
7/SB501.
14. INDICATES MECH EQUIPMENT PAD, SEE DETAIL
5/SB502.
15. INDICATES SLAB DEPRESSION, SEE DETAIL 6/SB501.
COORDINATE WITH ARCHITECTURAL DRAWINGS.
16. SJ INDICATES SAWED CONTROL JOINT. SEE DETAILS ON
SB501.
17. COORDINATE LOCATIONS OF FLR DRAINS, BOLLARDS, ETC
WITH ARCH.
18. CANOPY COLUMNS TO BE PROVIDED BY PEMB
MANUFACTURE (SEE SF503).
19. INDICATES 6" BOLLARDS; * INDICATES 12"
BOLLARDS. COORDINATE EXACT LOCATION WITH CIVIL
DRAWINGS. SEE SB502 FOR DETAIL.
FD
SHEET ID
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2 3 4 5 6 7 8 9 10
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READY TO ADVERTISE (RTA)
FIRST FLOOR SLAB ENLARGED PLAN - AREA B1
SLAB PLAN NOTES
GRAPHIC LEGEND
PLAN NORTH
164 8268
SCALE: 1/8"=1'-0"
B
KEY PLAN
A
1ST FLR
2ND FLR
M
AR
K D
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C
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SF303
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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
K
C
X1 5.
[1
0]
K
2 K C10X15.3 [10] 2 K
2 K C10X15.3 [10] 2 K
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
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N
B Y:
D
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N
B Y:
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US Army Corps of Engineers ®
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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
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A F
HIGH ROOF EAVE
36' - 0"
FINISH FLOOR
0"
TOP OF FOOTING
-4' - 0"
B C D E
23' - 0" * 10' - 5"
GENERAL NOTES
1. NOT ALL OPENINGS SHOWN. COORDINATE ALL OPENINGS
W/ ARCH, MECH, ETC.
2. PROVIDE FRAMING AT OPENING AS REQ'D TO MEET ALL
REQUIREMENTS INDICATED.
3. ELEVATION SHOWN IS FOR SCHEMATIC REFERENCE.
FINAL LAYOUT OF COLUMNS, GIRTS, PURLINS,ETC
ARE TO BE PROVIDED BY PEMB MANUFACTURER AND T
BE COORDINATED WITH ARCHITECTURAL, MECHANICAL
AND OTHER RELEVANT DISCIPLINES.
4. SEE ARCH FOR EAVE HEIGHTS OF FRAMES.
5. ELEVATED CATWALK AND ATTACHED LADDER ARE FOR
REFERENCE PURPOSES AND IS TO BE PROVIDED BY PEMB SUPPLIER.
29' - 0"23' - 0"10' - 6"
DRAWING NOTES
LATERAL BRACING TO BE DESIGNED BY PEMB MANUFACTURE.
ELEVATED CATWALK.
CATWALK SAFETY LADDER.
" 41
0"
1WIND BEAM - TO BE DESIGNED
BY PEMB SUPPLIER.
4 44 44
A F
FINISH FLOOR
0"
TOP OF FOOTING
-4' - 0"
GENERAL NOTES
1. THE CRANE SYSTEM STRUCTURAL MEMBERS ARE FOR
PRESENTATIONAL PURPOSES ONLY. ACTUAL MEMBERS
WILL BE DESIGNED BY THE CRANE MANUFACTURE AND
COORDINATED WITH THE BUILDING MANUFACTURER.
DRAWING NOTES
METAL BUILDING FRAME TO BE DESIGNED
BY THE METAL BUILDING MANUFACTURER.
CRANE RUNWAY BEAM (DESIGNED BY PEMB
MANUFACTURER.
BRIDGE TROLLEY.
CRANE END TRUCK.
RUNWAY BEAM SUPPORT.
CRANE HOOK.
CRANE DOUBLE GIRDER.
7 2
* 95' - 11"
M
IN
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0" M
IN
C
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HOOK APPROACH
2' - 4"
HOOK APPROACH
2' - 1"
APPROXIMATE CRANE SPAN
87' - 8"
SHEET ID
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164 8268
SCALE: 1/8"=1'-0"
HIGH ROOF END WALL FRAMING ELEVATION1
164 8268
SCALE: 1/8"=1'-0"
HIGH ROOF FRAMING AND CRANE ELEVATION2
M
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F G
CONCRETE CAP -
3" NORMAL WEIGHT CONCRETE ON
3VLI20 COMPOSITE DECK,
REINF W/ 6X6 W1.4XW1.4 WWF MIN
LOCATED 1" CLR FROM TOP OF SLAB,
CONCRETE CAP EXTENDS OVER ENTIRE
ENTRY WING
ROOF FRAMING BY MBM,
FRAMING IS CONCEPTIONAL ONLY,
MODIFY FRAMING AS REQD FOR DESIGN
ELEVATOR HOIST BEAM,
LOCATE CENTER OF SHAFT.
ELEVATOR PROVIDER SHALL
VERIFY FINAL LOCATION,
ELEVATION AND LOADING.
BEAM TOP FLANGE SHALL BE
2" BELOW DECK.
CONT 8" CMU BOND BEAM REINFORCED
WITH (2)#5 CONT IN GROUT FILLED CELLS
8" CMU WALL, SEE PLAN AND
SCHEDULE FOR REINFORCING
CONT 1/4"x8" STEEL PLATE
W/ 3/4" DIA X 4" STUD @ 24" OC
EXTERIOR CMU
WALL
32' - 0"
CONT. 1/4"x4" BENT PLATE - TYP.
3/16 2-12
3/16 2-12
SF501
W8x15
LOW ROOF
32' - 8"
F G
CONCRETE CAP -
3" NORMAL WEIGHT CONCRETE ON
3VLI20 COMPOSITE DECK,
REINF W/ 6X6 W1.4XW1.4 WWF MIN
LOCATED 1" CLR FROM TOP OF SLAB,
CONCRETE CAP EXTENDS OVER ENTIRE
ENTRY WING
ROOF FRAMING BY MBM,
FRAMING IS CONCEPTUAL ONLY,
MODIFY FRAMING AS REQD FOR DESIGN
CONT 8" CMU BOND BEAM REINFORCED
WITH (2)#5 CONT IN GROUT FILLED CELLS
8" CMU WALL, SEE PLAN AND
SCHEDULE FOR REINFORCING
CONT 1/4" STEEL PLATE
W/ 3/4" DIA X 4" STUD @ 24" OC
INTERSECTING 8" CMU WALL BEYOND,
SEE PLAN AND SCHEDULE FOR REINF
W8X15 STEEL BEAM, VERIFY
EXTERIOR CMU
WALL
32' - 0"
CONT. 1/4"x4" BENT PLATE - TYP.
