11_-_BKTZ122005_Drawings.pdf

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Attached to: Add-Alter Security Forces B736 Federal contract opportunity
Solicitation number: W912L7-18-B-5001
Issued by: Department of the Army Tennessee Army National Guard

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18B5001_Abstract_of_Bids_FBO.xls	XLS spreadsheet	Jul 19, 2018
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B736_Specifications_Rev1.pdf	PDF	May 17, 2018
B736_Plans_Rev1.pdf	PDF	May 17, 2018
18B5001_B736_Site_Visit_Minutes_and_Slides.pdf	PDF	May 1, 2018
10_-_BKTZ122005_Specifications.pdf	PDF	Apr 5, 2018
W912L7-18-B-5001_-Add-Alter_SF_B736_Solicitation.pdf	PDF	Apr 5, 2018

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TENNESSEE AIR NATIONAL GUARDTENNESSEE AIR NATIONAL GUARD

BKTZ122005

ADD/ALTER SECURITY FORCES, BUILDING 736

BKTZ122005

ADD/ALTER SECURITY FORCES, BUILDING 736

11 JANUARY 2018

118 WING/CE

PROJECT REVIEW

DATE

ATO

SECURITY

PROJECT MANAGER

USING ORGANIZATION

ENVIRONMENTAL MANAGEMENT

COMMUNICATIONS

FIRE DEPARTMENT DATE

DATEGROUND SAFETY

DATEWING / CC

DATECIVIL ENGINEER

DATECONTRACTING OFFICER

INDEX

O N

M A

P, D

R A

G L

A N

D N

U S

R A

G S

N D

E X

RJB

CJS

DRAWING LIST

LOCATION MAP

PROJECT SITE

BLDG 736

CONSTRUCTION ACCESS ROUTE

NASHVILLE

LEGEND

STAGING / POV

PARKING AREA

GENERAL NOTES

PROJECT CONTACTS

CONSTRUCTION SITE ACCESS NOTES

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01.11.18

SAW CUT AND REMOVE ASPHALT (FULL DEPTH)

SAW CUT EXISTING BOLLARDS FLUSH WITH EXISTING GRADES

(TYP. OF 6)

SAW CUT AND REMOVE ASPHALT (FULL DEPTH)

SCALE: 1 INCH = 20 FEET

0 20 40 60

1. ALL COORDINATES AND EXISTING CONDITIONS BASED ON TOPOGRAPHIC SURVEY

PERFORMED BY C2RL ENGINEERS INC. ON DECEMBER 15, 2012.

2. LOCATION OF THE EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES AND

STRUCTURES INDICATED ARE APPROXIMATE ONLY, AND THOSE INDICATED ARE NOT

NECESSARILY ALL WHICH MAY EXIST ON THE PROJECT SITE. CONTRACTOR SHALL

REQUEST LOCATION OF ALL EXISTING UTILITIES FROM CONTRACTING OFFICER'S

REPRESENTATIVE (COR) PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR

SHALL ASSUME RESPONSIBILITY FOR ANY DAMAGE TO THE UTILITY LINES,

WHETHER SHOWN ON CONSTRUCTION PLANS OR NOT.

3. CONTRACTOR SHALL REPAIR ALL DAMAGE TO FEATURES WHICH ARE TO REMAIN

AND ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO COST TO

THE GOVERNMENT.

4. ALL DEMOLITION SHALL BE COMPLETED IN NEAT AND WORKMAN LIKE MANNER. SITE

SHALL BE LEFT IN A SAFE AND ORDERLY FASHION UPON COMPLETION OF

DEMOLITION.

5. CONTRACTOR SHALL COORDINATE WORK SUCH THAT WHEN BUILDING AND

PAVEMENT AREAS ARE DEMOLISHED, STABILIZATION WITH BASE STONE IS

ACCOMPLISHED AS SOON AS POSSIBLE.

6. PAVEMENT REPAIR MAY EXTEND BEYOND THE LIMITS ILLUSTRATED IN ORDER TO

ACCOMMODATE DEMOLITION. THIS INCREASED AREA SHALL NOT BE CAUSE FOR

ADJUSTING THE CONTRACT AMOUNT UPWARD.

NOTES:

LEGEND

EXISTING STORM SEWER

EXISTING OVERHEAD POWER LINE

EXISTING WATER LINE

EXISTING SANITARY SEWER LINE

EXISTING GAS LINE

EXISTING COMMUNICATIONS LINE

EXISTING CHAIN LINK FENCE

EXISTING STORM STRUCTURE

DEMOLITION LIMITS

CAP END OF STORM PIPE WITH MASONRY PATCH COVERED BY

NON-SHRINK GROUT AND ABANDON IN PLACE

EXISTING PARACHUTE DRYING TOWER SHALL BE DEMOLISHED

AS INDICATED IN HATCHED AREA. EXISTING CONCRETE FLOOR

AND GRAVEL BASE SHALL BE DEMOLISHED AND ASPHALT

PAVEMENT PATCH SHALL BE PLACED IN FOOT PRINT OF

BUILDING WHEN DEMOLITION IS COMPLETE. SEE DETAIL

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BKTZ122005

01.11.18

C1.0

D em ol it io n

P la n

RJB

CJS

U G

SAW CUT AND REMOVE ASPHALT

FOR FOOTING FOR DOOR INFILL

SEE STRUCTURAL PLANS FOR DETAIL

(TYP. OF 2)

NEW ASPHALT PAVEMENT SHALL BE FLUSH WITH EXISTING PAVEMENT

SCALE: 1 INCH = 20 FEET

0 20 40 60

NOTES:

LEGEND

EXISTING STORM SEWER

EXISTING OVERHEAD POWER LINE

EXISTING WATER LINE

EXISTING SANITARY SEWER LINE

EXISTING GAS LINE

EXISTING COMMUNICATIONS LINE

EXISTING CHAIN LINK FENCE

EXISTING STORM STRUCTURE

NEW 6" WATER LINE

NEW 4" SANITARY SEWER

NEW CONCRETE

NEW ASPHALT

NEW SOD

INLET PROTECTION

NEW ASPHALT PAVEMENT SHALL BE FLUSH WITH EXISTING PAVEMENT

NEW CONCRETE BOTH SIDES OF EXISTING TRENCH DRAIN

SHALL BE FLUSH WITH EXISTING PAVEMENT AT ALL INTERFACES

CONNECT DOWNSPOUT TO EXISTING TRENCH DRAIN

(TYP. OF 4)

WHEEL STOP

(TYP. OF 11)

CONCRETE SIDEWALK

CONCRETE PAD FOR NEW ELECTRICAL TRANSFORMER

SEE SHEET E1.1 FOR TRANSFORMER AND FEED DETAILS

NEW ASPHALT PAVEMENT SHALL BE FLUSH WITH EXISTING PAVEMENT

1. TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY PERFORMED

BY C2RL ENGINEERS INC. ON 12/05/12.

2. FLOW TEST WAS CONDUCTED BY C2RL ENGINEERS, INC. ON

07/11/12 FOR FIRE HYDRANT #1. RESULTS ARE AS FOLLOWS:

- STATIC PRESSURE: 92 psi

- RESIDUAL PRESSURE: 55 psi AT 1,250 GPM

3. LOCATION OF THE EXISTING ABOVE GROUND AND UNDERGROUND

UTILITIES AND STRUCTURES INDICATED ARE APPROXIMATE ONLY,

AND THOSE INDICATED ARE NOT NECESSARILY ALL WHICH MAY

EXIST ON THE PROJECT SITE. CONTRACTOR SHALL REQUEST

LOCATION OF ALL EXISTING UTILITIES FROM CONTRACTING

OFFICER'S REPRESENTATIVE (COR) PRIOR TO BEGINNING

CONSTRUCTION. CONTRACTOR SHALL ASSUME RESPONSIBILITY

FOR ANY DAMAGE TO THE UTILITY LINES, WHETHER SHOWN ON

CONSTRUCTION PLANS OR NOT.

4. CONTRACTOR SHALL REPAIR ALL DAMAGE TO FEATURES WHICH

ARE TO REMAIN AND ALL DEMOLITION PERFORMED IN EXCESS OF

THAT REQUIRED, AT NO COST TO THE GOVERNMENT.

5. ALL SANITARY SEWER SERVICE LINE SHALL BE ASTM 3034, SDR26

PVC.

6. CONTRACTOR SHALL COORDINATE WORK SUCH THAT WHEN

BUILDING AND PAVEMENT AREAS ARE DEMOLISHED,

STABILIZATION WITH BASE STONE IS ACCOMPLISHED AS SOON AS

POSSIBLE.

7. PAVEMENT REPAIR MAY EXTEND BEYOND THE LIMITS

ILLUSTRATED IN ORDER TO ACCOMMODATE DEMOLITION. THIS

INCREASED AREA SHALL NOT BE CAUSE FOR ADJUSTING THE

CONTRACT AMOUNT UPWARD.

FIRE HYDRANT #1, SEE NOTE 2

6"x6" TEE AND GATE VALVE

4" SANITARY SEWER SERVICE

TIE TO EXISTING SANITARY SEWER

A12

C2.1

C2.3

C2.2

C2.1

C2.2

C2.1

BOLLARD

(TYP OF 4)

PAVEMENT STRIPING

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BKTZ122005

01.11.18

C1.1

S it e La yo u t Pl an

RJB

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G12

C2.1

GENERATOR PAD

SEE SHEET E1.4

C2.2

CONCRETE STAIRS WITH HANDRAIL

A11

C2.3

CONNECT EXISTING DOWNSPOUT TO EXISTING STORM STRUCTURE

(TYP.)

C2.3

12" VERTICAL CURB WITH 5' CURB CUTS FOR DRAINAGE

C2.1

C2.2

SAW CUT EXISTING ASPHALT

(TYP.)

C2.1

SEE SHEET E1.1 FOR CONTINUATION

OF ELECTRICAL FEED

12'

20'

R5'

17'

19'8"

R5'

(TYP.)

CONCRETE SIDEWALK

C2.2

CONCRETE STOOP

C2.2

NOT TO SCALE

INLET PROTECTION

1. STREAM GUARD INLET PROTECTION TO BE USED AT ALL GRATES AS DESIGNATED ON SITE LAYOUT

PLAN. ALTERNATE COR APPROVED INLET PROTECTION MAY BE USED FOR EXISTING TRENCH

GRATES.

