W912QR24R0011_Plans-0002.pdf
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- Solicitation number
- W912QR24R0011
About this file
This solicitation is for the construction of an Army Reserve Center and associated facilities located in Asheville, North Carolina. The U.S. Army Corps of Engineers Louisville District will issue a request for proposal for a firm-fixed-price contract to construct an insulated concrete form Army Reserve Center of 31,637 square feet, a vehicle maintenance shop of 9,781 square feet, an unheated storage building of 1,500 square feet, and additional supporting site facilities. Proposals will be evaluated using a best value tradeoff process, with price and past performance being approximately equal to technical factors. The contract duration is estimated at 720 calendar days, and the project magnitude is anticipated to be over $10 million. Offerors must register in the System for Award Management and Procurement Integrated Enterprise Environment Solicitation Module to submit proposals by the anticipated issuance date in late 2022.
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of Engineers
US Army Corps
CERTIFIED FINAL SUBMITTAL
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3/4"
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8 1/2"
3/4" CHAMFER (TYP.)
(TYP.)
GRADE 60 REBAR
#4 X 12" LONG
ATTACHMENT PIN
REINFORCING BARS
MINIMUM #3 GRADE 60
ELEVATION
ISOMETRIC SECTION
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FILLED WITH CLEAR
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WITH 1/4" CONTINUOUS
STAINLESS STEEL PLATE
12" SQ. X 1/2" THICK
FILLET WELD
WITH 1/4" CONTINUOUS
STAINLESS STEEL PLATE
6" SQ. X 1/2" THICK
LIGHTNING SPIKE
1/2" STAINLESS STEEL
SCREW
FLATHEAD MACHINE
9" CLEAT WITH ALUMINUM
ONE BRUSHED ALUMINUM
POLYPROPYLENE HALYARDS
ONE 3/16" DIA. WHITE
TYPE SNAP HOOKS
TWO 3 1/2" ALUMINUM SWIVEL
ONE ALUMINUM SHEAVES
CAST ALUM. TRUCK WITH
REVOLVING NON-FOULING,
FLASH COLLAR
ALUMINUM
CAULK
CLEAR SILICONE
CONCRETE
3500 PSI
FILLET WELD
1/4" CONTINUOUS
SEALANT
2" ELASTOMERIC
2'-6"
3'
TOP
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NOT TO SCALE
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CONCRETE WHEEL
NOT TO SCALE
FLAG POLE DETAIL
CS405
ALUMINUM BALL ORNAMENT
6" DIA GOLD ANODIZED
AND GUTTER.
BEGINNING OF THE CONCRETE CURB
BE 30" FROM EDGE PAVEMENT OR
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NOTE:
WALL THICKNESS
0.156" MINIMUM
SATIN FINISH
WITH AN ANODIZED
ALUMINUM FLAGPOLE
ALLOY CONE TAPERED
ASTM A312 TYPE 304
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INV.OUT=2156.07' (NW)
INV.IN=2156.63' (NE)
INV.IN=2156.87' (SE)
TOP=2159.93'
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CB-6
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HW-2
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GI-3
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RS-2
CB-7
CB-8
CB-10
CB-11
CB-12
SSMH-3
SSMH-2
SSMH-9
OW-1
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8" 8" 8"
8"
10"10"
10"
10" 10"
10"10"
10"
8" 10"
6"
6" 6"
6"
6"
6" 6"
6"
6"
3"
3"
3"
3" 3"
3"
S S
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10"
18"18"
SSMH-15
SSMH-14
18" 24"
SDMH-3
CB-13CB-9 CB-14
SDMH-2
SDMH-4
CB-15
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DS DS DS DS
DS DS DS DS DS
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DS DS
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HW-6
HW-7
SDMH-6
SDMH-7
SDMH-8
SDMH-9
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15"
18"
18"
18"
10"
8"
6"
6"
6"6"
6"
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6" 6" 6" 6"
6" 6"
6"8"
6" 8"
6" 6" 6"
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6" 8" 6"
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SSMH-12
SSMH-1
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8" PERF. 8" PERF.
8" PERF.
8" PERF.
8" PERF.
8" PERF.
8" PERF.
8" PERF.
8" PERF.
8" PERF.
8" PERF.
8" PERF.
8" PERF. 8" PERF.
8" PERF.
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SSMH-8
SSMH-10
SSMH-11
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GRAPHIC SCALE: 1"=80'-0"
240'160'80'040'80'
CU101
S .H
A G
G A
R D
GEOGRAPHIC COORDINATE DATA
HORIZONTAL DATUM:
NORTH CAROLINA STATE PLANE, NAD83.
VERTICAL DATUM: NAVD88.
UNITS OF MEASURE: U.S. SURVEY FEET.
COORDINATES SHOWN IN FORMAT OF
EASTING, NORTHING AND ELEVATION.
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CU112CU111
CU110
SANITARY SEWER
POINT OF CONNECTION
UTILITY CONTACTS
SHALL NOTIFY THE GOVERNMENT IMMEDIATELY.
IF ANY DISCREPANCIES EXIST, THE CONTRACTOR
WITHOUT ADDITIONAL COST TO THE GOVERNMENT.
CONTRACTOR SHALL FIELD VERIFY LOCATION
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
EITHER SHOWN OR NOT SHOWN ON THESE PLANS
LOCATION OF ALL UTILITIES AND STRUCTURES
APPROXIMATE ONLY. THE VERIFICATION OF THE
AND THEREFORE LOCATIONS MUST BE CONSIDERED
OBTAINED FROM AVAILABLE SURVEYS AND RECORDS
THE EXISTING UNDERGROUND UTILITIES HAVE BEEN
GENERAL NOTES
FIXED COST THAT IS FOUND ON THE BID SCHEDULE.
UPWARD ROAD TO THE PROJECT SITE. THIS IS A
ENERGY FOR THE COST OF THE GAS LINE FROM
THE CONTRACTOR IS REQUIRED TO PAY DOMINION
NOTE REGARDING THE NATURAL GAS SERVICE LINE:
CHECKLIST SECTIONS C,D,E, AND F.
LINES. THE CONTRACTOR IS RESPONSIBLE FOR
ACCEPTANCE FOR THE WATER AND SEWER SERVICE
CONSTRUCTION, CONSTRUCTION, TESTING, AND PROJECT
PROVIDES STEP BY STEP INSTRUCTIONS FOR THE PRE-
COMPLETE BY THE CONTRACTOR. THE CHECKLIST
STARTED BY THE DESIGNER-OF-RECORD BUT MUST BE
THE DESIGNER-OF-RECORD. THE CHECKLIST HAS BEEN
SEWER PROJECT PERMIT AND PROJECT CHECKLIST WITH
CONTRACTING OFFICER, THE HENDERSONVILLE WATER &
THE CONTRACTOR SHALL COORDINATE WITH THE
COORDINATION NOTE
HENDERSONVILLE WATER & SEWER CHECKLIST
THE RESPONSIBILITY OF THE CONTRACTOR.
COSTS NECESSARY FOR THE TEMPORARY SERVICE WILL BE
WATER & SEWER. ANY ADDITIONAL FEES, PERMITS, AND
TEMPORARY SERVICE LINE DIRECTLY WITH HENDERSONVILLE
ACTIVITIES, THE CONTRACTOR SHALL COORDINATE THE
NOT TO USE THE PROPOSED LINE SHOWN FOR CONSTRUCTION
CONSTRUCTION ACTIVITIES. IF THE CONTRACTOR CHOOSES
SHOWN IN THE DRAWINGS FOR THE SOURCE OF WATER FOR
THE CONTRACTOR SHALL USE THE PROPOSED WATER LINE
CONSTRUCTION WATER SOURCE NOTE
dmiller@hvlnc.gov
(828) 697-3024
D. James Miller
Hendersonville Fire Chief
Hendersonville, NC 28739-4261
414 Fourth Avenue West mballard@henderson.k12.nc.us
(828) 698-4421
Martin Ballard
Henderson County Board of Public Schools lrwatkins@ncdot.gov
(828) 891-7911
Lonnie Watkins, District Engineer
North Carolina Department of Transportation (NCDOT):
(828) 697-3057 eerwin@hvlnc.gov
Environmental Compliance Coordinator
Gracie Erwin:
Emergency: 1-877-776-2426
Davis.Swaim@dominionenergy.com
828-273-6123 mobile
828-670-3556 desk
Dominion Energy
Large/Industrial Accounts
Davis H Swaim
Dominion Energy
Natural Gas:
asteurer@hvlnc.gov
Utilities Engineer
Adam Steurer, P.E.
