The following is a list of generally understood Architectural...

APPLICABLE CODES:

2012 International Building Code

2012 International Plumbing Code

2012 International Mechanical Code

2012 International Code Council Performance Code

2012 International Fire Code

2012 NFPA 101 Life Safety Code

2012 International Energy Conservation Code

2012 International Fuel Gas Code

CHAPTER 3 - USE & OCCUPANCY CLASSIFICATION

SECTION 303 M (MERCANTILE)

CHAPTER 6 - TYPES OF CONSTRUCTION

TABLE 601 - TYPE IIB

CHAPTER 9 - FIRE ALARM AND DETECTION SYSTEMS

SECTION 907. 2. 1 THE BUILDING WILL BE EQUIPPED WITH A NEW FIRE ALARM SYSTEM AND AUTOMATIC

FIRE DETECTION SYSTEM.

CHAPTER 10 - MEANS OF EGRESS

TABLE 1004. 1. 1 MINIMUM FLOOR AREA ALLOWANCES PER OCCUPANT

MERCANTILE (SALES FLOOR) - 1, 326 S. F. / 30 SF PER PERSON = 45 OCCUPANTS

MERCANTILE (STORAGE) - 3, 499 S. F. / 300 SF PER PERSON = 12 OCCUPANTS BUSINESS (OFFICE) - 782 S.F. / 100 SF PER PERSON = 8 OCCUPANTS

MAIN LEVEL TOTAL OCCUPANTS = 65 OCCUPANTS

TABLE 1005. 1 EGRESS WIDTH PER OCCUPANT SERVED

“M” OCCUPANCY WITHOUT SPRINKLER SYSTEM (0. 2 x 65 = 13" REQUIRED)

42" PROVIDED AT MAIN DOOR (WITHOUT FULL BREAKOUT WIDTH)

36" PROVIDED AT THE SIDE EGRESS DOOR

36" PROVIDED REAR EGRESS DOOR

TOTAL EGRESS WIDTH PROVIDED = 114"

TABLE 1004. 2. 4 EXIT ACCESS TRAVEL DISTANCE

MERCANTILE OCCUPANCY WITHOUT SPRINKLER SYSTEM (feet) = 200

MAXIMUM TRAVEL DISTANCE PROVIDE (FEET) = 75

CHAPTER 29 - PLUMBING SYSTEMS

TABLE 2902. 1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES

OCCUPANCY “M”

WATER CLOSETS - 1 PER 500, 1 WATER CLOSETS REQUIRED EACH SEX

LAVATORIES - 1 PER 750, 1 SINK REQUIRED EACH SEX

UNISEX ACCESSIBLE RESTROOM PROVIDED @ SHOWROOM

UNISEX NON-ACCESSIBLE RESTROOM PROVIDED AT OFFICES

UNISEX ACCESSIBLE RESTROOM PROVIDED AT WAREHOUSE

PROJECT CONTACTS

N O TE : M A P N O T TO S C A LE

ELEVATION

DRAWING TITLE

DOOR IDENTIFICATION

COLUMN CENTER LINE

DETAIL INDICATOR

ENLARGED PLAN /

SECTION CUT

A

A

GRAPHIC SYMBOLS

POUNDS PER SQUARE FOOT

POST INDICATOR VALVE

POUNDS PER SQUARE INCH

STEEL JOIST INSTITUTE

UNLESS NOTED OTHERWISE

MOUNTINGMNT' G. BOTTOM OF CURBB. C.

EACH EA.

EXTERIOR INSULATION AND FINISH SYSTEM

FINISH FLOOR ELEVATIONF. F. E.

FLUORESCENT

GYPSUM BOARD

GENERAL CONTRACTOR

GALVANIZED

FURRING FUR.

GYP. BD. GL. G. C.

GALV.

FT.

G. B.

GA.

GLASS

GRAB BAR

GAUGE

FR.

FTG.

FLUOR.

FLR.

FIN.

FRAME

FOOTING

FEET

FLOOR

FINISH

FIRE EXTINGUISHER

EACH WAYE. W.

E. I. F. S.

F. E.

FDN.

EXIST.

EXT.

EXP.

FOUNDATION

EXTERIOR EXPANSION EXISTING

EQMT. EQ.

ETC.

ELEV. ELEC. E. F.

EQUAL

ET CETERA

EQUIPMENT

ELEVATION ELECTRICAL

EACH FACE

TOP OF STEELT. O. S.

WD.

W. P.

W. W. M.

WGT.

WDW.

W. H.

U. N. O.

V. B.

W/

VERT.