3/16 2-12
3/16 2-12
6"x7"x3/32
TEFLON BEARING
PAD
(2) 1/2" DIA. ANCHOR BOLT W/6" MIN
EMBEDMENT
FULLY GROUT
AROUND BEAM POCKET
CONT L6x4x5/16 (LLV) BTWN MB FRAMES, PROVIDE 4" OVERSIZED HORZ SLOTTED
HOLES 24" OC
WIND BEAM BY MBM
5/8" DIA SCREW ANCHORS @ 24" OC
W/ MIN 4 1/2" EMBEDMENT
CONT 8" CMU BOND BEAM REINFORCED
WITH (2)#4 CONT IN GROUT FILLED CELLS
C
LR2"
2"
3/16 1-12
3/16 1-12
STAGGERED
ANGLES BRACING
COMPRESSION FLANGE
AS REQUIRED BY PEMB
SUPPLIER. (PROVIDE AT
1/4 POINT ALONG LENGTH
AT A MINIMUM). CONNECTION
TO BEAM AND ROOF MEMBERS
BY PEMB SUPPLIER.
PARTITION WALL SUPPORT
BEAM. COORDINATE FINAL
BEAM DESIGN WITH FINAL
PARTITION WALL SUPPLIER
REQUIREMENTS.
CONNECTION TO PEMB
FRAME BY SUPPLIER
WEB STIFFENERS AT
BRACE LOCATIONS
COORDINATE PARTITION
WALL HANGERS DETAILS
WITH SUPPLIER
ELEVATOR HOIST
BEAM - SEE PLAN
AISC STANDARD SHEAR
TAB CONNECTION, (TYP
EACH END OF BEAM)
C9X12.5 - CONTINUOUS
3/4" DIA. POST INSTALLATION SCREW ANCHOR
WITH 5 1/2" EMBEDMENT @16" O.C. CENTERED
IN GROUTED CELLS. PROVIDE ANCHORS @8"
O.C. IN CELLS IMMEDIATELY ADJACENT TO
SUPPORT BEAM
8" CMU WALL - SEE PLAN
FOR REINFORCING SIZE
AND SPACING
3 1/2" LIGHT WEIGHT CONCRETE SLAB OVER
1 1/2" METAL DECK (5" TOTAL THICKNESS)
REINFORCED WITH 6X6-W2.9XW2.9
WELDED WIRE FABRIC
L5X5X5/16 CONT.
EDGE ANGLE AROUND
PERIMETER
8" CMU BOND BEAM REINFORCED
WITH (2#5 CONT. HORIZONTAL BARS
IN GROUT FILLED CELLS AROUND
PERIMETER
1/2 1 21
SCALE: 1"=1'-0"
NAME GRID LOCATION ELEVATION ABOVE FINSHED FLOOR
WIND BEAM A1 THRU A6 14' -00"
WIND BEAM F1 THRU F6 14' -00"
WIND BEAM F6 THRU F7 18' -00"
WIND BEAM 1A THRU 1F 14' -00"
WIND BEAM 11F THRU 11D 12' -8"
WIND BEAM 11D THRU 11C 14' -00"
WIND BEAM 11C THRU 11A 12' -8"
WIND BEAM A9 THRU A11 12' -8"
WIND BEAM F9 THRU F11 12' -8"
SHEET ID
D R
AW
N
B Y:
D
ES
IG
N
B Y:
SU
BM
IT
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D B
Y:
SI
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FI
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N
AM
E:
IS
SU
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C O
N
TR
AC
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N O
SO
LI
C
IT
AT
IO
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:
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SI
D
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A
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SA
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N
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AH
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AM
PB
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L, K
EN
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KY
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READY TO ADVERTISE (RTA)
SCALE: 3/4"=1'-0"
12 2
SCALE: 1 1/2"=1'-0"
SCALE: 3/4"=1'-0"
12 2
ENTRY ROOF FRAMING SECTION1 ENTRY ROOF FRAMING SECTION2
MASONRY CONNECTION TO WIND BEAM3 PARTITION WALL SUPPORT BEAM DETAIL4
SCALE: 3/4"=1'-0"
12 2
ELEVATOR HOIST BEAM FRAMING DETAIL5
M
AR
K D
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C
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IP
TI
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EV
IS
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IN
A C
C O
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AN
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A M
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-0
C
D.1
/2
/2
9' - 0" 24' - 0" 9' - 0" 24' - 0" 9' - 0" 24' - 0" 9' - 0" 24' - 0" 6' - 0" 3' - 4"
0A
A-202
A-204
A-204
A-303
A-302
A
F.1
A.1
6' - 6"
A-509
B.2
A
B
F
E
D
CENTRAL
VEHICLE
MAINTENANCE
CORRIDOR
REPAIR BAY
REPAIR BAY
REPAIR BAY
MACHINE SHOP /
WELDING AREA
VEHICLE WASH
BAY
REPAIR BAY
REPAIR BAY
127 REPAIR BAY
126 127 128
2 3 4
9'
8"
E
4 4
4 417
M
EN
S
LO
C
KE
R S
5A
0B
121122123
A-201
124A
0C
125A
3'
4"
3'
4"
1'
1/
2" 1'
1/ 2"
1' - 6 1/2"
9' - 0" 24' - 0" 9' - 0" 24' - 0" 9' - 0" 24' - 0" 9' - 0" 24' - 0" 6' - 0"
35' - 2"
A-
6'
8"
8' - 10"
6'
0"
9' - 0"
124B
125B
A-313
A-314
SMOKE
BARRIER
1-HR RATED
FIRE BARRIER
2-HR RATED
FIRE BARRIERNON-RATED,
CMU WALL 1-HR RATED
FIRE SHAFT
1. ALL DIMENSIONS SHOWN ON PLANS ARE TO FACE OF BRICK /
MASONRY, FACE OF STUD, OR COLUMN CENTERLINES UNLESS
NOTED OTHERWISE (U.N.O.). WINDOW / DOOR DIMENSIONS IN
MASONRY ARE ROUGH OPENING DIMENSIONS U.N.O.
2. WHERE DOOR LOCATIONS ARE NOT IDENTIFIED, POSITION
JAMB 4-INCHES FROM FACE OF ADJACENT WALL U.N.O.
3. REFER TO SERIES I-SHEETS FOR FURNITURE LAYOUTS.
4. ALL CMU WALLS, INCLUDING EXTERIOR, SHALL HAVE
CONTROL JOINTS NO GREATER THAN 25-FT APART OR IAW NCMA
CRITERIA. SEE STRUCTURAL FOR RECOMMENDED LOCATIONS.
ALIGN TILE AND GYP BD JOINTS W/ CONTROL JOINTS.