(828) 891-7779 (after hours, weekends and holidays)
(828) 697-3073 (8:00-5:00 M-F)
Telephone:
Hendersonville, NC 2879
305 Williams St.
https://www.hendersonvillenc.gov/water-sewer
Hendersonville Water & Sewer
Water & Sanitary Sewer:
CONNECTION
MAIN POINT OF
FOR WATER
SHEET CU205
REFER TO
UTILITY DETAILS PROVIDED IN THIS PLAN SET.
WITH HENDERSONVILLE WATER & SEWER. REFER TO THE
FIELD-LOK OR EQUIVALENT. COORDINATE THE FITTINGS
ALL PIPE FITTINGS SHALL BE MECHANICAL RESTRAINT, 13.
SHOWN ON SHEET CU001, EASEMENT PLAN.
12. THE CONTRACTOR SHALL STAY WITHIN THE EASEMENTS
WITH DOMINION ENERGY IN A TIMELY MANNER.
CONTRACTOR SHALL COORDINATE SITE CONSTRUCTION
AND METER TO BOTH RESERVE CENTER AND VMS. THE
INSTALLATION OF THE GAS SERVICE LINE, REGULATOR,
DOMINION ENERGY IS RESPONSIBLE FOR THE 11.
CONNECTIONS, AND MANHOLES.
INSTALLATION OF ALL SANITARY SEWER LINES,
THE CONTRACTOR IS RESPONSIBLE FOR THE 10.
ENGINEER.
COORDINATED WITH LONNIE WATKINS, NCDOT DISTRICT
ANY WORK ALONG CREST ROAD SHALL BE 9.
OFFICER.
ERWIN, HENDERSONVILLE ENVIRONMENTAL COMPLIANCE
MAKE AND MODEL SHALL BE COORDINATED WITH GRACIE
AND INSTALLED AS SHOWN ON THE DRAWINGS. THE
THE BACKFLOW PREVENTER SHALL BE ABOVE GRADE 8.
INSTALLATION.
WITH HENDERSONVILLE WATER AND SEWER PRIOR TO
ALL WATER AND SEWER WORK SHALL BE COORDINATED 7.
REQUIREMENTS.
CONTROL, SAFETY, AND APPLICABLE LOCAL AND NCDOT
CONTRACTOR IS ALSO RESPONSIBLE FOR ALL TRAFFIC
NORTH-EAST OF THE MAIN ENTRANCE. THE
ALONG CREST ROAD APPROXIMATELY 200-FT
INSTALLATION AND CONNECTION OF THE WATER MAIN
THE CONTRACTOR IS RESPONSIBLE FOR THE 6.
THE METER COST PLUS A 10% FEE.
SEWER, BUT THE CONTRACTOR IS RESPONSIBLE FOR
WILL BE INSTALLED BY HENDERSONVILLE WATER AND
CONSTRUCTION EXCEPT FOR THE METER. THE METER
INSTALLATION OF ALL DOMESTIC AND FIRE WATER
THE CONTRACTOR IS RESPONSIBLE FOR THE 5.
THESE SHEETS.
FINISHED GRADES UNLESS NOTED OTHERWISE ON
SHALL BE RAISED OR LOWERED TO MATCH THE NEW
ETC SHOWN ON CG SHEETS, ES SHEETS, AND V- SHEETS
ALL EXISTING MANHOLES, VALVE COVERS, HANDHOLES. 4.
ENERGY ACCORDINGLY.
CONTRACTOR SHALL COORDINATE WITH DOMINION
THE ARMY RESERVE CENTER AND VMS. THE
SERVICE LINES, METERS, AND REGULATORS TO BOTH
DOMINION ENERGY WILL PROVIDE NATURAL GAS 3.
PAVEMENT.
WITH FINAL PAVING TO AVOID UTILITY CUTS IN NEW
CONTRACTOR TO COORDINATE UTILITY INSTALLATION 2.
PIPING AND STRUCTURES.
REFER TO CG SERIES DRAWINGS FOR STORM DRAINAGE 1.
SEWER EXTENSION PERMIT
IS SUBJECT TO THE SANITARY
OF (AND INCLUDING) SSMH-4
EASEMENT AND DOWNSTREAM
SYSTEM SHOWN IN THE
SECTION OF SANITARY SEWER
EXTENSION PERMIT. THE
SUBJECT TO THE SEWER
PRIVATELY OWNED AND NOT
TOWARDS SSMH-7) IS
(UPSTREAM OF SSMH-4
NOT SHOWN IN THE EASEMENT
THE SANITARY SEWER SYSTEM
FULL SIZE 34"x22"
8" PIPE.
TO CREST ROAD. APPROXIMATELY 1,558 LF OF
INCLUDES WATER MAIN EXTENSION ADJACENT
3. DOMESTIC WATER INSPECTION FEE ($3/LF). FEE
AND 228 LF OF 8" DIP.
EASEMENT. APPROXIMATELY 904 LF OF 8" PVC
INCLUDES ALL SANITARY SEWER WITHIN
2. SANITARY SEWER INSPECTION FEE ($5/LF). FEE
DEPARTMENT.
HENDERSONVILLE WATER AND SEWER
METER IS TO BE INSTALLED BY THE CITY OF
1. COST OF THE WATER METER PLUS 10% FEE. THE
FOLLOWING FEES:
THE CONTRACTOR IS RESPONSIBLE FOR THE
HENDERSONVILLE WATER & SEWER FEES
1 1 R
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D
IL
A P
ID
A T
IL
D
IN
G
P P
P P
P P
P P
P P
G U
Y
P P
G P
P P
G U
Y
P P
P P
G U
Y
P P
P P
G U
Y
P P
P P
P P
W M
V
IC
VIC
V
W V
S
S
S
S
S
BOX BTM=2156.64'
INV.OUT=2156.07' (NW)
INV.IN=2156.63' (NE)
INV.IN=2156.87' (SE)
TOP=2159.93'
SSMH
BOX BTM=2162.09'
INV.OUT=2161.41'
TOP=2165.21'
SSMH
C O
W V
DISK
R/W
DISK
R/W
DISK
R/W
' MBL
M B
L
M B
L
BOX BTM=2149.79'
INV.IN=2148.82'
TOP=2154.09'
SSMH
DISK
R/W
PIN: 9587690356
PLAT CAB A SLIDE 183A
DB 1157 PG 751
BOYD L. HYDER
N/F
PIN: 9587684452
MB 2004 SLIDE 4865 (TRACT 1)
DB 1173 PG 1
WENDY HILL-RAMEY
BOBBY JOE RAMEY JR., AND WIFE
N/F
35' MBL
PROPERTY
SETB
ACK
OF WATER WELL
APROXIMATE LOCATION
E L
T F
G A T E
S C
H O
O L
S
IG
N
U P
W A R
D
E L E
M E
N T A R
Y
T R
A S
H
P
IL
E
POST
R/W
R
W
C
P
V C
D
IP
R/W
R/W
C
C
C
BOX BTM=2153.38'
INV.OUT=2152.39' (W)
INV.IN=2152.78' (SE)
INV.IN=2153.34' (CLEAN OUT)
TOP=2160.04'
SSMH
6" PVC
72" CHLK FENCE
72" CHLK FENCE
72" CHLK FENCE
.8
.8
(DOG PEN)
48" WIRE FENCE
(D
OG
PEN)
W
IR
E
FE
NCE
D
IL
A P
ID
A T
IL
D
IN
G
M
BL
APROXIMATE LOCATION
OF WATER WELL
E L
T F
(D
OG
PEN)
W
IR
E
FE
NCE
(DOG PEN)
48" WIRE FENCE
CU401 CU402
CU403 CU404
CU405 CU406
B
IO
R E
T E
N T
IO
N
RAMP
FF EL 2196.00
AREA
MKT
50' ATFP SETBACK
P O
V P
A R
K
IN
G
WASH RACK
' A
T F P S
E T
B A
C K
VMS
OPTION
VMS TWO BAY
FF EL 2191.25
' S
E C
U R
IT
Y C
L E
A R Z
O N
E
10' SECURITY CLEAR ZONE
' S
E C
U R
IT
Y C
L E
A R Z
O N
E
B C
C C
C C
C C
C
B
B
BBBB
BB B B B
B
B
B B
BBBBBBBB
B B B B B B B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B B B B B B
BBBBBB
D D
D D
D D
D D
D D
D D
D D
D D
D D
D D D D
A A
A A
A A
A A
A A
ARMY RESERVE CENTER
CANOPY
SATS
BIORETENTION #3
B L
D G
S T
O R
A G
E
F F E
L
.7
10' SECURITY CLEAR ZONE
BIORETENTION #1
(COMMON OPEN SPACE)
FLAT AREA
GRADED
LEGEND
W
F
FH
PIV
CO
SAN
G
SSMH-1 SANITARY SEWER MANHOLE
CLEANOUT
PIV VALVE
GATE VALVE
FIRE HYDRANT
GAS LINE (BY OTHERS)
FIRE WATER LINE
WATER LINE
SANITARY SEWER LINE
CONSTRUCTION LIMITS
CERTIFIED FINAL SUBMITTAL
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A S
H E
C U
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S I
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E C
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D B
Y
D R
A W
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Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
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IT
A T
IO
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O
A
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R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C A
T E
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E
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L
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E S
E R
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A S
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V
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L E
N O
R T
H C
A R
O L
IN
A
T R
A
IN
IN
G B
U
IL
D
IN
G V
M S U
N H
E A
T E
D S
T O
R A
G E
D
H E
N S
L E
Y
D E
S
IG
N E
D B
Y
O C
T O
B E
R
RAMP
TANK
FW
AREA
MKT
WASH RACK
' A
T F P S
E T
B A
C K
VMS
OPTION
VMS TWO BAY
FF EL 2191.25
' S
E C
U R
IT
Y C
L E
A R Z
O N
E
B C
C C
C C
C C
C
D D D D
ARMY RESERVE CENTER
CANOPY
SATS
10' SECURITY CLEAR ZONE
G R -1
CB-1
CB-6
CB-7
CB-8
SSMH-9
8"
8"
10"10"
10"10"
10"
8" 10"
6"
6" 6"
6"
6"
3"
3"
3"
10"
10"
10"
DS DS DS DS DS
DS DS DS DS DS DS DS
CO
CO
DS DS
DS
CO
SDMH-5 SDMH-7
15"
10"
8"
6"
RD RD RD
RD RD
R D
RD
R D
RDRD
R D
12" 6"6"6"
RDRD
8" 10"
6"
6"8"10"
" 6"
6" 6" 6" 6"
6" 6"
6"8"
CO
DS
RDRD
8"10"12"
8"10"6"
CO
CO
DS DS
N 578,458.904E 986,720.184
SSMH-13
SSMH-12
SSMH-10
SSMH-11
N 578,476.314
E 986,660.399
N 578,807.562
E 986,589.375
N 578,727.410
E 986,830.774
N
GRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
CU403
S .H
A G
G A
R D
GEOGRAPHIC COORDINATE DATA
HORIZONTAL DATUM:
NORTH CAROLINA STATE PLANE, NAD83.