TYP. T. O. W.

WOOD OR WIDTH

WATER HEATER

WELDED WIRE MESH

WEATHER PROOF

WEIGHT

WINDOW

TOP OF WALL

VAPOR BARRIER

VERTICAL

WITH

TYPICAL

T. O. B.

T. O. M.

T. O. F. T. C.

T' HOLD.

TK.

TLT.

STL.

SUSP.

STRUCT.

T.

S. F.

SPECS.

SQ.

TOP OF CURB

TOP OF BEAM

THICKNESS

THRESHOLD

TOP OF FOOTING

TOP OF MASONRY

TOILET

SPECIFICATIONS

STRUCTURAL

SQUARE FEET

SUSPENDED

STEEL

TREAD

SQUARE

CONCRETECONC.

CONTRACTOR

CONSTRUCTION

DIMENSION DIM.

DR.

D. S.

DWG.

DISP.

DN.

D. O.

DOWNSPOUT

DRAWING

DOOR

DISPENSER

DOWN

DOOR OPENING

DET' L. CONTR.

DIA.

CONT. CONST. COND.

DETAIL

DIAMETER

CONTINUOUS

CONDITION

CONTROL JOINT

CURB & GUTTER

BOTTOM OF STUDS

BUILT-UP ROOF

C. G.

COMP.

COL.

C. J.

CLR. CLG. C. L.

COLUMN

COMPACTED

CLEAR

CEILING CENTERLINE

C. F. C. C. CAB. B. O. S. B. U. R. BRG.

CUBIC FEET

CURB CUT

CABINET

BEARING

R. O. W.

S. J. I.

SIM.

SCHED.

REINF.

REQ`D.

R. O.

P. T.

PTD.

P. V. C.

R.

P. S. I. P. S. F. PROP.

REINFORCING

RIGHT-OF-WAY

ROUGH OPENING

SCHEDULE

SIMILAR

REQUIRED

POLYVINYL CHLORIDE

PRESSURE TREATED

RISER

PAINTED

PROPERTY

PL.

PLAS.

PLYWD.

PR.

P. I. V.

OH.

PART.

N. T. S.

O. C.

NOM.

MTL.

NO.

N. I. C.

PARTITION OVERHEAD

PLASTIC OR PLASTER

PLATE

PRIOR PLYWOOD

NOT TO SCALE

ON CENTER

NOT IN CONTRACT

NOMINAL

NUMBER

METAL

ABBREVIATIONS

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AMERICAN SOCIETY OF TESTING OF MATERIALS

The following is a list of generally understood Architectural

abbreviations. This list is not intended to be a complete

list of all abbreviations used in these documents. They

are shown as a convenience. Certain other abbreviations

may be noted elsewhere in the drawings.

A. I. S. C.

ARCHITECTURAL OR ARCHITECT

APPROXIMATE

BASE PLATE

BELOW FINISH FLOOR

ARCH.

BM. BLK.

B. P.

B. F. F.

BLDG.

A. S. T. M.

BLOCK

BEAM

BUILDING

APRVD. APPROX. APPLIC.

ALUM.

ANCH.

ALT.

APPROVED

APPLICABLE

ALTERNATE ALUMINUM

ANCHOR

AMERICAN CONCRETE INSTITUTE

ABOVE FINISH FLOOR

ADJUSTABLE

ANCHOR BOLTS

A. F. F. ADJUST. ADJ. ACOUS. A. C. I. A. B.

ADJACENT ACOUSTICAL

INCHIN.

LG.

MECH.

MIN.

MFR.

M. O.

MAS.

MAX.

JBE.

JST.

JT.

LAM.

INT. INSUL.

LONG

MASONRY OPENING

MANUFACTURER

MECHANICAL

MINIMUM

MAXIMUM MASONRY

JOIST BEARING ELEV.

INSULATION

LAMINATE

JOINT JOIST

INTERIOR

HORIZ.

HGT.

HTR.

H' RAIL.

HDW.