5. REFER TO A-505 AND A-506 FOR PARTITION TYPES.
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
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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
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O
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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
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S.
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4-
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A-101
FI
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A
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LO
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U .S
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M Y
C O
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IN
EE
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SA
VA
N N
AH
D
IS
TR
IC
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W . O
G
LE
TH
O
R
PE
A
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SA
VA
N
N
AH
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FO
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T C
AM
PB
EL
L, K
EN
TU
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KY
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M
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P2
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-B
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D
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S
TE
IN
READY TO ADVERTISE (RTA)
GENERAL NOTES
PLAN NOTES
1 THIS COLUMN LINE INDICATES THE OUTSIDE FACE OF PEMB
STEEL RIGID FRAME
2 LOCKABLE CATWALK ACCESS LADDER - COORDINATE WITH
STRUCTURAL CATWALK
3 CONTINUOUS BRIDGE CRANE ABOVE. APPROX. LIMITS OF
CRANE COVERAGE AREA - VERIFY W/ CRANE DESIGNER
4 EMERGENCY EYEWASH / SHOWER STATION - SEE PLUMBING
5 RECESSED ENTRANCE WALK-OFF GRILLE
6 EMERGENCY ACCESS RECESSED KEY STORAGE BOX (KNOX
BOX), MOUNT AT 60" AFF AND SEAL CONT. AROUND
EXPOSED FLANGE
7 STANDING SEAM METAL ENTRY CANOPY ABOVE
8 4-FT HIGH X 8-FT WIDE BULLETIN BOARD - SEE SHEET A-509
9 COORDINATE REQUIREMENTS FOR SAFES (GFGI), ANCHORS,
& LOCATIONS IN VAULT WITH USER / CONTRACTING OFCR
10 COORDINATE REQUIREMENTS FOR WEAPONS RACKS (GFGI),
ANCHORS, & LOCATIONS WITH USER / CONTRACTING
OFFICER - SEE SHEET A-509
11 ELECTRIC WATER COOLER (EWC) W/ BOTTLE FILLING
STATION, ABA COMPLIANT WHERE INDICATED - SEE
PLUMBING DRAWINGS
12 STANDING SEAM METAL ROOF CANOPY
13 MARKER BOARD / WHITE BOARD - SEE SHEET A-509
14 RECESSED CEILING-MOUNTED PROJECTION SCREEN - SEE
SHEET A-509
15 PAIRED PANEL OPERABLE PARTITION AND SUPPORT
SYSTEM WITH STC 45 (MIN.) SOUND RATING
16 PROVIDE EMPTY CAPPED PENETRATION FOR VSAT CABLE
APPROX. 18" AFF (SEE SHEET A-508 FOR DETAIL) -
COORDINATE EXACT LOCATION W/ CONTRACTING OFFICER
17 SURFACE MOUNTED FIRE EXTINGUISHER BRACKET (FEB) -
MOUNT BRACKET TO PLACE TOP OF EXTINGUISHER (GFGI)
HANDLE AT 48" A.F.F. (MAX.)
18 STRIPED / PAINTED EGRESS AISLE ON FLOOR (COLOR:
SAFETY YELLOW) - COMPLY WITH OSHA
19 PROVIDE WALL MOUNTED SOAP DISPENSER AND PAPER
TOWEL DISPENSER AT WASH FOUNTAIN
20 10 GA. WIRE MESH CAGE AROUND MANIFOLDS, TYP -
COORD. SIZE & LOCATIONS W/ ACTUAL EQUIPMENT
21 ROOF ACCESS LADDER W/ INTEGRAL FALL PROTECTION
22 CONTAINMENT SUMP PIT W/ STEEL GRATE - SEE
STRUCTURAL DRAWINGS
23 TRENCH COVER OVER COMPRESSED AIR PIPING -
COORDINATE LOCATION, SIZE, AND DETAILS WITH
MECHANICAL AND STRUCTURAL
24 FLAT PANEL MONITOR (GFGI) - PROVIDE INFRASTURE IAW
ELECTRICAL / COMM
25 FIRE EXTINGUISHER CABINET (FEC) (GFGI)
FIRST FLOOR ENLARGED PLAN - AREA A01
GRAPHIC LEGEND
PLAN NORTH
BA
1ST FLR 2ND FLR
KEY PLAN
WALL LEGEND
164 8268
SCALE: 1/8"=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
UP
FD
FD
FDFD
FD
FD
FD
FD
FD
FD
C
D.1
CONSOLIDATED
BENCH REPAIR
TOOL ROOM
/2
/2
3' - 4" 12' - 8" 10' - 0" 6' - 0" 3' - 4" 10' - 4" 6' - 4" 7' - 4" 10' - 0" 33' - 4" 8' - 4" 13' - 4" 6' - 4" 5' - 4"
3' - 4"
6' - 0" 8' - 0" 6' - 4" 5' - 8"
2' - 0"
A-406
0A
9A119B
A-409
A-203
A-203
A-301
A-302
AA
7 8
F.1
A.1
D
A-312
6' - 6"
A-312
A-311
A-509
SIM.
B.2
A
B
F
E
D
G
VESTIBULE
C O
R R
ID
O
R
ELEV. MACHINE
NON-SENSITIVE
STOR.
ELECTRICAL
JAN.
ELEV.
1'
4" 3'
4"
4'
1/
2"
107A
A-401
A-401
WOMENS
LOCKERS
104A
AA
F
A
AA
A
4A 114C
DNDN
SATS
(GFGI,
TYP)
SATS SATS
8B
12' - 0" 9' - 2"
2' - 10"
3' - 4" 20' - 0"
8"
HH
A
ASL-MS
(GFGI,
TYP)
ASL-MS ASL-MS
47' - 4"
STAIR 2
MEN
STAIR 1
199 SF
WOMEN
M
EN
S
LO
C
KE
R S
5A
119C
0B
A2
AIR
COMPRESSOR
113A
MECHANICAL
FLUID
DISTRIBUTION
A-201
5'
0" 3'
4"
8'
4" 6'
4"
1B
C
111A
COMSEC VAULT
ARMS VAULT
109 EQ
EQ
D1
DD
FIRE PUMP
D1
D1
CENTRAL
VEHICLE
MAINTENANCE
CORRIDOR
COMBAT SPARES
114B
7B
7A
11' - 4 1/4" 3' - 4"
2' - 0"
6' - 4"
4' - 4 1/8"
6' - 0" 3' - 4" 6' - 8" 4' - 0" 6' - 4"
2' - 0"
3' - 4" 16' - 8" 30' - 0" 8' - 8" 3' - 4"
3' - 3 7/8"
8' - 0" 3' - 4" 2' - 0" 2' - 0"
10' - 0" 4' - 8" 6' - 4" 15' - 4" 21' - 4" 11' - 4"15' - 7" 3' - 4" 1' - 4"
3' - 4" 6' - 4" 8' - 10" 7' - 4"
(T O
F
AC
E S O
F C
O N
C
1"
2' - 8"
5' - 4"
2' - 8"
8' - 0" 38' - 8"
A
1'
1/
2"
1'
1/
2"
1' - 6 1/2"
4'
8"
A
B
3A
7B
H
107C
A-
B
A A
A2
A2
B
A-
A-303
118A
A-311
A-204
13 13
A-507
SIM.
