Plans XTLF19 1020 and XTLF19 1024.pdf
PDF 17 MB Posted
- Attached to
- Repair CATM-B901, Renovate Firing Range B903
- Solicitation number
- IFB259B
View the file
Other files
| File | Type | Posted |
|---|---|---|
| IFB259B PreBid Minutes Questions and Answers.pdf | ||
| XTLF 19 1020 Repair CATM B901 Lighting Substitution Request.pdf | ||
| Federal Supplement 6-28-17.doc | DOC document | |
| IFB259B Instructions to Offeror 2.doc | DOC document | |
| General Provisions.doc | DOC document | |
| W-9 as of november 2018 per the IRS.pdf | ||
| OK20200038 1-3-2020.pdf | ||
| IFB259B Solicitation and Offer.doc | DOC document | |
| Base Access Form 0916.pdf | ||
| Specs XTLF19 1020 and XTLF19 1024.pdf | ||
| Q A Form 004.doc | DOC document | |
| PR FRM 12 Rev 4 Reps and Certs 8 Jan 2018.doc | DOC document | |
| IFB259B Schedule B.doc | DOC document |
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Text version
G002
A B B R E V
IA
T
IO
N S
1. PRIMARY HAUL ROUTE.
2. SECONDARY HAUL ROUTE TO BE USED ONLY WHEN PRIMARY ROUTE GATE IS
CLOSED.
3. POV ONLY LANE
4. PROJECT LOCATION B901 AND B903.
5. FACILITY 288 CIVIL ENGINEERING INCLUDING CONSTRUCTION MANAGEMENT.
6. FACILITY 200 PROCUREMENT.
7. FACILITY 72 VISITOR'S CENTER, USE FOR PASS APPROVAL PRIOR TO BEGINNING
WORK.
8. FACILITY 75 COMMERCIAL VEHICLE INSPECTION.
A G002
N
PROJECT LOCATION
PRIMARY INDUSTRIAL INSPECTION ENTRY
SECONDARY BASE ENTRY AND ALL VEHICLE EXIT ROUTE
POV BASE ENTRY ONLY (RESTRICTED HOURS)
LEGEND
KEYNOTES
LOCATION AND HAUL ROUTE
1. APPROVED HAUL AND ACCESS ROUTES ARE NOTED ON THE PLAN. THE CONTRACTOR SHALL
USE ONLY ACCESS ROUTES THAT ARE PREVIOUSLY APPROVED BY CONSTRUCTION
MANAGEMENT.
2. CONSTRUCTION MANAGER'S OFFICE IS LOCATED ON THE FIRST FLOOR NORTH-WEST
CORNER OF BUILDING 288
3. CONTRACTING/LOCAL PURCHASE IS LOCATED IN BUILDING 200 FIRST FLOOR SOUTH-WEST
CORNER OF BUILDING.
4. REFER TO SPEC SECTION 010000 - GENERAL PROVISIONS FOR BASE ACCESS PROCEDURES
AND RULES.
5. EXECUTION OF WORK DESCRIBED WITHIN THIS PLAN SET SHALL BE IAW 48 CFR SUBPART
25.2 - BUY AMERICAN - CONSTRUCTION MATERIALS AND ALL SUBSEQUENT PARTS RELATED
TO SUCH REFERENCE.
6. STAGING AREA TO BE ASSIGNED BY CONSTRUCTION MANAGER
GENERAL NOTES
FOX DR.
G O
T T
R D
E
LA
M R
D
NTS FOR LOCATION GENERAL REFERENCE ONLY
THIS GATE
ENTRANCE ONLY,
NO EXIT
NO EXIT
YOUNG RD.
YOUNG R
D..
C:\Users\deweyoard\BIM 360\ASRC Federal\Renovate 3FTS - F541\Project Files\3. Designs\ASRC24x36titleblock(drawingSheetsw_ogrids)-71FTW-49859.jpg
DRAWING SIZE INTENDED TO BE
24" x 36"
1 1/2"(ACTUAL SIZE)
R ev is io n N um be r D es cr ip tio n D at e
UNITED STATES AIR FORCE
AIR EDUCATION
TRAINING COMMAND
VANCE AIR FORCE BASE
ENID, OKLAHOMA
140 Channel St., Suite 205 Vance AFB, OK 73705
(580) 213-7772
CA# 07864 EXPIRES
JUNE 30, 2020
RE
PA
IR
C
AT
M
- B
1 A
ND
R
EN
OV
AT
E
FI
RI
NG
R
AN
GE
B9
DRAWN BY:
DATE:
PROJECT NO.:
CHECKED BY:
15 May 2020
XTLF 19-1020 &
19-1024
DESIGN STAGE:
DATE: 15 May 2020PROJECT # XTLF 19-1020 & XTLF 19-1024
CWTCWT
FOR CONSTRUCTION
B9014
B903
ELAM RD.
G O
T T
R D
GOAD R
D.
M
IACHI AVE.
CIVIL
DIMS
ARCH
DIMS
AXXX B
D
A
C
ABBREVIATIONS SYMBOLS
EXTERIOR
ELEVATION
SECTION MARKER
INTERIOR
ELEVATION
MARKER
DETAIL MARKER
A
AXXX
VIEW REFERENCE
SHEET REFERENCE
VIEW REFERENCE
SHEET REFERENCE
VIEW REFERENCE
SHEET REFERENCE
VIEW REFERENCE
SHEET REFERENCE
W-#WALL TYPE
MARKER
###DOOR NUMBER
MARKER
WINDOW NUMBER
MARKER
ROOM NUMBER
MARKER ###
ROOM NAME
AB
BR
EV
IA
TIO
NS
C:\Users\deweyoard\BIM 360\ASRC Federal\Renovate 3FTS - F541\Project Files\3. Designs\ASRC24x36titleblock(drawingSheetsw_ogrids)-71FTW-49859.jpg
DRAWING SIZE INTENDED TO BE
24" x 36"
1 1/2"(ACTUAL SIZE)
R ev is io n N um be r D es cr ip tio n D at e
UNITED STATES AIR FORCE
AIR EDUCATION
TRAINING COMMAND
VANCE AIR FORCE BASE
ENID, OKLAHOMA
140 Channel St., Suite 205 Vance AFB, OK 73705
(580) 213-7772
CA# 07864 EXPIRES
JUNE 30, 2020
RE
PA
IR
C
AT
M
- B
1 A
ND
R
EN
OV
AT
E
FI
RI
NG
R
AN
GE
B9
DRAWN BY:
DATE:
PROJECT NO.:
CHECKED BY:
15 May 2020
XTLF 19-1020 &
19-1024
DESIGN STAGE:
DATE: 15 May 2020PROJECT # XTLF 19-1020 & XTLF 19-1024
CWTCWT
FOR CONSTRUCTION
0'-11 4" 0.11'
AXXX
A
AXXX
A
GOVERNMENT FURNISHED
CONTRACTOR INSTALLED ITEMS
1. CONTRACTOR REQUEST FROM CONSTRUCTION
MANAGER ALL GFCI IDENTIFIED ITEMS.
G003
REMOVE AND REPLACE EXISTING
SIDEWALK AND CURB. TO PROVIDE
POSITIVE DRAINAGE AWAY FROM
BUILDING FOUNDATION
NEW 2FT WIDE CAST-IN-PLACE
CONCRETE FLUME
NEW 2FT WIDE CAST-IN-PLACE CONCRETE
FLUME, TYPICAL, MATCH TOP OF EXISTING
GRADE. CAST TO CREATE POSTIVE DRAINAGE
AWAY FROM BUILDING. SLOPE TOO MATCH
EXISTING DITCH, SEE DETAIL C501
EXISTING INLET HEADWALL
F901 EXISTING GUTTER
DOWNSPOUT
EXISTING SECURITY FENCE
F901
F903 FIRING RANGE
F903 - BULLET TRAP
EXISTING EARTH BERM
EXISTING OUTLET HEADWALL
EXISTING CONCRETE
FLUME OUTFALL
EXISTING CULVERT
F903 EXISTING GUTTER
DOWNSPOUT. MODIFY OUTLET TO
DIRECT FLOW ONTO FLUME.
SEE SHEET 3/S101 FOR
NEW CMU WALL DETAILS
EXISTING
CONCRETE
GUTTER
CLEAN ENTIRE LENGTH OF
GUTTER AND REPLACE
EXISTING
STEEL SCREEN IN-KIND AT
CONCRETE GUTTER OUTLET
EXISTING 12" CMU WINGWALL.
REMOVE CMU AT NEW
FLOW LINE TO DIRECT FLOW
INTO NEW CONCRETE FLUME
EXISTING CONCRETE SIDEWALK
MAINTAIN EXISTING
DITCH TO PROVIDE
POSITIVE DRAINAGE
TO CULVERT INLET
DRAINAGE DIRECTION
EXISTING CONCRETE DRIVE RAMP
F901 EXISTING CMU WALL
RELOCATED EXISTING HANDICAP SIGN TO ALIGN
WITH WALL. FURNISH AND INSTALL CONCRETE
PARKING BUMPER IN PARKING SPACE
C301
C501
C301
C301
C301
C101
CAST-IN-PLACE CONCRETE NOTES
A
C101
CIVIL SITE PLAN
C:\Users\deweyoard\BIM 360\ASRC Federal\Renovate 3FTS - F541\Project Files\3. Designs\ASRC24x36titleblock(drawingSheetsw_ogrids)-71FTW-49859.jpg
DRAWING SIZE INTENDED TO BE
24" x 36"
1 1/2"(ACTUAL SIZE)
R e v i s i o n
N u m b e r
D e s c r i p t i o n
D a t e
UNITED STATES AIR FORCE
AIR EDUCATION
TRAINING COMMAND
VANCE AIR FORCE BASE
ENID, OKLAHOMA
140 Channel St., Suite 205
Vance AFB, OK 73705
(580) 213-7772
CA# 07864 EXPIRES
JUNE 30, 2020
R E
P A
IR
C
A T
M
B
R
EN
O
VA
TE
FI
RI
N
G R
AN
G
E
- B
DRAWN BY:
DATE:
PROJECT NO.:
CHECKED BY:
22 MAY 2020
XTLF 19-1020 &
XTLF 19-1024
DESIGN STAGE:
DATE: 20 April 2020
FOR
CONSTRUCTION
XTLF 10-1020 REPAIR CATM - B901 & XTLF
10-1024 RENOVATE FIRING RANGE - B903
CTBCD
C
IV
IL
S
IT
E
P L
A N
SCALE: AS SHOWN
1. SUBMIT PROPOSED CONCRETE MIX DESIGN FOR REVIEW AND
APPROVAL PRIOR TO BEGINNING PLACEMENT. SUITABLE
SLUMP IS 5"±1".
2. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH AT
THE END OF 28 DAYS OF 3,500 POUNDS PER SQUARE INCH.
3. MAXIMUM AGGREGATE SIZE IS 34".
4. REINFORCING BARS SHALL 6x6xW1.4xW1.4 WELDED WIRE
FABRIC.
5. FABRICATE STEEL REINFORCEMENT ACCORDING TO THE
CONCRETE REINFORCE STEEL INSTITUTE (CRSI) "MANUAL OF
STANDARD PRACTICE".
6. FOR CONCRETE CAST AGAINST EARTH, USE 3 INCHES CLEAR
COVER. ALL OTHER LOCATIONS, 2 INCHES CLEAR COVER.
7. LIGHT BROOM FINISH SURFACES, FREE FROM TROWEL
MARKS.
8. CONTRACTION JOINTS SHOULD BE PROVIDED AT 10 FEET
MAXIMUM SPACING. GENERALLY A TROWELED EDGE WITH 18"
RADIUS AND 1" DEEP SHOULD BE PROVIDED TO CONTROL
CRACKING. EDGE SHOULD PLACED WHILE CONCRETE IS
PLASTIC SOON AFTER SCREEDING AND FLOATING. A
MAXIMUM OF 24 HOURS MAY BE USED FOR SAW CUTTING.