VERTICAL DATUM: NAVD88.
UNITS OF MEASURE: U.S. SURVEY FEET.
COORDINATES SHOWN IN FORMAT OF
EASTING, NORTHING AND ELEVATION.
KEY MAP
S .C
U R
R Y
M .M
A Y
E R
SHEET KEYNOTES
U T
IL
IT
Y P
L A
N
E N
L A
R G
E D
3 5
11 11
13 3
WATER PIPING TO TANK
ABOVEGROUND FIRE
HEAT TRACING FOR ALL
PROVIDE INSULATION AND
INTO FIRE RISER ROOMS
5FT AND STUBBED UP
DUCTILE IRON INSIDE
OUTSIDE BUILDING.
WATER UP TO 5FT
UNDERGROUND FIRE
PROVIDE C900 FOR ALL
ONLY
ARROW FOR INFORMATION
DIRECTIONAL FLOW
GENERAL NOTES
SEWER PROFILES.
REFER TO SHEETS CU201 AND CU202 FOR SANITARY 1.
PROFILE "B"
PROFILE "B"
FULL SIZE 34"x22"
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T
/2
REFER TO SHEET 1A-800, SHEET NOTE 6.
4" SANITARY PIPE UPSTREAM OF THE GREASE TRAP.
18. PROVIDE POT WASH WITH 3" PVC PIPE CONNECTION TO
PIPING UP TO WATER TO FIRE PUMP.
PROVIDE LONG RADIUS FITTINGS FOR FIRE TANK SUPPLY 17.
RECOMMENDATIONS.
TRACED. INSTALL PER MANUFACTURER
VALVE. SENSING LINE TO BE INSULATED AND HEAT
WATER SUPPLY. PROVIDE TAMPER SWITCHES FOR EACH
ALTITUDE VALVE, AND CONTROL VALVES FOR TANK
PROVIDE ABOVE GROUND HOT BOX, PILOT CONTROLLED 16.
REFER TO DETAIL 2,SHEET CU514.
SIGNAGE STATING "FIRE PUMP RECIRCULATION VALVE".
RECIRCULATION LINE. PROVIDE TAMPER SWITCH AND
PROVIDE POST INDICATOR VALVE (PIV) FOR FIRE PUMP 15.
TO DETAIL 2, SHEET CU514.
DISCHARGE PIPING. PROVIDE TAMPER SWITCH. REFER
PROVIDE POST INDICATOR VALVE (PIV) FOR TANK 14.
BUILDINGS AS SHOWN.
DOMINION ENERGY TO THE METER/REGULATOR AT
PROVIDE GAS LINE. GAS LINE TO BE INSTALLED BY 13.
DRAWINGS.
PROVIDE GREASE INTERCEPTOR. REFER TO PLUMBING 12.
CU505.
PROVIDE SANITARY SEWER MANHOLE. REFER SHEET 11.
SHEET CU502.
PROVIDE SANITARY SEWER CLEANOUT. REFER TO 10.
PROVIDE 6" SANITARY SEWER LINE,9.
REFER TO DETAIL 1, SHEET CU515
PROVIDE 34FT DIAMETER WELDED FIRE WATER TANK. 8.
PROVIDE PIV VALVE. REFER TO DETAIL 2, SHEET CU514. 7.
CU510.
PROVIDE WATER VALVE AND BOX. REFER TO SHEET 6.
ON SHEET CU512.
PROVIDE FIRE HYDRANT ASSEMBLY. REFER TO DETAIL 5.
COVER OVER PIPE.
PROVIDE 10" FIRE WATER LINE. PROVIDE 36" MINIMUM 4.
COVER OVER PIPE.
PROVIDE 8" FIRE WATER LINE. PROVIDE 36" MINIMUM 3.
COVER OVER PIPE.
PROVIDE 6" FIRE WATER LINE. PROVIDE 36" MINIMUM 2.
MINIMUM COVER OVER PIPE.
PROVIDE 3" DOMESTIC WATER LINE. PROVIDE 36" 1.
3/8/2024
W
2Q R
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CERTIFIED FINAL SUBMITTAL
U .S
A R
M Y C
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P S O
F E
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A S
H E E
S .d g n
A N
S I
D
C H
E C
K E
D B
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D R
A W
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Y
IS
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U E D
A T
E
SHEET ID
F
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A M
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B
C
D
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F
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2 3 4 5 6 7 8 9 10
S O
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IT
A T
IO
N N
O
A
M A
R K
S
IZ
E
S U
B M
IT
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D B
Y
D A
T E
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R A
C T N
O
C A
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E
D E
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IN
L
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IN
G P
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C A
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-7
A S
H E
V
IL
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N O
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A R
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IN
A
T R
A
IN
IN
G B
U
IL
D
IN
G V
M S U
N H
E A
T E
D S
T O
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D
H E
N S
L E
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D E
S
IG
N E
D B
Y
O C
T O
B E
R
UP
UP
TRANSFORMER PAD
TRANSFORMER GROUNDING
UP
TRANSFORMER GROUNDING CONNECTIONS TO TRANSFORMER
SYMBOL
CONTRACTOR
ITEM PROVIDES INSTALLS PROVIDES INSTALLS
MAIN DISTRIBUTION PANEL
480V SECONDARY SERVICE CABLE TERMINATION AT
DIVISION OF RESPONSIBILITY (POWER)
USL
USL SECONDARY LIGHTING DUCT BANK
SECONDARY LIGHTING TRENCH & BACKFILL
TRANSFORMER AND DUKE SMART METER
TRANSFORMER PRIMARY TERMINATIONS
TRANSFORMER SECONDARY TERMINATIONS
US
US
US
UNDERGROUND PRIMARY CONDUCTORS
UNDERGROUND PRIMARY DUCT BANK
UNDERGROUND PRIMARY TRENCH & BACKFILL
UNDERGROUND SECONDARY SERVICE TRENCH AND BACKFILL
UNDERGROUND SECONDARY SERVICE DUCT BANK
UNDERGROUND SECONDARY SERVICE CABLE
USL SECONDARY LIGHTING CONDUCTORS
REQUIREMENTS AND AS SHOWN.