2. CONTRACTOR SHALL USE STREAM GUARD INLET PROTECTION ONLY AFTER STORM GRATE HAS

BEEN INSTALLED AND SURROUNDING AREAS ARE GRADED TO ALLOW RUNOFF TO ENTER BOX

THROUGH GRATE.

3. CONTRACTOR SHALL REMOVE SILT AFTER EACH RAINFALL EVENT OF 0.5 INCHES OR GREATER, AND AT LEAST EVERY SEVEN (7) DAYS.

6" AGGREGATE BASE

SCARIFY TOP 8" OF SUBGRADE,

COMPACT TO 95% STANDARD

PROCTOR

" BITUMINOUS BINDER

" BITUMINOUS WEARING SURFACE

ASPHALT PAVEMENT PATCH SECTION

SUBGRADE

EXISTING PAVEMENT SECTION,

SHOWN FOR REFERENCE ONLY

MINERAL AGGREGATE BASE - (SEE SPECIFIC SECTION FOR THICKNESS)

MINERAL AGGREGATE, TYPE "A" BASE, GRADING "D"

BINDER MATERIAL - (SEE SPECIFIC SECTION FOR THICKNESS)

TDOT STANDARD SPECIFICATION SECTION 307 BITUMINOUS PLANT MIX

BASE (HOT MIX) GRADING "BM-2" ASPHALTIC CEMENT FOR BITUMINOUS

PLANT BASE MIX (PG64-22)

WEARING SURFACE MATERIAL - (SEE SPECIFIC SECTION FOR THICKNESS)

TDOT STANDARD SPECIFICATION SECTION 307 ASPHALTIC CONCRETE

SURFACE (HOT MIX) GRADING "E" ASPHALT CEMENT FOR ASPHALTIC

CONCRETE SURFACE (PG64-22)

NEW PAVEMENT FLUSH WITH

EXISTING

UTILITY TRENCH

A12

PRE-CAST WHEEL STOP

(2)

" DIA.

PIN HOLES

REINFORCEMENT

#3 BAR (3)

NOTE

CONTRACTOR SHALL SECURE WHEEL STOP PER MANUFACTURER'S RECOMMENDATIONS

ASPHALT PAVEMENT PATCH SECTION

6" AGGREGATE BASE

2" BITUMINOUS WEARING SURFACE

3" BITUMINOUS BINDER

EXISTING ASPHALT PAVEMENT

3'-6"

MAX.

METALLIC MARKING TAPE

#57 STONE

1'-0"

(TYP.)

NEATLY SAW CUT ASPHALT PAVEMENT 1' BEYOND

EDGE OF EXISTING PAVEMENT AND CAREFULLY PEAL

OFF WEARING SURFACE. CONTRACTOR SHALL NOT

DAMAGE BINDER OUTSIDE OF SAW CUT

NEW UTILITY LINE, CONTRACTOR SHALL COORDINATE

DEPTH WITH EXISTING UTILITIES.*

*ELECTRICAL CONDUITS SHALL BE CONCRETE

ENCASED.

3" BITUMINOUS BINDER

STONE BASE

BINDER

1/4" R.1/2" R.

1/4"

1/2"

SURFACE

(2) #4 REBAR HORIZONTAL,

#4 REBAR @ 18" O.C. VERT

GRADE AT DRIVE

12" BARRIER CURB

NOTE:

SEE PAVEMENT SECTION DETAIL A7

THIS SHEET

1" CROWN

FINISHED GRADE

6"Ø PIPE BOLLARD

FILLED WITH CONCRETE

7' LONG (TYPICAL)

NOTE:

1. ALL EXTERIOR BOLLARDS SHALL HAVE BOLLARDGARD 52", YELLOW PLASTIC

BOLLARD COVER WITH TWO RED REFLECTIVE STRIPES AS MANUFACTURED BY

INNOPLAST, OR APPROVED EQUAL.

INSTALL BOLLARD COVER

OVER STEEL BOLLARD

SEE NOTE 1

18"

G12

BOLLARD

C2.1

S it e D et ai ls

RJB

CJS

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SANITARY CLEANOUT

45°

FINISHED GRADE

OR PAVING

LONG SWEEP

BEND

OR COMB. "Y" &

BEND

(USE REDUCING TYPE

WHERE NECESSARY

EXTENSION SAME SIZE

AS SEWER UP TO 4"Ø

6" CONC. PAD

2'-0" SQ.

JOSAM #58680 OR EQUAL

CAST IRON CLEANOUT

WITH COVER

VARIES

WATER VALVE AND VALVE BOX

WATER MAIN

GATE VALVE-UP TO 10"

BUTTERFLY-12" & OVER

C.I. VALVE BOX

18' MIN.

LAYING

LENGTH

15" SQ.

I N

O V

A11

THRUST BLOCKING

* INDICATES FITTINGS REQUIRING RESTRAINED JOINTS IN ADDITION

TO CONC. THRUST BLOCKING. SEE RESTRAINED JOINT SCHEDULE.

BLOCKING SCHEDULE BASED ON 200 PSI WATER PRESSURE, 2,000 PSF SOIL

BEARING PRESSURE & 1.25 SAFETY FACTOR.

42 35.0*32.5 35.0* 35.0*35.0*

18" MINIMUM-

10" & SMALLER

UNDISTURBED SOIL

PIPE

SIZE

4.02.0 7.5

6.0

7.5

10.0

12.5

16.5

20.0

34.5

35.0*

8.5

10.0

18.0

25.0

3.0

4.0

5.0

6.5

32.6

35.0*

11.5

15.0

20.0

24.56

22-1/2°

1.0

2.0

2.5

11-1/4°

1.0

1.5

45°

1.5

3.0

5.0

BENDS

14.5 10.0

14.5

19.5

25.5

32.0

35.0*

21.5

28.0

35.0

35.0*

STD.

TEE

2.0

4.0

7.0

90°

2.5

5.5

10.0

TRENCH BOTTOM

UNDISTURBED SOIL

CONFINE LIMITS OF THRUST BLOCKING BETWEEN BELLS OF

FITTING TO BE RESTRAINED. NO CONCRETE SHALL COME

IN CONTACT WITH BELL OR JOINT OF RESTRAINED FITTING

AND CONNECTING PIPE.

CONCRETE

THRUST BLOCKING

BROOM FINISH

5'-0"

(TYP.)

25'-0" (MAX.) EXPANSION JTS.

PLAN

AS SHOWN ON PLANS

TYPICAL SECTION

CONTRACTION JOINT

12" MIN.

COMPACTED SUBGRADE

1.5% MAX.

4" CONCRETE SIDEWALK

4" MINERAL

AGGREGATE BASE

CONCRETE SIDEWALK

SITE CONCRETE SPECIFICATION

1. THESE SPECIFICATIONS APPLY TO CONCRETE APPEARING ON THE CIVIL DRAWINGS. ALL OTHER CONCRETE

SHALL CONFORM TO THE SPECIFICATIONS ON THE STRUCTURAL DRAWINGS.

2. ALL SITE CONCRETE SHALL BE 4,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS WITH MAXIMUM SLUMP OF 3

INCHES AND 6% (+/- 1%) AIR ENTRAINMENT; ASTM C94.

3. USE ACCELERATING ADMIXTURES IN COLD WEATHER ONLY WHEN ACCEPTABLE TO THE COR. USE OF

ADMIXTURES SHALL NOT RELAX COLD WEATHER PLACEMENT REQUIREMENTS. DO NOT USE CALCIUM

CHLORIDE.

4. USE SET-RETARDING ADMIXTURES DURING HOT WEATHER ONLY WHEN ACCEPTABLE TO THE COR.

5. DO NOT PLACE CONCRETE WHEN BASE SURFACE TEMPERATURE IS LESS THAN 40 DEGREES F OR SURFACE

IS WET OR FROZEN.

6. PORTLAND CEMENT: ASTM C150; NORMAL - TYPE I.

7. MINERAL AGGREGATE BASE: ASTM C33.

8. WATER: CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OIL, ALKALI, ORGANIC MATTER, OR OTHER

DELETERIOUS MATERIAL.

9. AIR ENTRAINMENT: ASTM C260 OR AASHTO M-154. AIR ENTRAINING ADMIXTURES SHALL BE ADDED TO THE

MIXER IN THE AMOUNT NECESSARY TO PRODUCE THE SPECIFIED AIR CONTENT.

10. CONCRETE SIDEWALK SHALL HAVE TNEMEC 668 DECK A PELL 40 SEALER APPLIED AS A FLOOD COAT AT 150

SQUARE FEET PER GALLON. SEALER SHALL BE APPLIED PER MANUFACTURER'S RECOMMENDATIONS.

11. ANY CONCRETE DAMAGED PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE REPLACED AT NO

EXPENSE TO THE GOVERNMENT.

CONCRETE SPECIFICATIONS

NOT USED

EQUIPMENT CONCRETE PAD

x x x x x x x x x x x x x x x x

6" MINERAL AGGREGATE BASE

4" CONCRETE SLAB

12"

6"x6" W2.9xW2.9 WWF

C2.2

S it e D et ai ls

RJB

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BKTZ122005

PAVEMENT REPAIR

DOWNSPOUT CONNECTION C2.3

S it e D et ai ls

RJB

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BKTZ122005

01.11.18

FINISHED GRADE, SEE

PAVEMENT PATCH DETAIL

TYPICAL SECTION

SCALE 1/2" = 1'

11"

TYPICAL STAIR SECTION

HANDRAIL POST CONNECTION

A11

STAIR AND HANDRAIL

1' MIN.

TYP.

6" (TYP.)

" EXPANSION

JOINT (TYP.)

"Ø SCH. 40

ALUMINUM PIPE

HANDRAIL

PAVEMENT REPAIR

SEE DETAIL

" EXPANSION

JOINT (TYP.)

HANDRAIL NOTES

1. RAILS AND POSTS SHALL BE 1

" SCHEDULE 40 ALUMINUM PIPE

ALLOY 6061-T6 MEETING ASTM B221 WITH ANODIZED FINISH.