7.5
AAA
A-401
A-507
A-507
SIM.
COMM 1
F
WINDOW TYPE ABOVE
SMOKE
BARRIER
1-HR RATED
FIRE BARRIER
2-HR RATED
FIRE BARRIERNON-RATED,
CMU WALL 1-HR RATED
FIRE SHAFT
1. ALL DIMENSIONS SHOWN ON PLANS ARE TO FACE OF BRICK /
MASONRY, FACE OF STUD, OR COLUMN CENTERLINES UNLESS
NOTED OTHERWISE (U.N.O.). WINDOW / DOOR DIMENSIONS IN
MASONRY ARE ROUGH OPENING DIMENSIONS U.N.O.
2. WHERE DOOR LOCATIONS ARE NOT IDENTIFIED, POSITION
JAMB 4-INCHES FROM FACE OF ADJACENT WALL U.N.O.
3. REFER TO SERIES I-SHEETS FOR FURNITURE LAYOUTS.
4. ALL CMU WALLS, INCLUDING EXTERIOR, SHALL HAVE
CONTROL JOINTS NO GREATER THAN 25-FT APART OR IAW NCMA
CRITERIA. SEE STRUCTURAL FOR RECOMMENDED LOCATIONS.
ALIGN TILE AND GYP BD JOINTS W/ CONTROL JOINTS.
5. REFER TO A-505 AND A-506 FOR PARTITION TYPES.
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
5/14/2021 8:52:29 AM
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Y
J.
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IN
4-
-0
A-102
FI
R
ST
F
LO
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LA
N
AR
EA
B
LO
U
IS
VI
LL
E
D
IS
TR
IC
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D
R . M
AR
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N L
U
TH
ER
K
IN
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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)
FIRST FLOOR ENLARGED PLAN - AREA B01
GENERAL NOTES
GRAPHIC LEGEND
PLAN NORTH
BA
1ST FLR 2ND FLR
KEY PLAN
WALL LEGEND
PLAN NOTES
1 THIS COLUMN LINE INDICATES THE OUTSIDE FACE OF PEMB
STEEL RIGID FRAME
2 LOCKABLE CATWALK ACCESS LADDER - COORDINATE WITH
STRUCTURAL CATWALK
3 CONTINUOUS BRIDGE CRANE ABOVE. APPROX. LIMITS OF
CRANE COVERAGE AREA - VERIFY W/ CRANE DESIGNER
4 EMERGENCY EYEWASH / SHOWER STATION - SEE PLUMBING
5 RECESSED ENTRANCE WALK-OFF GRILLE
6 EMERGENCY ACCESS RECESSED KEY STORAGE BOX (KNOX
BOX), MOUNT AT 60" AFF AND SEAL CONT. AROUND
EXPOSED FLANGE
7 STANDING SEAM METAL ENTRY CANOPY ABOVE
8 4-FT HIGH X 8-FT WIDE BULLETIN BOARD - SEE SHEET A-509
9 COORDINATE REQUIREMENTS FOR SAFES (GFGI), ANCHORS,
& LOCATIONS IN VAULT WITH USER / CONTRACTING OFCR
10 COORDINATE REQUIREMENTS FOR WEAPONS RACKS (GFGI),
ANCHORS, & LOCATIONS WITH USER / CONTRACTING
OFFICER - SEE SHEET A-509
11 ELECTRIC WATER COOLER (EWC) W/ BOTTLE FILLING
STATION, ABA COMPLIANT WHERE INDICATED - SEE
PLUMBING DRAWINGS
12 STANDING SEAM METAL ROOF CANOPY
13 MARKER BOARD / WHITE BOARD - SEE SHEET A-509
14 RECESSED CEILING-MOUNTED PROJECTION SCREEN - SEE
SHEET A-509
15 PAIRED PANEL OPERABLE PARTITION AND SUPPORT
SYSTEM WITH STC 45 (MIN.) SOUND RATING
16 PROVIDE EMPTY CAPPED PENETRATION FOR VSAT CABLE
APPROX. 18" AFF (SEE SHEET A-508 FOR DETAIL) -
COORDINATE EXACT LOCATION W/ CONTRACTING OFFICER
17 SURFACE MOUNTED FIRE EXTINGUISHER BRACKET (FEB) -
MOUNT BRACKET TO PLACE TOP OF EXTINGUISHER (GFGI)
HANDLE AT 48" A.F.F. (MAX.)
18 STRIPED / PAINTED EGRESS AISLE ON FLOOR (COLOR:
SAFETY YELLOW) - COMPLY WITH OSHA
19 PROVIDE WALL MOUNTED SOAP DISPENSER AND PAPER
TOWEL DISPENSER AT WASH FOUNTAIN
20 10 GA. WIRE MESH CAGE AROUND MANIFOLDS, TYP -
COORD. SIZE & LOCATIONS W/ ACTUAL EQUIPMENT
21 ROOF ACCESS LADDER W/ INTEGRAL FALL PROTECTION
22 CONTAINMENT SUMP PIT W/ STEEL GRATE - SEE
STRUCTURAL DRAWINGS
23 TRENCH COVER OVER COMPRESSED AIR PIPING -
COORDINATE LOCATION, SIZE, AND DETAILS WITH
MECHANICAL AND STRUCTURAL
24 FLAT PANEL MONITOR (GFGI) - PROVIDE INFRASTURE IAW
ELECTRICAL / COMM
25 FIRE EXTINGUISHER CABINET (FEC) (GFGI)
164 8268
SCALE: 1/8"=1'-0"
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DN
REF.
C
D.1
ADMIN AND SHOP
CONTROL
1' - 2"
A-203
A-203
A-202
A-302
6 7 8
8'
7" 8'
8"
9'
4" 8'
8"
8'
8"
4"
E
E
E
E
E
E
F.1
A.1
K
A-507
A-312
A-311
A-507
B.2
A
B
F
E
D
G
TRAINING
LOBBY
ELEV.