IN BID. ALL WORK ASSOCIATED WITH ELECTRICAL SERVICE TO THE FACILITY SHALL BE PROVIDED PER DUKE ENERGY
* CONTRACTOR SHALL CONTACT DARNELL WATERS (828-698-2053) WITH DUKE ENERGY. CONTRACTOR SHALL INCLUDE ALL COSTS
DUKE ENERGY
RISER POLE
ELECTRICAL PULL BOX / PEDESTAL
P
EXISTING ELECTRICAL POLE TO BE RELOCATED
TO CONSTRUCTION WILL BE REQUIRED.
FEE LISTED IN THE BID SCHEDULE IS FOR BIDDING PURPOSES ONLY. ADDITIONAL ESTIMATES FROM DUKE ENERGY PRIOR REFER TO THE BID SCHEDULE FOR ESTIMATED FEES ASSOCIATED WITH SERVICE INSTALLATION FROM DUKE ENERGY. THE 8.
DUKE ENERGY FOR THE MOST UP TO DATE REQUIREMENTS PRIOR TO ANY MATERIAL PURCHASE OR INSTALLATION.
THREE-PHASE PAD-MOUNTED TRANSFORMER CONCRETE FOUNDATION SPECIFICATIONS. CONTRACTOR SHALL CONSULT WITH SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE DUKE ENERGY SERVICE REQUIREMENTS MANUAL / CONTRACTOR SHALL PROVIDE PIT PADS FOR UTILITY TRANSFORMERS. INSTALLATION OF ALL UTILITY INFRASTRUCTURE 7.
REQUIREMENTS.
CONTRACTOR IS RESPONSIBLE FOR PRIMARY TRENCH AND BACKFILL WHEN CROSSING ROADWAYS AS PER DUKE ENERGY 6.
CONDUIT SHALL BE USED.
WHILE PULLING CABLES. WHERE A DUCT ENTERS A BUILDING AND SWEEPS UP THROUGH A FLOOR SLAB, PVC COATED RGS SWEEP BENDS. BENDS AND SWEEPS SHALL BE CONCRETE ENCASED TO PROTECT THE DUCT FROM THE PRESSURES DEVELOPED PROVIDE PVC COATED RGS ELBOWS FOR SHORT RADIUS BENDS AT RISER POLES AND EQUIPMENT. OTHERWISE, USE LONG 5.
CONCRETE ENCASED. ENCASEMENT SHALL EXTEND AT LEAST SIX (6) FEET BEYOND THE EDGE OF THE PAVEMENT.
CONDUITS INSTALLED UNDER ROADWAYS, PARKING AREAS, OR OTHER AREAS SUBJECT TO VEHICULAR TRAFFIC SHALL BE 4.
ADDITIONAL COST TO THE GOVERNMENT.
CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL UNDERGROUND AND OTHER UTILITIES PRIOR TO DIGGING WITHOUT 3.
MAINTAIN A MINIMUM OF 12" SEPARATION BETWEEN ELECTRICAL AND COMMUNICATION CONDUIT LINES.2.
WHEN REQUIRED.
WORK CLOSELY WITH THE REPRESENTATIVES THROUGHOUT DESIGN AND CONSTRUCTION TO ENSURE THAT POWER IS AVAILABLE CONTRACTOR SHALL CONTACT DUKE IMMEDIATELY AFTER AWARD, VIA THE DUKE ENERGY BUILDER LINE (800-653-5307) AND PROJECT SHALL REQUIRE CLOSE COORDINATION WITH DUKE ENERGY TO PROVIDE POWER TO THE FACILITIES. THE 1.
NOTES:
T
M
IZ
E
C
M
IL
A M
C
M
IL
A M
ES002
E L E
C T
R
IC
A L D
IV
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F R
E S
P O
N S
IB
IL
II
T
IE
S
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V
IS
E D I
N A
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O R
D A
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E W
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/2
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03/11/2023 W
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CERTIFIED FINAL SUBMITTAL
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A S
H E
A -4
.d g n
A N
S I
D
C H
E C
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Y
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Y
IS
S
U E D
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E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C A
T E
G O
R Y C
O D
E
D E
S C
R
IP
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N
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U
IS
V
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N T
U C
K Y
P P ro je c ts \0
\0
C
A D
B
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S h e e ts \0
A rc h \A
S H
E
A -4
.d g n
-M
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:3
L O
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IN
L
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IN
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V E C
E N
T
C A
R
-7
A S
H E
V
IL
L E
N O
R T
H C
A R
O L
IN
A
T R
A
IN
IN
G B
U
IL
D
IN
G V
M S U
N H
E A
T E
D S
T O
R A
G E
D
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N S
L E
Y
D E
S
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N E
D B
Y
O C
T O
B E
R
A
A
B
B
A
A
WOMEN'S
LOCKER/SHOWER
WOMEN'S TOILET
T.E.R. 146
MEN'S TOILET
MEN'S
LOCKER/SHOWER
UNISEX
TOILET
JANITOR
CLOSET
ENTRANCE
FACILITY
K
B L
A N
F O
R D
4' 2' 0 4' 8' 12'
"=1'-0"4
1GRAPHIC SCALE:
"=1'-0"4
1SCALE:
ENLARGED RESTROOM - NOTE PLAN
"=1'-0"4
1SCALE:
NOTE PLAN
ENLARGED UNISEX TOILET 119
2 2
3 45
6 6
A2
A2
A2
A6A8
A8
A27
A2
A27
A2
A27 A27
A9
A25
A22e
A3
A14c
A14b
A14a
A16A15
A12
A12
A12 A12
TYP.
TYP.TYP.
A16
TYP.
A25
A12
A2
A2
A27
A22e
A14c
A14b
A14a
A14c
A14b
A14a
A8
A25
71A12
A3 A4
N
1A-402
A R
M Y R
E S
E R
V E C
E N
T E
R
E N
L A
R G
E D R
E S
T R
O O
M N
O T
E D P
L A
N S
"=1'-0"4
1SCALE:
ENLARGED JANITOR CLOSET - NOTE PLAN
13 13
A22d
A12
A1
A11 A11
17 16
A13 21
A26
A23b
A23b
A13 TYP.
A26
1A-413
1A-410 2
1A-410
1A-410
1A-410
1A-413
1A-411
1A-412
1A-413
1A-411
1A-411
1A-411
1A-412
1A-412
1A-412
A14c
A14b
A12
A2
A27
1A-414
1A-414
1A-414
1A-414
1A-4145
1A-415
21 21 21
1A-415
1A-415
1A-117
1A-115 1A-117
LEGEND, ACCESSORY LEGEND AND GENERAL NOTES.
REFER TO SHEET 1A-400 FOR RESTROOM KEY NOTES,1.
GENERAL SHEET NOTES
1A-402 "=1'-0"2
1SCALE:
RESTROOM ELEVATION
UNISEX 119 -
A14c
A14b
A14a
A8
A12
A3
A4
1A-402
A21
A
A
A
M
B A
R N
E T
T
T
R E
D M
O N
R
E V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T
/2
3/11/24
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CERTIFIED FINAL SUBMITTAL
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A S
H E
A -4
.d g n
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
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FAMILY SUPPORT
ADMIN COMMON
VESTIBULE
CHAIR
STORAGE
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R R
ID
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152B
STOR.
PHYSICAL
READINESS ROOM
STOR.
CDV162
SUPPLY
OFFICE
SUPPLY
OFFICE
SUPPLY
ARMS VAULT
ARMORER
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WOMEN'S
LOCKER/SHOWER
WOMEN'S TOILET
T.E.R.
SIMULATOR
FIRE PUMP
ROOM
MECH
JANITOR
CLOSET
ENTRANCE
FACILITY
MEN'S TOILET
MEN'S
LOCKER/SHOWER
GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
ALL FINISHES.
FIELD VERIFY DIMENSIONS PRIOR TO INSTALLATION OF 2.
SCHEDULE FOR FINISHES NOT NOTED.
FINISH SCHEDULE AND KEY. REFER TO FINISH
COMPREHENSIVE, BUT RATHER, A SUPPLEMENT TO THE
FINISH PLANS ARE NOT INTENDED TO BE 1.
VCT-2 ACCENT BAND, UNCUT 12" FULL TILES8.
TRANSITION OF WALL TILE TO PAINT7.
1 1/2" LEG LENGTH.
CG-6 CORNER GUARD, FOOD GRADE STAINLESS. 6.
3" LEG LENTH.
CG-5 CORNER GUARD, STAINLESS.5.
COORDINATES WITH PNT-5.
CG-4 CORNER GUARD, RESILIENT.4.
COORDINATES WITH PNT-4.
CG-3 CORNER GUARD, RESILIENT.3.
COORDINATES WITH PNT-3.
