Drawings_12_Jan_2018.pdf

PDF 23 MB Posted May 18, 2018

Attached to: Repiar Overhead Doors Basewide Federal contract opportunity
Solicitation number: W912L7-18-B-7004
Issued by: Department of the Army Tennessee Army National Guard

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Question_15-17_Answers.pdf	PDF	Jun 29, 2018
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W912L718B7004_Amendment_1.pdf	PDF	May 18, 2018
REV1_Submittal_Repair_Overhead_Doors.pdf	PDF	May 18, 2018
Specificaitons_12_Jan_2018.zip	ZIP file	May 18, 2018
PWS,_PSXE142004_Repair_Overhead_Doors_Basewide.pdf	PDF	May 18, 2018
W912L718B7004_Final.pdf	PDF	May 18, 2018

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APPENDIX D

BUILDING FLOOR PLANS

bbowe Textbox

DOOR LABEL: 091-A

REF.

W .B

REF.

1 2 3 4 4.2 4A 5 6 7 8 98.36.8

L M

12A

12B

CORRIDOR

OPEN COMM

BASE OPS

MECH

AUDITORIUM

LOADING DOCK

MANPOWER

MSG

COMM CORRIDOR

ENTRAPMENT

TRAINING ROOM

ICC

RESTROOM

ENTRY

ROSC

ROSC SERVERS

CUSTOMER SERVICE

MAIL

OPEN OFFICE

SERVER

RADIO

SERVER

STORAGE

ELEC

MECH

A2.1

14.5

COM SEC

9'-

COMM

M A

T C

H L

A -A

M A

T C

H L

A -A

COMM STORAGE

CONFERENCE

OFFICE

MEN

WOMEN

OFFICE

V .I.

'-0

-4

MSG

SIPR

8'-0"

8'-0 1/4"

PILOT LOUNGE

13'-10" V.I.F. 1'-5" 13'-8" 1'-5" 13'-8" 1'-5" 14' - 7 3/4" V.I.F.

15'-0 1/2" V.I.F.

138A

102A

134A

109A

137A

138B

103A

104A

105A

106A

124A

126A

185A

'-4

BATHROOM

MISSION PLANNING

189 18 8A

130B

PUBS / SECURE STORAGE

N W

E S

N E

A S

N W

E S

N E

A S

A3.1

A4.2

A7.1

A7.2

101A

W 4-

W1-A W1-A

W1-A

W4-D

W 5-

W 4-

W4-D

W5-A

W 4-

W4-D W1-A W 4-

W 5-

A W

5- A

W 4-

W5-A

W 5-

W4-D

W 4-

W5-A

W6-A

W 5-

W4-D

W5-AW5-A

W4-C

W 4-

W6-A

W4-BW4-A

W 4-

W 1-D

W 4-D

W 4-

W 4-D

W 6-

W 6-A

W 4-

W 6-

W 4-C

W 4-A

W 4-

W 4-D

W 6-A

W 6-

W 4-

W4-D W

4-D

W 1-

W5-A

A3.1

7'-6" V.I.F.

DEMO EXISTING STOREFRONT

AND INFILL W/ BLOCK AND BRICK

WALL TO MATCH SURROUNDING

EXISTING CONSTRUCTION

DEMO EXISTING STOREFRONT AND INFILL

W/ BLOCK AND BRICK WALL TO MATCH

SURROUNDING EXISTING CONSTRUCTION

MOTORIZED PROJECTION

SCREENS W/ MARKER

BOARDS BEHIND

FILL EXISTING 2"

RECESSED SLAB W/

CONC. FLUSH W/

SURROUNDING

EXISTING SLAB

'-5

6'- 3"

'-0

15' - 0" V.I.F.

25'-10"

8'-1"

12'-10"

3'-0"

12'-0"

27'-10"

49'-6 3/4" V.I.F.

4'-4"

8' -1

A B

8'-10" 5'-0"

'-8

'-4

3' -6

AERIAL PORT

4'-8"

RISER

EXST SLAB

EXST RAISED FLOOR

E X

S T

E X

S T

R A

D F

A7.2

CLOSET

178A

185B

BELOW

W 9-

W9-A

W 9-

W 8-

W10-A

A4.2

W4-D

W8-A

A1.1

133A

114B

8' -8

W 5-

A W

5-A 10 '-0

7'- 1"

8'- 2"

12'-0"

12'-6 3/4"

13'-0"

12'-0"

'-3

W 5-A

A4.2

BOUNDARY OF NEW CONC. @

AUDITORIUM DESKS. SEE C/A3.1

114A

181A

A4.2

DEMOUNTABLE WALL

28' - 10" V.I.F.

A2.1 1

EXTERIOR FINISH FACE

OF NEW BRICK TO

ALIGN WITH EXTERIOR

FINISH FACE OF

EXISTING DEMOLISHED

WALLS, TYP.

DEM

OUNTABLE W

ALL

37'-2 1/2" V.I.F.

DEMOUNTABLE

ALL

0" V

.I.F

DEMOUNTABLE

ALL

'-4

1/ 2"

V .I.F

DEM

OUNTABLE W

ALL

20' - 6" V.I.F.

DEM

OUNTABLE W

ALL

20' - 2" V.I.F.