A-407
A-401
C1
9'
6"
5'
8"
5'
8" 5'
0"
5'
6"
C
A-401
STAIR 1
5 9
170 SF
COMM 2
WAITING
OFFICE
RECYCLE
BREAK / TRAINING
/ CONFERENCE
WOMEN
UNASSIGNED
MEN
JAN.
206A
F
G
F
OFFICE
GG
B
B
B
B
B B
C O
R R
ID
O
R
G
2' - 6" 11' - 0"
214B
214A
211A
206B
211B
2' - 3" 11' - 0" 23' - 10" 12' - 2" 11' - 0"
209A
2' - 8"
14' - 4" 10' - 2 3/8" 1' - 3"
AL
IG
N
25' - 6 3/4"
1' - 5"
9' - 5"
AL
IG
N
AL
IG
N
5'
4"
FFF
F1
F1
F
G
F
F
J
J
J
FF
209B
10' - 8"
ROOF ACCESS
A-314
A-303
A-
EQ EQ
L
J1
L
F1
F
F F1
FF
F
7.5
A-40805
STAIR 2
SMOKE
BARRIER
1-HR RATED
FIRE BARRIER
2-HR RATED
FIRE BARRIERNON-RATED,
CMU WALL 1-HR RATED
FIRE SHAFT
1. ALL DIMENSIONS SHOWN ON PLANS ARE TO FACE OF BRICK /
MASONRY, FACE OF STUD, OR COLUMN CENTERLINES UNLESS
NOTED OTHERWISE (U.N.O.). WINDOW / DOOR DIMENSIONS IN
MASONRY ARE ROUGH OPENING DIMENSIONS U.N.O.
2. WHERE DOOR LOCATIONS ARE NOT IDENTIFIED, POSITION
JAMB 4-INCHES FROM FACE OF ADJACENT WALL U.N.O.
3. REFER TO SERIES I-SHEETS FOR FURNITURE LAYOUTS.
4. ALL CMU WALLS, INCLUDING EXTERIOR, SHALL HAVE
CONTROL JOINTS NO GREATER THAN 25-FT APART OR IAW NCMA
CRITERIA. SEE STRUCTURAL FOR RECOMMENDED LOCATIONS.
ALIGN TILE AND GYP BD JOINTS W/ CONTROL JOINTS.
5. REFER TO A-505 AND A-506 FOR PARTITION TYPES.
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
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R -0
S.
M
U R
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Y
S.
M
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Y
J.
S
TE
IN
4-
-0
A-103
SE
C
O N
D F
LO
O
R P
LA
N
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
PLAN NOTES
BA
1ST FLR 2ND FLR
KEY PLAN
SECOND FLOOR ENLARGED PLAN01
1 THIS COLUMN LINE INDICATES THE OUTSIDE FACE OF PEMB
STEEL RIGID FRAME
2 LOCKABLE CATWALK ACCESS LADDER - COORDINATE WITH
STRUCTURAL CATWALK
3 CONTINUOUS BRIDGE CRANE ABOVE. APPROX. LIMITS OF
CRANE COVERAGE AREA - VERIFY W/ CRANE DESIGNER
4 EMERGENCY EYEWASH / SHOWER STATION - SEE PLUMBING
5 RECESSED ENTRANCE WALK-OFF GRILLE
6 EMERGENCY ACCESS RECESSED KEY STORAGE BOX (KNOX
BOX), MOUNT AT 60" AFF AND SEAL CONT. AROUND
EXPOSED FLANGE
7 STANDING SEAM METAL ENTRY CANOPY ABOVE
8 4-FT HIGH X 8-FT WIDE BULLETIN BOARD - SEE SHEET A-509
9 COORDINATE REQUIREMENTS FOR SAFES (GFGI), ANCHORS,
& LOCATIONS IN VAULT WITH USER / CONTRACTING OFCR
10 COORDINATE REQUIREMENTS FOR WEAPONS RACKS (GFGI),
ANCHORS, & LOCATIONS WITH USER / CONTRACTING
OFFICER - SEE SHEET A-509
11 ELECTRIC WATER COOLER (EWC) W/ BOTTLE FILLING
STATION, ABA COMPLIANT WHERE INDICATED - SEE
PLUMBING DRAWINGS
12 STANDING SEAM METAL ROOF CANOPY
13 MARKER BOARD / WHITE BOARD - SEE SHEET A-509
14 RECESSED CEILING-MOUNTED PROJECTION SCREEN - SEE
SHEET A-509
15 PAIRED PANEL OPERABLE PARTITION AND SUPPORT
SYSTEM WITH STC 45 (MIN.) SOUND RATING
16 PROVIDE EMPTY CAPPED PENETRATION FOR VSAT CABLE
APPROX. 18" AFF (SEE SHEET A-508 FOR DETAIL) -
COORDINATE EXACT LOCATION W/ CONTRACTING OFFICER
17 SURFACE MOUNTED FIRE EXTINGUISHER BRACKET (FEB) -
MOUNT BRACKET TO PLACE TOP OF EXTINGUISHER (GFGI)
HANDLE AT 48" A.F.F. (MAX.)
18 STRIPED / PAINTED EGRESS AISLE ON FLOOR (COLOR:
SAFETY YELLOW) - COMPLY WITH OSHA
19 PROVIDE WALL MOUNTED SOAP DISPENSER AND PAPER
TOWEL DISPENSER AT WASH FOUNTAIN
20 10 GA. WIRE MESH CAGE AROUND MANIFOLDS, TYP -
COORD. SIZE & LOCATIONS W/ ACTUAL EQUIPMENT
21 ROOF ACCESS LADDER W/ INTEGRAL FALL PROTECTION
22 CONTAINMENT SUMP PIT W/ STEEL GRATE - SEE
STRUCTURAL DRAWINGS
23 TRENCH COVER OVER COMPRESSED AIR PIPING -
COORDINATE LOCATION, SIZE, AND DETAILS WITH
MECHANICAL AND STRUCTURAL
24 FLAT PANEL MONITOR (GFGI) - PROVIDE INFRASTURE IAW
ELECTRICAL / COMM
25 FIRE EXTINGUISHER CABINET (FEC) (GFGI)
GRAPHIC LEGEND
PLAN NORTH
WALL LEGEND
164 8268
SCALE: 1/8"=1'-0"
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C
D.1
A-203
A-203
A-202
A-303
____________________________________________________ 6
F.1
A.1
A-311
B.2
A
B
F
E
D
2 3 4 5
A-201
E
E
E
E
E
E
7' - 5 1/2" 24' - 0" 9' - 0" 24' - 0" 9' - 0" 24' - 0" 9' - 0" 24' - 0"
1/ 2"
6'
0"
6'
0"
1/ 2"
7' - 5 1/2" 24' - 0" 9' - 0" 24' - 0" 9' - 0" 24' - 0" 9' - 0" 24' - 0"
F
J
J
J
F F F F
FFF
A-
A-313
REPAIR BAY
REPAIR BAY
REPAIR BAY
MACHINE SHOP /
WELDING AREA
VEHICLE WASH
BAY
REPAIR BAY
126 REPAIR BAY
CENTRAL
VEHICLE
MAINTENANCE
CORRIDOR
REPAIR BAY
1. ALL DIMENSIONS SHOWN ON PLANS ARE TO FACE OF BRICK /
MASONRY, FACE OF STUD, OR COLUMN CENTERLINES UNLESS
NOTED OTHERWISE (U.N.O.). WINDOW / DOOR DIMENSIONS IN
MASONRY ARE ROUGH OPENING DIMENSIONS U.N.O.