CG-2 CORNER GUARD, RESILIENT.2.
COORDINATES WITH PNT-2.
CG-1 CORNER GUARD, RESILIENT.1.
QT-F1 TEXTURED)
(ALL OTHER KITCHEN AREAS:
EQUIPMENT, APPROX. 36" DEPTH
6" X 6" SMOOTH TILE BENEATH
QUARRY TILE FLOORQT-F2
PT-F1 FIELD TILE)
(ALL OTHER RESTROOM AREAS:
SHOWER AREAS
2" X 2" MOSAIC
PORCELAIN TILE FLOORPT-F2
ACCENT COLOR
24" X 12"
VINYL COMPOSITION TILEVCT-2
FIELD COLOR
24" X 12"
VINYL COMPOSITION TILEVCT-1
1A-460
N
E
R E
D M
O N
K J
O N
E S
F
IN
IS
H P
L A
N
SCALE: 3/32" = 1'-0"
COMPOSITE FINISH PLAN
8' 4' 0 8' 16' 24' 32'
"=1'-0"32
3GRAPHIC SCALE:
A R
M Y R
E S
E R
V E C
E N
T E
R
5 5
6 6
PNT-5
P N
T -5
PNT-4
P N
T -4
3 3
2 2
(TYP.)
CUT TILE PLACEMENT
VARIES DEPENDING ON
APPROX. 5'-6" ACCENT BAND,
M
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HEAD FLASHING
PREPARATION
ROUGH OPENING
SCALE:
WINDOW HEAD FLASHING
NOT TO SCALE
BARRIER (JOINT FABRIC)
WATER-RESISTIVE
SELF ADHERING AIR &
SUPPORTING STRUCTURE
BARRIER JOINT TREATMENT
AIR & WATER-RESISTIVE
SELF ADHERING
AND CLADDING
ROD BETWEEN PIPE
SEALANT WITH BACKER
PIPE PENETRATION
SCALE:
WATER-RESISTIVE BARRIER
PREPARATION THROUGH
WALL CONSTRUCTION
NOT TO SCALE
SELF-ADHERING AIR AND
CORNER AND JOINT FABRIC
PRE-FORMED FABRIC
TREATMENT
BARRIER ROUGH OPENING
WATER-RESISTIVE
SELF ADHERING AIR &
PROTECTED BY
ROUGH OPENING HEAD FLASHING
PAN FLASHING
FIN WINDOW
SILL FLASHING FOR NAIL
SCALE:NOT TO SCALE
ROUGH OPENING PREPARATION
PIPE TO ROUGH CUT OPENING
FOAM APPLIED AROUND
LOW EXPANSION URETHANE
PIPE PENETRATION
FLUSH WITH THE SURFACE
CURED FOAM SHAVED OFF
BARRIER JOINT TREATMENT
AIR & WATER-RESISTIVE
SELF ADHERING
NOT TO SCALESCALE:
PREPARATION OF "ROUGH" JOINT AND PENETRATIONS
1A-543
1A-543
1A-543
1A-543
BARRIER WRAP
AIR & WATER-RESISTIVE
SELF ADHERING
OVERLAP 3 INCHES
BARRIER WRAP MINIMUM
AIR & WATER-RESISTIVE
SELF ADHERING
SELF ADHERING AIR AND WATER-RESISTIVE BARRIER
BARRIER WRAP
AIR & WATER-RESISTIVE
SELF ADHERING
SUPPORTING STRUCTURE
SUPPORTING STRUCTURE
SUPPORTING STRUCTURE
SUPPORTING STRUCTURE
W A
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"=1'-0"2
1SCALE:1
ROOF DETAIL
1' 6" 0 1' 2'
"=1'-0"2
1GRAPHIC SCALE: 1
K
B L
A N
F O
R D
R O
O F D
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A
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1A-561
1A-314
"=1'-0"2
1SCALE:1
ROOF DETAIL
1A-314
A R
M Y R
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V E C
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T E
R
BASE PLY
P.T. WOOD BLOCKING
STRUCTURAL DRAWINGS
METAL DECK. SEE
STRUCTURAL DRAWINGS
STRUCTURAL FRAMING. SEE
RIGID INSULATION (R-28)
METAL DECK
BASE PLY
GRANULAR CAP SHEET
P.T. WOOD BLOCKING
COUNTER FLASHING
AND SECURE UNDER
EXTEND UP GYP. SHEATHING
METAL CLAD FLASHING.
COUNTERFLASHING
PREFINISHED METAL
CLEAT AND SEAL.
METAL COUNTERFLASHING
EXTEND UP AND OVER
GRANULAR CAP SHEET.
SEALANT
MAT GYPSUM SHEATHING
1/2" EXTERIOR GLASS
FACED BATT INSULATION.
HEIGHT WITH METAL DECK
METAL STUDS TO BE EVEN
DECK AND TO STRUCT. FRAMING.
16" O.C. SECURE TO METAL
3 5/8" METAL STUDS AT
COUNTERFLASHING
AND SECURE BEHIND
UP EXT. GYP. SHEATHING
BASE PLY. EXTEND
4" CANT STRIP
BASE PLY
P.T. WOOD BLOCKING
STRUCTURAL DRAWINGS
METAL DECK. SEE
STRUCTURAL DRAWINGS
STRUCTURAL FRAMING. SEE
RIGID INSULATION (R-28)
METAL DECK
BASE PLY
GRANULAR CAP SHEET
P.T. WOOD BLOCKING
COUNTER FLASHING
AND SECURE UNDER
EXTEND UP GYP. SHEATHING
METAL CLAD FLASHING.
COUNTERFLASHING
PREFINISHED METAL
CLEAT AND SEAL.
METAL COUNTERFLASHING
EXTEND UP AND OVER
GRANULAR CAP SHEET.
SEALANT
MAT GYPSUM SHEATHING
1/2" EXTERIOR GLASS
FACED BATT INSULATION.
HEIGHT WITH METAL DECK
METAL STUDS TO BE EVEN
DECK AND TO STRUCT. FRAMING.
16" O.C. SECURE TO METAL
3 5/8" METAL STUDS AT
COUNTERFLASHING
AND SECURE BEHIND
UP EXT. GYP. SHEATHING
BASE PLY. EXTEND
4" CANT STRIP
COVER BOARD
MAT GYPSUM SHEATHING
1/2" EXTERIOR GLASS
COVER BOARD
MAT GYPSUM SHEATHING
1/2" EXTERIOR GLASS
STRUCTURAL DRAWINGS
STRUCTURAL FRAMING. SEE
COVER BOARD
MAT GYPSUM SHEATHING
1/2" EXTERIOR GLASS
COVER BOARD
MAT GYPSUM SHEATHING
1/2" EXTERIOR GLASS
RIGID INSULATION (R-28)
RIGID INSULATION (R-28)
RIGID INSULATION (R-20 MIN.)
RIGID INSULATION (R-20 MIN.)
M
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:1
L O
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IS
V
IL
L E D
IS
T R
IC
T
D
R
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R T
IN
L
U T
H E
R K
IN
G P
L
U S
A R
M Y R
E S
E R
V E C
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T
C A
R
-7
A S
H E
V
IL
L E
N O
R T
H C
A R
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IN
A
T R
A
IN
IN
G B
U
IL
D
IN
G V
M S U
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E A
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D
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D E
S
IG
N E
D B
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O C
T O
B E
R
E
R E
D M
O N
K J
O N
E S
1A-611
F
IN
IS
H K
E Y
A R
M Y R
E S
E R
V E C
E N
T E
R M
B A
R N
E T
T
R
E V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T
/2
W
2Q R
R
_P la ns -0
CERTIFIED FINAL SUBMITTAL
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A S
H E
A -6
.d g n
A N
S I
D
C H
E C
K E
D B
Y
D R
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N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C A
T E
G O
R Y C
O D
E
D E
S C
R
IP
T
IO
N
L O
U
IS
V
IL
L E
K E
N T
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K Y
P P ro je c ts \0
\0
C
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B
IM
S h e e ts \0
A rc h \A
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A -6
.d g n
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V
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R
M A
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IN
L
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IN
G P
L
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T
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-7
A S
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V
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L E
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A R
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IN
A
T R
A
IN
IN
G B
U
IL
D
IN
G V
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E A
T E
D S
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D
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L E
Y
D E
S
IG
N E
D B
Y
O C
T O
B E
R
E
R E
D M
O N
K J
O N
E S
1A-612
F
IN
IS
H K
E Y
A R
M Y R
E S
E R
V E C
E N
T E
R M
B A
R N
E T
T
R
E V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T
/2
W
2Q R
R
_P la ns -0
CERTIFIED FINAL SUBMITTAL
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A S
H E
A -7
.d g n
A N
S I
D
C H
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Y
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Y
IS
S
U E D
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E
SHEET ID
F
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E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
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O
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C A
T E
G O
R Y C
O D
E
D E
S C
R
IP
T
IO
N
L O
U
IS
V
IL
L E
K E
N T
U C
K Y
P P ro je c ts \0
\0
C
A D
B
IM
S h e e ts \0
A rc h \A
S H
E
A -7
.d g n
-M
A R -2
:1
L O
U
IS
V
IL
L E D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G P
L
U S
A R
M Y R
E S
E R
V E C
E N
T
C A
R
-7
A S
H E
V
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L E
N O
R T
H C
A R
O L
IN
A
T R
A
IN
IN
G B
U
IL
D
IN
G V
M S U
N H
E A
T E
D S
T O
R A
G E
D
H E
N S
L E
Y
D E
S
IG
N E
D B
Y
O C
T O
B E
R
SCALE: 1"=1'-0"
4 4
9'-8"
9'-6"
2"2'-6"2"4'-0"2"2'-6"2"
WIRE MESH CAGE PANEL
STEEL TUBE
2" x 2"x 14 GAUGE
SIM
CAGE PLAN - CAGE TYPE 1
1A-711
1A-713
1A-713
1A-713
1A-714
1A-714
1A-713
SIM.