9. CONSTRUCTION JOINTS CAN BE "BUTT-TYPE" WITHOUT
DOWELS OR TIE BARS. CONSTRUCTION JOINTS SHOULD HAVE
A 18" RADIUS.
10. CLEAN EXISTING STRUCTURE OF CONCRETE SPLATTER AT
THE CONSTRUCTION MANAGERS DIRECTION.
EXISTING DRAINAGE PATH
MISCELLANEOUS NOTES
1. BARE EARTH AREAS WEST OF F903 SHOULD BE SODDED
AFTER FINAL GRADING. AREA MUST HAVE 80% OR GREATER
VEGETATION BEFORE CLOSE-OUT.
2. USE STORM WATER DRAINAGE BEST MANAGEMENT
PRACTICES DURING CONSTRUCTION TO MINIMIZE SILT BUILD
UP ON CONCRETE SURFACES.F901 EXISTING GUTTER
DOWNSPOUT. MODIFY OUTLET TO
DIRECT FLOW ONTO FLUME.
F903 EXISTING GUTTER
DOWNSPOUT. MODIFY OUTLET TO
DIRECT FLOW ONTO FLUME.
EXISTING RETAINING WALL
UTILITIES LEGEND
CONSTRUCT 6" TALL
CURB AT END OF
FLUME. WATER
DRAINAGE WILL
SHEET FLOW OVER
EXISTING SLAB.
E X
IS
T
IN
G
H
A
D E
R
NEW SLAB
EXISTING CONCRETE OVERHANG
#5 @ 16" O.C. TRANSV.
(4) #5 REBAR LONG
CONTINUOUS
3"
3"
3' - 0"
EXISTING WING
WALL TO REMAIN
R E
S
T R
U C
T U
R A
L S
H E
E T
S
EXISTING SLAB
DEMOLISH EXISTING SLAB
REMOVE AND REPLACE EXISTING SLAB
AS REQUIRED TO CONSTRUCT NEW
FOOTING AND FOUNDATION
6" CORE THROUGH
EXISTING FOUNDATION
PLACE FILTER
FABRIC AS SHOWN.
OVERLAP FLUME A
MIN OF 6"
NEW FLUME, RE:
1/C501
VARIES
3'-8" TO 6'-0"
EXISTING SLAB
REGRADE
AS SHOWN
EXISTING WALL
AND SLAB SHALL
BE PROTECTED
EXISTING TROUGH
DRAIN AT FRONT
OF BULLET TRAP.
PLACE FILTER
FABRIC AS SHOWN.
OVERLAP FLUME A
MIN OF 6"
NEW FLUME, RE:
1/C501
EXISTING SLAB
REGRADE
AS SHOWN
EXISTING
BULLET TRAP
6" end curb
1:8
R E
T A
IN
IN
G W
A L
L B
E Y
O N
D
RETAINING WALL BEYOND
DRAWING SIZE INTENDED TO BE
24" x 36"
1 1/2"(ACTUAL SIZE)
UNITED STATES AIR FORCE
AIR EDUCATION
TRAINING COMMAND
VANCE AIR FORCE BASE
ENID, OKLAHOMA
140 Channel St., Suite 205 Vance AFB, OK 73705
(580) 213−7772
CA# 07864 EXPIRES
JUNE 30, 2020
DRAWN BY:
DATE:
PROJECT NO.:
CHECKED BY:
DESIGN STAGE:
C301
R E
P A
IR
C
A T
M
B A
N D
R E
N O
V A
T E
F
IR
IN
G
R A
N G
E B
C
IV
IL
S
E C
T
IO
N S
BCD
05/11/20
XTLF 19-1024 &
19-1024
CWT
DATE: 05/11/20
FOR
CONSTRUCTION
REPAIR CATM - B901 AND RENOVATE FIRING RANGE B903
3/4" = 1'-0"C301
SECTION 1 @ WALL OPENING INFILL1
3/4" = 1'-0"C301
SECTION 2 @ NEW FLUME2
3/4" = 1'-0"C301
SECTION 3@ EXISTING TROUGH DRAIN
TIE-IN3
NOTE:
PLACE 6X6XW1.4XW1.4 WELDED WIRE MESH AT
FLUME . RE: 1/C501
R e v is io n
N u m b e r
D e s c ri p ti o n
D a te
2" 10" 10" 2"
WELDED WIRE MESH,
6x6xW1.4XW1.4
CONCRETE
EXPANSION JOINT 2% MAX. SLOPE TO DRAIN
5" THICK 3500 PSI COMPRESSIVE
STRENGTH CONCRETE SIDEWALK.
4" COMPACTED SAND
BASE
92% COMPACTED
SUB-BASE
1. SAW CONTRACTION JOINTS - 1-1/2" DEEP @ 5'-0" O.C.
IN 5' WIDE S/W
NOTE:
CUT EXISTING EIFS TO 1" ABOVE TOP OF NEW
SIDEWALK, ATTACH A DRIP EDGE FLASHING TO
BOTTOM OF EFIS AND CONTINUOUS SILICONE CAULK
ALONG EDGE AND TOP OF FLASHING
1/2" BUTYL EXPANSION PAD WITH BACKER ROD AND
SILICONE SEALANT BETWEEN FOUNDATION AND NEW
SIDEWALK.
EXISTING CURB
EXISTING SLAB/FOOTING
E X
IS
T
IN
G
W A
L
LEXISTING EIFS
NEW SIDEWALK
2-1/4" X 2-1/4" 14GA SIGN POST
GRADE
M
IN
4"
MAX.
NOTES:
1. SIGN AND BASE POSTS SHALL MEET ASTM A570-79.
2. POSTS SHALL HAVE 7/16" DIAMETER HOLES SPACED 1" ON
CENTER ALONG THE CENTER LINE OF EACH SIDE.
12" X 12" X 3'-6", POST FOOTING, 3000
PSI CONCRETE
M
IN
M A
X
3/8" HEX HEAD BOLT,
SECURED WITH
WASHER AND NUT
M
IN
2.5" x 2.5" 14 GA BASE POST
0.2"
0.9"
MAY VARY
0.45" TO 0.6" 24"
TYP.
RAMP/LANDING
WIDTH
A CURB RAMP SHALL HAVE A DETECTABLE
WARNING COMPLYING WITH AMERICANS
WITH DISABILITIES SECTION 705. THE
DETECTABLE WARNING SHALL EXTEND
THE FULL WIDTH OF THE CURB RAMP
(EXCLUSIVE OF FLARED SIDES) AND SHALL
EXTEND EITHER THE FULL DEPTH OF THE
CURB RAMP OR 24 INCHES (610 MM) DEEP
MINIMUM MEASURED FROM THE BACK OF
THE CURB ON THE RAMP SURFACE
2.35"
2.35"
1. DETECTABLE WARNING SURFACES SHALL CONSIST OF RAISED TRUNCATED DOMES
AND SHALL CONFORM TO THE DETAILS IN THE PLANS AND SPECIFICATIONS AND BE
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS
2. ALL DETECTABLE WARNING SURFACES SHALL START AT BACK OF CURB, MEASURE
24" IN DEPTH AND COVER THE COMPLETE WIDTH OF THE RAMP AREA 48" MINIMUM
3. WIDTH PER RAMP DETAIL OR AS CALLED OUT ON PLANS (48" MIN.)
4. ALL RAMPS AND DETECTABLE WARNING SURFACES SHALL BE ALIGNED
PERPENDICULATR TO BACK OF CURB
5. RAMPS SHALL BE CENTER LINE ALIGNED WITH RAMP ON OPPOSITE SIDE OF STREET,
IF APPLICABLE TO SITUATION
RAMP CONSTRUCTION NOTES
CURB AND GUTTER
1:50 S
LO
PE
EXISTING
EXTERIOR WALL
SIDEWALK
SLAB
TIE INTO EXISTING
CURB
LANDING
1:12
SLOPE
DETECTABLE
WARNING
DRAWING SIZE INTENDED TO BE
24" x 36"
1 1/2"(ACTUAL SIZE)
UNITED STATES AIR FORCE
AIR EDUCATION
TRAINING COMMAND
VANCE AIR FORCE BASE
ENID, OKLAHOMA
140 Channel St., Suite 205 Vance AFB, OK 73705
(580) 213−7772
CA# 07864 EXPIRES
JUNE 30, 2020
DRAWN BY:
DATE:
PROJECT NO.:
CHECKED BY:
DESIGN STAGE:
C501
R E
P A
IR
C
A T
M
B A
N D
R E
N O
V A
T E
F
IR
IN
G
R A
N G
E B
C
IV
IL
D
E T
A
IL
S
BCD
04/21/20
XTLF 19-1024 &
19-1024
CT
DATE: 04/21/20
FOR
CONSTRUCTION
REPAIR CATM - B901 AND RENOVATE FIRING RANGE B903
3" = 1'-0"C501
DETAIL SECTION @ FLUME (TYP.)1
1 1/2" = 1'-0"C501
DETAIL @ NEW SIDEWALK TO EXISTING
CURB AND BUILDING2
1" = 1'-0"C501
DETAIL @ SIGN POST5
1" = 1'-0"C501
DETAIL @ DETECTABLE WARNINGS4
3" = 1'-0"C501
TYPE "C" CURB RAMP3
NOT TO SCALE
R e v is io n
N u m b e r
D e s c ri p ti o n
D
S101
2 19' - 8"
S101
C301
C301
C301
CLEAR OPENING
6' - 0"
S101
S101
F903 Top of Slab
-1' - 8"
19' - 8"
CONTRACTOR TO VERIFY
C O
N T
R A
C T
O R
T O
V E
R
IF
Y
EXISTING CMU
WALL TO REMAIN
EXISTING CMU
WALL TO REMAIN
CMU HEADER TO REMAIN
NEW CMU WALL
NOTE THIS VIEW:
SOUND ATTENUATION PADS AND OSB NOT SHOWN THIS
VIEW . PROVIDE NEW SOUND ATTENUATION PADS ON
MARINE GRADE OSB ATTACH IN A WORKMAN LIKE QUALITY
IDENTICAL TO SURROUNDING PADS
72"
S101
F903 Top of Slab
-1' - 8"
E X
IS
T
IN
G
A
D E
R
NEW SLAB
EXISTING CONCRETE
OVERHANG
#5 @ 16" O.C. TRANSV.
(4) #5 REBAR LONG
CONTINUOUS
3"
3"
36"
MAINTAIN LEVEL NEW TOP
OF SLAB WITH EXISTING
TOP OF SLAB
NEW CMU WALL SOLID GROUT FILL
BOND BEAM: EVERY 4TH COURSE,
HORIZONTAL REINFORCING #5 @ 48" O.C.
VERTICAL REINFORCING: #5 @ 24" O.C.