2. WHERE DOOR LOCATIONS ARE NOT IDENTIFIED, POSITION
JAMB 4-INCHES FROM FACE OF ADJACENT WALL U.N.O.
3. REFER TO SERIES I-SHEETS FOR FURNITURE LAYOUTS.
4. ALL CMU WALLS, INCLUDING EXTERIOR, SHALL HAVE
CONTROL JOINTS NO GREATER THAN 25-FT APART OR IAW NCMA
CRITERIA. SEE STRUCTURAL FOR RECOMMENDED LOCATIONS.
ALIGN TILE AND GYP BD JOINTS W/ CONTROL JOINTS.
5. REFER TO A-505 AND A-506 FOR PARTITION TYPES.
SMOKE
BARRIER
1-HR RATED
FIRE BARRIER
2-HR RATED
FIRE BARRIERNON-RATED,
CMU WALL 1-HR RATED
FIRE SHAFT
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
5/14/2021 8:52:48 AM
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IL
W
2Q R
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R -0
S.
M
U R
PH
Y
S.
M
U R
PH
Y
J.
S
TE
IN
4-
-0
A-104
C
LE
R
ES
TO
R
Y
PL
AN
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)
CLERESTORY ENLARGED PLAN (ABOVE AREA A)01
GENERAL NOTES
PLAN NOTES
BA
1ST FLR 2ND FLR
KEY PLAN
1 THIS COLUMN LINE INDICATES THE OUTSIDE FACE OF PEMB
STEEL RIGID FRAME
2 LOCKABLE CATWALK ACCESS LADDER - COORDINATE WITH
STRUCTURAL CATWALK
3 CONTINUOUS BRIDGE CRANE ABOVE. APPROX. LIMITS OF
CRANE COVERAGE AREA - VERIFY W/ CRANE DESIGNER
4 EMERGENCY EYEWASH / SHOWER STATION - SEE PLUMBING
5 RECESSED ENTRANCE WALK-OFF GRILLE
6 EMERGENCY ACCESS RECESSED KEY STORAGE BOX (KNOX
BOX), MOUNT AT 60" AFF AND SEAL CONT. AROUND
EXPOSED FLANGE
7 STANDING SEAM METAL ENTRY CANOPY ABOVE
8 4-FT HIGH X 8-FT WIDE BULLETIN BOARD - SEE SHEET A-509
9 COORDINATE REQUIREMENTS FOR SAFES (GFGI), ANCHORS,
& LOCATIONS IN VAULT WITH USER / CONTRACTING OFCR
10 COORDINATE REQUIREMENTS FOR WEAPONS RACKS (GFGI),
ANCHORS, & LOCATIONS WITH USER / CONTRACTING
OFFICER - SEE SHEET A-509
11 ELECTRIC WATER COOLER (EWC) W/ BOTTLE FILLING
STATION, ABA COMPLIANT WHERE INDICATED - SEE
PLUMBING DRAWINGS
12 STANDING SEAM METAL ROOF CANOPY
13 MARKER BOARD / WHITE BOARD - SEE SHEET A-509
14 RECESSED CEILING-MOUNTED PROJECTION SCREEN - SEE
SHEET A-509
15 PAIRED PANEL OPERABLE PARTITION AND SUPPORT
SYSTEM WITH STC 45 (MIN.) SOUND RATING
16 PROVIDE EMPTY CAPPED PENETRATION FOR VSAT CABLE
APPROX. 18" AFF (SEE SHEET A-508 FOR DETAIL) -
COORDINATE EXACT LOCATION W/ CONTRACTING OFFICER
17 SURFACE MOUNTED FIRE EXTINGUISHER BRACKET (FEB) -
MOUNT BRACKET TO PLACE TOP OF EXTINGUISHER (GFGI)
HANDLE AT 48" A.F.F. (MAX.)
18 STRIPED / PAINTED EGRESS AISLE ON FLOOR (COLOR:
SAFETY YELLOW) - COMPLY WITH OSHA
19 PROVIDE WALL MOUNTED SOAP DISPENSER AND PAPER
TOWEL DISPENSER AT WASH FOUNTAIN
20 10 GA. WIRE MESH CAGE AROUND MANIFOLDS, TYP -
COORD. SIZE & LOCATIONS W/ ACTUAL EQUIPMENT
21 ROOF ACCESS LADDER W/ INTEGRAL FALL PROTECTION
22 CONTAINMENT SUMP PIT W/ STEEL GRATE - SEE
STRUCTURAL DRAWINGS
23 TRENCH COVER OVER COMPRESSED AIR PIPING -
COORDINATE LOCATION, SIZE, AND DETAILS WITH
MECHANICAL AND STRUCTURAL
24 FLAT PANEL MONITOR (GFGI) - PROVIDE INFRASTURE IAW
ELECTRICAL / COMM
25 FIRE EXTINGUISHER CABINET (FEC) (GFGI)
GRAPHIC LEGEND
PLAN NORTH
WALL LEGEND
164 8268
SCALE: 1/8"=1'-0"
M
AR
K D
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C
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IP
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EV
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IN
A C
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C
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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
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
5/14/2021 8:53:29 AM
AP
R
IL
W
2Q R
-2 1-
R -0
S.
M
U R
PH
Y
S.
M
U R
PH
Y
J.
S
TE
IN
4-
-0
A-310
W
AL
L
SE
C
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
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
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AN
C
E W
IT
H
A M
EN
D
M
EN
T
M
AY
R
EV
IS
ED
IN
A C
C O
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AN
C
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IT
H
A M
EN
D
M
EN
T
M
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W
2Q R
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-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 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
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
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C O
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C:\Users\K6ENXSCM\Desktop\Campbell Revit\FY19PN64296-ARCH_R18_TW Current.rvt
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S.
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J.
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IN
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A-312
W
AL
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SE
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VI
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R . M
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IN
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P L.