MANUFACTURER'S RECOMMENDATION.
SECURED TO THE FLOOR PER
TO SPECS.
AND 16 GAUGE SHELVES, REFER
BOTTOM WITH 14 GAUGE POST
SHELVES INCLUDING TOP AND
SHALL HAVE 5 ADJUSTABLE
X 7'-0" TALL. EACH UNIT
4'-0" WIDE X 2'-0" DEEP
HEAVY DUTY SHELVES:
C L
C L
ELEVATION DETAIL
SCALE: 3/4" = 1'-0"
2'-6"
2"
T O
P O
F P
A N
E L
REFER TO CAGE PLANS
1A-711
1A-714 1A-714
1A-714
1/2
"2
1" 0 1" 2" 3"
GRAPHIC SCALE: 12"=1'-0"
K
B L
A N
F O
R D
C A
G E D
E T
A
IL
S
1A-711
A R
M Y R
E S
E R
V E C
E N
T
FIDE NEED EQUIPMENT.
HEAVY DUTY SHELVING TO BE BID AS CFCI BONA
COLLATERAL EQUIPMENT.
WIRE MESH CAGING TO BE BID AS CFCI
NON-REMOVABLE.
ALL FASTENERS SHALL BE TAMPERPROOF AND
3.
2.
1.2
1A-711
"=1'-0"4
3GRAPHIC SCALE:
4'3'2'1'06"1'
GENERAL SHEET NOTES:
N
M
B A
R N
E T
T
T
R E
D M
O N
R
E V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T
/2
W
2Q R
R
_P la ns -0
CERTIFIED FINAL SUBMITTAL
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A S
H E
A -7
.d g n
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C A
T E
G O
R Y C
O D
E
D E
S C
R
IP
T
IO
N
L O
U
IS
V
IL
L E
K E
N T
U C
K Y
P P ro je c ts \0
\0
C
A D
B
IM
S h e e ts \0
A rc h \A
S H
E
A -7
.d g n
-M
A R -2
:2
L O
U
IS
V
IL
L E D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G P
L
U S
A R
M Y R
E S
E R
V E C
E N
T
C A
R
-7
A S
H E
V
IL
L E
N O
R T
H C
A R
O L
IN
A
T R
A
IN
IN
G B
U
IL
D
IN
G V
M S U
N H
E A
T E
D S
T O
R A
G E
D
H E
N S
L E
Y
D E
S
IG
N E
D B
Y
O C
T O
B E
R
SCALE: 1"=1'-0"
4 4
13'-8"
13'-6"
2"6'-6"2"4'-0"2"2'-6"2"
WIRE MESH CAGE PANEL
STEEL TUBE
2" x 2"x 14 GAUGE
SIM
CAGE PLAN - CAGE TYPE 2
1A-712
2"6'-7"2"6'-7"2"
1A-713
1A-713
1A-714
1A-713 1A-714
1A-713
SIM
SIM.
MANUFACTURER'S RECOMMENDATION.
SECURED TO THE FLOOR PER
TO SPECS.
AND 16 GAUGE SHELVES, REFER
BOTTOM WITH 14 GAUGE POST
SHELVES INCLUDING TOP AND
SHALL HAVE 5 ADJUSTABLE
X 7'-0" TALL. EACH UNIT
4'-0" WIDE X 2'-0" DEEP
HEAVY DUTY SHELVES:
C L
C L
ELEVATION DETAIL
SCALE: 3/4" = 1'-0"
4'-6"
2"
T O
P O
F P
A N
E L
REFER TO CAGE PLANS
1A-711
1A-714 1A-714
1A-714
1/2
"2
1" 0 1" 2" 3"
GRAPHIC SCALE: 12"=1'-0"
K
B L
A N
F O
R D
C A
G E D
E T
A
IL
S
1A-712
A R
M Y R
E S
E R
V E C
E N
T
FIDE NEED EQUIPMENT.
HEAVY DUTY SHELVING TO BE BID AS CFCI BONA
COLLATERAL EQUIPMENT.
WIRE MESH CAGING TO BE BID AS CFCI
NON-REMOVABLE.
ALL FASTENERS SHALL BE TAMPERPROOF AND
3.
2.
1.
1A-712
"=1'-0"4
3GRAPHIC SCALE:
4'3'2'1'06"1'
GENERAL SHEET NOTES:
N
M
B A
R N
E T
T
T
R E
D M
O N
/2
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T
W
2Q R
R
_P la ns -0
CERTIFIED FINAL SUBMITTAL
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A S
H E
A -8
.d g n
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C A
T E
G O
R Y C
O D
E
D E
S C
R
IP
T
IO
N
L O
U
IS
V
IL
L E
K E
N T
U C
K Y
P P ro je c ts \0
\0
C
A D
B
IM
S h e e ts \0
A rc h \A
S H
E
A -8
.d g n
-M
A R -2
:1
L O
U
IS
V
IL
L E D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G P
L
U S
A R
M Y R
E S
E R
V E C
E N
T
C A
R
-7
A S
H E
V
IL
L E
N O
R T
H C
A R
O L
IN
A
T R
A
IN
IN
G B
U
IL
D
IN
G V
M S U
N H
E A
T E
D S
T O
R A
G E
D
H E
N S
L E
Y
D E
S
IG
N E
D B
Y
O C
T O
B E
R
R R
ID
O
R R
ID
O R
5/8" CEMENT BOARD
2x WOOD BLOCKING
SEE ELECTRICAL DRAWINGS
ELECTRICAL OUTLETS,
STAINLESS STEEL TABLE G.F.G.I.
FINISH FLOOR
CERAMIC TILE
5/8" CEMENT BOARD
(18 ga.) AT 16" O.C.
3 5/8" METAL STUDS
"=1'-0"2
1SCALE: 1
SECTIONA
1A-800
PROVIDE AT EACH STUD.
TO STUD W/ #12 SCREWS.
-BOLT AND SECURE
TO FLOOR W/ 1/2" X 2" LONG
STIFFENING PLATE. SECURE
2" x 4" x 3 1/2" X 14 gauge
SEAL ENTIRE PERIMETER.
4 SIDES PROVIDING WELDED SEAMS.
(18 GA.) STAINLESS STEEL CAP, WRAP ALL
4' 2' 0 4' 8' 12'
"=1'-0"4
1GRAPHIC SCALE:
SCALE: 1/4"=1'-0"
ENLARGED KITCHEN - WALL LAYOUT PLAN
SCALE: 1/4"=1'-0"
ENLARGED KITCHEN - EQUIPMENT PLAN
KITCHEN PLAN KEYNOTES
K
B L
A N
F O
R D
E N
L A
R G
E D K
IT
C H
E N P
L A
N S
7'-8""4 318'-107'-8""8
N
1A-800
A R
M Y R
E S
E R
V E C
E N
T E
R
1 1 1
GENERAL SHEET NOTES
1A-112
1A-116
TYP.
TYP.
"8 77'-7"8
53'-210'-0""8 71'-53'-4"
"4 110"8
6'-4"1'-2"
A
A
A
B
A
3028 7 8
3D
3C
3A
3B
3E
19A 15 14
19B 19A
13b
13a 13a
13c
16B
16A
19C
LEGEND
REFER TO SHEETS 1A-540 THRU 1A-541.
INDICATES WALL TYPE CONSTRUCTION.
