Plans XTLF19 1020 and XTLF19 1024.pdf

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Repair CATM-B901, Renovate Firing Range B903
Solicitation number
IFB259B
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IFB259B PreBid Minutes Questions and Answers.pdf PDF
XTLF 19 1020 Repair CATM B901 Lighting Substitution Request.pdf 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 PDF
OK20200038 1-3-2020.pdf PDF
IFB259B Solicitation and Offer.doc DOC document
Base Access Form 0916.pdf PDF
Specs XTLF19 1020 and XTLF19 1024.pdf 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

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E B

P L

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B

IN

G P

L A

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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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