GROUT FILL TO CLOSE
GAP AS REQUIRED
EXISTING WING
WALL TO REMAIN
N E
W C
M U
W A
L L
RE: C301 SHEET FOR
DRAINAGE
24X24" RUBBER SOUND
ATTENUATION PAD
ATTACHED TO OSB
MARINE GRADE OSB,
ATTACHED TO CMU
NOTE:
4,000 PSI CONCRETE SHALL BE USED
FOR FOOTING AND FOUNDATION
GALVANIZED STEEL
HEADER PLATE EXTEND ^"
OBER JAMB
OPENING JAMB (BEYOND)
#5 REBAR IN GROUT FILLED
BOND BEAM CELLS
EXISTING WALL TO REMAIN
#5 REBAR IN GROUT FILLED
CELLS, TIE TO HORIZ. #5 BARS
AT BOND BEAM HEADER
PROVIDE NEOPRENE PAD AT
JOINT WITH BACKER ROD EACH
SIDE OF JOINT, SEAL WITH
SILICONE RUBERIZED SEALANT
DRAWING SIZE INTENDED TO BE
24" x 36"
1 1/2"(ACTUAL SIZE)
UNITED STATES AIR FORCE
AIR EDUCATION
TRAINING COMMAND
VANCE AIR FORCE BASE
ENID, OKLAHOMA
140 Channel St., Suite 205 Vance AFB, OK 73705
(580) 213−7772
CA# 07864 EXPIRES
JUNE 30, 2020
DRAWN BY:
DATE:
PROJECT NO.:
CHECKED BY:
DESIGN STAGE:
S101
R E
P A
IR
C
A T
M
B A
N D
R E
N O
V A
T E
F
IR
IN
G
R A
N G
E B
F
I N
F
IL
L A
T C
M U
W A
L L
O P
E N
IN
G
BCD
05/20/20
XTLF 19-1024 &
19-1024
Checker
DATE: 05/20/20
FOR
CONSTRUCTION
REPAIR CATM - B901 AND RENOVATE FIRING RANGE B903
1/2" = 1'-0"S101
PLAN @ B903 WALL OPENING INFILL1
1/2" = 1'-0"S101
ELEVATION @ B903 WALL OPENING INFILL2
3/4" = 1'-0"S101
SECTION @ WALL OPENING INFILL3
N
1" = 1'-0"S101
SECTION @ CMU OPENING HEADER4
1" = 1'-0"S101
DETAIL @ CMU OPENING JAMB (TYP.)5
R e v is io n
N u m b e r
D e s c ri p ti o n
D
DN
CLASSROOM
OFFICE
ARMORYMECHREPAIR SHOP
MEN
WOMEN
JANITOR
WEAPON
CLEANING
STORAGE
F903 FIRING
RANGE
F903 RANGE
I102
PROVIDE 12" BLOCK
CMU INFILL TO
EXISTING OPENING
S101
NEW
LAUNDRY
NEW DRESSING
AREA / SHOWER
B903B901
B903B901
REMOVE ALL SOUND ATTENUATION
PANNELS FROM EXISTING WING
WALL, PATCH ALL PENETRATIONS
WITH NON-SHRINK GROUT
DRAWING SIZE INTENDED TO BE
24" x 36"
1 1/2"(ACTUAL SIZE)
UNITED STATES AIR FORCE
AIR EDUCATION
TRAINING COMMAND
VANCE AIR FORCE BASE
ENID, OKLAHOMA
140 Channel St., Suite 205 Vance AFB, OK 73705
(580) 213−7772
CA# 07864 EXPIRES
JUNE 30, 2020
DRAWN BY:
DATE:
PROJECT NO.:
CHECKED BY:
DESIGN STAGE:
I101
R E
P A
IR
C
A T
M
B A
N D
R E
N O
V A
T E
F
IR
IN
G
R A
N G
E B
C O
M P
O S
IT
P
L A
N F
A
N D
F
BCD
05/20/20
XTLF 19-1024 &
19-1024
Checker
DATE: 05/20/20
FOR
CONSTRUCTION
REPAIR CATM - B901 AND RENOVATE FIRING RANGE B903
1/8" = 1'-0"I101
F901 & 903 PROPOSED PLAN1 N
0 4'-0" 8'-0" 16'-0"
SCALE: 1/8" = 1'-0"
R e v is io n
N u m b e r
D e s c ri p ti o n
D
I201
I201 109
I201 2
I201
12LAUNDRY
DRESSING/SHOWER
ROOM
I201
14Sim
S im
I201
4' - 11 1/2" 3' - 5"
0' - 5"
/2
C L
E A
R
M
IN
NEW UPPER
CABINETS
NEW
LOCKERS
NEW WALL HUNG
BOTTLE FILL STATION
/2
2' - 10 1/2"
4' - 11 1/2"
0' - 6"
8' - 11 1/2"
/2
NEW TOILET
NEW WALL
HUNG SINK
NEW TOILET
NEW WALL
HUNG SINK
I401
DRYER WASHER
I201
PROTECT THIS WALL DURING DEMO
PROTECT GWB
ON HALL SIDE
PROTECT EXISTING FRAME, REMOVE DOOR
AND HINGES, FILL HOLES AND REPAINT
DEMO WALL,
DOOR AND
FRAME
REMOVE EXISTING
WATER FOUNTAIN
REMOVE EXISTING
FIXTURES, RETAIN
PROTECT HOOK-UPS AND
MOUNT BRACKETS FOR NEW
FIXTURES
SAWCUT EXISTING
CONCRETE FLOOR
AND REMOVE FOR
NEW SHOWER FLOOR
34 1/2"
/4
EXISTING SINK
AND COUNTER
DRAWING SIZE INTENDED TO BE
24" x 36"
1 1/2"(ACTUAL SIZE)
UNITED STATES AIR FORCE
AIR EDUCATION
TRAINING COMMAND
VANCE AIR FORCE BASE
ENID, OKLAHOMA
140 Channel St., Suite 205 Vance AFB, OK 73705
(580) 213−7772
CA# 07864 EXPIRES
JUNE 30, 2020
DRAWN BY:
DATE:
PROJECT NO.:
CHECKED BY:
DESIGN STAGE:
I102
R E
P A
IR
C
A T
M
B A
N D
R E
N O
V A
T E
F
IR
IN
G
R A
N G
E B
F
W O
R K
A R
E A
P L
A N
BCD
05/20/20
XTLF 19-1024 &
19-1024
Checker
DATE: 05/20/20
FOR
CONSTRUCTION
REPAIR CATM - B901 AND RENOVATE FIRING RANGE B903
1/2" = 1'-0"I102
F901 AREA OF WORK - ENLARGED FLOOR
PLAN2
1/2" = 1'-0"I102
F901 AREA OF WORK - ENLARGED
DEMOLITION PLAN1 N N
EXISTING WORK ROOM
EXISTING OFFICE (LIMITED
WORK)
EXISTING WORK ROOM (NO WORK) EXISTING MECHANICAL ROOM, RE: PLUMBING
AND MECHANICAL PLANS
EXISTING MEN'S ROOM
EXISTING WOMEN'S ROOM
EXISTING WORK ROOM (NO WORK)
EXISTING OFFICE (LIMITED
WORK)
0 1'-0" 2'-0" 4'-0"
SCALE: 1/2" = 1'-0"
R e v is io n
N u m b e r
D e s c ri p ti o n
D
B901 FINISHED FLOOR
0' - 0"
CASED OPENING,
FRAME IDENTICAL TO
OTHER OPENINGS,
MATCH EXISTING
FRAM COLORS
NEW TEXTURED
CEILING
TEXTURE
AND PAINT
EQUIPMENT
BY OTHERS
DOOR IN WALL
BEYOND
B901 FINISHED FLOOR
0' - 0"
NEW 3-0 X 7-0
DOOR
NEW SUPPLY
CABINET
B901 FINISHED FLOOR
0' - 0"
EQUIPMENT BY OTHERS
TEXTURE
AND PAINT
NEW WALL
NEW UPPER
CABINETS
B901 FINISHED FLOOR
0' - 0"
TEXTURE AND
PAINT NEW GWB
B901 FINISHED FLOOR
0' - 0"
ADA MIRROR
T
IL
E H
E
IG
H T
F O
R D
R E
S S
IN
G
A R
E A
O N
L Y
MOLD RESISTANT
GWB, TEXTURE AND
PAINT
NEW 3'-0" X 7'-0"
DOOR
WALL MOUNT LED
LIGHT
I501
/2
GOVERNMENT FUNISHED
CONTRACTOR INSTALLED
18"
B901 FINISHED FLOOR
0' - 0"
SHOWER
CURTAIN BY
OTHERS
LOCKERS, 4 LOCKERS WITH
A MINIMUM OPENING
CLEARANCE OF 24" X 24"
CERAMIC TILE
FOLD-UP
DRESSING
BENCH
MOLD RESISTANT
GWB PAINTED
WET RATED GWB
TEXTURE AND
PAINT
SOLID SURFACE TOP,
ADJUST TO MEET
HEIGHT OF LOCKERS
PROVIDE GAP FILL USING
WET APPLICATION
PLYWOOD PAINTED AND
SEALED ALL SIDES,
CAULK ALL FOUR EDGES
PROVIDE ROD, SECURE
TO BLOCKING AND SEAL
T
IL
E H
E
IG
T
D
R E
S S
IN
G
A R
E A
O N
L Y
GFCI SOAP
DISPENSER
B901 FINISHED FLOOR
0' - 0"
T O
B O
T T
O M
O F
F
LE
C
T
IV
E S
U R
F A
C E
MOLD RESISTANT
GWB, TEXTURE AND
PAINT
T
IL
E H
E
IG
H T
F O
R D
R E
S S
IN
G
A R
E A
O N
L Y
MOLD RESISTANT
GWB, TEXTURE AND
PAINT
NEW
LOCKERS
NEW SOLID SURFACE
NEW WALL MOUNT
LED LIGHT
R O
B E
T
O W
E L
H O
O K
S
SOAP
DISPENSER
MIRROR
TOWEL
DISPENSER
B901 FINISHED FLOOR
0' - 0"
MOLD RESISTANT
GWB, TEXTURE
AND PAINT
T
IL
E H
E
IG
H T
F O
R D
R E
S S
IN
G
A R
E A
O N
L Y
NEW MOLD
RESISTANT GWB
CEILING, TEXTURE
AND PAINT
WALL MOUNT
LED LIGHT
TOWEL DISPENSER,
GOVERNMENT FURNISHED,
CONTRACTOR INSTALLED
CLOSER, 5LB MAX
OPENING
RESISTANCE
B901 FINISHED FLOOR
0' - 0"
1' - 11 1/2"
T
IL
E H
E
IG
H T
F O
R S
H O
W E
R S
T A
L L
O N
L Y
C O
N T
R A
C T
O
S
A
L L
V E
R
IF
Y C
E
IL
IN
G
H E
IG
H
T F
O R
O R
D E
R P
U R
P O
S E
SWALL BEYOND
SHOWER ROD
CURTAIN BY
OTHERS
A L
IG
N
T O
C L O
F H
E A
D A
T T
A C
H M
E N
T
B901 FINISHED FLOOR
0' - 0"
/2
PROVIDE HAND HELD
SLIDE RAIL THAT IS
WEIGHBEARING
GRAB BAR
15"
B901 FINISHED FLOOR
0' - 0"
0' - 6"
FOLD-UP
SHOWER SEAT
1' - 6"
TRANSFER VALVE
MIXING VALVE
2%
0' - 8 1/2"
1' - 4 1/2"
1' - 7"
B901 FINISHED FLOOR
0' - 0"
SHOWER CURTAIN
BY OTHERS
2%
BARRIER FREE
DRAIN
IN WALL SHELF, PROVIDE A 2%
SILL PLATE SLOPE TOWARDS
SHOWER SPACE FOR POSITIVE
DRAINAGE
B901 FINISHED FLOOR
0' - 0"
12"
/2
" 3
48"
EXISTING TILE TO REMAIN
PROVIDE NEW GRAB
BAR AT SIDE, GROUT
FILL ANY ABANDONED
TILE PENETRATIONS
PAINT EXISTING WALL
AND CEILING, REPAIR
ANY DAMAGED
AREAS, (TYP.)
B901 FINISHED FLOOR
0' - 0"
12"24"
WC
EXISTING TILE
TO REMAIN
M
IR
R O
R
MIRROR, MEASURE TO
BOTTOM OF REFLECTIVE
SURFACE FOR MOUNTING
HEIGHT
ONE PIECE WC
INTEGRAL
SINK SHROUD
B901 FINISHED FLOOR
0' - 0"
NEW WATER FILL
STATION
REPAIR EXISTING WALL AS
A RESULT OF REMOVING
EXISTING WATER FOUNTAIN,
MATCH EXISTING.