DEMOUNTABLE

ALL

" V

.I.F

128A

REMOVE EXISTING

BLOCK AND BRICK

ABOVE DEMOLISHED

DOCK DOOR

8A 108B

W 1-

INFILL WALL SHALL BE

BUILT TO MAINTAIN

VAULT ENCLOSURE

W 3-

B W 5-

4'-8"

8' -8

"BATTERY

PROJECTION SCREEN

ABOVE W/ MARKER

BOARD BELOW

A7.2

ADD 1/4" GYPSUM BOARD

ON ALL AUDITORIUM WALLS

A7.2

A7.2 6

142A

142B

139A

A7.2

178B

WALL TYPE SCHEDULE

EXTERIOR INFILL WALL

• (1) LAYER 5/8" GYP. BD. ON INT. FACE

• 6" 20ga METAL STUD @ 24" O.C.

• FRICTION FIT BATT INSULATION

• 2" RIGID INSULATION BOARD

• WEATHER BARRIER

• 1" AIR CAVITY

• STANDARD SIZED BRICK TO MATCH EXISTING WALL.

IF EXISTING CONDITIONS VARY FROM DRAWINGS,

CONTACT CONTRACTING OFFICER IMMEDIATELY.

INTERIOR WALL

• (1) LAYER 5/8" GYP. BD.

• 3-5/8" 20 ga METAL STUDS @ 24" O.C.

• (1) LAYER 5/8" GYP. BD.

• CONSTRUCT TO 1'-0" ABOVE CEILING

EXISTING WALL

INTERIOR FURRING WALL

• 3-5/8" 20ga METAL STUDS @ 24" O.C.

• (1) LAYER 5/8" GYP. BD. ON INT. FACE

• CONSTRUCT TO 1'-0" ABOVE CEILING

W1-A

MARK GRAPHIC GA FILE NO. RATING GENERAL DESCRIPTION - FOR REFERENCE ONLY

NOT

RATED

INTERIOR WALL

• (1) LAYER 5/8" GYP. BD.

• 3-5/8" 20 ga METAL STUDS @ 24" O.C.

• FRICTION FIT GLASS FIBER SOUND ATTENUATION

BATT INSULATION

• (1) LAYER 5/8" GYP. BD.

• CONSTRUCT TO 1'-0" ABOVE CEILING

INTERIOR WALL

• (1) LAYER 5/8" GYP. BD.

• 6" 20 ga METAL STUDS @ 24" O.C.

• (1) LAYER 5/8" GYP. BD.

• CONSTRUCT TO 1'-0" ABOVE CEILING

INTERIOR WALL

• (1) LAYER 5/8" GYP. BD.

• 6" 20 ga METAL STUDS @ 24" O.C.

• FRICTION FIT GLASS FIBER SOUND

ATTENUATION BATT INSULATION

• (1) LAYER 5/8" GYP. BD.

• CONSTRUCT TO 1'-0" ABOVE CEILING

NOT

RATED

NOT

RATED

NOT

RATED

NOT

RATED

NOT

RATED

EXTERIOR METAL WALL PANEL

• METAL PANEL SYSTEM

• 3/4" SUBGIRT

• 2" RIGID INSULATION

• 3/4" SHEATHING

• WEATHER BARRIER OVER SHEATHING AND

FLASHING

• 3 5/8" METAL STUDS @ 24" O.C. BETWEEN TUBES

WITH BATT INSULATION

• 1/2" GYPSUM BOARD

NOT

RATED

W2-A

W4-A

W4-B

W4-C

W4-D

W5-A

INTERIOR DEMOUNTABLE WALLNOT

RATED

W6-A

VERTICAL FOLDING PARTITION WALL - ABI #1NOT

RATED

W7-A

INTERIOR FURRING WALL

• 1-5/8" 20ga METAL STUDS @ 24" O.C.

• (1) LAYER 5/8" GYP. BD. ON INT. FACE

• CONSTRUCT TO 1'-0" ABOVE CEILING

NOT

RATED

W5-B

W8-A

INTERIOR WALL

• 8" CMU

NOT

RATED

W3-A

EXTERIOR INFILL WALL

• (1) LAYER 5/8" GYP. BD. ON INT. FACE

• 7/8" FURRING CHANNEL @ 24" O.C. HORIZONTAL

• 8" 20 ga METAL STUD @ 24" O.C.

• FRICTION FIT BATT INSUALTION

• 2" RIGID INSULATION BOARD

• WEATHER BARRIER

• 1" AIR CAVITY

• STANDARD SIZED BRICK TO MATCH EXISTING WALL.

IF EXISTING CONDITIONS VARY FROM DRAWINGS,

CONTACT CONTRACTING OFFICER IMMEDIATELY.

W1-B

NOT

RATED

EXTERIOR INFILL WALL

• (1) LAYER 5/8" GYP. BD. ON INT. FACE

• 3-5/8" 20 ga METAL STUD @ 24" O.C.

• FRICTION FIT BATT INSULATION

• 8" CMU

NOT

RATED

W1-C

INTERIOR NEW WALL 1-HOUR

• 8" CMU 1-HOUR

1-HR

W10-A

EXTERIOR NEW WALL 1-HOUR

• 8" CMU 1-HOUR

• WEATHER BARRIER

• 1" AIR CAVITY

• STANDARD SIZED BRICK TO MATCH EXISTING

WALL. IF EXISTING CONDITIONS VARY FROM

DRAWINGS, CONTACT CONTRACTING

OFFICER IMMEDIATELY.