H. M.

HORIZONTAL

HOLLOW METAL

HARDWARE

HANDRAIL

HEATER

HEIGHT

BUILDING CODE SUMMARY

SHEET LATEST

NUMBER SHEET TITLE REVISIONS

A0. 0 COVER SHEET AND CODE SUMMARY 7/20/2017

A0. 5 ARCHITECTURAL EGRESS PLAN 7/20/2017

A1. 0 ARCHITECTURAL FLOOR PLAN 7/20/2017

A2. 0 REFLECTED CEILING PLAN 7/20/2017

A3. 1 BUILDING ELEVATIONS 7/20/2017

A3. 2 BUILDING ELEVATIONS 3/14/2017

A6. 0 OPENING SCHEDULES 7/20/2017

A7. 0 FINISH SCHEDULE 3/14/2017

S1. 0 GENERAL NOTES 3/14/2017

S1. 1 TYPICAL DETAILS 3/14/2017

S2. 0 FOUNDATION PLAN 3/14/2017

S3. 0 SECTIONS & DETAILS 3/14/2017

S3. 1 SECTIONS & DETAILS 3/14/2017

F1 ANCHOR ROD 7/22/2016

F2 ANCHOR ROD DETAILS 7/22/2016

F3 REACTION DRAWINGS 7/22/2016 F4 REACTION DRAWINGS 7/22/2016 E1 COVER SHEET (PEMB) 7/22/2016 E2 PRIMARY STEEL BLDGA 7/22/2016 E3 ROOF FRAMING BLDGA 7/22/2016 E4 ROOF SHEETING 7/22/2016 E5 SIDEWALL BLDGA WALLSWA 7/22/2016 E6 SIDEWALL BLDGA WALLSWC 7/22/2016 E7 ENDWALL BLDGA WALLSWB 7/22/2016 E8 ENDWALL BLDGA WALLSWD 7/22/2016 E9 MAIN FRAME CROSS SECTIONS 7/22/2016 E10 MAIN FRAME CROSS SECTIONS 7/22/2016

E11 MAIN FRAME CROSS SECTIONS 7/22/2016

E12 CONNECTION DETAIL 7/22/2016

M1. 1 MECHANICAL FLOOR PLAN 3/14/2017

M2. 1 MECHANICAL SCHEDULES & DETAILS 3/14/2017

P1. 1 PLUMBING FLOOR PLAN - SEWER 3/14/2017

P1. 2 PLUMBING FLOOR PLAN - WATER 3/14/2017 P2. 1 PLUMBING SCHEDULES 3/14/2017

P2. 2 PLUMBING DETAILS 3/14/2017

E1. 0 FLOOR PLAN - LIGHTING 3/14/2017

E2. 0 FLOOR PLAN - POWER & COMMUNICATIONS 3/14/2017 E3. 0 FEEDER DIAGRAM AND PANEL SCHEDULES 3/14/2017

E4. 0 LIGHTING FIXTURE SCHED. , LEGEND & DETS.3/14/2017

E5. 0 ELECTRICAL SPECIFICATION NOTES 3/14/2017

1

A1 .1

1

A1 .1

1 FLOOR PLAN

1 /8" = 1 '-0"

A6.1

1

2

3

4 MULTI-INTERIOR ELEVATION

WINDOW SYMBOL

2217 CALLAHAN ROAD

KNOXVILLE, TENNESSEE 37912

ATTN: FRANK GORDON

PHONE: 865-719-2861

1

A1 .1

1

VICINITY MAP

MASTER

BATTERY

MUNICIPAL:

CITY OF KNOXVILLE, TENNESSEE

400 MAIN STREET, SUITE 505

KN0XVILLE, TENNESSEE 37902

INSPECTIONS DIRECTOR: PETER AHRENS (865) 215-3669

ARCHITECT:

JONATHAN MILLER ARCHITECTS

419 NORTH FOREST PARK BOULEVARD


PROJECT MANAGER: FRANK GORDON (865) 719-2861

STRUCTURAL ENGINEER:

CHAD STEWART & ASSOCIATES, INC.

800 S. GAY STREET, SUITE 1625


PROJECT MANAGER: BOBBY HAINES (865) 329-9920

MECHANICAL ENGINEER:

KELSO-REGEN ASSOCIATES, INC.

201 SHERLAKE LANE, SUITE 101


PROJECT MANAGER: GARY BERGERON (865) 588-5348

ELECTRICAL ENGINEER:

NORRIS & ASSOCIATES ENGINEERS, INC.