NEW SERVER RACK CABINET,
RE: NOTES, E101SHEETS FOR
COMMUNICATIONS AND
ELECTRICAL REQUIREMENTS
VISUAL
REFERENCE
ONLY, NIC
M
IN
0' - 4"
SPACING FROM THE WALL AND
CEILING PER MANUFACTURES
REQUIREMENTS, BOD: TRIPP-
LITE, 25" x 23.63" x 33.5"
LOCKABLE 12U WALL MOUNT
CABINET
DRAWING SIZE INTENDED TO BE
24" x 36"
1 1/2"(ACTUAL SIZE)
UNITED STATES AIR FORCE
AIR EDUCATION
TRAINING COMMAND
VANCE AIR FORCE BASE
ENID, OKLAHOMA
140 Channel St., Suite 205 Vance AFB, OK 73705
(580) 213−7772
CA# 07864 EXPIRES
JUNE 30, 2020
DRAWN BY:
DATE:
PROJECT NO.:
CHECKED BY:
DESIGN STAGE:
I201
R E
P A
IR
C
A T
M
B
A
N D
R E
N O
V A
T E
F
IR
IN
G
R A
N G
E B
IN
T
E R
IO
R
E L
E V
A T
IO
N
S
F
BCD
05/20/20
XTLF 19-1024 &
19-1024
Checker
DATE: 05/20/20
FOR
CONSTRUCTION
REPAIR CATM - B901 AND RENOVATE FIRING RANGE B903
1/2" = 1'-0"I201
LAUNDRY NORTH1
1/2" = 1'-0"I201
LAUNDRY SOUTH2
1/2" = 1'-0"I201
LAUNDRY EAST3
1/2" = 1'-0"I201
LAUNDRY WEST WALL4
1/2" = 1'-0"I201
DRESSING AREA NORTH5
1/2" = 1'-0"I201
DRESSING AREA SOUTH6
1/2" = 1'-0"I201
DRESSING AREA EAST7
1/2" = 1'-0"I201
DRESSING AREA WEST8
1/2" = 1'-0"I201
SHOWER NORTH WALL9
1/2" = 1'-0"I201
SHOWER SOUTH WALL10
1/2" = 1'-0"I201
SHOWER EAST WALL11
1/2" = 1'-0"I201
SHOWER WEST WALL12
1/2" = 1'-0"I201
TOILET NORTH13
1/2" = 1'-0"I201
TOILET WEST14
EQUIPMENT
BY OTHERS
1/2" = 1'-0"I201
ELEVATION @ NEW BOTTLE FILL STATION15
1/2" = 1'-0"I201
ELEVATION @ NEW SERVER CABINET16
REPAIR ANY DAMAGE
TO WALL AS PART OF
INSTALATION, PAINT AS
REQUIRED, MATCH
EXISTING
NOTE:
JANITOR
CLOSET
R e v is io n
N u m b e r
D e s c ri p ti o n
D
EXISTING FRAMING
TO REMAIN
GROUT IN PLACE METAL
COVE PROFILE, BOD:
SCHLUTER - DILEX-HKS
12"x24" TILE
NEW 5/8" MOLD
RESISTANT GWB AT
CEILING AND WALLS,
TEXTURE AND PAINT
GROUT IN PLACE
METAL EDGE TRIM,
BOD: SCHLUTER
QUADEC
SLIP RESISTANT
CERAMIC FLOOR TILE
B901 FINISHED FLOOR
0' - 0"
FULL DEPTH BLOCKING
EXISTING FRAMING TO REMAIN
PROVIDE CONTINUOUS
WATERPROOF
MEMBRANE LAP UP
WALL
12"X 24" TILE AT
WALL SURFACE
MATCHING 4"X4"
TILE AT SHOWER
CEILING
WATERPROOF BACKER
BOARD, PROVIDE BONDED
SHEET MEMBRANE AT ALL
SEAMS AT A MIN OF 3"
EACH SIDE
WET RATED GWB,
TEXURE AND PAINT
12X24" TILE
STUD: 16" O.C.
362PDS162-43
(YELLOW)
2%
1' - 4"
B901 FINISHED FLOOR
0' - 0"
2x12 BLOCKING, SECURE TO
STUDS WITH 1X SHIMS,
SCREWED TO FLANGE TOP
AND BOTTOM, SET ON 2X4
SCREWED EACH SIDE OF
FLANGE
B901 FINISHED FLOOR
0' - 0"
E X
IS
T
IN
G
W A
L L
T O
R E
M A
IN
STUD: 16" O.C.
362PDS162-43
(YELLOW)
EXISTING FRAMING TO REMAIN
GROUT IN PLACE METAL
EDGE TRIM, BOD:
SCHLUTER QUADEC
2x12 BLOCKING, SECURE TO
STUDS WITH 1X SHIMS,
SCREWED TO FLANGE TOP
AND BOTTOM, SET ON 2X4
SCREWED EACH SIDE OF
FLANGE
NEW LED LIGHT
EXISTING FRAMING
TO REMAIN
6" SOUND BATT INSULATION
NEW 5/8" GWB, TEXTURE
AND PAINT TO MATCH
OFFICE SPACE
12X24" TILE
WATER PROOF BACKER
BOARD, PROVIDE BONDED
SHEET MEMBRANE AT ALL
SEAMS AT A MIN 3" OVERLAP
EACH SIDE
FULL DEPTH
BLOCKING
GRAB BAR
B901 FINISHED FLOOR
0' - 0"
E X
IS
T
IN
G
F R
A M
IN
G
A N
D
W
A L
L T
O R
E M
A
IN
FULL DEPTH BLOCKING
1' - 0"
UPPER CABINET
EQUIPMENT
BY OTHERS
STUD: 550PDS163-43 (YELLOW)
DRAWING SIZE INTENDED TO BE
24" x 36"
1 1/2"(ACTUAL SIZE)
UNITED STATES AIR FORCE
AIR EDUCATION
TRAINING COMMAND
VANCE AIR FORCE BASE
ENID, OKLAHOMA
140 Channel St., Suite 205 Vance AFB, OK 73705
(580) 213−7772
CA# 07864 EXPIRES
JUNE 30, 2020
DRAWN BY:
DATE:
PROJECT NO.:
CHECKED BY:
DESIGN STAGE:
I301
R E
P A
IR
C
A T
M
B A
N D
R E
N O
V A
T E
F
IR
IN
G
R A
N G
E B
F
W A
L L
S E
C T
IO
N
S
BCD
05/20/20
XTLF 19-1024 &
19-1024
CS
DATE: 05/20/20
FOR
CONSTRUCTION
REPAIR CATM - B901 AND RENOVATE FIRING RANGE B903
1" = 1'-0"I301
SECTION @ TYP WALL FRAMING1
1" = 1'-0"I301
SECTION @ SHOWER WALL SEAT4
1" = 1'-0"I301
SECTION @ DRESSING SEAT MOUNT3
1" = 1'-0"I301
SECTION @ WALL HUNG SINK2
1" = 1'-0"I301
SECTION @ SHOWER WALL WITH GRAB
BAR BLOCKING5
1" = 1'-0"I301
SECTION @ LAUNDRY UPPER CABINET
WALL6
STUD: 16 " O.C.
362PDS162-43
(YELLOW)
0 6" 1'-0" 2'-0"
SCALE: 1" = 1'-0"
R e v is io n
N u m b e r
D e s c ri p ti o n
D
I501
I301
I301
I301
I301
VCT MATCH
EXISTING
NON-SKID
CERAMIC TILE
I501
I301
I301
LOCKERS
PROVIDE 2X4 BLOCKING
FOR SHOWER ROD
ATTACHMENT
PROVIDE 2X4 BLOCKING
FOR SHOWER ROD
ATTACHMENT
COMMERCIAL/HOTEL
GRADE SHOWER ROD:
PROVIDE AS PART OF
CONTRACT
NIC: SHOWER CURTAIN
AND RINGS
NEW WALL HUNG SINK
FOLD -UP
DRESSING BENCH
USE EXISTING DOOR FRAME, FILL
HOLES, SAND AND REPAINT
FOLD -UP
SHOWER SEAT
GRAB BAR
SPACE FILLER
TILE TRANSITION
THRESHOLD
I501
I501
LINEAR FLOOR
DRAIN
NEW CONCRETE
LINE
2%
SLOPE FLOOR
TOWARDS DRAIN
DRAWING SIZE INTENDED TO BE
24" x 36"
1 1/2"(ACTUAL SIZE)
UNITED STATES AIR FORCE
AIR EDUCATION
TRAINING COMMAND
VANCE AIR FORCE BASE
ENID, OKLAHOMA
140 Channel St., Suite 205 Vance AFB, OK 73705
(580) 213−7772
CA# 07864 EXPIRES
JUNE 30, 2020
DRAWN BY:
DATE:
PROJECT NO.:
CHECKED BY:
DESIGN STAGE:
I401
R E
P A
IR
C
A T
M
B
A
N D
R E
N O
V A
T E
F
IR
IN
G
R A
N G
E B
E N
L A
R G
E D
P L
A N
D
R E
S S
IN
G
A R
E A
A N
D S
H O
W E
R
BCD
05/20/20
XTLF 19-1024 &
19-1024
Checker
DATE: 05/20/20
FOR
CONSTRUCTION
REPAIR CATM - B901 AND RENOVATE FIRING RANGE B903
1 1/2" = 1'-0"I401
F901 NEW LAUNDRY AND SHOWER -
ENLARGED FLOOR PLAN1
0 4" 8" 1'-4"
SCALE: 1 1/2" = 1'-0"
R e v is io n
N u m b e r
D e s c ri p ti o n
D
/2
2X4 WOOD FRAME
WET RATED GWB,
TEXTURE AND PAINT
/2
3/4" MR-GRADE "A"
PLYWOOD, PAINTED
SOLID SURFACE TOP, EXTEND
OVER TOP OF LOCKERS
R E
F E
R E
N C
E I -3
W
A L
L S
E C
T
IO
N S
2X4 RAIL, SCREW ATTACH
TO STUDS APPLY
ADHESIVE FULL LENGTH
ALL FOUR SIDES FOR
SOLID SURFACE COUNTER
ATTACHMENT
2X4 SILL
WET RATED WALL, TEXTURE
AND PAINT, (BEYOND)
PROVIDE CAULK BEAD
AT ALL 3 EDGES
PROVIDE CAULK BEAD
ALONG BOTH VERTICAL
EDGES AND
INTERSECTION WITH
UNDERSIDE OF SOLID
SURFACE MATERIAL
EXISTING FRAMED WALL
DOUBLE STUD BOX ASSEMBLY,
STUDS: 362PDS162-43 362PDT,
SECURE BOX ASSEMBLY TO TOP AND
BOTTOM TRACK WITH DEFLECTION
CLIPS
DOUBLE STUD BOX
ASSEMBLY
JAMB TAB AND ANCHOR,
SPACE ACCORDING TO FRAME
MANUFACTURER (TYP.)
EXISTING FRAMING
TO REMAIN
I501
TILE TRANSITION
THRESHOLD, NOT
TO EXCEED 1/2"
CLOSER, 5LBS
REQUIRED TO
PULL OPEN
5 KNUCLE STAINLESS
STEEL HINGE (TYP.)
MORTISE LOCK OR
LEVER AND SEPARATE
LOCK, LOCK SHALL
INDICATE OCCUPANCY
TO OUTSIDE
LINEAR BARRIER
FREE DRAIN
DASHED ITEMS ABOVE
CUT PLANE, SHOWN
FOR CLARITY AND
SCALE
BOD: SCHLUTER DILEX-HKS
INSIDE CORNER
EMBED IN CONTENTIOUS
MORTAR, ENSURE MORTAR FILLS
GAP AT CORNER, (TYP. ALL TILED
INSIDE CORNERS)
12X24" TILE, CENTER FULL TILE
ALONG EACH WALL AND WORK
TOWARDS CORNERS IN A 1/3
RUNNING BOND PATTERN, FILL
JOINTS WITH AN EPOXY GROUT
SCHLUTER OUTSIDE
CORNER, DIADEC,
(TYP.)