2. FITTINGS SHALL BE CAST OR WROUGHT ALUMINUM WITH THE

SAME ANODIZED FINISH AS POST AND RAILS.

3. ALL MECHANICAL FASTENERS SHALL BE STAINLESS STEEL.

4. ANCHOR AND ASSEMBLE HANDRAIL ACCORDING TO

MANUFACTURER'S RECOMMENDATIONS.

5. POSTS SHALL NOT INTERRUPT THE CONTINUATION OF THE TOP

RAIL AT ANY POINT ALONG THE RAILING, INCLUDING CORNERS

AND END TERMINATIONS. THE TOP SURFACE OF THE RAILING

SHALL BE SMOOTH AND SHALL NOT BE INTERRUPTED BY

PROJECTED FITTINGS.

6. ALUMINUM SURFACES IN CONTACT WITH CONCRETE, GROUT OR

DISSIMILAR METALS SHALL BE PROTECTED WITH A COAT OF

BITUMINOUS PAINT, MYLAR ISOLATORS OR OTHER APPROVED

MATERIAL.

EL. 574.74

EL. 573.57

BUILDING

FLOW

45° BEND

NYLOPLAST CLEAN OUT

END CAP (OR PVC EQUIVALENT)

IN GRASS OR LANDSCAPING.

FOR CLEANOUTS IN CONCRETE

SIDEWALKS, PROVIDE JOSAM 58680

HEAVY DUTY CLEANOUT HOUSING

W/ INTEGRAL ANCHOR FLANGE.

FLOW

CLEANOUT DETAIL

45° WYE OR REDUCING

WYE WHERE NECESSARY

18" SQ. - 4" THICK

CONCRETE PAD

V A

R I E

5' (TYP.)

DOWNSPOUT

DOWNSPOUT ADAPTER

45° BEND

EXISTING TRENCH DRAIN

(SEE LAYOUT PLAN)

BUILDING FACE

45° BEND

FLOW

45° WYE OR REDUCING

WYE WHERE NECESSARY

FLOW FROM

DOWNSPOUT

LATERAL CONNECTION DETAIL

45° BEND

FLOW

NOTES:

1. FOOTING DRAINS SHALL BE TIED INTO THE ROOF LEADER PIPING

2. ALL ROOF LEADER CONNECTION PIPING SHALL BE HDPE OR PVC.

REF.

W D

3, 4

1, 2, 3, 4

0' - 9"

ABOVE

DISCONNECT CRANE FROM

POWER SUPPLY

TYP

FULL BUILDING DEMOLITIONSELECT DEMOLITION

ABOVE

1,6,7

AD2.1

AD2.21

AD2.1

A7.3 3

A7.3

DEMO KEYNOTES

1. DEMOLISH INTERIOR NON-LOAD BEARING WALLS.

2. REMOVE INTERIOR DOORS AND DOOR FRAMES.

3. DEMOLISH CEILING.

4. DEMOLISH FLOOR COVERINGS TO SLAB. REPAIR SLAB TO REMAIN EXPOSED WHERE

DAMAGED DURING DEMOLITION.

5. REMOVE WINDOW AND WINDOW FRAME.

6. DEMOLISH PLUMBING FIXTURES AND PARTITIONS.

7. DEMOLISH PLUMBING AND TOILET ACCESSORIES.

8. REMOVE LOCKERS. STORE AS DIRECTED BY CONTRACTING OFFICER.

9. DEMOLISH EXTERIOR DOOR AND FRAME.

10. DEMOLISH EXISTING 1 1/2 STOREY BUILDING, INCLUDING ALL FLOOR SLABS,

FOUNDATIONS, STRUCTURAL, ROOF SYSTEMS, MECHANICAL, PLUMBING & ELECTRICAL

SYSTEMS, ETC.

11. DEMOLISH FLUSH WITH EXISTING WALL TO REMAIN AFTER DEMO, TYP. PATCH AND REPAIR

AS REQUIRED. PATCH EXISTING CONSTRUCTION TO REMAIN EXPOSED WHERE ADJACENT

MATERIALS ARE REMOVED. REPAIR IN SUCH A WAY AS TO ACHIEVE A FLUSH, SEAMLESS

FINISH.

12. DEMOLISH MASONRY AS NECESSARY TO INSTALL NEW DOOR AND FRAME; SEE A1.1 AND

STRUCTURAL FOR LOCATION.

13. REMOVE WASHER AND DRYER AND CONNECTIONS.

14. DEMOLISH FIRE BAY.

15. DEMOLISH TOWER, INCLUDING WALLS, ROOF, SLAB AND ALL STRUCTURE.

16. NEW DOOR OPENING. SEE FLOOR PLAN AND DOOR SCHEDULE FOR SIZES.

17. REMOVE EXISITNG THRU WALL AIR CONDITIONING UNIT, RETURN TO GOVERNMENT.

18. DEMOLISH EXISTING OVERHEAD ROLLUP DOOR, TRACK, MOUNTING BRACKETS, ETC.

19. DEMOLISH EXISTING CONCRETE SLAB, REMOVE EXISTING UNDERSLAB PIPING.

COORDINATE DEMOLITION WITH PLUMBING DRAWINGS.

20. DEMO CHAINLINK FENCE BACK TO NEAREST LINE POST.

21. REMOVE BOLLARDS. REPAIR CONCRETE FLOOR AS NECESSARY, REF STRUCTURAL.

EXISTING WALL TO REMAIN

DEMOLISHED WALL

WALL TYPE SCHEDULE

GRAPHI

GENERAL DESCRIPTION - FOR REFERENCE ONLY

A. COMPLY WITH APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS

PERTAINING TO SAFETY OF PRESONS, PROPERTY, AND ENVIRONMENTAL PROTECTION.

B. PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS AS REQUIRED BY

APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND

WORKERS.

C. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY/ALL TEMPORARY BRACING REQUIRED TO

ACCOMPLISH DEMOLITION.

D. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE EFFECTED

AREAS AT NO COST TO THE GOVERNMENT.

E. REMOVE FROM SITE DAILY AND LEGALLY DISPOSE OF REFUSE, DEBRIS, RUBBISH, AND

OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS.

F. REMOVE DESIGNATED PARTITIONS, COMPONENTS, BUILDING EQUIPMENT, AND FIXTURES

AS REQUIRED FOR NEW WORK.

G. REMOVE ABANDONED HVAC EQUIPEMNT, INCLUDING DUCT WORK. RETURN TO

GOVERNMENT FOR FUTURE USE.

H. REMOVE ABANDOND ELECTRICAL, TELEPHONE, AND DATA CABLING AND DEVICES UNLESS

OTHERWISE NOTED.

I. REMOVE EXISTING FLOOR FINISHES AND PREPARE SUBFLOOR AS REQUIRED FOR NEW

FLOOR FINISHES.

J. COORDINATE EXACT LOCATIONS OF MATERIALS REMOVAL WITH OTHER CONTRACT

DOCUMENTS. FOR CLARITY, DIMENSIONS ARE NOT DUPLICATED. SEE A1.1

K. WHERE MATERIALS ARE REMOVED, PATCH FLOOR SLAB, STRUCTURE, AND ADJACENT

CONSTRUCTION TO REMAIN AS REQUIRED.

L. COORDINATE WITH MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION

DOCUMENTS FOR SYSTEMS TO BE REMOVED AND SYSTEMS CRITICAL FOR CONTINUOUS

OPERATION.

M. COORDINATE WITH STRUCTURAL FOR LOCATIONS REQUIRING SAWCUTS OF EXISTING

CONCRETE SLABS.

GENERAL DEMOLITION NOTES

FULL BUILDING DEMOLITION

PROJ.

NO.:

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

DATE:

DRAWN:

CHECKED:

SHEET NO.

N S:

C O

H W

I N G

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

lc o a T

N p h fa x

G ay S tre et

, S ui te

Kn ox vi lle , T

N t.

. 8

.2 em ai l:

in fo

Ar ch ite ct ur e.

co m

N P

8t h W

Ad d/

Al te r S ec ur ity

F or ce s

01.11.2018

BKTZ122005

AD1.1

E, T

Bu ild in g

E, T

SCALE: 1/8" = 1'-0"AD1.1

1 First Floor Demolition Plan

NOTE: DEMOLITION ILLUSTRATED MAY NOT REFLECT ALL OF

THE DEMOLITION REQUIRED TO CONSTRUCT THE PROJECT.

NO ADDITIONAL PAYMENT SHALL BE MADE FOR DEMOLITION

WORK REQUIRED TO ACCOMPLISH CONSTRUCTION.

SCALE: 1/8" = 1'-0"AD1.1

2 Second Floor Demolition Plan

DEMO ROLL UP DOOR DEMO EXISTING

EQUIPMENT BAY &

FOUNDATIONS

DEMO BDOC SIDE OF

BUILDING TO HIGH BAY

DEMOLISH EXISTING

EQUIPMENT BAY

DEMOLISH EXISTING TRAINING

TOWER, ROLL-UP DOOR, AND

FOUNDATIONS

DEMOLISH EXISTING ROOF

DEMOLISH EXISTING GUTTERS

AND DOWNSPOUTS

DEMOLISH EXISTING ROOFTOP

HVAC UNITS

REPAIR NEW

DEMOLISH EXISTING AREA FOR

RECONSTRUCTION, INCLUDING FOUNDATIONS

REMOVE ROOFTOP HVAC UNIT

DEMOLISH EXISTING ROLL-UP DOORREMOVE EXISTING WINDOW AIR

CONDITIONING UNITS

PROJ.

NO.:

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

DATE:

DRAWN:

CHECKED:

SHEET NO.

N S:

C O

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I N G

W e s t B e s s e m e r o a T

N p h

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Kn ox vi lle , T

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BKTZ122005

AD2.1

E, T

Bu ild in g

E, T

SCALE: 1/8" = 1'-0"AD2.1

2 DEMOLITION ELEVATION - NORTH

SCALE: 1/8" = 1'-0"AD2.1

1 DEMOLITION ELEVATION - SOUTH

DEMO TRAINING TOWER BEYOND

DEMO BDOC SIDE OF BUILDING TO HIGH BAY, INCLUDING FOUNDATIONS

DEMO EQUIPMENT BAY & FOUNDATION

DEMO TRAINING TOWER &

FOUNDATIONS

REMOVE THRU-WALL AIR

CONDITIONING UNITS

REMOVE WINDOW

PROJ.