5518 WALLWOOD ROAD

KNOXVILLE, TN 37912

PROJECT MANAGER: DAVID DOBBS (865) 584-3063

DRAWING LIST

A NEW RETAIL FACILITY FOR

All Rights Reserved Jonathan Miller, Architect - Knoxville, Tennessee

Sheet Number:

Issue Date:

Revision Dates:

8

6

5- 6

02-2

4

3

5

o

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ice

8

6

5

-6

0

2 -2

43

7

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P

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D

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8/10/2016

C

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S

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E

E

T

A0.0

3/14/2017

- OWNER VE CHANGES

7/20/2017

- MUNICIPAL REVS

1

1

2

2

K e v i n

Bo st

09 /1 8

/1 7

R17-0849

109

O FFIC E

106

O FFIC E

107

H 'C A P R R

110

C O R R ID O R

112

O FFIC E

113

R E S TR O O M

115

B R E A K R O O M

112

D A TA C LO S E T

103

A LC O V E

116

S TO R A G E

117

R E S TR O O M

119

W A R E H O U S E

105

W O R K R O O M

118

W A S H A R E A

120

LO A D IN G D O C K

104

A LC O V E

114

O FFIC E / C O N FE R E N C E

108

U TILITY

100

S H O W R O O M / S A LE S

101

IN S TA LLA TIO N B A Y

102

W O R K A R E A

A

B

D

C

1 2 3

5

4

C .7

B .4

A .8

67'M

A X

.

T

R

A V

E

L

DI

S

T

A N C

E

62' M

AX. T

RAVEL

DIS

TANCE

59' MAX. TRAVEL DISTANCE

7 5 '

M A X

. T RA

V E L

D IS

TA

N C

E

POINT OF EGRESS (TYP.)

POINT OF EGRESS (TYP.)


Sheet Number:

Issue Date:

Revision Dates:

865-6

02-2

435 o

ffic

e

865-6

02-2

437 fax

419 N

. Fors

et Park

Blv

d.

Knoxville

, TN

37919

Knoxville

, Tennessee

MA

STER

BA

TTER

YC

allahan D

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8/10/2016

AR

CH

ITECTU

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GR

ESS P

LA

N

A0.5

1

A0.5

ARCHITECTURAL EGRESS PLAN

MASTER BATTERY - POWELL, TNSCALE: 1/4" = 1'-0"

3/14/2017

- OWNER VE CHANGES

7/20/2017

- MUNICIPAL REVS

1

1

2

A0.5

ACCESS. RESTROOM GUIDELINES

MASTER BATTERY - POWELL, TN NO SCALE

R17-0849

109

O FFIC E

5'-8

"

106

O FFIC E

107

H 'C A P R R

110

C O R R ID O R

112

O FFIC E

113

R E S TR O O M

115

B R E A K R O O M

4"

60'-0" (O

VER

ALL

)

12'-0"

ROUGH OPENING

5'-0"

3'-0"

20'-0"

20'-0"

2'-4" 1'-2"

12'-0"

ROUG

H O

PENIN

G

3'-4

"

100'-0" (OVERALL)

60'-0" (O

VER

ALL

)

2'-8

"

7'-0"

10'-0"

ROUG

H O

PENIN

G

26

'-0"

ROUG

H O

PENIN

G

14'-11"

7 12"

25'-0" 1'-2"

15'-0"

25'-0"

CARE CART -BY OWNER

23'-10"

5'-0" 6'-714"

10'Wx 12'T OVERHEAD ROLL-UP SECTIONAL

GLAZED DOOR AS MFG. BY OVERHEAD

DOOR CO., MODEL# 511 OR EQUAL

FINISH = ANODIZED ALUM.

4'-4" 1'-6" 3'-034" 3'-3

14"

112

D A TA C LO S E T

9'-834" 1'-6"

7 12"

GONDOLA SHELVING -BY OWNER (TYP.)

WAITING

AREA

CHECKOUT &

CUST. SERV.

12' PALLET RACK

STORAGE - BY

OWNER (TYP.)

103

A LC O V E

116

S TO R A G E

117

R E S TR O O M

119

W A R E H O U S E

24'W HEAVY-DUTY GRAVITY-FED

SHELVING - BY OWNER (TYP.)

105

W O R K R O O M

12' WIDE SLAT-WALL

DISPLAY AREA - TO

BE SELECTED BY OWNER,

PROVIDED & INSTALLED

BY CONTRACTOR

118

W A S H A R E A

120

LO A D IN G D O C K

9'-0"

ROUGH OPENING

24'-0" 6'-0"

ROUGH OPENING

6"3'-012"

ACCESSIBILITY CODE

COMPLIANT COFFEE BAR

CASEWORK - TO BE

PROVIDED BY OWNER

H'CAP H2O

FOUNTAIN

104

A LC O V E

114

O FFIC E / C O N FE R E N C E

108

U TILITY

100

S H O W R O O M / S A LE S

101

IN S TA LLA TIO N B A Y

102

W O R K A R E A

A

B

D

C

1 2 3

5

4

C .7

B .4

A .8

3'-0"

4

01 03

05

06

07

08

09

10

11

12 13

14

15

1617

18

19

20

21

22

23 3'-2"

10'-4

"

R.O

.