BOD: SCHLUTER DILEX-HKS
INSIDE CORNER
EMBED IN CEMENTOUS MORTAR,
ENSURE MORTAR FILLS ANY GAP
AT CORNER, TYP. ALL TILED
INSIDE CORNERS
I501
WATERPROOF WALL BOARD,
SEAL ALL JOINTS AND
PENETRATIONS WITH
WATERPROOF TAPE OR LIQUID
SEALANT PER MANUFACTURERS
INSTRUCTIONS
DOUBLE STUD
BOX AT EACH
END,
2% SLOPE TO DRAIN
NEW FLOOR
COVE SHAPED INSIDE METAL CORNER
12X12 NON-SLIP TILE,
EPOXY GROUT JOINTS
EXISTING CONCRETE
TO REMAIN
PROVIDE TRENCH STYLE
SHOWER DRAIN CONTINUOUS
ALONG WALL EDGE
CONTINUE SHOWER TILE
INTO DRESSING AREA
2% [No Slope]
NEW CONCRETE SHOWER FLOOR
EXISTING CONCRETE
TO REMAIN
WALL BEYOND
EXISTING
JOIST
PROVIDE BRIDGE BETWEEN
ANY JOISTS RUNNING
PARALLEL TO A NEW WALL
3-5/8" STEEL STUD
SECURE NEW STUD TO EXISTING
JOISTS WITH 12 GA CLIPS
ATTACH NEW WALL STUD TO
BRIDGE WITH DEEP LEG
DEFLECTION TRACK
NEW STUD WALL
FRAMING
DRAWING SIZE INTENDED TO BE
24" x 36"
1 1/2"(ACTUAL SIZE)
UNITED STATES AIR FORCE
AIR EDUCATION
TRAINING COMMAND
VANCE AIR FORCE BASE
ENID, OKLAHOMA
140 Channel St., Suite 205 Vance AFB, OK 73705
(580) 213−7772
CA# 07864 EXPIRES
JUNE 30, 2020
DRAWN BY:
DATE:
PROJECT NO.:
CHECKED BY:
DESIGN STAGE:
I501
R E
P A
IR
C
A T
M
B A
N D
R E
N O
V A
T E
F
IR
IN
G
R A
N G
E B
BCD
05/20/20
XTLF 19-1024 &
19-1024
Checker
DATE: 05/20/20
FOR
CONSTRUCTION
REPAIR CATM - B901 AND RENOVATE FIRING RANGE B903
1" = 1'-0"I501
DETAIL @ LOCKER TOP1
1 1/2" = 1'-0"I501
PLAN @ DRESSING AREA DOOR JAMB4
1 1/2" = 1'-0"I501
SECTION @ DOOR HEADER3
DOUBLE STUD BOX HEADER ASSEMBLY
STUD: 362PDS-163-43, TRACK
362PDT162-43, HEADER SHALL EXTEND
FULL DEPTH OF JAMB FRAMING AND BE
SECURED TO JAMB USING DEFLECTION
CLIPS ON BOTH SIDES OF WALL FRAMING
METAL DOOR FRAME FOR
STUD WALL, PAINT
1" = 1'-0"I501
Door Elevation2
1 1/2" = 1'-0"I501
ENLARGED PLAN @ SHOWER PAN5
1 1/2" = 1'-0"I501
SECTION @ SHOWER FLOOR6
3" = 1'-0"I501
DETAIL @ NEW WALL PARALELL TO
EXISTING JOISTS7
R e v is io n
N u m b e r
D e s c ri p ti o n
D a te
MEN
Finished Floor
A
.F .F
VISUAL AND TACTILE
DIFFERENTIATION OF
SYMBOLS
ROOM NUMBER WITH
BRAILLE BELOW
ROOM NAME
WITH BRAILLE
0 6" 1'-0" 2'-0"
SCALE: 1" = 1'-0"
0 4" 8" 1'-4"
SCALE: 1 1/2" = 1'-0"
0 2" 4" 8"
SCALE: 3" = 1'-0"
3" = 1'-0"I501
SIGN DETAIL8
F
D E
T A
IL
S
NOTE:
NEW CONCRETE SHOWER FLOOR SHALL
BE THE SAME THICKNESS AS
SURROUNDING FLOOR
DRAWING SIZE INTENDED TO BE
24" x 36"
1 1/2"(ACTUAL SIZE)
UNITED STATES AIR FORCE
AIR EDUCATION
TRAINING COMMAND
VANCE AIR FORCE BASE
ENID, OKLAHOMA
140 Channel St., Suite 205 Vance AFB, OK 73705
(580) 213−7772
CA# 07864 EXPIRES
JUNE 30, 2020
DRAWN BY:
DATE:
PROJECT NO.:
CHECKED BY:
DESIGN STAGE:
I601
R E
P A
IR
C
A T
M
B A
N D
R E
N O
V A
T E
F
IR
IN
G
R A
N G
E B
S C
H E
D U
L E
S
BCD
05/11/20
XTLF 19-1024 &
19-1024
CS
DATE: 05/11/20
FOR
CONSTRUCTION
REPAIR CATM - B901 AND RENOVATE FIRING RANGE B903
R e v is io n
N u m b e r
D e s c ri p ti o n
D a te
BOTTLE FILL STATION NA
4" RUBBER BASE,
MATCH EXISTING NA
LEVEL 4,IF
SURROUNDING
WALL IS
GREATER, MATCH
EXISTING MATCH EXISTING NA NA
ARMORY ACCESS HALL NA
4" RUBBER BASE,
MATCH EXISTING NA
LEVEL 4,IF
SURROUNDING
WALL IS
GREATER, MATCH
EXISTING MATCH EXISTING
MATCH
EXISTING MATCH EXISTING
SHOWER 12x12 NON SLIP TILE
STAINLESS STEEL
TRANSITION EDGE
12X 24
CERAMIC,
RUNNING BON... NA N/A
2X2 MOSAIC
CERAMIC TILE NA
DRESSING 12x12 NON SLIP TILE
STAINLESS STEEL
TRANSITION EDGE
12X 24
CERAMIC,
RUNNING BON... LEVEL 4
Olympus White
SW 6254 LEVEL 5
Olympus White
SW 6254
LAUNDRY VCT 4" RUBBER NONE LEVEL 4 Olympus White... LEVEL 4 Olympus White...
ROOM NAME FLOOR COVERING COVE BASE TILE GWB TEXTURE GWB PAINT GWB TEXTURE PAINT COLOR
WALLS CEILING
ROOM FINISH SCHEDULE
Label From Room: Name To Room: Name Material Frame Material Frame Finish Hardware
1 LAUNDRY DRESSING/SHOWER ROOM SC Maple Steel PAINTED LEVER MORTISE LOCK WITH
OCCUPANCY INDICATOR
2 N. HALL LAUNDRY Steel PAINTED
DOOR, FRAME AND HARDWARE SCHEDULE
WH-01
P-101
TIE INTO EXISTING
BUILDING DRAIN SYSTEM
2"Ø
2"Ø
EXISTING
MECHANICAL
SYSTEM
EXISTING
DUCT
P-01
P-01
P-02
P-02
P-02
P-03
P-04
P-05
STACK VENT
TIE INTO EXISTING DOMESTIC
COLD WATER LINES IN
JANITORIAL CLOSET
REPLACE EXISTING 10 GALLON
ELEVATED WATER HEATER
ADJUST SUPPORT SHELF
HEIGHT IF NECESSARY.
(ABOVE) REMOVE
EXISTING COMPRESSED
AIR DROPS AND CAP LINE
ABOVE CEILING
NEW DOMESTIC HOT AND
COLD WATER LINES 3/4"Ø
INSULATE ALL LINES ABOVE
CEILING
SAW CUT AND REMOVE SLAB FOR
INSTALLATION OF NEW BUILDING DRAIN
EXISTING FLOOR DRAINS
REPLACE EXISTING
WATER FOUNTAIN
WITH BOTTLE FILL
STATION
BF-01
60 1/2"
REMOVE SLAB AND
SLOPE FOR GRADING
TO DRAIN
SEE INTERIOR
B901 FINISHED FLOOR
0' - 0"
F901 ToW
9' - 11"
F903 Breezway Roof
8' - 1"
CLOTHES WASHER IN-WALL
DRAIN STANDPIPE
1 1/2"Ø VENT
TIE INTO EXISTING VENT STACK
LOCATED ABOVE JANITORIAL CLOSET
1 1/2"Ø
2"Ø
2"Ø
2"Ø
2"Ø
DOMESTIC HOT AND COLD
WATER SUPPLY LINES 3/4"Ø
DRYER VENT BOX
SEE M-101 FOR DUCTING
P-04
P-03 P-05
/2
5'-0" MAX
DOMESTIC HOT AND COLD
WATER BRANCH LINES 1/2"Ø
IN WALL CLEANOUT
WITH COVER PLATE
DRAWING SIZE INTENDED TO BE
24" x 36"
1 1/2"(ACTUAL SIZE)
UNITED STATES AIR FORCE
AIR EDUCATION
TRAINING COMMAND
VANCE AIR FORCE BASE
ENID, OKLAHOMA
140 Channel St., Suite 205 Vance AFB, OK 73705
(580) 213−7772
CA# 07864 EXPIRES
JUNE 30, 2020
DRAWN BY:
DATE:
PROJECT NO.:
CHECKED BY:
DESIGN STAGE:
P-101
R E
P A
IR
C
A T
M
B
A N
D
R E
N O
V A
T E
F
IR
IN
G
R A
N G
E B
P L
U M
B
IN
G P
L A
N
CLS
05/29/20
XTLF 19-1024 &
19-1024
RS
DATE: 05/29/20
100%
REPAIR CATM - B901 AND RENOVATE FIRING RANGE B903
PLUMBING NOTES
1 ALL PLUMBING WORK SHALL BE IN CONFORMANCE WITH UFC 2-420-01, THE 2019 INTERNATIONAL
PLUMBING CODE, THE 2019 INTERNATIONAL FUEL GAS CODE, AND MANUFACTURER'S
SPECIFICATIONS
2 ALL PIPING SHALL BE COORDINATED WITH CIVIL UTILITY PIPING, FIRE PROTECTION, DUCTWORK, MECHANICAL PIPING, LIGHTING, STRUCTURAL AND ARCHITECTURAL SYSTEMS.
3 PIPE CLEANOUTS SHALL BE LINE SIZE (4" MAX.). LOCATE 100' APART MAXIMUM FOR SIZES UP
THROUGH 6".
4 ALL PLUMBING VENTS THRU ROOF (VTR) SHALL BE A MINIMUM OF 10 FEET FROM MECHANICAL
EQUIPMENT OUTSIDE AIR INTAKES.
5 ACCESS PANELS SHALL BE PROVIDED FOR ALL PLUMBING VALVES LOCATED IN WALLS AND ABOVE
HARD CEILINGS. PANEL SHALL BE AS LARGE AS PRACTICAL FOR THE FUNCTION INTENDED.
6 CLEANOUTS ABOVE FLOOR SHALL BE ABOVE FLOOD LEVEL RIM OF ANY WATER CLOSETS.
7 SLOPE SOIL AND WASTE PIPE 3" AND LARGER AT 1/8" PER FT. MINIMUM, SIZE LESS THAN 3" SLOPE
1/4" PER FT. MINIMUM, UNLESS NOTED OTHERWISE.