1-HR

W9-A

NOT

USED

EXTERIOR INFILL WALL

• 6" CMU

• 1" AIR CAVITY

• STANDARD SIZED BRICK TO MATCH EXISTING

WALL. IF EXISTING CONDITIONS VARY FROM

DRAWINGS, CONTACT CONTRACTING OFFICER

IMMEDIATELY.

NOT

RATED

W1-D

INTERIOR WALL

• (1) LAYER 5/8" GYP. BD.

• 3-5/8" 20 ga METAL STUDS @ 24" O.C.

• 8" CMU

NOT

RATED

W3-B

GENERAL NOTES

A. DO NOT SCALE THIS OR ANY DRAWING.

B. ALL DIMENSIONS SHOULD BE READ OR CALCULATED, AND NEVER SCALED FROM DRAWINGS.

C. NEW WALL DIMENSIONS ARE TO FACE OF STUD; DIMENSIONS TO EXISTING WALLS ARE TO FACE

OF WALL FINISH.

D. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO CONTRACTING OFFICER PRIOR TO

PROCEEDING WITH THE WORK.

E. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL LOCAL CODES, ORDINANCES,

AMENDMENTS, AND CONVENANTS.

F. 2006 EDITION, INTERNATIONAL CODE COUNCIL; BUILDING CODE, ENERGY EFFICIENCY CODE, LIFE

SAFETY CODE; NFPA 101 LIFE SAFETY CODE; UFC GENERAL BUILDING REQUIREMENTS; ABA, AS

ADOPTED BY THE DOD.

G. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS BEFORE BEGINNING;

CONSTRUCTION. ANY DISCREPANCIES MUST BE REPORTED TO THE CONTRACTING OFFICER FOR

JUSTIFICATION AND/OR CORRECTION. CONTRACTOR IS RESPONSIBLE FOR CONDITIONS THAT

ARE NOT REPORTED.

H. CONTRACTOR SHALL ENSURE COMPATABLIITY OF THE BUILDING WITH ALL SITE REQUIREMENTS.

I. WHERE NEW AND EXISTING WALLS ARE IN THE SAME PLANE AND WHERE EXISTING WALL

OPENINGS ARE PATCHED, EXPOSED FACES AND COURSING SHALL ALIGN FLUSH.

J. ALL COLUMN LINES ARE BASED ON EXISTING DRAWINGS AND ARE FOR REFERENCE ONLY.

K. CORRIDOR 101, COMM CORRIDOR 132 AND AUDITORIUM 108 WALLS TO RECEIVE NEW 1/4"

GYPSUM BOARD WHERE EXISTING WALLS ARE TO REMAIN.

L. PROVIDE BLOCKING AT ALL MONITORS, SCREEN, ETC. AND WHERE DIRECTED BY CONTRACTING

OFFICER.

4.2 5 6 76.8

EXST SLAB

ABI #2: NEW RAISED FLOOR

ABI #2: NEW RAISED

FLOOR BOUNDARY

ABI #2: NEW RAISED

FLOOR BOUNDARY

COM SEC

ROSC

ENTRY

ICC

ENTRAPMENT

TRAINING ROOM

RESTROOM

COMM CORRIDOR

ROSC SERVERS

A7.2 6

WATER REPELLENT NOTE

A MINIMUM OF TWO (2) COATS OF WATER REPELLENT SHALL BE

SPRAY-APPLIED TO ALL EXISTING AND NEW BRICK WALLS. THE

WATER REPELLENT SHALL BE NON-GLOSSY, COLORLESS,

PENETRATING, WATER-VAPOR-PERMEABLE, NON-YELLOWING

SEALER THAT DRIES INVISIBLY LEAVING THE SUBSTRATE

APPEARANCE UNCHANGED.

BASIS OF DESIGN: PECORA CORPORATION, KLERESEAL 9100-S

VOC COMPLIANT SILANE PENETRATING CLEAR SEALER.

SEE SPECIFICATION SECTION 07190 WATER REPELLENT FOR

MORE INFORMATION.

PROJ. NO.:

DATE:

DRAWN:

CHECKED:

W e s t B e s s e m e r

S t.

A lc o a T N p h fa x

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 SHEET NO.

R E V

N S

D A T E

C O R

4t h

R R

F U

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

S . G ay S tre et

, S ui te

K no xv ill e, T N t.

f . 8

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A rc hi te ct ur e.

co m

2.15.13

PXSE032134

A1.1

F L O

O R

P L A

W E

S T

T H

R E

F U

E L

G W

A D

D A

L T E

R M

U L T I-

U S

E O

T F

A C

A L C O A T E N N E S S E E

B U

A L C O A T E N N E S S E E

SCALE: 1/8" = 1'-0"A1.1

1 Floor Plan West

SCALE: N.T.S.A1.1

3 Key Plan

WEST EAST

SCALE: 1/8" = 1'-0"A1.1

2 ABI #2 - New Raised Floor bbowe Textbox

DOOR LABEL:

102-A

109872 3 4 65

A2.12

A2.2

A2.1

HANGAR

BAY

BLADDER

ROOM

FUEL

CELL

OFFICE

SCRUB/LAUNDRY

MEN

LOCKER

WOMEN

TOILET

WOMEN

LOCKER

COMM

MECH

TIRE

SHOP

R&R

TOILET

R&R

SHOWER

R&R

OFFICE

BOTTLE

BATTERY

118 EE

OFFICE

MECH

COMM

BREAK

ROOM

CORRIDOR

ACCESSORY

SUPERVISOR

H/Pn

OFFICE

H/Pn

SHOP

MECH

TOOL

A3.1

109A

107A

108A

106A

103B

104A

103A

115A

114A

113A 123A

125A

129A

130A131A

116A

117B

132A

EXISTING DOOR

TRACKS IN FLOOR

117A

102B

102A

105A

103C

AD2.11

AD2.1

AD2.2

AD2.2 1

A2.3

8' - 1"

9' - 0"

JANITOR

WOMEN'S

TOILET

WOMEN'S

SHOWER

MEN'S

SHOWER

128MEN'S

TOILET

101E

111B 112B

118B

EXISTING TRENCH DRAIN. CLEAN

& VERIFY DRAINAGE. PAINT GRATE

TO MATCH ADJ. FLOOR.