NO.:

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

DATE:

DRAWN:

CHECKED:

SHEET NO.

N S:

C O

H W

I N G

W e s t B e s s e m e r o a T

N p h

G ay S tre et

, S ui te

Kn ox vi lle , T

N t.

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BKTZ122005

AD2.2

E, T

Bu ild in g

E, T

SCALE: 1/8" = 1'-0"AD2.2

1 DEMOLITION ELEVATION - EAST

SCALE: 1/8" = 1'-0"AD2.2

2 DEMOLITION ELEVATION - WEST

ACCESSORY STORAGE AREAS, MECHANICAL

AND EQUIPMENT ROOMS (300 GROSS)S

LIFE SAFETY LEGEND

FLOOR AREA ALLOWANCES

BUSINESS (100 GROSS)

ROOM NAME

ROOM NUMBER

27'

FIRE EXTINGUISHER CABINET

EMERGENCY LIGHT

EXIT SIGN

FEC

PATH OF TRAVEL

DISTANCE TO EXIT

FIRE ALARM PULL STATION

FIRE ALARM AUDIO/VISUAL

SIGNAL

SMOKE/HEAT DETECTOR

AU ASSEMBLY - UNCONCENTRATED (15 NET)

AUTOMATED EXTERNAL DEFRIBILLATORA.E.D.

ROOM NAME

EXIT SIGN W/ EMERGENCY LIGHT

WATER SERVICE AND

SPRINKLER

BREAK ROOM

FATS

CATM CLASSROOM

COMPUTER AREA

TRAINING

MANAGERS

CLASSROOM

OFFICES

SUPER

CORRIDOR

49'

68'

105'

NOTE: NO OTHER EQUIPMENT, FURNITURE,

OR STORAGE TO BE LOCATED IN THIS

AREA.

FEC

F L

L L

FEC

A.E.D.

BDOC

COMM

SIPR

1st SERGEANT

OPS

MANAGER

MECH

ELEC

71'

65'

62'

55'

47'

35'

HIGH BAY

30'

42'

COMM

STORAGE

37'

SUPPLY STORAGE

COMMANDER

CONFERENCE

COPY

WORKROOM

BDOC TOILET ROOM

CORRIDOR

ORDERLY

VESTIBULE

63'

55'

59'

43'

WOMEN'S

BATHROOM

MEN'S BATHROOM

MEN'S SHOWER

35'

ICE

L F

L L

SD SD

LIFE SAFETY NOTES

1. OCCUPANCY CLASSIFICATION: BUSINESS - OFFICE, TRAINING, SKILLS DEVELOPMENT, AND DATA PROCESSING PER IBC 2012.

2. CONSTUCTION TYPE: TYPE III B PER IBC 2012.

3. MAXIMUM ALLOWABLE HEIGHT: 3 STORIES PER IBC 2012.

4. MAXIMUM ALLOWABLE AREA: 17,500 SF PER IBC 2012. OPEN SPACE AREA INCREASE TO 30,635 SF.

5. RATED CONSTRUCITON: NO RATED STRUCTURE, WALL, ROOF, FIRE PARTITIONS, OR SEPARATION REQUIRED PER IBC 2012.

EXTERIOR WALL RATING REDUCED TO 0 HR PER TABLE 602 FOR >30' FIRE SEPARATION DISTANCE. NO OCCUPANCY SEPARATION REQUIRED PER IBC 508.3.2 NON-SEPARATED OCCUPANCIES WHEN THE MOST RESTRICTIVE APPLICABLE PROVISIONS OF SECTION 403 AND CHAPTER 9 OF IBC APPLY. EXPLOSIVE MATERIALS SHALL BE STORED PER CHAPTER 33 OF

INTERNATIONAL FIRE CODE.

6. EXITS: THE BUILDING IS REQUIRED TO HAVE 2 EXITS WITH A MINIMUM OF 32" CLEARANCE PER IBC 2012.

7. MAXIMUM TRAVEL DISTANCE ALLOWABLE OF 200' PER IBC 2012.

8. MAXIMUM DEAD END CORRIDOR OF 50' PER IBC 2012.

9. ACCESS CONTROLLED EGRESS DOORS ARE PERMITTED TO BE EQUIPPED WITH AN APPROVED ENTRANCE AND EGRESS

ACCESS CONTROL SYSTEM PER IBC 1008.1.9.8.

10. REF. ELECTRICAL PLANS FOR ALL DUCT LOCATED HEAT/SMOKE DETECTOR LOCATIONS.

ABA ARCHITECTURAL BARRIERS ACT

ABI ADDITIVE BID ITEM

ACT ACOUSTICAL CEILING TILE

ACT-MR ACOUSTICAL CEILING TILE -

(MOISTURE RESISTANT)

AFF ABOVE FINISHED FLOOR

ALUM ALUMINUM

ARCH ARCHITECTURAL

BD BOARD

BDRY BOUNDARY

BTM BOTTOM

BTW BETWEEN

CLNG CEILING

CMU CONCRETE MASONRY UNIT

CPT CARPET

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CSMT CASEMENT

CT CERAMIC TILE

CTR CENTER

DEMO DEMOLITION

DN DOWN

EA EACH

EJ EXPANSION JOINT

ELEV ELEVATION

ELEC ELECTRICAL

EPS EXPANDED POLYSTYRENE

EQ EQUAL

EQUIP EQUIPMENT

EXT EXTERIOR

EXST EXISTING

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FINISH FLOOR ELEVATION

FURN FURNITURE

GA GAUGE

GOV'T GOVERNMENT

GYP BD GYPSUM BOARD

GYP-MR GYPSUM BOARD -

(MOISTURE RESISTANT)

HM HOLLOW METAL

HGT HEIGHT

INSUL INSULATION

INST INSTRUCTIONS

INT INTERIOR

JT JOINT

MAX MAXIMUM

MECH MECHANICAL

MFD MANUFACTURED

MFR MANUFACTURER

MIN MINIMUM

MO MASONRY OPENING

MTL METAL

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

PREFIN PRE-FINISHED

RM ROOM

SIM SIMILAR

SPECS SPECIFICATIONS

ABBREVIATIONS

T TEMPERED

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOS TOP OF SLAB

TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED

OTHERWISE

VIF VERIFY IN FIELD

W/ WITH

WD WOOD

WPR WATERPROOFING

WWF WELDED WIRE FABRIC

XPS EXTRUDED POLYSTYRENE

& AND

< ANGLE

@ AT

CL CENTERLINE

Ø DIAMETER

BUILDING CODE ANALYSIS

APPLICABLE CODES:

SITE ADDRESS:

BUILDING OCCUPANCY:

BUILDING CONSTRUCTION TYPE:

BUILDING ALLOWABLE AREA:

OCCUPANCY LOAD:

EGRESS WIDTH:

EXIT ACCESS TRAVEL DISTANCE:

MAXIMUM HEIGHT:

INTERIOR BEARING WALLS,

COLUMNS, BEAMS, GIRDERS,

FLOOR, CEILINGS, AND ROOF

ASSEMBLIES:

2012 INTERNATIONAL BUILDING CODE

2012 INTERNATIONAL ENERGY CONSERVATION CODE

NFPA 101-09 LIFE SAFETY CODE

UFC 1-2-01-05 GENERAL BUILDING REQUREMENTS

ARCHITECTURAL BARRIERS ACT

BUILDING 736

118TH WING

BERRY FIELD

NASHVILLE, TENNESSEE

BUSINESS B AND STORAGE-1

IBC TYPE IIIB, SPRINKLERED

OCCUPANCY B MAXIMUM AREA 30,635 SF

OCCUPANCY S-1 MAXIMUM AREA 17,500 SF

12,602 SF. EXISTING BUILDING

3,248 SF ADDITION

TOTAL DESIGNATED AREA: 15,850 SF

BUSINESS AREAS:

8,673 SF /100 = 87 OCCUPANTS

WAREHOUSE AREAS:

7,177 SF / 500 = 15 OCCUPANTS

TOATL: 102 OCCUPANTS

44" MINIMUM WIDTH

200': 105' DESIGNED

3 STORIES: 1 DESIGNED

ANY MATERIAL PERMITTED BY CODE

PROJ.

NO.:

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

DATE:

DRAWN:

CHECKED:

SHEET NO.

N S:

C O

H W

I N G

W e s t B e s s e m e r o a T

N p h

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01.11.2018

BKTZ122005

A0.1

E, T

Bu ild in g

E, T

SCALE: 1/8" = 1'-0"A0.1

1 First Floor Life Safety Plan

A2.1

A2.11

A2.1

WATER SERVICE AND

SPRINKLER

BREAK ROOM

FATS

TRAINING

MANAGERS

COMPUTER AREA

CLASSROOM

CATM CLASSROOM

OFFICES

SUPER

CORRIDOR

A3.1

CANOPY

ABOVE

W4-A

INFILL EXST

WINDOWS ABOVE.

W3-B

EXISTING CHAIN LINK FENCE WITH GATE, VERIFY LOCATION IN

FIELD

FEC

131B

REPAIR WALL @

DEMOLISHED W/D

CONNECTION

NOTE: VAULT & IT REMAINS

OPERATOINAL &

ACCESSIBLE

INFILL EXISTING AC

OPENINGS ABOVE

STORAGE

COMM

MANAGER

OPS

1st SERGEANT

COMM

SIPR

BDOC

MECH

ELEC

BDOC TOILET ROOM

INFILL EXISTING AC

OPENINGS ABOVE

A3.1

REPAIR MINOR CONST.