8 ALL DRAIN, WASTE, AND VENT PIPING SHALL BE SCHEDULE 40 SOLID CORE PVC
9 ALL FRESH WATER PIPE SHALL BE PEX-A WITH APPROVED HARDWARE.
10 PROPERLY BED AND COMPACT, TOP WITH SLAB OF EQUAL THICKNESS, FINISH, AND ELEVATION.
11 INSULATE ALL DOMESTIC HOT WATER LINES AND ALL LINES OUTSIDE BUILDING THERMAL
ENVELOPE.
NOTES:
1. ALL FIXTURES SHALL COMPLY AND BE INSTALLED IN ACCORDANCE WITHCURRENT ABA STANDARDS FOR ACCESSIBLE DESIGN.
2. SEE INTEROR SHEETS FOR MOUNTING HEIGHTS.
3. TOP MOUNT WATER SUPPLY INPUTS.
4. INTEGRATED WATER HAMMER ARRESTOR WITH 1/4 TURN VALVES. MAY BE SEPERATE FROM WASHING MACHINE BOX IF KEPT ACCESSABLE FOR
REPLACEMENT.
5. MOUNTED SHOWER HEAD AND HAND-HELD SHOWER SPRAY TO BE PLUMBED AND INSTALLED PER MANUFACTURER INSTRUCTIONS.
P-05
SHOWER VALVE
ASSEMBLY GROUP
FORGED BRASS BODY, TEMPERATURE
BALANCING THERMOSTATIC MIXING VALVE,
SECONDARY VOLUME CONTROL VALVE FOR
HAND SPRAYER
WALL 1/2" 1/2" - - 1.8 GPM 1, 2, 5
P-04 LINEAR FLOOR DRAIN
STAINLESS STEEL PERFORATED DRAIN
COVER, FLANGE STRAINER
FLOOR - - 2" 1 1/2" - 1, 2
P-03 WASHING MACHINE BOX WITH FACEPLATE WALL 1/2" 1/2" 2" 1 1/2" - 2, 3, 4
P-02 LAVATORY
VITREOUS CHINA, SINGLE DECK HOLE,
OVERFLOW DRAIN, SHROUD OF MATCHED
MATERIAL AND COLOR, POLISHED
CHROMESENSOR ACTIVATED FAUCET WITH
INTEGRATED TEMPERATURE MIXER
WALL 1/2" 1/2" 1 1/2" 1 1/2" 0.5 GPM 1, 2
P-01 WATER CLOSET
VITREOUS CHINA, ONE PIECE, PRESSURE
ASSISTED, COMFORT HEIGHT, ELONGATED
BOWL 12" ROUGH-IN DISTANCE
FLOOR 3/8" - 4" 1 1/2" 1.28 GPF 1, 2
CW HW W V
MARK DESCRIPTION DETAILS MOUNTING
PIPE SIZE MAX WATER
USE
REMARKS
PLUMBING FIXTURE SCHEDULE
NOTES:
1. ROUTE WATER HEATER PAN DISCHARGE PIPE TO EXISTING JANITORIAL SINK.
2. ENSURE ALL POINT-OF-USE FIXTURES DOWNSTREAM FROM DOMESTIC WATER HEATER ARE INSTALLED WITH THEMOSTATIC
MIXING VALVES.
WH-01
ABOVE
JANITORIAL SINK
12 7.0 135 0.90 1.5 120 12.5 1
KW VOLTS AMPS PHASE
MARK LOCATION
STORAGE
GALLONS
RECOVERY
GPH AT
90°F RISE
SET
TEMP
(°F)
ENERGY
USE
FACTOR
(MIN)
ELECTRICAL
DOMESTIC WATER HEATER SCHEDULE
1/2" = 1'-0"P-101
F901 PLUMBING PLAN1
1/2" = 1'-0"P-101
F901 PLUMBING ELEVATION2
NOTES:
1.TIE INTO EXISTING DOMESTIC COLD WATER LINES,BUILDING DRAIN, AND ELECTRICAL FROM REMOVED DRINKING
FOUNTAIN.
BF-01 INWALL FRAME NONE
ELECTRONIC
SENSOR
370 120 1 1
RATED WATTS VOLTS AMPS PHASE
MARK
MOUNTING
TYPE
CHILLING
CAPACITY
ACTIVATION
TYPE
ELECTRICAL
WATER BOTTLE FILLING STATION SCHEDULE
R e v is io n
N u m b e r
D e s c ri p ti o n
D
EXISTING
MECHANICAL
SYSTEM
EXISTING
DUCT
EXISTING 12"X12"
DIFFUSER TO REMAIN
(2) 4"Ø SOLID ROUND METAL DUCT PIPE
ROUTE AROUND EXISTING MECHANICAL
AND STRUCTURAL WHILE MINIMIZING TOTAL
DEVELOPMENT LENGTH
TERMINATE TO DEDICATED
SOFFIT EXHAUST VENT WITH
INTEGRATED DAMPER
PAINT TO MATCH EXISTING SOFFIT
DRYER VENT BOX
EF-1
DRAWING SIZE INTENDED TO BE
24" x 36"
1 1/2"(ACTUAL SIZE)
UNITED STATES AIR FORCE
AIR EDUCATION
TRAINING COMMAND
VANCE AIR FORCE BASE
ENID, OKLAHOMA
140 Channel St., Suite 205 Vance AFB, OK 73705
(580) 213−7772
CA# 07864 EXPIRES
JUNE 30, 2020
DRAWN BY:
DATE:
PROJECT NO.:
CHECKED BY:
DESIGN STAGE:
M-101
R E
P A
IR
C
A T
M
B
A N
D
R E
N O
V A
T E
F
IR
IN
G
R A
N G
E B
M E
C H
A N
IC
A
L P
L A
N
CLS
05/29/20
XTLF 19-1024 &
19-1024
RS
DATE: 05/29/20
100%
REPAIR CATM - B901 AND RENOVATE FIRING RANGE B903
1/2" = 1'-0"M-101
B901 FINISHED FLOOR1
10 MECHANICAL DRAWINGS ARE SCHEMATIC IN NATURE AND ARE TO
CONVEY DESIGN INTENT ONLY. REQUIRED OFFSETS, FITTINGS AND
GENERAL INSTALLATION REQUIREMENTS ARE THE RESPONSIBILITY
OF THE CONTRACTOR.
9 ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN
ACCORDANCE WITH SHEET METAL & AIR CONDITIONING
CONTRACTORS’ NATIONAL ASSOCIATION (SMACNA) HVAC DUCT
CONSTRUCTION STANDARDS.
8 ALL PIPING, DUCTS, VENTS, ETC. EXTENDING THROUGH WALLS AND
ROOF SHALL BE FLASHED AND COUNTERFLASHED IN A WATERPROOF
MANNER.
7 PIPING AND DUCTWORK ROUTING SHOWN IS SCHEMATIC. HVAC
CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND
FITTINGS, INCLUDING DIVIDED DUCTS, REQUIRED FOR PROPER
INSTALLATION AND TO MAINTAIN CLEARANCES AS ENCOUNTERED IN
THE FIELD.
6 LIGHT FIXTURE LOCATIONS TAKE PRECEDENCE OVER DIFFUSER AND
GRILLE LOCATIONS. LOCATE DIFFUSERS AND GRILLES TO
ACCOMMODATE LIGHTING LAYOUT.
5 PROVIDE TEMPORARY FILTERS TO ALL AFFECTED AIR HANDLING
EQUIPMENT DURING CONSTRUCTION, REPLACE WITH FINAL
FILTERS UPON PROJECT COMPLETION, PRIOR TO TEST AND
BALANCE. PROVIDE ONE (1) SET OF EXTRA FILTERS FOR EACH UNIT
INSTALLED.
4 COORDINATE ACCESS DOOR REQUIREMENTS AND LOCATIONS
WITH ARCHITECT AND GENERAL CONTRACTOR.
3 ALL DUCTWORK SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS.
2 COORDINATE ALL DUCTWORK AND HVAC PIPE ROUTING WITH
OTHER TRADES PRIOR TO INSTALLATION. TRANSITION AS
REQUIRED TO ROUTE DUCTWORK UNDER STRUCTURAL JOISTS.
1 ALL HVAC EQUIPMENT SHALL BE INSTALLED PER UFC 3-410-01, THE
2019 INTERNATIONAL MECHANICAL CODE, AND MANUFACTURER'S
SPECIFICATIONS.
MECHANICAL GENERAL NOTES
NOTES:
1. FAN OPERATION TO BE CONTROLLED BY SEPARATE SWITCH FROM ROOM LIGHTING SWITCH.
2. LOCATION IS SHOWN SCHEMATICALLY, POSITION TO MINIMIZE DUCT FITTINGS AND WITHIN AVAILABLE JOIST SPACE CONSIDERATIONS.
EF-1 SHOWER ROOM 100 CFM CEILING MOUNTED 0.9 120 0.2 BACKDRAFT
MARK SERVICE MAXIMUM AIR FLOW (CFM) TYPE
SOUND
(SONES)
VOLTAGE AMPS DAMPER
EXHAUST FAN SCHEDULE
R e v is io n
N u m b e r
D e s c ri p ti o n
D
RECEPTACLES
DUPLEX RECEPTACLE (NEMA 5-20R)
DUPLEX RECEPTACLE (NEMA 5-20R), MOUNTED 8" ABOVE COUNTERTOP
GFI DUPLEX RECEPTACLE (NEMA 5-20R)
QUADRUPLEX RECEPTACLE (TWO NEMA 5-20R)
SPECIAL RECEPTACLE VERIFY NEMA TYPE WITH MANUFACTURER
SINGLE RECEPTACLE (NEMA 5-20R)
SPLIT WIRED DUPLEX RECEPTACLE (NEMA 5-20R)
DIRECT EQUIPMENT CONNECTION VERIFY CONNECTION DETAILS WITH
MANUFACTURER
CEILING MOUNTED RECEPTACLE (NEMA 5-20R)
GFI DUPLEX RECEPTACLE (NEMA 5-20R), MOUNTED 8" ABOVE COUNTERTOP
W
SWITCHES
SWITCH MOUNTED AT +48" TO THE TOP, SINGLE POLE UNLESS FOLLOWED BY
ONE OF THE BELOW ABBREVIATIONS.
* ABBREVIATIONS FOR SWITCH
2 DOUBLE POLE SWITCH
3 3-WAY SWITCH
4 4-WAY SWITCH
D DIMMER SWITCH(SHALL BE COMPATIBLE WITH FIXTURE BEING DIMMED)
F FAN SWITCH(DUAL OPERATION WITH DIMMER)
K KEYED SWITCH
M MOTOR RATED SWITCH
OS DUAL TECHNOLOGY OCCUPANCY SWITCH
V VOLUME CONTROL SWITCH
VS DUAL TECHNOLOGY VACANCY SWITCH
OS
CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR WITH SPARE DRY
CONTACTS.
PANELS AND MISC
POWER PANEL / LIGHT FIXTURE
4" X 4" JUNCTION BOX
PHONE / 2 DATA: PROVIDE 4"X4", 30-1/4 CUBIC INCH OUTLET BOX AT +18"(UON)
WITH 3/4" CONDUIT (WITH PULL STRING) ROUTED TO ACCESSIBLE CEILING SPACE
PROVIDE SINGLE GANG MUD RING WITH BLANK COVER. PROVIDE PLASTIC
BUSHINGS ON EXPOSED CONDUIT ENDS.
EQUIPMENT DISCONNECT: INTERIOR DISCONNECTS SHALL BE NEMA 1 TYPE
EXTERIOR DISCONNECTS SHALL BE NEMA 3R TYPE, SIZE AS INDICATED IN THE
PLANS AND PER NAMEPLATE RATING
J
PHONE: PROVIDE 4"X4", 30-1/4 CUBIC INCH OUTLET BOX AT +18"(UON) WITH 3/4"
CONDUIT (WITH PULL STRING) ROUTED TO ACCESSIBLE CEILING SPACE PROVIDE
SINGLE GANG MUD RING WITH BLANK COVER. PROVIDE PLASTIC BUSHINGS ON
EXPOSED CONDUIT ENDS.