120A

V.I.F. (LOCATION APPROXIMATE)

A7.1

A7.2

6" WIDE YELLOW STRIPE.

FOR LOCATION, CONSULT

C.O.T.R.

A7.2

112A

132F

124A

119A

121A

122B

126A

127A

128A

131B

132C

132B

133A

134B134A

110A

101C

122A

132F

TP6 TP5

TP4

TP3

TP2TP1

103D

10' - 0" M.O.

2' - 8"

5' - 4"

101D

EXISTING FLOOR

TRENCH, COVERED

AND SEALED.

EXISTING CONCRETE SLAB,

REF. STRUCTURAL DRAWINGS.

EXISTING CONTROL JOINTS AND

EXPANSION JOINTS. RESEAL, TYP.

FOR CONTINUATION AND EXTENTS OF

YELLOW STRIPE, REF. CIVIL DRAWINGS.

EXISTING 6" CONCRETE CURB.

PAINT SAFETY YELLOW.

EXISTING STEEL TRUSSES. REF.

STRUCTURAL DRAWINGS.

NEW 6" INFILL CURB WALL

TO MATCH EXISTING.

PAINT SAFETY YELLOW.

NEW 6" INFILL CURB WALL

TO MATCH EXISTING.

PAINT SAFETY YELLOW.

NEW 6" INFILL CURB WALL

TO MATCH EXISTING.

PAINT SAFETY YELLOW.

EXISTING FLOOR DRAINS. CLEAN

AND VERIFY DRAINAGE. PAINT

GRATE TO MATCH ADJACENT

FLOOR.RESEAL AS REQUIRED.

8' - 0"

0.1 0.2

11' - 6"

Z.2

Z.1

14' - 0"

1' - 0"

INFILL EXISTING

OPENING IN CMU WALL.

14'-0" x 19'-0" CONC. SLAB, REF.

STRUCTURAL DRAWINGS.

4' - 0"

M.O.

3' - 4"27' - 4"

ALIGN NEW WALL ADJACENT

TO CMU PILASTER

LINE OF

MEZZANINE ABOVE

REFURBISH AND REINSTALL

STEEL ACCESS LADDER.

3' - 4"31' - 4"16' - 0"

A7.1

A7.2

A7.25

A7.2 6 7

A7.210

A3.2

A7.16 10

A7.1

11' - 2 7/16"

GENERAL NOTES

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, ORDINANCES, RULES, AMENDMENTS, CONVENANTS, AND REGULATIONS OF PUBLIC AUTHORITIES GOVERNING THE WORK.

2. 2012 EDITION, INTERNATIONAL CODE COUNCIL; BUILDING CODE, ENERGY CONSERVATION CODE, EXISTING BUILDING CODE, FIRE CODE, FUEL GAS CODE, MECHANICAL CODE, PLUMBING CODE, RESIDENTIAL CODE; NFPA 2008 ELECTRICAL CODE;

ICC/ANSI A117.1-2006 AMERICAN NATIONAL STANDARD FOR ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES.

3. REVIEW DOCUMENTS, VERIFY DIMENSIONS, AND FIELD CONDITIONS AND CONFIRM THAT WORK IS BUILDABLE AS SHOWN.

REPORT ANY CONFLICTS OR OMISSIONS TO THE GOVERNMENT FOR CLARIFICATION PRIOR TO PERFORMING ANY WORK IN

QUESTION.

4. ALL DIMENSIONS SHOULD BE READ OR CALCULATED, AND NEVER SCALED FROM DRAWINGS. WRITTEN DIMENSIONS

GOVERN IN CASE OF CONFLICT.

5. CONTRACTOR SHALL ENSURE COMPATABLIITY OF THE BUILDING WITH ALL SITE REQUIREMENTS.

6. SUBMIT REQUESTS FOR SUBSTITUTIONS, REVISIONS, OR CHANGES TO THE GOVERNMENT FOR REVIEW PRIOR TO

PURCHASE, FABRICATION, OR INSTALLATION.

7. COORDINATE WORK WITH THE GOVERNMENT, INCLUDING SCHEDULING TIME AND LOCATIONS FOR DELIVERIES, BUILDING

ACCESS, USE OF BUILDING SERVICES AND FACILITIES, AND USE OF ELEVATORS. MINIMIZE DISTURBANCE OF BUILDING

FUNCTIONS AND OCCUPANTS.

8. GOVERNMENT WILL PROVIDE WORK NOTED "BY OTHERS" OR "NIC" UNDER SEPARATE CONTRACT. INCLUDE SCHEDULE REQUIREMENTS IN CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE TO ASSURE ORDERLY SEQUENCE OF

INSTALLATION.