116D

116E

117A

131A

130A

129A

128B

126A

125B

122A

133A

122B

127B129B

109A

118A

104A

105A

106A

108A

107A

103A

116B

116F 110A

116A

HIGH BAY

SUPPLY STORAGE

15' - 4"

9' - 10 7/8"

24' - 6 7/16"

9' - 10 7/8"

FEC

3" EXPANSION JOINT

EXISTING VAULT

EXPANSION

JOINT

EXPANSION

JOINT

" LOCKERS

7' - 0 5/8"

12' - 9 1/4"

4' - 2"

15' - 0"

127A

W1-A

W3-A

W5-A

W4-A W5-A

W5-A

W8-A

W6-B

W6-C

W8-B

W5-C

W6-B

W7-B

W3-B

W5-A

W6-A

W3-A

W5-A

W4-A

EXPANSION

JOINT

CONFERENCE

VESTIBULE

COPY

ORDERLY

101CORRIDOR

102A

115A

WORKROOM

COMMANDER

13' - 4"

41' - 4"

10' - 0"

W8-A

W5-A

W6-A

W5-A

W8-A

W1-A

W1-A W1-A

W1-A

11' - 0"

2' - 6"

1' - 8"

GENERATOR PAD, REF. CIVIL DWGS

A7.2

A7.1

A7.2

112A

100A

136B

MEN'S BATHROOM

MEN'S SHOWER

WOMEN'S

BATHROOM

138A

UTILITY

136A

135A

132B

16' - 4" 11' - 0" 9' - 10"

"6' - 1 15/16"

100B

120A

120B

116C

FE WF-B

WF-B

AED

128A

ACCESS FLOORING

A4.1

A4.2

A4.3

ACCESS

FLOORING

NOTE: OVERHEAD CRANE TO REMAIN IN

PLACE. DISCONNECT POWER TO CONTROLS.

ICE MAKER, BY GOVT, REF PLUMBING

DWGS

121A

ICE

EXISTING CASEWORK

AND REFRIGERATOR

ELECTRICAL PANEL, REF

ELECTRICAL DWGS

D.S.

ELECTRIC METER

GAS METER

D.S.

MOP SINK, REF PLUMBING DWGS

F.D.

W5-A

ELECT

PANELS, REF

ELECT DWGS

5' - 8 3/4"

W9-A

NOTE: ALL RESTROOM WALLS TO DECK

A7.3 3

A7.3

20' - 5 1/2"

18" MIN

119A

GENERAL NOTES

1. DO NOT SCALE THIS OR ANY DRAWING.

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

3. NEW WALL DIMENSIONS ARE TO FACE OF STUD OR EXISTING STRUCTURE; DIMENSIONS TO EXISTING

WALLS ARE TO FACE OF WALL FINISH. ALL NEW WALLS TO EXTEND 18" ABOVE CEILING LEVEL UNLESS

NOTED OTHERWISE.

4. ALL NON-BDOC RESTROOM WALLS TO FULLY EXTEND TO ROOF DECK.

5. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO CONTRACTING OFFICER PRIOR TO PROCEEDING

WITH THE WORK.

6. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL LOCAL CODES, ORDINANCES, AMENDMENTS, AND CONVENANTS.

7. 2012 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.

8. 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.

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

10. ALL FURNITURE, LOCKERS, AND CORK/WHITEBOARDS SHOWN ARE NOT IN CONTRACT. CONTRACTOR TO

PROVIDE BLOCKING AND OTHER RELATED ITEMS TO PREPARE CONSTRUCTION TO ACCEPT N.I.C. ITEMS.

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

PATCHED, EXPOSED FACES AND COURSING SHALL ALIGN FLUSH.

WALL TYPE SCHEDULE

EXISTING WALL

MAR

GRAPHI

GA/UL NO. RATIN

GENERAL DESCRIPTION - FOR REFERENCE ONLY

W5-A

W5-C

W6-B

NOT

RATED

W7-A

W6-A

INTERIOR INFILL WALL

• 6" OR 8" CMU TO MATCH EXISTING

CONTRACTOR TO VERIFY EXISTING WALL CONSTRUCTION

BEFORE PROCEEDING WITH WORK. REPORT DISCREPANCIES

TO CONTRACTING OFFICER.

NOT

RATED

N/A

INTERIOR WALL

• (1) LAYER 5/8" GYP. BD.

• 3-5/8" 20 ga METAL STUDS @ 16" O.C.; EXTEND TO UNDERSIDE OF

DECK

• (1) LAYER 5/8" GYP. BD.

NOT

RATED

N/A

INTERIOR WALL

• (1) LAYER 5/8" GYP. BD.

• 6" 20 ga METAL STUDS @ 16" O.C.; EXTEND TO UNDERSIDE OF DECK

• (1) LAYER 5/8" GYP. BD.

NOT

RATED

N/A

INTERIOR WALL

• (1) LAYER 5/8" GYP. BD.

• 6" 20 ga METAL STUDS WITH SOUND INSULATION @ 16" O.C.;

EXTEND TO UNDERSIDE OF DECK

• (1) LAYER 5/8" GYP. BD.

NOT

RATED

N/A

INTERIOR FURRING WALL

• 1 1/2" 20 ga METAL FURRING CHANNEL

• (1) LAYER 5/8" GYP. BD.

N/A

INTERIOR WALL

• (1) LAYER 5/8" GYP. BD.

• 3-5/8" 20 ga METAL STUDS WITH SOUND INSULATION @ 16" O.C.;

EXTEND 18" ABOVE ACT

• (1) LAYER 5/8" GYP. BD.

NOT

RATED

N/A

W1-A

NOT

RATED

N/A EXTERIOR WALL

• BRICK TO MATCH EXISTING

• 2" AIR SPACE

• R=10 RIGID INSULATION

• AIR BARRIER/WATERPROOFING

• 8" CMU

• 1 1/2" 20 ga FURRING CHANNEL @ 16" O.C.

• (1) LAYER 5/8" GYP. BD.

W3-A

EXTERIOR INFILL WALL

• BRICK TO MATCH EXISTING; TOOTH IN

• AIR BARRIER/WATERPROOFING

• 8" CMU, TOOTH IN

NOT

RATED

N/A

NOT

RATED

W7-B

INTERIOR FURRING WALL

• 6" 20 ga METAL STUDS @ 16" O.C., EXT TO UNDERSIDE OF DECK

• (1) LAYER 5/8" GYP. BD.

N/A

INTERIOR WALL

• (1) LAYER 5/8" GYP. BD.

• 3-5/8" 20 ga METAL STUDS WITH SOUND INSULATION @ 16" O.C.;

EXTEND TO UNDERSIDE OF DECK(1) LAYER 5/8" GYP. BD.

• (1) LAYER 5/8" GYP. BD.

W8-A NOT

RATED

N/A

W4-A

CMU WALL

• 6" OR 8" CMU BLOCKS

W9-A NOT

RATED

N/A

STC

W3-B

EXTERIOR INFILL WALL

• BRICK TO MATCH EXISTING; TOOTH IN

• AIR BARRIER/WATERPROOFING

• 6" CMU, TOOTH IN

NOT

RATED

N/A

W5-B NOT

RATED

N/A INTERIOR WALL

• (1) LAYER 5/8" GYP. BD.

• 3-5/8" 20 ga METAL STUDS WITH SOUND INSULATION @ 16"

O.C.; EXTEND TO UNDERSIDE OF DECK

• (1) LAYER 5/8" GYP. BD.

W6-C

INTERIOR WALL

• (1) LAYER 5/8" GYP. BD.

• 6" 20 ga METAL STUDS @ 16" O.C.; EXT 18" ABOVE ACT

• (1) LAYER 5/8" GYP. BD.

NOT

RATED

N/A

INTERIOR WALL

• (1) LAYER 5/8" GYP. BD.

• 3-5/8" 20 ga METAL STUDS WITH SOUND INSULATION @ 16" O.C.;

EXTEND TO UNDERSIDE OF DECK(1) LAYER 5/8" GYP. BD.

• (1) LAYER 5/8" GYP. BD.

W8-B NOT

RATED

N/A 38

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

1 First Floor Plan

PROJ.

NO.:

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

DATE:

DRAWN:

CHECKED:

SHEET NO.

N S:

C O

H W

I N G

W e s t B e s s e m e r o a T

N p h

G ay S tre et

, S ui te

Kn ox vi lle , T

N t.

. 8

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01.11.2018

BKTZ122005

A1.1

E, T

Bu ild in g

E, T

CANOPY ABOVE

A3.1

PREFIN MTL

GUTTERS &

DOWNSPOUTS

DOWNSPOUT, BOOT

UNDERGROUND,

TYP, SEE CIVIL

135 46

1' - 0"

ELEC METER

GAS METER

3/4" / 1'-0"

INTAKE LOUVRE, REF

MECH DWGS

PREFIN MTL GUTTERS

AND DOWNSPOUTS

13'-4" A.F.F.

TOP OF MASONRY

10'-8" A.F.F.

TOP OF MASONRY @ VESTIBULE

0'-0"

FFE

EXISTING BRICK

PREFIN MTL DOWNSPOUTS

EXISTING HM DOOR

AND FRAME, PTD

PREFIN STANDING

SEAM MTL ROOFING

FACE BRICK

HM DOOR AND

FRAME, PTD

HOSE BIB, REF

PLUMBING

FOR FOOTINGS AND

FOUNDATIONS, REF

STRUCTURAL DWGS

A3.1

3" SEIMSIC EXPANSION

JOINT

EXST OVERHEAD

DOOR TO REMAIN

D C B

INFILL TO MATCH EXISTING

3/4" / 1'-0"

13'-4" A.F.F.

TOP OF MASONRY

0'-0"

FFE

11'-0"

EXISTING BEARING

0'-0"

FFE

13'-5 3/4"

JBE

15'-9 5/8"

JBE

FACE BRICK

PREFIN MTL GUTTERS &

DOWNSPOUTS

EXST FACE BRICK

EXISTING FACE BRICK

PREFIN MTL GUTTERS &

DOWNSPOUTS

HOSE BIB, REF PLUMBING

REF STRUCTURAL DWGS

FOR FOOTING AND

FOUNDATIONS

PREFIN STANDING SEAM MTL

ROOFING & FACE TRIM

REF STRUCTURAL

FOR FOOTING AND

FOUNDATIONS

REMOVE EXISTING DOOR AND

FRAME, TYP. INFILL BLOCK

AND TOOTH IN BRICK TO

MATCH EXISTING

CONSTRUCTION.

EXST OVERHEAD

DOOR TO REMAIN 2

A3.1

INFILL EXST

CANOPY

3" SEISMIC

EXPANSION JOINT

DCB

3/4" / 1'-0"

INFILL CMU AND

BRICK TO MATCH

EXISTING TO NEW

ROOF, TYP.