ABBREVIATIONS
ELECTRICAL SYMBOLS LEGEND
A
AC
AFCI
AFF
AWG
CB
EC
EMT
EP
FMC
GFI
GR
HP
IG
LFMC
AMPERE
ABOVE COUNTER
ARC FAULT CIRCUIT INTERRUPTER
ABOVE FINISHED FLOOR
AMERICAN WIRE GAUGE
CIRCUIT BREAKER
ELECTRICAL CONTRACTOR
ELECTRICAL METALLIC TUBING
EXPLOSION PROOF
FLEXIBLE METAL CONDUIT
GROUND FAULT CIRCUIT INTERRUPTER
GROUND
HORSE POWER
ISOLATED GROUND
LIQUID-TIGHT FLEXIBLE METAL CONDUIT
MCC
NEC
NEMA
NL
PVC
TR
TYP
UG
UON
V
WP
WR
MOTOR CONTROL CENTER
NATIONAL ELECTRICAL CODE
NATIONAL ELECTRICAL
MANUFACTURERS ASSOCIATION
NIGHT LIGHT
POLYVINYL CHLORIDE
TAMPER RESISTANT
TYPICAL
UNDERGROUND
UNLESS OTHERWISE NOTED
VOLT
WEATHERPROOF
WEATHER RESISTANT
EMERGENCY LIGHT FIXTURE: CONNECT "UN-SWITCHED" HOT CONDUCTOR FROM
CIRCUIT SERVING SPACE LIGHTING.
EXIT SIGN: CONNECT "UN-SWITCHED" HOT CONDUCTOR FROM CIRCUIT SERVING
SPACE LIGHTING TO EACH EXIT SIGN.
DISCLAIMER NOT ALL ABBREVIATIONS AND SYMBOLS IN THIS LEGEND WILL BE UTILITZED.
GENERAL POWER NOTES
ALL RECEPTACLES SHALL BE GROUNDING TYPE.
COORDINATE EXACT MOUNTING HEIGHT OF EACH ABOVE COUNTER RECEPTACLE WITH
CONSTRUCTION MANAGER PRIOR TO ROUGH-IN.
COORDINATE MECHANICAL EQUIPMENT CONNECTION REQUIREMENTS WITH MECHANICAL
CONTRACTOR PRIOR TO ROUGH-IN. LOCATE FEEDERS, DISCONNECTS, AND MAINTENANCE
RECEPTACLES SO THAT THEY WILL NOT INTERFERE WITH OPERATION OR MAINTENANCE
OF MECHANICAL EQUIPMENT.
PROVIDE POWER TO MECHANICAL, PLUMBING, AND ALL OTHER EQUIPMENT AS REQUIRED
FOR PROPER OPERATION. COORDINATE AND VERIFY EACH PIECE OF EQUIPMENTS
POWER/CONTROL REQUIREMENTS PRIOR TO ORDERING RELATED ELECTRICAL
EQUIPMENT. REFER TO RELATED MECHANICAL, PLUMBING, AND OTHER RELATED
DOCUMENTS FOR LOCATIONS OF EQUIPMENT AND REQUIRED CLEARANCES AROUND
EQUIPMENT.
ALL OUTLETS LOCATED IN AREAS REQUIRING GROUND-FAULT CIRCUIT INTERRUPTER
PROTECTION PER NEC-210 SHALL CONSIST OF A GFI PROTECTED DEVICE, EVEN IF NOT
SPECIFICALLY INDICATED IN THE PLANS.
GENERAL ELECTRICAL NOTES
PLANS ARE DIAGRAMMATIC ONLY AND REPRESENT THE GENERAL SCOPE OF THE WORK.
REVIEW ALL GENERAL NOTES, SPECIFICATIONS AND PLANS FOR ADDITIONAL
REQUIREMENTS THAT MAY NOT BE SPECIFICALLY CALLED OUT IN THE PORTION OF THE
PLANS.
SPECIAL ATTENTION SHALL BE GIVEN TO ALL RACEWAYS WITHIN FINISHED AREAS
WITHOUT CEILINGS AND EXPOSED TO STRUCTURE, IN GENERAL ALL RACEWAYS SHALL BE
CONCEALED WITHIN WALLS, ABOVE STRUCTURE FINISH, OR BELOW FLOOR SLABS WHEN
SPECIFIED. WHERE EXPOSED CONDITIONS ARE NECESSARY OR UNAVOIDABLE DUE TO
OTHER CONDITIONS, THE BID SHALL INCLUDE ANY REASONABLE MEANS TO MINIMIZE THE
AMOUNT OF SURFACE MOUNTED EQUIPMENT. PRIOR TO ROUGH-IN, COORDINATE ALL
EXPOSED RACEWAY AND BOX CONDITIONS WITH CONSTRUCTION MANAGER PRIOR TO
CONSTRUCTION OF WALLS, ROOF, OR FLOOR SLABS. ATTACHMENT TO ROOF OR JOIST
WEBBINGS IS NOT ALLOWED, MAINTAIN A MINIMUM SPACING OF 1-1/2" FROM CONDUIT TO
ROOF. IN AREAS WHERE EXPOSED RACEWAYS ARE REQUIRED, INSTALL SYSTEMS SQUARE
AND TIGHT TO STRUCTURE AND PAINT TO MATCH THE STRUCTURE PER ARCHITECT
SPECIFICATIONS. FAILURE TO PROPERLY COORDINATE THE ROUTING OF EXPOSED
RACEWAYS MAY RESULT IN RELOCATION OF SUCH RACEWAYS AT NO ADDITIONAL COST TO
THE PROJECT.
OPENINGS AROUND ELECTRICAL PENETRATIONS THROUGH FIRE-RESISTANT RATED
WALLS, PARTITIONS, FLOORS, OR CEILINGS SHALL BE FIRESTOPPED USING APPROVED
METHODS TO MAINTAIN THE FIRE RESISTANCE RATING. PROVIDE PENETRATION FIRE
STOPPING WITH RATINGS DETERMINED PER ASTM E 814 OR UL 1479. FIRE STOPPING SHALL
NOT BE LESS THAN FIRE RESISTANCE RATING OF CONSTRUCTED PENETRATIONS.
FIELD MOUNTED DEVICES SUCH AS SWITCHES, MOTOR STARTERS, RECEPTACLES, ETC,
ARE SHOWN IN THEIR APPROXIMATE LOCATION. SWITCH MOUNTING HEIGHT SHALL BE 48"
ABOVE FINISHED FLOOR AND RECEPTACLE MOUNTING HEIGHT SHALL BE 18" ABOVE
FINISHED FLOOR UNLESS OTHERWISE NOTED.
INSTALL EQUIPMENT IN A MANNER TO REMAIN ACCESSIBLE WITH REASONABLE MEANS BY
THE OWNER FOLLOWING COMPLETION OF WORK, SPECIAL ATTENTION AND ADDITIONAL
COORDINATION IS EXPECTED IN AREAS OF THE BUILDING WHERE THE CEILING AND
STRUCTURE HEIGHTS HAVE SIGNIFICANTLY DIFFERENT ELEVATIONS. EQUIPMENT
REQUIRING POSSIBLE FUTURE ACCESS SHALL BE INSTALLED SUCH THAT IT MAY BE SAFELY
ACCESSED FROM A STANDARD STEP LADDER OR PERSONNEL LIFT SUITABLE FOR THE
LOCATION AND CEILING HEIGHT, WITHOUT REMOVING OR DAMAGING THE CEILING GRID
STRUCTURE.
ALL WIRING DEVICE COVERPLATES SHALL INDICATE PANELBOARD AND CIRCUIT SERVING
THE DEVICE. UTILIZE CLEAR VINYL (BLACK LETTERING) IDENTIFICATION LABELS
MANUFACTURED BY 3M COMPANY (OR APPROVED EQUIVALENT).
JUNCTION BOXES LOCATED ABOVE GRID CEILINGS SHALL BE LOCATED NO GREATER THAN
4-FEET ABOVE THE CEILING IN A LOCATION ACCESSIBLE VIA A LADDER FROM THE ROOM
BELOW.
PROVIDE A MINIMUM OF (3) SPARE 1" CONDUITS FROM RECESSED PANELBOARD, UP TO
ACCESSIBLE CEILING SPACE.
ALL WORK IS TO BE PERFORMED IN STRICT COMPLIANCE WITH NATIONAL ELECTRICAL
CODE, AND ANY UFC'S RELEVANT TO THE WORK BEING PERFORMED.
THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK, MATERIAL, AND LABOR TO SATISFY A
COMPLETE AND WORKING SYSTEM WHETHER SPECIFIED OR IMPLIED.
CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING AND NEW EQUIPMENT.
THE CONTRACTOR SHALL FURNISH AND INSTALL ALL GROUNDING SYSTEMS (AS REQUIRED)
IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE.
ALL NON-EXISTING ELECTRIC MATERIALS AND EQUIPMENT SHALL BE NEW AND UL RATED
OR EQUALLY LISTED.
ALL ELECTRICAL WORK SHALL BE COORDINATED WITH THE MECHANICAL WORK AS
CALLED FOR IN MECHANICAL SPECIFICATIONS AND PLANS.
COORDINATE ALL CEILING MOUNTED ELECTRICAL ITEMS WITH OTHER DISCIPLINES, WITH
CEILING, AND STRUCTURE REFER TO ARCHITECTURAL REFLECTED CEILING PLAN.
FIELD VERIFY LOCATIONS OF EXISTING ELECTRICAL EQUIPMENT, INCLUDING POWER
POLES, OVERHEAD AND UNDERGROUND FEEDERS, METERS, PANELS, DEVICES, ETC.
PROVIDE FOR COORDINATION WITH EXISTING EQUIPMENT.
CONDUCTORS FOR BRANCH CIRCUITS AS DEFINED IN ARTICLE 100, SHALL BE SIZED TO
PREVENT A VOLTAGE DROP EXCEEDING 3% AT THE FARTHEST LOAD, AND WHERE THE
MAXIMUM TOTAL VOLTAGE DROP ON BOTH FEEDERS AND BRANCH CIRCUITS TO THE
FARTHEST LOAD DOES NOT EXCEED 5%.
UNLESS OTHERWISE NOTED PROVIDE MINIMUM #8 AWG CONDUCTORS IN 1" CONDUIT(S)
FOR ALL UNDERGROUND SITE POWER AND LIGHTING CIRCUITS. INCREASE CONDUCTOR
AND RELATED CONDUIT SIZE AS NOTED OR OTHERWISE REQUIRED TO LIMIT VOLTAGE
DROP TO LESS THAN 5% FOR THE ENTIRE LENGTH OF THE SYSTEM.
EXISTING ELECTRICAL AND
DEMOLITION NOTES
PRIOR TO SUBMITTING BID, VISIT THE JOB SITE AND BECOME FULLY ACQUAINTED WITH
THE EXISTING CONDITIONS OF THE FACILITY AND RELATED SITE. REVIEW THE GENERAL
NOTES AND ALL OTHER TRADE PLANS FOR ADDITIONAL REQUIREMENTS THAT MAY NOT BE
CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY THE
CONSTRUCTION MANAGER OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMITTING
BID.
ANY EXISTING CONDITIONS REFLECTED WERE TAKEN FROM ORIGINAL DRAWINGS AND SITE
VISITS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. FIELD VERIFY ALL EXISTING
CONDITIONS AND CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER
DISCIPLINES AND EXISITING CONDITIONS.