9. COORDINATE TELECOMMUNICATIONS, DATA, AND SECURITY SYSTEM INSTALLATIONS.

10. MAINTAIN EXITS, EXIT LIGHTING, FIRE PROTECTION DEVICES, AND ALARMS IN CONFORMANCE WITH CODES AND

ORDINANCES.

11. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE.

12. MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING CONSTRUCTION. COORDINATE WITH CONTRACTING OFFICER TO

ENSURE SECURITY.

13. COORDINATE AND PROVIDE BACKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO WALLS OR CEILINGS.

14. PARTITIONS AS DIMENSIONED FROM FACE OF STRUCTURE TO FACE OF STRUCTURE UNLESS OTHERWISE NOTED.

MAINTAIN DIMENSIONS MARKED "CLEAR",

15. WHERE EXISTING ACCESS PANELS CONFLICT WITH CINSTRUCTION, RELOCATE PANELS TO ALIGN WITH AND FIT WITHIN

NEW CONSTRUCTION.

16. UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/4 INCH, UNLESS OTHERWISE NOTED.

SYMBOL LEGEND

A101

GRID LINE CALLOUTBUILDING

SECTION

MARKER

1A2.1

EXTERIOR

ELEVATION

MARKER

1t 101 Room name

WINDOW

TAG

DOOR

TAG

ROOM

TAG

A101

PROJ. NO.:

DATE:

DRAWN:

CHECKED:

W e s t

B e s s e m e r

S t

A l c o a

T N p h f a x

65%

SUBMITTAL

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 SHEET NO.

R E V

N S

D A T E

C O R

4th

R R

ING

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

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A1.1

S T

O R

4t h A

N G

A lc o a T e n n e ss e e

R E

/M A

A lc o a T e n n e ss e e

SCALE: 1/8" = 1'-0"A1.1

1 Floor Plan bbowe Textbox

DOOR LABEL:

111-A bbowe Textbox

DOOR LABEL:

111-B bbowe

TAIL DOOR LABEL: 111-C

REF.REF.REF.REF.

FD FD FD

FDFDFD

FD FD FD

A3.1

TOOL CRIB

MECH / ELEC

FLIGHT LINE

FLIGHT CHIEF

STORAGE

COMM

BREAK ROOM

NOSE BAY

ISO DOCK

COMM

CSO OFFICE

SUPPLY

CORRIDOR

SUPPLY OFFICE

CORROSION

CONTROL

OFFICE

MACHINE SHOP

SHEETMETAL

SHOP

WELDING SHOP

EXISTING EQUIPMENT MUST BE

ACCESSIBLE AND OPERATIONAL AT

ALL TIMES DURING CONSTRUCTION.

SUPPORT UTILITIES INCLUDING

LIGHTING AND POWER SHALL BE

MAINTAINED

CORRIDOR

AIRCRAFT BAY

MEN'S LOCKER

ROOM

JANITOR

MEN'S

RESTROOM

WOMEN'S

RESTROOM

WOMEN'S

LOCKER ROOM

124A

119A

108A

107A

106A

104A 105A

102A

117A

W4-B

W2-E

W2-A

W2-E

CLOSET

REFRIGERATORS

AND VENDING

MACHINES N.I.C.

STORAGE

125A

COMP. TRAINING

ROOM

W5-A

A7.1

A7.2

126A

130A133A

A4.1

SEE A7.1 FOR WALL

TYPES AND DIMENSIONS

W5-A

W2-E

A7.3

110A

101A

ABOVE, SEE

ELEVATION

V .I.

4' -7

-4

4' -0

W5-A

FILL ALL PENETRATIONS IN

EXISTING CMU WALL, TYP.

126C

PATCH WALL @ DEMO'D

WALL VENT

SEE DEMOLITION SHEETS

FOR ADDITIONAL AREAS

W6-A

W5-A

W2-A

W4-B W4-B

D.S.

D.S.D.S.D.S.D.S.D.S.D.S.

D.S.

D.S. D.S.

D.S.

1'-4"

A1.2

ALIGN

3' -8

130B

127A

126B

123A

120A 118A

115A 113A 112A 111A

109A

EDCBA

W4-B

INFILL EXISTING 'POCKETS' IN CMU WALLS

CREATED BY EXISTING ARCH TRUSSES W/

6" MTL STUD & 5/8" GYP. BD. EACH SIDE,

SEE 1/A3.1 FOR TYPICAL LOCATIONS.

BUILD IN ACCORDANCE TO UL #U423.

EXISTING METAL STUD/GIRT WALL W/ GYP BD INTERIOR

AND CORRUGATED METAL PANEL ON EXTERIOR.

ALL PENETRATIONS SHALL BE FIRE CAULKED WITH UL

APPROVED MATERIAL, TYP. AT ALL LOCATIONS IN 101

ARICRAFT BAY AND 117 NOSE BAYW6-A

D.S.

A7.2

W6-B W6-B

E101B

E101C

E103A

E109B

E111C

E111B

E112B

E113B

E114A

E116A

E115BE118B

E122A

E123B

E126E

E131A

E132A

E134A

E134B

E134C E134D

E120B

W2-E

PROVIDE BLOCKING AS

REQUIRED. COORDINATE

WITH COR.

E133B

STORM DRAIN

TO REMAIN

SEE MECH.

SEE MECH. SEE MECH. SEE MECH.

SEE MECH.