13'-4" A.F.F.

TOP OF MASONRY

0'-0"

FFE

13'-5 3/4"

JBE

15'-9 5/8"

JBE

FACE BRICK

PREFIN MTL GUTTERS &

DOWNSPOUTS

PREFIN STANDING SEAM MTL

ROOFING & FACE TRIM

HOSE BIB, REF

PLUMBING DWGS

EXISTING HM DOOR

AND FRAME, PTD

FDC

EXISTING HM DOOR

AND FRAME, PTD

EXISTING WINDOW TO

REMAIN

STL COLUMN, PTD.

REF STRUCTURAL

FOR FOOTING AND

FOUNDATIONS

A3.1

EXST HIGH BAY, BEYOND

INFILL BLOCK AND TOOTH IN

BRICK TO MATCH EXST

CONSTRUCTION

INFILL BLOCK AND TOOTH IN BRICK TO

MATCH EXISTING CONSTRUCTION, TYP ALL

DEMOLISHED OPENINGS

CANOPY

1 3 54 6 7 8

EXISTING WINDOWS, TYP

HOSE BIB, REF PLUMBING

EXISTING HM DOOR AND

FRAME, PTD

HM DOOR AND

FRAME, PTD

EXISTING HM DOOR AND

FRAME, PTD

11'-0"

EXISTING BEARING

0'-0"

FFE

PROJ.

NO.:

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

DATE:

DRAWN:

CHECKED:

SHEET NO.

N S:

C O

H W

I N G

W e s t B e s s e m e r o a T

N p h

G ay S tre et

, S ui te

Kn ox vi lle , T

N t.

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F or ce s

01.11.2018

BKTZ122005

A2.1

E, T

Bu ild in g

E, T

SCALE: 1/8" = 1'-0"A2.1

1 North Elevation

SCALE: 1/8" = 1'-0"A2.1

2 West Elevation

SCALE: 1/8" = 1'-0"A2.1

3 East Elevation

SCALE: 1/8" = 1'-0"A2.1

4 South Elevation

HIGH BAY

MANAGER

A3.1

TRAINING

MANAGERS

CORRIDOR

REPAIR MINOR CONST.

3/4" / 1'-0"

STORAGE

COMM

COMMANDER

CONFERENCE

CORRIDOR

DCB

0'-0"

FFE

13'-4" A.F.F.

TOP OF MASONRY

0'-0"

FFE

13'-5 3/4"

JBE

15'-9 5/8"

JBE

3" EXP JOINT

A3.1

BDOC

1 3 54 6 7 8

WORKROOM

CORRIDOR

CONFERENCE

ACCESS FLOORING SYSTEM

PROJ.

NO.:

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

DATE:

DRAWN:

CHECKED:

SHEET NO.

N S:

C O

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A3.1

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SCALE: 1/8" = 1'-0"A3.1

1 Building Section

SCALE: 1/8" = 1'-0"A3.1

2 Section 14

INFILL CMU TO MATCH EXISTING

FLUID APPLIED AIR AND

MOISTURE BARRIER

INFILL BRICK TO MATCH EXISTING

EXISTING CMU AND BRICK WALL

EXISTING TURNDOWN SLAB

EXISTING ROOF TO REMAIN

HORIZ MASONRY TIES @ 16" O.C. VERT

EXISTING FOUNDATION, VIF

EXISTING

STRUCTURE TO

REMAIN

ACCESS FLOORING SUPPORTS

ACCESS FLOORING PANELS

4" CONC SLAB, REF STRUCTURAL

4" MIN CRUSHED GRAVEL, CLEANED, REF STRUCTURAL

CONC FOOTING, REF STRUCTURAL

5/8" GYP BD

3-5/8" MTL STUDS

ACOUSTICAL BATT INSULATION,

REF WALL SCHEDULE FOR STC

REQUIREMENTS

ACT CEILING SYSTEM

MTL ROOF DECK, REF

STRUCTURAL

R-25 MIN RIGID INSULATION

STANDING SEAM MTL ROOF

ACOUSTICAL SEALANT AT GYP

TO ROOF DECK JOINT PER STC

REQUIREMENT

ACOUSTICAL SEALANT AT GYP

TO SLAB JOINT PER STC

REQUIREMENT

4" CONC SLAB W/

TURNDOWN. REF

STRUCTURAL DWGS

PROJ.

NO.:

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

DATE:

DRAWN:

CHECKED:

SHEET NO.

N S:

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A4.1

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SCALE: 3/4" = 1'-0"A4.1

1 SECTION @ OPENING INFILL

SCALE: 3/4" = 1'-0"A4.1

2 SECTION THRU ACCESS FLOOR

7 8

1-5/8" MTL FURRING

CHANNEL @ 16" O.C.

PRECAST CONC LINTEL,

REF STRUCTURAL

ACT CEILING SYSTEM

5/8" GYP BD

STL JOIST, REF.

STRUCTURAL

PREFINISHED STANDING

SEAM METAL ROOFING

MIN R-25 RIGID

INSULATION

MTL ROOF DECK, REF

STRUCTURAL

PREFIN MTL GUTTERS & DOWNSPOUTS

STL COLUMNS BEYOND,

REF STRUCTURAL

HORIZ MASONRY TIES @ 16" O.C.

VERT, TYP

THRU WALL FLASHING TO WEEPS, TYP

FLUID APPLIED AIR & MOISTURE BARRIER, TYP

GROUT SOLID BELOW FLASHING

R-10 RIGID INSULATION, CONT, TYP

BRICK TO MATCH EXISTING ADJ STRUCTURE

FOUNDATION DRAIN, CONNECT TO

STORM DRAIN SYSTEM, REF CIVIL DWGS

STL DECKING, REF STRUCTURAL DWGS

HT UNDERLAYMENT

R-25 (MIN) RIGID INSULATION

2x PT WD BLOCKING, CONT

(2) LAYERS 3/4" EXT PLYWOOD

SHEATHING

PREFIN MTL FASCIA TRIM W/

CONTINUAL CLEATS

PREFIN MTL SOFFIT PANELS

R-10 (MIN) RIGID INSULATION

AIR * MOISTURE BARRIER. LAP AND

TAPE ALL SEAMS

5/8" EXT SHEATHING

2x PT WD BLOCKING

AIR & MOISTURE BARRIER, LAP AND

TAPE ALL SEAMS

R-25 (MIN) RIGID INSULATION

2" AIR GAP

FLUID APPLIED AIR & MOISTURE

BARRIER

8" CMU, REF STRUCTURAL DWGS

STL COLUMN, REF STRUCTURAL

(2) 3/4" PT PLYWOOD FASCIA BOARDS

PREFIN MTL FASCIA PANEL

A4.3

SIM

1' - 6" 0' - 7 5/8"

4" THK CONC SLAB, REF

STRUCTURAL DWGS

4" THK CRUSHED STONE, REF

STRUCTURAL DWGS

FOR FOOTINGS AND FOUNDATIONS,

REF STRUCTURAL DWGS

10 MIL VAPOR BARRIER,

LAP AND TAPE ALL JOINTS

GROUT ALL CELLS SOLID BELOW GRADE

PREFIN MTL FLASHING AND CLEAT

PREFIN MTL GUTTERS & DOWNSPOUTS

HORIZ MASONRY TIES @ 16" O.C.

VERT, TYP

THRU WALL FLASHING TO WEEPS, TYP

WEEPS @ 32" O.C., TYP

FLUID APPLIED AIR & MOISTURE BARRIER, TYP

GROUT SOLID BELOW FLASHING

R-10 RIGID INSULATION, CONT, TYP

BRICK TO MATCH EXISTING ADJ STRUCTURE

FOUNDATION DRAIN, CONNECT TO

STORM DRAIN SYSTEM, TYP

PREFIN MTL SOFFIT PANELS

R-10 (MIN) RIGID INSULATION

AIR * MOISTURE BARRIER. LAP AND

TAPE ALL SEAMS

5/8" EXT SHEATHING

2x PT WD BLOCKING

R-10 (MIN) RIGID INSULATION

2" AIR GAP

FLUID APPLIED AIR & MOISTURE

BARRIER

8" CMU, REF STRUCTURAL DWGS

STL COLUMN, REF STRUCTURAL

(2) 3/4" PT PLYWOOD FASCIA BOARDS

PREFIN MTL FASCIA TRIM

A4.3

1-5/8" MTL FURRING

CHANNEL @ 16" O.C.

ACT CEILING SYSTEM

5/8" GYP BD

STL JOIST, REF.

STRUCTURAL

MTL ROOF DECK, REF

STRUCTURAL

4" THK CONC SLAB, REF

STRUCTURAL DWGS

4" THK CRUSHED STONE, REF

STRUCTURAL DWGS

10 MIL VAPOR BARRIER,

LAP AND TAPE ALL JOINTS

FOR FOOTINGS AND FOUNDATIONS,

REF STRUCTURAL DWGS

GROUT ALL CELLS SOLID BELOW GRADE

PROJ.

NO.:

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

DATE:

DRAWN:

CHECKED:

SHEET NO.

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A4.2

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SCALE: 3/4" = 1'-0"A4.2

2 SECTION THRU VESTIBULE

SCALE: 3/4" = 1'-0"A4.2

1 SECTIOIN THRU SIDE WALL

STL BEAM, REF STRUCTURAL DWGS

STL JOIST, REF STRUCTURAL DWGS

STL DECKING, REF STRUCTURAL DWGS

PREFINISHED MTL STANDING SEAM

ROOFING

HT UNDERLAYMENT

R-25 (MIN) RIGID INSULATION

2x PT WD BLOCKING, CONT 3x5 STL ANGLE, CONT, REF

STRUCTURAL DWGS

(2) LAYERS 3/4" EXT PLYWOOD

SHEATHING

PREFIN MTL GUTTER & DOWNSPOUTS

PREFIN MTL FASCIA TRIM W/

CONTINUAL CLEATS

PREFIN MTL SOFFIT PANELS

R-10 (MIN) RIGID INSULATION

AIR * MOISTURE BARRIER. LAP AND

TAPE ALL SEAMS

5/8" EXT SHEATHING

2x PT WD BLOCKING

HORIZONTAL MASONRY TIES @ 16"

O.C. TYP

8" CMU BOND BEAM, REF

STRUCTURAL DWGS

R-25 (MIN) RIGID INSULATION

2" AIR GAP

FLUID APPLIED AIR & MOISTURE

BARRIER

8" CMU, REF STRUCTURAL DWGS

STL COLUMN, REF STRUCTURAL

COL

TYP

1' - 0" TYP

CONC STORAGE PLATFORM, REF STRUCTURAL

METAL DECKING, REF STRUCTURAL

K-JOIST, REF STRUCTURAL

STL ANGLE, REF STRUCTURAL

BOND BEAM, REF STRUCTURAL

8" CMU, TYP

THICHEN SLAB AT WALL, REF STRUCTURAL

8' CHAIN LINK FENCE

NOTE: STAIRS REMOVED FOR CLARITY

10'-0" AFF

T.O.M.