LO
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IS
VI
LL
E, K Y
U .S
. A R
M Y
C O
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EN
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SA
VA
N N
AH
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IS
TR
IC
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W . O
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LE
TH
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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
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AI
N
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N
AN
C
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SH
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PN
P2
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LU
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S
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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
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TI
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IS
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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
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AY
R
EV
IS
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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"
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
SIM.
WIND BEAM PER MBM, EXTEND
CMU TO WIND BEAM, ELEVATION
VARIES - SEE STRUCTURAL
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
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C O
N
TR
AC
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N O
SO
LI
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AT
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N N
O
U .S
. A R
M Y
C O
R
PS
O F
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G
IN
EE
R S
C H
EC
KE
D B
Y:
US Army Corps of Engineers ®
D
C
B
A
C
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C:\Users\K6ENXSCM\Desktop\Campbell Revit\FY19PN64296-ARCH_R18_TW Current.rvt
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TH
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N
N
AH
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FO
R
T C
AM
PB
EL
L, K
EN
TU
C
KY
VE
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LE
M
AI
N
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C
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SH
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PN
P2
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J.
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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
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TI
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IN
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C O
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IT
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R
-0
1. STAIR AND ELEVATOR ENCLOSURES SHALL EXTEND
CONTINUOUS FROM THE FIRST FLOOR TO THE CONCRETE CAP
ABOVE AND BE SELF-SUPPORTING (SEE STRUCTURAL).
2. DIMENSIONS SHOWN ARE TO FACE OF BRICK / MASONRY,
FACE OF STUD, OR COLUMN CENTERLINES U.N.O.
3. CONTRACTOR SHALL VERIFY DIMENSIONS AND ACTUAL
EQUIPMENT SELECTED (INCLUDING ELEVATOR / ELEVATOR
MACHINE EQUIPMENT) WITH ELEVATOR AND STAIR
MANUFACTURER'S PRIOR TO FABRICATION OF SYSTEMS.
1/4" COVER PLATE
ANCHORED TO WALL
OVER HANDRAIL
1-1/2" OD STEEL
HANDRAIL -
ANCHORED TO WALL
IN ACCORDANCE
WITH MFR
RECOMMENDATIONS
HANDRAIL
BRACKET
FACE OF WALL
3' -0
" A
BO
VE
L
EA
D
IN
G
E D
G E
O F
ST
AI
R T
R
EA
D O
R R
AM
P
SU
R
FA
C
E3"
3"
3' -6
" A
FF
3' -6
" A
FF
3' -0
" A
BO
VE
L
EA
D
IN
G
E D
G E
O F
TR
EA
D
GUARDRAIL ONLY STAIR GUARDRAIL/ HANDRAIL
02_FIN. FLOOR
18' - 0"
SPACING, TYP
4'-0" MAX.
1-1/2" O.D. HANDRAIL W/ BRACKETS
FASTENED TO WALL, TYP
A-405
B
01_FIN. FLOOR
0"
A-405
SPACING, TYP
4'-0" MAX.
1" x 1" FINISHED PAINTED
BALUSTERS EQUALLY SPACED
BETWEEN POSTS, 4" MAX.
CLEAR SPACING
1-1/2" OUTSIDE DIAMETER (O.D.)
HANDRAIL W/ BRACKETS
FASTENED TO STEEL POST, TYP
2" x 2" FINISHED PAINTED TOP
GUARDRAIL W/ CLOSED ENDS
2" x 2" FINISHED
PAINTED BOTTOM RAIL
W/ CLOSED ENDS
2" x 2" FINISHED PAINTED STEEL POSTS
SPACED 4'-0" O.C. MAX., WELDED TO 2" WIDE
BASE PLATE WELDED TO STRINGER, TYP
A-405
RESILIENT STAIR TREAD
2" x 2" STEEL POST WELDED TO
BASE PLATE WELDED TO STRINGER
STEEL STAIR NOSING
CONCRETE FILL OVER METAL PAN
STEEL ANGLE SUPPORT
STEEL STRINGER BEYOND11"
7" M
AX
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
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F
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C:\Users\K6ENXSCM\Desktop\Campbell Revit\FY19PN64296-ARCH_R18_TW Current.rvt
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A-405
ST
AI
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AI
LS
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VI
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IS
TR
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AR
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J R
P L.
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U
IS
VI
LL
E, K Y
U .S
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M Y
C O
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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
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LU
M E
-B
U
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J.
S
TE
IN
READY TO ADVERTISE (RTA)
GENERAL NOTES
GRAPHIC LEGEND
DRAWING NOTES
1. PAINT ALL EXPOSED SURFACES OF STAIR ASSEMBLY.
REFERENCE COLOR SCHEDULE 09 06 90.
2. GUARDRAIL AND HANDRAIL MEMBERS SHALL NOT ALLOW A 4-
INCH DIAMETER SPHERE TO PASS THROUGH.
3. STAIR TREADS SHALL HAVE A RESILIENT TILE (RFT) FINISH
AND STEEL NOSING. INTERMEDIATE LANDINGS SHALL HAVE RFT
FINISH WITH STEEL NOSING. REFERENCE COLOR SCHEDULE 09
06 90.
SCALE: 1 1/2"=1'-0"
SCALE: 3/4"=1'-0"
12 2
HANDRAIL, TYP03 GUARDRAIL DETAIL, TYP02
SCALE: 3/4" = 1'-0"SCALE: 1-1/2" = 1'-0"
SCALE: 3/4" = 1'-0"
SCALE: N.T.S.
SCALE: N.T.S.
STAIR DETAIL 101
STAIR DETAIL 205
STAIR RISER / TREAD DETAIL04
M
AR
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1. USE 5/8" GLASS MAT GYP BD AT ALL LOCATIONS WHERE TILE
IS TO BE USED. USE CEMENT BD AND MEMBRANE AT ALL WET
AREAS. REFERENCE FINISH SCHEDULE FOR TILE LOCATIONS.
THESE REQUIREMENTS ARE IN ADDITION TO TYPE 'X'
REQUIREMENT AT RATED WALLS.
2. WHERE GYP BD IS EXPOSED IN COMMON AREAS, TO INCLUDE
CORRIDORS, LOBBIES, AND VESTIBULES, USE HIGH IMPACT
RESISTANT GYP BD.
3. SEE FINISH SCHEDULE FOR LOCATIONS WHERE FIRE
RETARDANT TREATED PLYWOOD ON GYP BD WALL SURFACES
ARE REQUIRED. THESE REQUIREMENTS ARE IN ADDITION TO
TYPE 'X' REQUIREMENT AT RATED WALLS.