107B

105B

A0.2

A1.2

CSO OFFICE

121A

A2.21

A2.1

A2.2 2

117B

PATCH AND REPAIR SLAB

AT DEMOLISHED WALL

STOVE,

N.I.C.

COORDINATE ELECTRICAL

EQUIPMENT THIS AREA

COORDINATE

PLUMBING WITH

HAND WASH AREA

A5.3

OPEN SHOP

CONTRACTOR TO CLEAN OUT

EXISTING TRENCH DRAIN

A1.2

REFINISH ALL EXISTING WALLS

SURROUNDING ARCH

TRUSSES IN ALL SHOP AREAS

TO MATCH LEVEL OF FINISH OF

NEW GYPSUM BOARD WALLS.

ADD CORNER GUARDS, TYP.

6" WIDE YELLOW STRIP

W2-A

W4-C

10'-4"

'-0

'-8

/1 6"

A R

'-3

6" V

'-1

3/ 4"

7'-8 15/32" VIF

8'-0 3/32" VIF

W2-E

'-0

" 5'-0"

'-3

24'-9 7/8" VIF

E126D

TRANSFORMER;

SEE ELECTRICAL

E134E

128A

129A

8'-0"

'-8

PATCH AND REPAIR GYP.

BOARD AT NEW

ELECTRICAL AS REQUIRED

-8

/1 6"

V .I.

'-7

.I.

20'-6"V.I.F. 104'-10 1/4"V.I.F. 23'-2 11/16"V.I.F. 104'-10 1/16"V.I.F.

GENERAL NOTES

A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL LOCAL CODES, ORDINANCES,

AMENDMENTS, AND COVENANTS;

B. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS BEFORE BEGINNING

CONSTRUCTION. ANY DISCREPANCIES MUST BE REPORTED TO THE CONTRACTING OFFICER FOR

JUSTIFICATION AND/OR CORRECTION. CONTRACTOR IS RESPONSIBLE FOR CONDITIONS THAT ARE

NOT REPORTED.

C. REVIEW DOCUMENTS, VERIFY DIMENSIONS, AND FIELD CONDITIONS AND CONFIRM THAT WORK IS

BUILDABLE AS SHOWN. REPORT ANY CONFLICTS OR OMISSIONS TO THE GOVERNMENT FOR

CLARIFICATION PRIOR TO PERFORMING ANY WORK IN QUESTION.

D. ALL DIMENSIONS SHOULD BE READ OR CALCULATED, AND NEVER SCALED FROM DRAWINGS.

WRITTEN DIMENSIONS GOVERN IN CASE OF CONFLICT.

E. SUBMIT REQUESTS FOR SUBSTITUTIONS, REVISIONS, OR CHANGES TO THE GOVERNMENT FOR

REVIEW PRIOR TO PURCHASE, FABRICATION, OR INSTALLATION.

F. COORDINATE WORK WITH THE GOVERNMENT, INCLUDING SCHEDULING TIME AND LOCATIONS FOR DELIVERIES, BUILDING ACCESS, USE OF BUILDING SERVICES AND FACILITIES.GOVERNMENT WILL PROVIDE WORK NOTED "BY OTHERS" OR "NIC" UNDER SEPARATE CONTRACT. INCLUDE SCHEDULE

REQUIREMENTS IN CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE TO ASSURE ORDERLY

SEQUENCE OF INSTALLATION.

G. COORDINATE TELECOMMUNICATIONS, DATA, AND SECURITY SYSTEM INSTALLATIONS.

H. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE.

I. MAINTAIN WORK AREAS SECURE AND LOCAKBLE DURING CONSTRUCTION. COORDINATE WITH

CONTRACTING OFFICER TO ENSURE SECURITY.

J. COORDINATE AND PROVIDE BACKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO

WALLS OR CEILINGS.

K. PARTITIONS AS DIMENSIONED FROM FACE OF STRUCTURE TO FACE OF STRUCTURE UNLESS

OTHERWISE NOTED. MAINTAIN DIMENSIONS MARKED "CLEAR" ARE FROM FACE TO FINISH TO FACE

OF FINISH.

L. ALL PATCHES FOR REMOVED ITEMS MAY NOT BE ILLUSTRATED. CONTRACTOR SHALL

REPAIR/PATCH ALL SUCH AREAS WITH MATERIALS TO MATCH SURROUNDING FINISHES.

M. CONTRACTOR SHALL COORDINATE ALL POWER AND COMMUNICATIONS REQUIREMENTS FOR

DEMOUNTABLE WALLS. NO SURFACE CABLED IS ALLOWED.

N. FLAG CRANE AND GET PERMISSION TO EXTEND ABOVE BUILDING FROM OPERATIONS.

SYMBOL LEGEND

A101

CALLOUT

A101

BUILDING

SECTION

MARKER

E101A

Room name

DOOR

TAG

ROOM

TAG

A101

INTERIOR

ELEVATION

A101

SIM

WALL

SECTION

MARKER

WALL

TAG

EXTERIOR

ELEVATION

A101

WINDOW

TAG

WALL TYPE LEGEND

MARK

FIRE

RATING

GENERAL DESCRIPTION - FOR REFERENCE ONLY

W2-A INTERIOR METAL STUD WALL

• (1) LAYER 5/8" GYPSUM BOARD

• 3-5/8" 20ga METAL STUD @ 16" O.C. SEE PLAN FOR INSULATION LOCATIONS

• (1) LAYER 5/8" GYPSUM BOARD

NOT

RATED

INTERIOR METAL STUD WALL

• CERAMIC TILE

• (1) LAYER 5/8" GYPSUM BOARD SEE PLAN FOR INSULATION LOCATIONS

• 3-5/8" 20ga METAL STUD @ 16" O.C.