REFER TO DOOR SCHEDULE ON SHEET 1A-600.
INDICATES DOOR NUMBER.
3'-0"2'-0"
14b
M
B A
R N
E T
T
T
R E
D M
O N
/2
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T
4.
3.
2.
1.
INSTALLED.
LOCATIONS WITH THE ACTUAL EQUIPMENT BEING
ELECTRICAL REQUIREMENTS AND UTILITY ROUGH- IN
CONTRACTOR TO COORDINATE ALL PLUMBING AND
PERIMETER.
BE SEALED WITH CLEAR SEALANT AROUND ENTIRE
ALL ITEMS ATTACHED TO WALLS IN KITCHEN AREA SHALL
FOR GREASE INTERCEPTOR, REFER TO CIVIL DRAWINGS.
( EQUIPMENT NUMBER)
REFER TO 1A-801 FOR KITCHEN EQUIPMENT.
TO PREVENT STORM ENTRY INTO POT WASH DRAIN.
POT WASH) WITH REMOVABLE RUST-RESISTANT COVER
3'-0" x 3'-0" x 12" TALL TERRAZZO MOP BASIN (EXTERIOR
1A-460 FOR TYPES AND LOCATIONS.
STAINLESS STEEL CORNER GUARD. REFER TO DRAWING
PAPER TOWEL DISPENSER. SEE SPECIFICATIONS (A22b)
MOP HOLDER AND SHELF. SEE SPECIFICATIONS (A1)
1/2 WALL. SEE DETAIL A/1A-800.
FLOOR DRAIN - REFER TO PLUMBING DRAWINGS.
6.
5.
4.
3.
2.
1.
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T
/2
W
2Q R
R
_P la ns -0
CERTIFIED FINAL SUBMITTAL
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A S
H E
A -1
.d g n
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C A
T E
G O
R Y C
O D
E
D E
S C
R
IP
T
IO
N
L O
U
IS
V
IL
L E
K E
N T
U C
K Y
P P ro je c ts \0
\0
C
A D
B
IM
S h e e ts \0
A rc h \A
S H
E
A -1
.d g n
-M
A R -2
:0
L O
U
IS
V
IL
L E D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G P
L
U S
A R
M Y R
E S
E R
V E C
E N
T
C A
R
-7
A S
H E
V
IL
L E
N O
R T
H C
A R
O L
IN
A
T R
A
IN
IN
G B
U
IL
D
IN
G V
M S U
N H
E A
T E
D S
T O
R A
G E
D
H E
N S
L E
Y
D E
S
IG
N E
D B
Y
O C
T O
B E
R
A
A
A
A
AA
A
A
A
A
A
A
A
A 104 A
A
105A
A
B
C
D
E
F
G
H
A
A
A
A
A
53 4
A
C
D
B
1 2
SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM
WORK BAYS
TOOL / PARTS
FLAMM. STOR.
JAN.
CLO.
CONT.
WASTE STOR
MECH 103
S.A.T.S.
MEN'S RESTROOM
WOMENS
RESTROOM
VEST.
FLOOR PLAN KEYNOTES
RADON PIT LOCATION.
PROVIDE SOLID CMU BLOCK AT EXPOSED CORNERS.
ROOF ACCESS LADDER. SEE DETAILS 2A-564.
FOR DETAILS.
WIRE MESH PARTITION CAGE. SEE SHEET 2A-711
STRUCTURAL DRAWINGS.
STRUCTURAL COLUMN FOR S.A.T.S. CANOPY. REFER TO
4'-0" H x 4'-0" W TACK BOARD. REFER TO SHEET 2A-611.
NOT USED.
NOT USED.
NOT USED.
WORK BENCH. SEE DETAIL 1/2A-581.
NOT USED.
NOT USED.
OF CMU.
STAINLESS STEEL CORNER GUARDS. FULL HEIGHT
HAND WASHING SINK. SEE PLUMBING DRAWINGS.
PLUMBING DRAWINGS.
EMERGENCY EYE / SHOWER STATION. SEE
DETAILS.
TRENCH DRAIN. SEE STRUCTURAL DRAWINGS FOR
SEE DETAIL 4/2A-580.
8" DIA. CONCRETE FILLED STEEL PIPE BOLLARD, 4' TALL.
ADDITIONAL INFORMATION.
REFER TO SHEETS 2A-461 AND 2A-462 FOR
RESILIENT CORNER GUARDS, SEE DETAIL 5/2A-580.
BOTTLE FILLING STATION.
COMBINATION ELECTRIC WATER COOLERS WITH WATER
MOUNTED. MOUNT BOTTOM OF BRACKET AT 27" A.F.F. MAX.
PROVIDE 10 lb. (4A:80B:C) FIRE EXTINGUISHER BRACKET
4' W x 2' D HEAVY DUTY SHELVING. SEE SPECIFICATIONS
MOP SINK.
CONCRETE SPLASHBLOCKS AT SATS CANOPY.
DRAINAGE SYSTEM. REFER TO CIVIL DRAWINGS. PROVIDE
6" x 5" PREFINISHED DOWNSPOUT TIED TO BELOW GRADE
SOLAR SHADE SYSTEM. REFER TO SHEET 2A-611.
DETAILS.
FLOOR DRAIN. REFER TO PLUMBING DRAWINGS FOR
SEMI-RECESSED CABINET. SEE DETAIL 1/2A-580
PROVIDE 10 lb. (10A:80 B:C) FIRE EXTINGUISHER IN A
3/2A-581.
CONTAINMENT PIT WITH ALUMINUM GRATE. SEE DETAIL
SCHEDULE 2A-610.
WALK OFF CARPET TILE. REFER TO FINISH
28.
27.
26.
25.
24.
23.
22.
21.
20.
19.
18.
17.
16.
15.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
LEGEND
FOR DOOR SCHEDULE.
INDICATES DOOR TYPE. REFER TO SHEET 2A-600
FOR LOUVER TYPES.
INDICATES LOUVER TYPE. REFER TO SHEET 2A-530
FOR WINDOW TYPES.
INDICATES WINDOW TYPE. REFER TO SHEET 2A-510
FOR PARTITION TYPES.
INDICATES WALL TYPE. REFER TO SHEET 2A-540
SMOKE PARTITION
TWO HOUR RATED WALL.
GENERAL SHEET NOTES
REFER TO BID SCHEDULE.
EQUIPMENT ITEMS SHALL BE PRICED SEPARATELY.
CFCI COLLATERAL EQUIPMENT AND CFCI BONA FIDE NEED 1.
2 2
"=1'-0"8
1GRAPHIC SCALE:
24'16'8'04'8'
1 1
N
2A-201
2A-202
2A-201
2A-202
2A-401
2A-111
K
B L
A N
F O
R D
V E
H
IC
L E M
A
IN
T E
N A
N C
E S
H O
P
2A-300 2A-300
2A-3002A-300
2A-300
2A-300
A
2A-310
D
2A-311
B
2A-310
C
2A-310
E
2A-311
G
2A-312
J
2A-313
K
2A-313
I
2A-313
1112222
4 4 4 5 5 5
10b
13 13
21 21
12 12
19 19 19
14 H
2A-312
B B
25 25
25 25
8 8
15b
2A-540
F
2A-312
9 9
6 6
12 12
8 8
10b
10b
REFER TO BID SCHEDULE
SHALL BE BID AS AN OPTION.
ON THE DRAWINGS
VEHICLE MAINTENANCE SHOP AS INDICATED
ALL WORK ASSOCIATED WITH THE
VEHICLE MAINTENANCE SHOP OPTION-
SCALE: 1/8" = 1'-0"
NOTED FLOOR PLAN - BID OPTION
N O
T E
D F
L O
O R P
L A
N B
ID
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1 2
SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM
WORK BAYS
TOOL / PARTS
FLAMM. STOR.
JAN.
CLO.
CONT.
WASTE STOR
MECH 103
S.A.T.S.
MEN'S RESTROOM
WOMENS
RESTROOM
VEST.
FLOOR PLAN KEYNOTES
RADON PIT LOCATION.
PROVIDE SOLID CMU BLOCK AT EXPOSED CORNERS.
ROOF ACCESS LADDER. SEE DETAILS 2A-564.
FOR DETAILS.
WIRE MESH PARTITION CAGE. SEE SHEET 2A-711
STRUCTURAL DRAWINGS.
STRUCTURAL COLUMN FOR S.A.T.S. CANOPY. REFER TO
4'-0" H x 4'-0" W TACK BOARD. REFER TO SHEET 2A-611.
NOT USED.
NOT USED.
NOT USED.
WORK BENCH. SEE DETAIL 1/2A-581.