4. ALL FIRE RATED ASSEMBLIES SHALL COMPLY WITH
APPLICABLE UL DESIGN NO. FOR RATING INDICATED. ALL
PENETRATIONS IN RATED ASSEMBLIES SHALL BE UL APPROVED
FIRE RATED ASSEMBLIES, AND SEALED WITH FIRE/SMOKE
SEALANT. PROVIDE CONNECTIONS AND CONTINUOUS BARRIERS
AT RATED WALLS/FLOORS/CEILINGS IAW UL DESIGN NUMBERS
LISTED.
5. METAL STUD SPACING FOR PARTITIONS WILL BE MAXIMUM 16"
O.C. AT ALL LOCATIONS.
6. ALL WALLS FORMING THE PERIMETER OF THE BUILDING
ENVELOPE SHALL BE EXTENDED TO THE UNDERSIDE OF THE
ROOF SYSTEM (STRUCTURE AND/OR METAL PANELS) AND
SEALED AT TOP AND BOTTOM ON BOTH SIDES OF WALL.
7. SOME STUD WALLS WILL CONTAIN PLUMBING AND MAY
REQUIRE CUTTING, SPLICING, AND REINFORCING OF THE
STUDS. REFER TO MECHANICAL FOR PLUMBING LOCATIONS AND
STRUCTURAL FOR STUD FRAMING REQUIREMENTS.
STRUCTURAL INTEGRITY OF STUDS MUST BE MAINTAINED.
8. PROVIDE SOLID BLOCKING AT ALL WALL-MOUNTED ITEMS
INCLUDING BUT NOT LIMITED TO TOILET ACCESSORIES, WALL
STOPS, CASEWORK, FIXTURES, AUDIO/VISUAL COMPONENTS,
AND GFGI ITEMS.
9. ALL WALLS WITH AN STC RATING SHALL EXTEND TO THE
UNDERSIDE OF STRUCTURE AND BE SEALED AT THE TOP AND
BOTTOM WITH ACOUSTICAL SEALANT ON BOTH SIDES OF THE
WALL UNLESS NOTED OTHERWISE OR INDICATED. ALL
PENETRATIONS SHALL BE SEALED BOTH SIDES. DO NOT FASTEN
STUDS TO METAL ROOF PANELS.
10. WHERE NO CEILING IS SCHEDULED, EXTEND WALLS TO
UNDERSIDE OF STRUCTURE U.N.O.
11. AT INTERIOR AIR BARRIER TESTING BOUNDARY, SEAL
TOP/BOTTOM OF PARTITIONS AND ALL PENETRATIONS W/
FIRE/SMOKE BARRIER SEALANT SYSTEM.
12. OFFSET ELECTRICAL BOXES LOCATED ON OPPOSITE SIDES
OF STEEL STUD PARTITIONS A MINIMUM OF 16" O.C. AND EXTEND
INSULATION (IF APPLICABLE) AROUND BOXES.
13. INSTALL GWB CONTROL JOINTS ON CONTINUOUS
PARTITIONS OF 20-FT LONG OR GREATER. IF MULTIPLE
CONTROL JOINTS ARE REQUIRED, EQUALLY SPACE JOINTS
ALONG ENTIRE PARTITION U.N.O.
14. BUILDING MUST MEET MINIMUM AIR TIGHTNESS
REQUIREMENTS AND UNDERGO AIR LEAKAGE TESTING FOR THE
SPECIFIC AREAS INDICATED IN A-800 SERIES SHEETS. IT IS
ESSENTIAL THAT INSTALLATION OF AIR / MOISTURE BARRIER BE
CONTINUOUS AND CAREFULLY SEALED AT EDGES, OPENINGS,
PENETRATIONS, FLASHINGS, DISCONTINUITIES, AND SEAMS
ADJOINING MEMBRANES AND/OR LINKING ADJACENT ROOF AND
WALL ASSEMBLIES.
15. FIRE / SMOKE RESISTANCE RATED PARTITIONS AND WALLS
SHALL BE STENCILED ON BOTH SIDES TO INDICATE RATING OF
ASSEMBLY IN ACCORDANCE WITH IBC / NFPA REQUIREMENTS.
16. ALL CMU PARTITIONS SHALL HAVE WALL REINFORCEMENT
AND GROUTED CELLS AS REQUIRED BY STRUCTURAL DESIGN
AND DRAWINGS.
17. HORIZONTAL METAL STUDS IN CEILING SYSTEMS MUST BE 18
GA. MINIMUM AND IAW STRUCTURAL DESIGN.
18. CEILING DETAILS 02, 04, 05, 08 THIS SHEET ONLY APPLY TO
CENTRAL VEHICLE CORRIDOR 111 BELOW SECOND FLOOR.
J - (FIRE RATED ASSEMBLY) - UL V473, SHAFT WALL WITH ALL
VOIDS AND PENETRATIONS SEALED WITH FIRESTOPPING TO
MAINTAIN WALL RATING AND LIMIT THE TRANSFER OF SMOKE
J1 - (FIRE RATED ASSEMBLY) - UL V473, SIMILAR TO TYPE 'J'
WITH 6" C-T STUDS AND R-17 MINIMUM NON-SAG MINERAL
WOOL INSULATION
J2 - (FIRE RATED ASSEMBLY, 2HR) - UL V473, SIMILAR TO TYPE
'J' WITH 2-LAYERS GYPSUM BOARD IAW 2-HR UL DESIGN.
TOP OF SLAB
CEILING AS SCHEDULED
ROOF PANELS / DECK ABOVE
CONTINUOUS FIRE/SMOKE SEALANT
CONTINUOUS FIRE/SMOKE SEALANT
5/8" GYPSUM BOARD, TYPE 'X'
1" GYPSUM SHAFT LINER PANELS
CERAMIC TILE THIN-SET WHERE
SCHEDULED
4" METAL C-T STUDS
FIRE / SMOKE SEALANT
AT PENETRATIONS
BRACE TO METAL BUILDING
STRUCTURE (PER MBM)
NOMINAL 8" CMU
BOND BEAM LINTEL -
SEE STRUCTURAL
5/8" GYPSUM
WALLBOARD
BOTTOM OF LINTEL
NOMINAL 8" CMU W/ HORIZ.
JOINT REINFORCEMENT @
16" O.C. VERT.
4"
METAL STUDS AND J-
CHANNEL EDGES @ 16"
O.C. MAX
K - SMOKE BARRIER AND AIR BARRIER ASSEMBLY, EXTEND TO UNDERSIDE OF
ROOF PANEL AND SEAL ALL VOIDS AND PENETRATIONS WITH FIRE / SMOKE
SEALANT TO LIMIT THE TRANSFER OF SMOKE - SEE 01/A-311 FOR FULL WALL
SECTION AND DETAIL REFERENCES
5/8" GYPSUM BOARD BOTH…
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