INTERIOR METAL STUD WALL

• (1) LAYER 5/8" GYPSUM BOARD

• 6" 20ga METAL STUD @ 16" O.C. SEE PLAN FOR INSULATION LOCATIONS

• (1) LAYER 5/8" GYPSUM BOARD

W1-A NOT

RATED

INTERIOR METAL STUD WALL

• CERAMIC TILE

• (1) LAYER 5/8" BACKING BOARD OR CEMENT BASED BACKING BOARD

• 6" 20ga METAL STUD @ 16" O.C.

W1-B NOT

RATED

INTERIOR METAL STUD WALL

• (1) LAYER 5/8" GYPSUM BOARD (MOISTURE RESISTANT BOARD IN RESTROOMS

AND LOCKERS ROOMS)

• 3-5/8" 20ga METAL STUD @ 16" O.C. SEE PLAN FOR INSULATION LOCATIONS

INTERIOR BLOCK WALL

• 8" CMU

INTERIOR METAL STUD WALL

• CERAMIC TILE

• (1) LAYER 5/8" MOISTURE RESISTANT GYPSUM BOARD

• 7/8" FURRING CHANNEL

GENERAL DESCRIPTION - FOR REFERENCE ONLY

EXTERIOR METAL STUD WALL

• (1) 1/2" GYPSUM BOARD

• 2-1/2" METAL STUD @ 16" O.C. WITH BATT INSULATION

• W6x15.5

• 4" METAL CHANNEL

• RIGID INSULATION

• INSULATED METAL PANEL

W2-B INTERIOR METAL STUD WALL

• (1) LAYER 5/8" GYPSUM BOARD

• 3-5/8" 20ga METAL STUD @ 16" O.C. SEE PLAN FOR INSULATION LOCATIONS

• (1) LAYER 5/8" GYPSUM BOARD (BACKING BOARD @ SHOWER LOCATIONS)

• CERAMIC TILE

NOT

RATED

MARK

FIRE

RATING

NOT

RATED

NOT

RATED

NOT

RATED

NOT

RATED

NOT

RATED

W3-A

W4-A

W2-D

W2-E

W5-A

INTERIOR METAL STUD WALL

• CERAMIC TILE

• (1) LAYER 5/8" GYPSUM BOARD (BACKING BOARD @ SHOWER LOCATIONS)

• 3-5/8" 20ga METAL STUD @ 16" O.C. SEE PLAN FOR INSULATION LOCATIONS

• (1) LAYER 5/8" GYPSUM BOARD (BACKING BOARD @ SHOWER LOCATIONS)

• CERAMIC TILE

NOT

RATED

W2-C

INTERIOR METAL STUD WALL

• (1) 5/8" TYPE X GYPSUM BOARD

• 3-5/8" METAL STUD @ 16" O.C.

• (1) 5/8" GYPSUM BOARD

• BUILD IN ACCORDANCE TO UL #U423

1 HR

RATED

W6-A

INTERIOR METAL STUD WALL

• (1) 5/8" TYPE X GYPSUM BOARD

• 2-1/2" METAL STUD @ 16" O.C. - EXISTING

• 3" STEEL CHANNEL - EXISTING

• (1) 5/8" GYPSUM BOARD

• CORRUGATED METAL PANEL (20 GA)

• BUILD IN ACCORDANCE TO UL #U423

1 HR

RATED

W6-B

INTERIOR BLOCK WALL

• 12" CMU

• BUILD IN ACCORDANCE TO UL #U905

1 HR

RATED

W4-C

INTERIOR BLOCK WALL

• 8" CMU

• BUILD IN ACCORDANCE TO UL #U905

1 HR

RATED

W4-B

LEAD PAINT AND ASBESTOS CONTAINING MATERIAL HAVE BEEN IDENTIFED IN THE EXISTING

BUILDING. FOR LOCATIONS FOR BOTH MATERIALS, REFER TO LEAD PAINT CHIP ANALYSIS REPORT AND ASBESTOS SAMPLING REPORT INCLUDED IN THE PROJECT SPECIFICATIONS. BOTH REPORTS

ARE BASED ON LIMITED SAMPLING AND IN NO WAY SHOULD BE CONSTRUED AS A COMPLETE OR

FINAL EVALUATION OF THE HAZARDOUS MATERIALS IN THE EXISTING BUILDING.

EXISTING LEAD AND ACM

PROJ. NO.:

DATE:

DRAWN:

CHECKED:

W e s t B e s s e m e r S t.

A lc o a T N p h fa x

2222 3333 4444 5555 6666 7777 8888 9999 10101010 11111111 12121212 13131313 14141414 15151515 16161616 17171717 18181818 19191919 SHEET NO.SHEET NO.SHEET NO.SHEET NO.