PREFIN STANDING SEAM MTL ROOF

STL COLUMN, REF STRUCTURAL

OPEN WEB JOIST, REF STRUCTURAL

SEALANT, CONT

PREFIN MTL REGLET, TYP

FLEXIBLE EXPANSION JOINT

PREFIN MTL FLASHING BY ROOF MANUFACTURER

MTL FLASHING CLEAT

PT WD BLOCKING, TYP

3" MIN

PROJ.

NO.:

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

DATE:

DRAWN:

CHECKED:

SHEET NO.

N S:

C O

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N p h

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A4.3

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SCALE: 1 1/2" = 1'-0"A4.3

2 TYP SOFFIT DETAIL

SCALE: 3/4" = 1'-0"A4.3

1 WALL SECTION @ MECHANICAL

SCALE: 1 1/2" = 1'-0"A4.3

3 EXPANSION JOINT DETAIL

A3.1

EXISTING ROOF TO REMAIN

CANOPY

GUTTER

A3.1

PREFIN MTL

GUTTERS &

DOWNSPOUTS

AD2.21

AD2.1

3/4" / 1'-0"

/ 1

'-0

STANDING SEAM METAL ROOF

4" VENT PIPE

MECH CURB

RTU 1

RTU 2

2" VENT

2" VENT PIPE

DS (EXST)

3" EXP JOINT

A7.3 3

A7.3

FLUE

6" RIGID INSULATION, STAGGERED ALL JOINTS

EXISTING METAL DECK

2x BLOCKING

UNIT MOUNTING CURB

BASE PLY

MODIFIED MEMBRANE

BASE FLASHING PLY 6" MIN.

MODIFIED MEMBRANE FLASHING PLY 9" MIN.

COUNTERFLASHING

FASTENER 8" O.C.

CANT STRIP

1/2"

BASE OF UNIT EXTENDS 1/2" MIN. BEYOND

AND DOWN OVER TOP OF CURB

SEALING MATERIAL MUST BE

CONTINUOUS ON THE PERIMETER

2x WOOD NAILER

VENT PIPE

STAINLESS STEEL

DRAW BAND

PIPE BOOT, SET IN

CONTINUOUS BUTYL SEALANT

TURN EDGE OF HOLE

IN PAN TO STIFFEN

CUT PANEL TO ALLOW FOR

THERMAL EXPANSION

MOVEMENT AROUND PIPE

PENETRATION, TYP

FASTENER, PER MANUFACTURER

PROJ.

NO.:

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

DATE:

DRAWN:

CHECKED:

SHEET NO.

N S:

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A5.1

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SCALE: 1/8" = 1'-0"A5.1

1 Roof Plan

SCALE: 1 1/2" = 1'-0"A5.1

2 Roof Curb Detail

SCALE: 1 1/2" = 1'-0"A5.1

3 Vent Penetration

WATER SERVICE AND

SPRINKLER

BREAK ROOM

FATS

CATM CLASSROOM

COMPUTER AREA

TRAINING

MANAGERS

CLASSROOM

OFFICES

SUPER

CORRIDOR

OPEN

EXST CEILING AND

LIGHTING TO REMAIN

+ 8' - 0"

OPEN

OPEN OPEN

OPEN

SDSD

EXST LIGHTING TO

REMAIN

EXST LIGHTING IN THIS AREA SHALL

REMAIN AS IS. MAINTAIN POWER TO

DEVICES. SEE ELECTRICAL.

+ 8' - 0"

+ 10' - 0" + 10' - 0"

+ 10' - 0"

+ 8' - 0"

INFILL EXST

WINDOWS .

BDOC

BDOC TOILET ROOM

SIPR

COMM

1st SERGEANT

OPS

MANAGER

MECH

ELEC

SUPPLY STORAGE

HIGH BAY

CONFERENCE

COMMANDER

COPY

WORKROOM

VESTIBULE

CORRIDOR

ORDERLY

OPEN TO DECK

CENTER ACTGRID IN ROOM, U.N.O.

CENTER ACT GRID IN ROOM, U.N.O.

CENTER ACT GRID IN

ROOM, U.N.O.

E Q

+ 10' - 0"

+ 8' - 0"

+ 8' - 6"

OPEN TO DECK

CENTER ACTGRID

IN ROOM, U.N.O.

20" x 30" ATTIC ACCESS IN EXIST ROOF DECK

30" MIN CLEAR HEIGHT ABOVE ACCESS POINT

WOMEN'S

BATHROOM

MEN'S BATHROOM

MEN'S SHOWER

UTILITY

STORAGE

COMM

HVAC SUPPLY DIFFUSER

HVAC R/A GRILL

2X4 FLUORESCENT FIXTURE

EXHAUST FAN

COMBINATION EMERGENCY LIGHT AND EXIT LIGHT

CEILING HEIGHT+ 8'-0"

RCP Legend

2X2 FLUORESCENT FIXTURE

24"X48" DIVIDED ACOUSTICAL CEILING TILE -

GRID TO BE CENTERED IN ROOM IN BOTH

DIRECTIONS UNLESS NOTED OTHERWISE.

24"X48" MOISTURE RESISTANT DIVIDED

ACOUSTICAL CEILING TILE - GRID TO BE

CENTERED IN ROOM IN BOTH DIRECTIONS

UNLESS NOTED OTHERWISE.

NOTE:

SEE MECHANICAL AND ELECTRICAL SHEETS FOR FIXTURE DETAILS

ALUMINUM SOFFIT

1X4 FLUORESCENT FIXTURE

24"X24" ACOUSTICAL CEILING TILE - GRID TO BE

CENTERED IN ROOM IN BOTH DIRECTIONS

UNLESS NOTED OTHERWISE.

PROJ.

NO.:

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

DATE:

DRAWN:

CHECKED:

SHEET NO.

N S:

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A6.1

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SCALE: 1/8" = 1'-0"A6.1

1 First Floor Reflected Ceiling Plan

BATHROOM NOTES

1. EXTEND ALL PARTITION WALLS 6" ABOVE ACT, MIN

2. REF STANDARD MOUNTING HEIGHTS FOR TOILET

ACCESSORY LOCATIONS

3. INSTALL SCHLUTER TRIM ON ALL OUTSIDE CORNERS PRIOR

TO TILE INSTALLATION, TYP.

SHOWER CURTAIN AND

ROD, TYP

0' - 0"

EXISTING FLOOR

8' - 0"

TILE @ PARTITIONS

SHOWER BENCH

SHOWER CURTAIN

AND ROD, TYP

FLOOR MOUNTED

WATER CLOSET

TOILET PAPER

DISPENSER

24" x 40" MIRROR

SOLID SURFACE COUNTER

W/ UNDER COUNTER

MOUNTED SINK AND PLAM

APRON

SOAP DISPENSER

24" x 40" MIRROR

PAPER TOWEL

DISPENSER

SOLID SURFACE COUNTER

W/ UNDER COUNTER

MOUNTED SINK AND PLAM

APRON

SOAP DISPENSER

ABA COMPLIANT HAND

SHOWER AND

CONTROLS

SHOWER CURTAIN AND

ROD, TYP

ADA GRAB BARS

1' - 6"

ABA COMPLIANT HAND

SHOWER AND

CONTROLS

SHOWER CURTAIN AND

ROD, TYP

ADA GRAB BARS

3' - 0"

SHOWER BENCH

SHOWER

CURTAIN AND

ROD, TYP

SHOWER BENCH

SHOWER

CURTAIN AND

ROD, TYP

ABA COMPLIANT

GRAB BAR

24" x 40" MIRROR

SOLID SURFACE COUNTER

W/ UNDER COUNTER

MOUNTED SINK AND PLAM

APRON

SOAP DISPENSER

PAPER TOWEL DISPENSER

METAL LOCKERS

ABA COMPLIANT

HAND SHOWER

24" x 40" MIRROR

PAPER TOWEL DISPENSER

SOLID SURFACE COUNTER

W/ UNDER COUNTER

MOUNTED SINK AND PLAM

APRON

SOAP DISPENSER

0' - 0"

EXISTING FLOOR

TOILET PARTITION, TYP

ADA GRAB BARS

FLOOR MOUNT

WATER CLOSET, TYP

TOILET PAPER

DISPENSER

ADA GRAB BARS

FLOOR MOUNT

WATER CLOSET, TYP

TOILET PARTITION, TYP

SHOWER BENCH, TYP

SHOWER

CURTAIN AND

ROD, TYP

ABA COMPLIANT

HAND SHOWER, TYP.

TOILET PAPER

DISPENSER

URINAL SCREEN, TYP

WALL MOUNTED

URINAL, TYP

CASED OPENING

URINAL SCREEN,

TYP.

SHOWER BENCH

SHOWER

CURTAIN AND

ROD, TYP

ABA COMPLIANT

GRAB BAR

ABA COMPLIANT

HAND SHOWER

AND CONTROLS

SHOWER BENCH

SHOWER

CURTAIN AND

ROD, TYP

ABA COMPLIANT

HAND SHOWER

CASED OPENING

METAL LOCKERS,

TYP

A7.1

A7.1 6

3' - 6" 5' - 6"

EQ EQ EQ EQ EQ EQ

MIN CLR

5' - 0"

8' - 6 3/4"

MIN CLR

5' - 0"

CLR MIN

5' - 0" EQ EQ

10' - 5 1/4"

CLR

3' - 3"

1' - 10 3/4"

W5-AW5-A

W5-A W6-A

W5-A

W6-C

W6-A

W6-C

W6-A

W6-C

W6-A

W7-C

RELOCATED

WATER

HEATER

FD FD

METAL

LOCKERS, NIC

3' - 4 5/8"

8' - 7"

CASED OPENING

4' - 4"

MIN CLR

8' - 5 5/8"

EQ EQ

PROJ.