PROVIDE ALL DEMOLITION OF EXISTING ELECTRICAL SYSTEMS AND NEW ELECTRICAL
SYSTEM MODIFICATIONS REQUIRED BECAUSE OF BUILDING REMODELING AS NOTED ON
THE PLANS OR NECESSARY FOR PROPER OPERATION AND NEW CONSTRUCTION. REMOVE
ALL ABADONED CABLES AND WIRING ABOVE ACCESSIBLE CEILING AND VENTILATION
SHAFTS.
COORDINATE INTERUPTION OF ALL BUILDING SERVICES INCLUDING BUT NOT LIMITED TO
BRANCH CIRCUITS, DATA, TELEPHONE, ETC WITH CONSTRUCTION MANAGER PRIOR TO
INTERUPTION. PROVIDE LABOR AND MATERIALS AS REQUIRED TO REDUCE INTERUPTIONS
IN ORDER TO MAINTAIN EXISTING OPERATION.
RELOCATE ALL EXISTING ELECTRICAL, AND OTHER LOW-VOLTAGE SYSTEMS REQUIRED TO
BE IN OPERATION AT SUBSTANTIAL COMPLETION OF THE CONTRACT. IF REQUIRED, AS A
RESULT OF WORK INCLUDED UNDER THIS CONTRACT, EVEN IF NOT SPECIFICALLY
INDICATED IN THE DRAWINGS OR SPECIFICATIONS.
SEAL ALL PENETRATIONS THROUGH FLOORS, WALLS, CEILINGS, AND ROOF WHERE
ELECTRICAL COMPONENTS ARE REMOVED AND WHERE THE EXISTING PENETRATION IS
NOT USED FOR THE NEW INSTALLATION. REPAIR DAMAGED SURFACES TO MATCH
ADJACENT AREAS OR AS DIRECTED BY THE CONSTRUCTION MANAGER.
UNLESS NOTED OTHERWISE, ABANDONED CONDUIT ASSEMBLIES SERVING DEMOLISHED
DEVICES SHALL BE REMOVED BACK TO NEAREST JUNCTION BOX OUTSIDE OF AREA OF
DEMOLITION AND LABELED AS REQUIRED FOR FUTURE USE. ASSOCIATED WIRING SHALL
BE REMOVED BACK TO SERVING PANELBOARD. UPDATE PANELBOARD CIRCUIT DIRECTORY
AS REQUIRED TO INDICATE RELATED CIRCUIT(S) AS "SPARE".
ALL CIRCUIT BREAKERS SERVING BRANCH CIRCUITS TO BE REMOVED SHALL REMAIN IN
RESPECTIVE PANELBOARD IN "OFF" POSITION FOR FUTURE USE UNLESS NOTED
OTHERWISE.
GENERAL LIGHTING NOTES
PROVIDE ALL MOUNTING AND SUPPORT HARDWARE FOR LIGHT FIXTURES TO MEET
SPECIFIED MOUNTING HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT
MOUNTING HEIGHTS OF FIXTURES.
COORDINATE ALL DEVICES AND WALL-MOUNTED LIGHT FIXTURE LOCATIONS WITH THE
ARCHITECTURAL WALL FINISHES AND ELEVATIONS. SPECIAL ATTENTION AND
COORDINATION OF WALL TYPES AND FINISHES IS REQUIRED PRIOR TO ROUGH-IN. EXACT
LOCATION OF DEVICES SHALL BE COORDINATED WITH THE CONSTRUCTION MANAGER
PRIOR TO ROUGH-IN.
ELECTRICAL CONTRACTOR SHALL VERIFY CHEVRON DIRECTIONS OF ALL EXIT SIGNS PRIOR
TO ORDERING.
CONNECT "UN-SWITCHED" HOT CONDUCTOR FROM CIRCUIT SERVING SPACE LIGHTING TO
EACH EXIT SIGN, EMERGENCY LIGHT, AND ANY FIXTURE DESIGNATED AS NIGHT LIGHT
SERVING THE SPACE.
FOR BATTERY FED EMERGENCY LIGHTS: PROVIDE EMERGENCY BALLASTS, PROVIDE "HOT"
WIRE TO EMERGENCY BALLAST. SWITCH FIXTURE AS INDICATED ON PLANS.
PROVIDE DIMMER SWITCHES RATED FOR AND COMPATABLE WITH INTENDED LIGHT
FIXTURE(S) TO BE CONTROLLED. CIRCUITS CONTROLLED WITH LINE-VOLTAGE DIMMER
SWITCHES SHALL NOT SHARE NEUTRAL CONDUCTORS.
GENERAL LOW VOLTAGE NOTES
REFER TO UFC 3-580-01 (TELECOMMUNICATIONS INTERIOR INFRASTRUCTURE PLANNING
AND DESIGN) FOR REQUIREMENTS OF THIS INSTALL.
REFER TO UFC 3-580-01 FIGURE 2-3 FOR TYPICAL FACEPLATE CONFIGURATION, INSTALL
NUMBER OF RJ45 JACKS AS REQUIRED FOR DEVICES SHOWN ON PLANS.
CONTRACTOR SHALL SUBMIT PRODUCT DATA FOR EACH PRODUCT TYPE, AND A LABELING
PLAN PRIOR TO THE START OF WORK.
ALL COMMUNICATION CABLE SHALL BE CATEGORY 6 PLENUM RATED UNLESS OTHERWISE
NOTED. DATA SHALL BE BLUE, PHONE SHALL BE WHITE.
PROVIDE (1) 1/2" CONDUIT AND 4" SQUARE BOX WITH SINGLE GANG DEVICE RING FOR ALL
THERMOSTAT LOCATIONS INDICATED ON THE MECHANICAL DRAWINGS, ROUTE CONDUIT
FROM BOX TO ACCESSIBLE CEILING CAVITY. PROVIDE PLASTIC BUSHINGS ON EXPOSED
CONDUIT ENDS. PROVIDE PULL STRINGS IN ALL EMPTY CONDUIT SYSTEMS. COORDINATE
EXACT LOCATIONS AND MOUNTING HEIGHTS WITH MECHANICAL CONTRACTOR PRIOR TO
ROUGH-IN.
DRAWING SIZE INTENDED TO BE
24" x 36"
1 1/2"(ACTUAL SIZE)
UNITED STATES AIR FORCE
AIR EDUCATION
TRAINING COMMAND
VANCE AIR FORCE BASE
ENID, OKLAHOMA
140 Channel St., Suite 205 Vance AFB, OK 73705
(580) 213−7772
CA# 07864 EXPIRES
JUNE 30, 2020
DRAWN BY:
DATE:
PROJECT NO.:
CHECKED BY:
DESIGN STAGE:
E-001
R E
P A
IR
C
A T
M
B
A N
D
R E
N O
V A
T E
F
IR
IN
G
R A
N G
E B
E L
E C
T R
IC
A
L N
O T
E S
A N
D L
E G
E N
D
DAO
05/29/20
XTLF 19-1024 &
19-1024
NH
DATE: 05/29/20
100%
REPAIR CATM - B901 AND RENOVATE FIRING RANGE B903
R e v is io n
N u m b e r
D e s c ri p ti o n
D
LA
MECH
REPAIR SHOP
DRESSING/SHOWER
ROOM
LAUNDRY
MEN
JANITOR
Women
Office
LA
20,22
LA
36" AFF
PROVIDE A 30A 4 PRONG
DRYER RECEPTACLE
COORDINATE MOUNTING
HEIGHT WITH NEW FILL
STATION ELEVATION.
COORDINATE FINAL MOUNTING
LOCATION OF WATER HEATER
RECEPTACLE WITH PLUMBING
CONTRACTOR.
LA
NEW SERVER CABINET, REFER TO I-201
FOR MOUNTING HEIGHTS.
EXTEND ALL APPERTUNANCES FROM
EXISTING SERVER LOCATION TO THIS
LOCATION, AND CONNECT AS
NECESSARY.
DEMOLISH EXISTING RECEPTACLE TRACK
LA-11 AND UNDERCABINET LIGHTING
MECH
WORK ROOM
MEN
WORK ROOM
WOMEN
JANITORIAL
HALL
RELOCATE EXISTING SERVER CABINET
AND APPURTENANCES, INCLUDING POWER,
GROUND BAR, FIBER AND CABLES EXTEND
AS NEEDED.
REMOVE EXISTING
RECEPTACLE AND REPLACE
WITH GFI RECEPTACLE.
LA
LA
CONTRACTOR WILL
DEMOLISH DATA DROPS.
REMOVE EXISTING DIRECT
WIRED CONNECTION FOR
EXISITING WATER HEATER.
DRAWING SIZE INTENDED TO BE
24" x 36"
1 1/2"(ACTUAL SIZE)
UNITED STATES AIR FORCE
AIR EDUCATION
TRAINING COMMAND
VANCE AIR FORCE BASE
ENID, OKLAHOMA
140 Channel St., Suite 205 Vance AFB, OK 73705
(580) 213−7772
CA# 07864 EXPIRES
JUNE 30, 2020
DRAWN BY:
DATE:
PROJECT NO.:
CHECKED BY:
DESIGN STAGE:
E-101
R E
P A
IR
C
A T
M
B
A N
D
R E
N O
V A
T E
F
IR
IN
G
R A
N G
E B
P O
W E
R P
L A
N
DAO
05/29/20
XTLF 19-1024 &
19-1024
NH
DATE: 05/29/20
100%
REPAIR CATM - B901 AND RENOVATE FIRING RANGE B903
1/2" = 1'-0"E-101
POWER PLAN2
SHEET NOTES
1 ALL CONDUIT ROUTED ON CEILING IN MECHANICAL SHALL BE EXPOSED.
2 CONTRACTOR SHALL SUBMIT A CONDUIT ROUTING PLAN FOR ALL EXPOSED CONDUIT FOR
APPROVAL PRIOR TO START OF WORK.
3 RUN ALL FIRE ALARM WIRING IN MINIMUM 3/4" CONDUIT PAINTED RED. PROVIDE 16 AWG
MINIMUM INITIATING DEVICE AND NOTIFICATION APPLIANCE CIRCUITS.
1/2" = 1'-0"E-101
ELECTRICAL DEMOLITION1
BASE COMMUNICATIONS WILL REMOVE "SERVER" FROM THE CABINET BEFORE THE
CABINET AND CABLES ARE RELOCATED. AFTER RELOCATION BASE COMMUNICATIONS WILL
RE-INSTALL THE "SERVER" BACK INTO THE CABINET.
5 CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING AND RETERMINATING FIBER IF
TERMINATIONS ARE REQUIRED TO BE REMOVED DURING RELOCATION.
6 AFTER FIBER IS RELOCATED CONTRACTOR SHALL PERFORM END TO END TESTING PER
UFC 3-580-01 ON THE FIBER. BASE COMMUNICATIONS MUST BE PRESENT FOR THIS TEST.
7 CONTRACTOR WILL FIELD VERIFY DATA CABLES NEEDING TO BE REPULLED AFTER CABINET
RELOCATION. REFER TO E-102 FOR FULL BUILDING LAYOUT OF DATA DROPS.
ELECTRICAL KEYNOTES
QUAD DATA DROP
DUAL DATA DROP
1 2
R e v is io n
N u m b e r
D e s c ri p ti o n
D
V S V
S
VSVS
V S
V S
VS
V S
V S
V S
VS
VS
VS
V S
VS
V S
VS
VS
LA
B
EF-1
A
BE
C
CE
CC
C
CE C
CE
CC
C
CEC
CE
CE
CE
C CE C C C C
CCCECCC
CE
C
C
CE
C
DRESSING/SHOWER
ROOM
LAUNDRY
MEN
REPAIR SHOP
MECH
ARMORY
Office
Women
JANITOR
Classroom
STORAGE
WEAPON CLEANING
F903 FIRING RANGE
LA
CE
C
C
C
C
C
C
C
C
C
CE
CE
E
E
E
E
E
REMOVE EXISTING
INCANDESCENT
BULB AND REPLACE
WITH LED
EQ…
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