NOT USED.
NOT USED.
OF CMU.
STAINLESS STEEL CORNER GUARDS. FULL HEIGHT
HAND WASHING SINK. SEE PLUMBING DRAWINGS.
PLUMBING DRAWINGS.
EMERGENCY EYE / SHOWER STATION. SEE
DETAILS.
TRENCH DRAIN. SEE STRUCTURAL DRAWINGS FOR
SEE DETAIL 4/2A-580.
8" DIA. CONCRETE FILLED STEEL PIPE BOLLARD, 4' TALL.
ADDITIONAL INFORMATION.
REFER TO SHEETS 2A-461 AND 2A-462 FOR
RESILIENT CORNER GUARDS, SEE DETAIL 5/2A-580.
BOTTLE FILLING STATION.
COMBINATION ELECTRIC WATER COOLERS WITH WATER
MOUNTED. MOUNT BOTTOM OF BRACKET AT 27" A.F.F. MAX.
PROVIDE 10 lb. (4A:80B:C) FIRE EXTINGUISHER BRACKET
4' W x 2' D HEAVY DUTY SHELVING. SEE SPECIFICATIONS
MOP SINK.
CONCRETE SPLASHBLOCKS AT SATS CANOPY.
DRAINAGE SYSTEM. REFER TO CIVIL DRAWINGS. PROVIDE
6" x 5" PREFINISHED DOWNSPOUT TIED TO BELOW GRADE
SOLAR SHADE SYSTEM. REFER TO SHEET 2A-611.
DETAILS.
FLOOR DRAIN. REFER TO PLUMBING DRAWINGS FOR
SEMI-RECESSED CABINET. SEE DETAIL 1/2A-580
PROVIDE 10 lb. (10A:80 B:C) FIRE EXTINGUISHER IN A
3/2A-581.
CONTAINMENT PIT WITH ALUMINUM GRATE. SEE DETAIL
SCHEDULE 2A-610.
WALK OFF CARPET TILE. REFER TO FINISH
28.
27.
26.
25.
24.
23.
22.
21.
20.
19.
18.
17.
16.
15.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
LEGEND
FOR DOOR SCHEDULE.
INDICATES DOOR TYPE. REFER TO SHEET 2A-600
FOR LOUVER TYPES.
INDICATES LOUVER TYPE. REFER TO SHEET 2A-530
FOR WINDOW TYPES.
INDICATES WINDOW TYPE. REFER TO SHEET 2A-510
FOR PARTITION TYPES.
INDICATES WALL TYPE. REFER TO SHEET 2A-540
SMOKE PARTITION
TWO HOUR RATED WALL.
K
B L
A N
F O
R D
2A-113
V E
H
IC
L E M
A
IN
T E
N A
N C
E S
H O
P
"=1'-0"8
1GRAPHIC SCALE:
24'16'8'04'8'
SCALE: 1/8" = 1'-0"
FLOOR PLAN - BID OPTION
2 2
N O
T E
D F
L O
O R P
L A
N B
ID
O
P T
IO
N
N
2A-300
2A-204
2A-300
1 1
2A-204
2A-203
2A-204
2A-401
2A-300 2A-300
A
2A-310
D
2A-311
B
2A-310
C
2A-310
E
2A-311
G
2A-312
J
2A-313
K
2A-313
I
2A-313
11122
4 4 4 5 5 5
10b
13 13
12 12
12 12
19 19 19
14 H
2A-312
B B
26 26
26 26
8 8
15b
2A-540
2A-300
13 13
2A-300
2A-203
A
A
A
A A
AA
9 9
REFER TO BID SCHEDULE
SHALL BE BID AS AN OPTION.
AS INDICATED ON THE DRAWINGS
ADDITION OF A SECOND WORKBAY
ALL WORK ASSOCIATED WITH THE
VMS TWO BAY OPTION-
F
2A-312
10b
GENERAL SHEET NOTES
TO BID SCHEDULE.
EQUIPMENT ITEMS SHALL BE PRICED SEPARATELY. REFER
CFCI COLLATERAL EQUIPMENT AND CFCI BONA FIDE NEED1.
2 2
6 6 6
6 6
6 6
10b
M
B A
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H A
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CERTIFIED FINAL SUBMITTAL
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A S
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WALL SECTION KEYNOTES
CONCRETE BAND TO SEPARATE BRICK WORK.
PROVIDE BOND BREAKER AT TOP OF PRECAST 43.
LENGTH OF STUDS AND SEAL.
42. 5/8" WATER RESISTANT GYPSUM BOARD. EXTEND TO
3/2A-581.
41. CONTAINMENT PIT WITH ALUMINUM GRATE. SEE DETAIL
SEE DETAIL 4/2A-562.
40. PREFINISHED METAL CONDUCTOR HEAD.
DRAWINGS FOR REINFORCING.
39. 8" X 8" X 16" CMU. GROUT SOLID. REFER TO STRUCTURAL
38. HOLLOW METAL DOOR AND FRAME. SEE SHEET 2A-600.
DOOR.
37. WALL / SIDE MOUNTED MOTOR FOR VERTICAL SECTIONAL
36. VERTICAL SECTIONAL DOOR. SEE DOOR SCHEDULE 2A-600.
35. NOT USED.
34. PREFINISHED 6" X 5" METAL GUTTER.
LOCATION.
TO STRUCTURAL DRAWINGS FOR REINFORCING. SIZE AND
POLYSTRENE UNITS. CONCRETE AND REINFORCING. REFER
FROM (ICF) BUILDING SYSTEM OF STAY-IN-PLACE EXPANDED
33. 12" INSULATED SINGLE SIDE INSULATED CONCRETE
SEE STRUCTURAL DRAWINGS.
32. STRUCTURAL STEEL ROOF FRAMING FOR SATS CANOPY.
31. CONCRETE FOUNDATION FOR SATS CANOPY.
STRUCTURAL DRAWINGS.
30. STRUCTURAL STEEL COLUMN FOR SATS CANOPY. SEE
29. INSULATED METAL DOOR, SEE DOOR SCHEDULE 2A-600.
28. PREFINISHED METAL COPING. SEE DETAIL 4-5/2A-560.
27. 2 PLY MODIFIED BITUMEN ROOF SYSTEM.
COVERBOARD.
26. 1/2" EXTERIOR GLASS MAT GYPSUM SHEATHING
25. POLYISO RIGID ROOF INSULATION (R-28).
24. 1 1/2" METAL ROOF DECK.
FOR DETAILS.
23. STEEL BAR JOIST. REFER TO STRUCTURAL DRAWINGS
LAMINATED GLASS. REFER TO SHEET 2A-510 FOR DETAILS.
22. PRE-FINISHED ALUMINUM WINDOW WITH 1" INSULATED
21. SUSPENDED ACOUSTICAL CEILING
20. 5" X 6" PREFINISHED METAL DOWNSPOUT.
19. 5/8" GYPSUM BOARD. EXTEND TO HEIGHT OF I.C.F.
18. MECHANICAL EQUIPMENT. SEE MECHANICAL DRAWINGS.
17. 1 5/8" METAL STUDS @ 16" O.C. EXTEND TO HEIGHT OF ROOF.
16. PIPING. SEE PLUMBING DRAWINGS
15. NOT USED.
14. BRICK VENEER.
13. PRECAST CONCRETE BAND. SEE DETAIL 3/2A-201.
12. 16" x 4" x 8" SPLIT FACED CMU.
DRAWINGS FOR REINFORCING, SIZE AND LOCATION
CONCRETE AND REINFORCING. REFER TO STRUCTURAL
STAY-IN-PLACE EXPANDED POLYSTYRENE UNITS,
11. 8" INSULATED CONCRETE FORM (ICF) BUILDING SYSTEM OF
STRUCTURAL DRAWINGS FOR DETAILS.
10. CONCRETE FLOOR SLAB ON GRADE. REFER TO
9. THRU WALL FLASHING WITH WEEP VENTILATORS @ 24" O.C.
FOR DETAILS.
8. CONCRETE PAVEMENT. REFER TO CIVIL DRAWINGS
7. GROUT FILL.
AT SATS CANOPY. REFER TO CIVIL DRAWINGS.
SYSTEM. PROVIDE CONCRETE SPLASHBLOCKS
DOWNSPOUTS AT BELOW GRADE DRAINAGE
6. PROVIDE DOWNSPOUT BOOTS AT ALL
5. COMPACTED EARTH.
4. FINISH GRADE. REFER TO CIVIL DRAWINGS.
DRAWINGS.
3. EXPANSION JOINT MATERIAL. REFER TO STRUCTURAL
2. CAPILLARY WATER BARRIER.
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