NO.:

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

DATE:

DRAWN:

CHECKED:

SHEET NO.

N S:

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N p h

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A7.1

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SCALE: 1/4" = 1'-0"A7.1

2 INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"A7.1

3 INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"A7.1

5 INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"A7.1

4 INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"A7.1

6 INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"A7.1

8 ---

SCALE: 1/4" = 1'-0"A7.1

7 INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"A7.1

9 9/A7.1

SCALE: 1/4" = 1'-0"A7.1

10 INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"A7.1

11 INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"A7.1

12 12/A7.1

SCALE: 1/2" = 1'-0"A7.1

1 ENLARGED FLOOR PLAN - BATHROOMS

EQ EQ EQ2' - 0"EQ

WALL MOUNTED VANITY

1' - 7 1/8"2' - 0"1' - 5 5/8"

FLOOR MOUNTED FLUSH

VALVE WATER CLOSET

TOILET PAPER

DISPENSER

ABA COMPLIANT GRAB

BARS

2' - 6" 2' - 6"

1' - 0" 3' - 0" 1' - 0"

HARDWOOD CABINETS

SOLID SURFACE

COUNTERTOP W/

INTEGRAL SINK

HARDWOOD CABINETS

SOLID SURFACE

COUNTERTOP W/

INTEGRAL SINK

HARDWOOD CABINETS

3' - 0" 3' - 0"

1' - 6" 3' - 0" 1' - 6"

EQ EQ

WALL MOUNTED VANITY

FLOOR MOUNTED

FLUSH VALVE WATER

CLOSET

PAPER TOWEL DISPENSER

SOAP DISPENSER

24" x 40" MIRROR

TOILET PAPER

DISPENSER

ABA COMPLIANT GRAB

BARS

A7.2 8 6

WATER HEATER ABOVE ACT

CEILING, REF PLUMBING DWGS

A7.22

A7.26

48'

5' - 3"

36" MIN

6" MAX

ACCESSIBLE SHOWER FIXTURES

AND SHOWER GRAB BAR

LOCATIONS

CONTROL AND

COMPONENT

LOCATION

27" MAX

M A

FOLDING

SHOWER

SEAT

CL CL

60" MIN

6" MAX 6" MAX

1' - 6"

1' - 0" 2' - 0"

ACCESSIBLE TOILET GRAB

BAR LOCATIONS

ACCESSIBLE TOILET

GRAB BAR LOCATIONS

TOILET ACCESSORY

LOCATIONS

STANDARD

URINAL

ACCESSIBLE

URINAL

KNEE AND TOE

CLEARANCE AT SINK

MIRROR PAPER TOWEL

DISPENSER

CLOTHES HOOKS

& SHELVES

DRINKING

FOUNTAIN

TYPICAL ELECTRICAL MOUNTING HEIGHTS

IN BATHROOMS, UNLESS NOTED

OTHERWISE

GRAB BAR

3' - 4"

-1 9"

3' - 6"

MAX

1' - 0"

GRAB BAR 3' - 0" CL

SHELF

DOUBLE

TOILET

TISSUE

DISPENSE

" 7" 1'

-6

7" 2'

-3

3' -4

C E

3' -4

A C

C E

S S

4' -0

S T

A N

D A

R D

5' -9

3' -0

"M A

U T

O U

3' -8

6' -8

"D S

AV V

m in

9" m a x.

1' - 0"

RECESSED SHOWER SHELF LOCATION

GUIDE

RECESSED SHELF TILE PATTERN

0' - 6"

2' - 1"

0' - 0 3/4" 0' - 0 3/4"

0' - 7"

SOLID SURFACE TOP, SS1, UNDERMOUNT

LAVATORY

SOLID SURFACE BACKSPLASH

CAULK

2 x 6 FRAMING AT 16" O.C.

2 x 4 SUPPORTS AT 16" O.C. MAX

ANCHOR TO WALL WITH 1/4" BOLTS AT 32"

O.C. - IN METAL STUD WALLS PROVIDE

SOLID WOOD BLOCKING IN WALL TO

RECEIVE ATTACHMENT.

PANELS (INCLUDING REMOVABLE ACCESS

PANELS AT EACH SINK) TO BE FINISHED

CARPENTRY - FINISH WITH PLAM1 - TYP.

2' - 1"

BACKSPLASH AS COUNTERTOP

MATERIAL, 4" HIGH.

PLASTIC LAMINATE COUNTERTOP,

1-1/2" THICKNESS WITH MATCHING

T-MOLD EDGE

DOOR AND DRAWER FRONTS TO BE

FLUSH PANEL, PLASTIC LAMINATE FINISH

WITH T-MOLD EDGE, WIRE PULL.

ADJUSTABLE INTERIOR SHELF,

SOLID WOOD FINISH

4" KICK WITH RUBBER BASE.

WALL CABINETS, SOLID WOOD

BOX, DOOR FRONTS TO BE

FLUSH PANEL, SOLID WOOD

PROJ.

NO.:

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

DATE:

DRAWN:

CHECKED:

SHEET NO.

N S:

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N p h

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A7.2

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Bu ild in g

E, T

SCALE: 1/4" = 1'-0"A7.2

2 INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"A7.2

3 INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"A7.2

5 INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"A7.2

6 INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"A7.2

8 INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"A7.2

4 INTERIOR ELEVATION

SCALE: 1/2" = 1'-0"A7.2

7 ENLARGED FLOOR PLAN - CONFERENCE COFFEE STATION

SCALE: 1/2" = 1'-0"A7.2

1 ENLARGED FLOOR PLAN - BDOC TOILET ROOM

SCALE: 1/4" = 1'-0"A7.2

9 Standard Mounting Heights

TILE PATTERNS TO BE

CENTERED ON WALLS, TYP

SCALE: 1" = 1'-0"A7.2

10 Sink Apron Detail

SCALE: 3/4" = 1'-0"A7.2

11 Typical Cabinet Detail

10'-5"

STORAGE FLOOR LEVEL

0'-0" F.F.E.

MTL PREFAB STAIR

13 TREADS @ 8 1/2" EA

14 RISERS @ 8 15/16" EA

3'-6" STL GUARDRAIL, TYP

3'-6" STL GUARDRAILW/ HANDRAIL @ 3'-0"

WEIGHT LIMIT PLACARD TO READ:

"MAXIMUM LOAD NOT TO EXCEED

UNIFORM DESIGN LOAD OF 125PSF".

4' - 0"EQ

REMOVABLE SECTION FOR

FORKLIFT ACCESS

WEIGHT LIMIT PLACARD TO READ:

"MAXIMUM LOAD NOT TO EXCEED

UNIFORM DESIGN LOAD OF 125PSF".

0'-0" F.F.E.

10'-5"

STORAGE FLOOR ELEVATION

0' - 2"

WEIGHT LIMIT PLACARD TO READ:

"MAXIMUM LOAD NOT TO EXCEED

UNIFORM DESIGN LOAD OF 125PSF".

6' - 0"

STL GUARDRAIL

CONC. DECK, REF STRUCTURAL

PREFAB MTL

INDUSTRIAL STAIR

PROJ.

NO.:

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

DATE:

DRAWN:

CHECKED:

SHEET NO.

N S:

C O

H W

I N G

W e s t B e s s e m e r o a T

N p h

G ay S tre et

, S ui te

Kn ox vi lle , T

N t.

. 8

.2 em ai l:

in fo

Ar ch ite ct ur e.

co m

R G

D E

N S

8t h W

Ad d/

Al te r S ec ur ity

F or ce s

01.11.2018

BKTZ122005

A7.3

E, T

Bu ild in g

E, T

SCALE: 1/4" = 1'-0"A7.3

2 STORAGE MEZZANINE ELEVATOIN

SCALE: 1/4" = 1'-0"A7.3

3 STORAGE MEZZANINE ELEVATION

SCALE: 1/4" = 1'-0"A7.3

1 ENLARGED FLOOR PLAN - STORAGE MEZZANINE

VARIES

V A

FULL GLASSFLUSH

VARIES

0' - 4"0' - 4"

"V A

FGF

V A

S 0'

0' - 2" VARIES 0' - 2"

V A

S 0'

0' - 2" VARIES 0' - 2"

1 2

DOOR SCHEDULE NOTES

HM = HOLLOW METAL

SCWD = SOLID CORE WOOD

90 MIN. = 90 MINUTE RATED DOOR

EXST = EXISTING

GOVERNMENT FURNISHED DOORS AND FRAMES TO BE PRIMED AND

PAINTED AND INSTALLED BY CONTRACTOR.

GOVERNMENT FURNISHED DOORS AND FRAMES WILL NOT INCLUDE

HARDWARE.

BRICK

1-1/2" AIR GAP

2" RIGID INSULATION

WATERPROOFING

8" CMU BOND BEAM

METAL FLASHING

STEEL ANGLE

7/8" FURRING CHANNEL

5/8" GYP. BD.

CORNER GUARD

CAULK PERIMETER,

TYP.PREFINISHED

ALUMINUM

STOREFRONT

WINDOW FRAME

8" CMU

BACKER ROD

AND SEALANT

WEEP HOLE, 24"

O.C.

BRICK

1-1/2" AIR GAP

2" RIGID INSULATION

WATERPROOFING

7/8" FURRING CHANNEL

5/8" GYP. BD.

CORNER GUARDCAULK PERIMETER,

TYP.

PREFINISHED

ALUMINUM

STOREFRONT

WINDOW FRAME

8" CMU

BACKER ROD

AND SEALANT

EXST BRICK

EXST 1" AIR GAP

EXST 8" CMU BOND

BEAM

EXST STEEL ANGLE

7/8" FURRING CHANNEL

5/8" GYP. BD.

CORNER GUARD

CAULK PERIMETER,

TYP.

4" HM DOOR FRAME - FILL

W/ GROUT

EXST 8" CMU

8" CMU…

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