R E V

N S

D A T E

C O R

4t h

R R

F U

AAAA

BBBB

CCCC

DDDD

EEEE

FFFF

GGGG

HHHH

JJJJ

KKKK

LLLL

MMMM

NNNN

OOOO

PPPP

QQQQ

1111 2222 3333 4444 5555 6666 7777 8888 9999 10101010 11111111 12121212 13131313 14141414 15151515 16161616 17171717 18181818 19191919

S . G ay S tre et

, S ui te

K no xv ill e, T N t.

f . 8

.2 em ai l:

in fo

E E

A rc hi te ct ur e.

co m

04.23.14

PSXE032021

A1.1

F L O

O R

P L A

T H

R E

F U

E L

G W

A lc o a T e n n e s s e e

M A

T A

N T E

R E

X T E

R B

A lc o a T e n n e s s e e

SCALE: 1/8" = 1'-0"A1.1

1 Floor Plan bbowe Textbox

DOOR LABEL:

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TAIL DOOR LABEL:

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DOOR LABEL: 120-A

bbowe

DOOR LABEL: 120-B

PSEX999136

06.17.04

A N

E W

E S

O N

H A

N G

RECORD

DRAWINGS

A1.1

M A

R P

RLS

E \0

G -F

N bbowe Textbox

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124-L

S.E.R. M126 - Building Inventory Atlas_2014.dwg

1.31.14 3.5.14

PSXE00126

1"=20'-0"

Date:

Project #

Appd. By:

Dwg. By:

SER

Plot Scale:

DateNo.

134TH ARW

GUARD

AIR NATIONAL

TENNESSEE

BUILDING INVENTORY ATLAS

BUILDING 126

Equipment Relocation Plan

McGHEE TYSON ANG BASE, TN

M M

134TH

320 POST AVENUE

FIRM NAME AND ADDRESS

LOUISVILLE, TN 37777-6210

McGHEE TYSON ANG BASE

Civil Engineering

FLOOR SPACE

24,489 SQ. FT.

REVISIONS

BATTERY SHOP

CLASSROOM / BREAKROOM

STAIRS

WOMEN'S LATRINE

KITCHEN

ROOM

STAIRS

BREAKROOM

AGE OFFICE

AGE OFFICES

ENGINE SHOP BAY #4

ENGINE SHOP BAY #3

SAND BLASTING ROOM

BOILER ROOM

CORRIDOR

STAIRS

STORAGE

MEN'S LATRINE

ENTRANCE

ENGINE SHOP OFFICE

STAIRS

FOYER

AGE BAY #2

AGE BAY #1

FACILITYROOM

NO. NO.

30'

FIRST FLOOR

304'

SECOND FLOOR

118 113

114114

MAG ROOM

NDI LAB

EYE

WASH

PENETRANT LINE

J O

A P

MAG

OFF. OFF.

STORAGE

S T

O R

9 9

1. BAND SAW (2 bolts)

2. FEEZER

3. DOWN DRAFT TABLE

4. POWERED FLARING MACHINE (2 bolts)

5. PNEUNATIC FLARING MACHINE (2 bolts)

6. NIAGARA POWER SHEAR (4 bolts, Contractor to relocate, 13000 lbs)

7. DRILL PRESS (3 bolts)

8. BELT / DISC SANDER (2 bolts)

9. WORK TABLES

10. MILL #1 (4 bolts, Contractor to relocate, 2200 lbs)

11. LATHE #1 (4 bolts, Contractor to relocate, 3000 lbs)

12. HORIZONTAL BAND SAW

13. WELDING TABLE

14. TIG WELDER #1

15. MIG WELDER

16. PLASMA CUTTER

LEGEND

P E

P a i n t

M i x i n g

B o o t h

Portable Restroom

Not to Scale

N o t t o

S c a l e

TRENCH DRAIN

A/C bbowe Textbox

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126-F

DOOR LABEL:

132-A bbowe Textbox

132-B

DOOR LABEL: 136-A

DOOR LABEL: 210-A

bbowe Rectangle bbowe Callout

PANEL

DOOR LABEL:

240-A bbowe Textbox

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DOOR LABEL:

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DOOR LABEL:

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PANEL #1

bbowe

PANEL #4

DOOR LABEL: 242-A

DOOR LABEL:

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DOOR LABEL:

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DOOR LABEL:

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DOOR LABEL:

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DOOR LABEL:

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DOOR LABEL:

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DOOR LABEL:

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246-H

DOOR LABEL:

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247-B

DOOR LABEL:

258-A bbowe Textbox

258-B

DOOR LABEL:

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DOOR LABEL:

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DOOR LABEL:

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DOOR LABEL:

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264-E

DOOR LABEL:

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DOOR LABEL:

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DOOR LABEL:

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DOOR LABEL:

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DOOR LABEL:

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DOOR LABEL:

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DOOR LABEL:

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DOOR LABEL:

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DOOR LABEL:

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DOOR LABEL:

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PANEL "M"

DOOR LABEL:

323-B bbowe Textbox

DOOR LABEL:

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323-C

324-A

DOOR LABEL: 420-A

1812-A

DOOR LABEL: 90102-A

APPENDIX E

BASE MAP

McGHEE TYSON ANG BASE

BILLETING

FUEL OPS/PUMP HOUSE

T-9 JET

ENGINE

TEST CELL

MOBILITY

STORAGE

TEC

412A

412B

412C

406B

406A

410A

410B

408B

408A

410C

90100

90102

90113

C1.0

RJB

E N

P R

C T

K E

Y M

A P

R ep ai r

O ve rh ea d D oo rs

B as e W id e

4t h A ir R ef u el in g W in g

06.27.17

CONTROL

TOWER

REPLACE OVERHEAD DOOR(S)

REPAIR/SERVICE OVERHEAD DOOR(S)

DO NOTHING TO OVERHEAD DOOR(S)

File details come from the government source that posted it.