2'-10

3 4 "

8'-2

1 4 "

2'-3" FLOOR DRAIN -

SEE PLUMBING,

SLOPE CONCRETE

FLOOR AS REQ'D

7'-8

3 4"

3'-4

1 2"

17'-7

1 2"

8"

30'-7

1 4 "

1

2

3

4'-6" 23'-4" 4'-914"

1'-7"

1'-8"

4

3 4 "

1'-0"

1'-0"

4"

1'-4

"

17'-0"

3'-0"

6'-0"

14'-0"

14'-0"

6'-0"

6'-7" 5'-5 14" 5'-5" 6

12" 6'-11

14" 3'-4

3 4" 7'-4

1

2"

4'-13

4

"

6

'-9

" 2'-4

1 4"

3'-9

" 1'-

10

1 4 "

7'-7

3 4 "

1'-10

1 2"

4'-5

"

1'-

4"

1'-7

3 4"

2'-1"

10"

1'-0

1 4 "

2"

1'-4"

4'-4

3 4 "

4'-4

3 4"

7'-10

"

9

'-9

1 4 "

4'-0"

6'-11 2

"

3'-9

"

1'-

10

1 4 "

1'-8 14" 1'-71 4" 1'-5

1 2" 1'-7

1

4"

3'-6"

6'-0"

SAFETY WASH -SEE PLUMBING

10'-0"

ROUGH OPENING

2'-0" 3'-0" 1'-8"

4'-6" 3'-712"

7'-6 1 2"

PEMB MFG. DOWNSPOUT

W/ 14"T X 24"H PTD. STEEL

GUARD - TYP. OF TEN (10)

4"

15'-0"

20'-0"

90°

RATED COILING 10'Wx 12'T

ROLL-UP DOOR W/FUSABLE

LINK AS REQ'D, MFG.

BY OVERHEAD DOOR CO.,

MODEL #631 OR EQUAL,

FINISH = COLOR "TAN"

RATED PARTITION:

U.L. #U419 1-HOUR

PARTITION - SEAL

TO FLOOR & DECK

W/HILTI FIRE SAFING

COMPOUND OR EQUAL

RATED PARTITION:

U.L. #U419 1-HOUR

PARTITION - SEAL

TO FLOOR & DECK

W/HILTI FIRE SAFING

COMPOUND OR EQUAL

12' PALLET RACK

STORAGE - BY

OWNER (TYP.)

4'-2"3'-6"

FURNITURE -BY OWNER

2" X 2" x 48" SS CORNER

GUARD - ATTACH W/SS

SCREWS EVERY 12" VERT.

EACH SIDE - TYP. OF 13

ACCESSIBILITY

CODE COMPLIANT

CASEWORK - TO BE

PROVIDED BY OWNER

2" X 2" x 48" SS CORNER

GUARD - ATTACH W/SS

SCREWS EVERY 12" VERT.

EACH SIDE - TYP. OF 13

CG

CG

CG

CG

CG

CG (X2)

CG (X2)

SLOPE INSTALLATION BAY FLOOR

TO EXTERIOR DOOR AS SHOWN

5'-334" 4'-914"

SLOPE

SLOPE

SLOPE

SLOPE

TOP OF WALL

TO BE 8'-0" AFF.

CAP WITH FRP

1'-8"

1'-8"

9 0°

1'-1" 3'-1034"

2'-0"

24

RATED PARTITION:

U.L. #U419 1-HOUR

PARTITION - SEAL

TO FLOOR & DECK

W/HILTI FIRE SAFING

COMPOUND OR EQUAL

1 3 5 °

3'-4"

25

CG

1'-3"

4'-5

"

1'-

6"

6

3 4 "

CG

1'-6

"

ACCESSIBILITY

CODE COMPLIANT

CASEWORK - TO BE

PROVIDED BY OWNER


Sheet Number:

Issue Date:

Revision Dates:

865-6

02-2

435 o

ffic

e

865-6

02-2

437 fax

419 N

. Fors

et Park

Blv

d.

Knoxville, TN

37919

Knoxville

, Tennessee

MA

STER

BA

TTER

YC

allahan D

rive

8/10/2016

AR

CH

ITECTU

RA

L F

LO

OR

PLAN

A1.0

1

A1.0

ARCHITECTURAL FLOOR PLAN


A5.2

1

A5.1

1

A5.1

2

A5.2

2

3/14/2017

- OWNER VE CHANGES

1

1

2

7/20/2017

- MUNICIPAL REVS

2

2

2

R17-0849

A

B

D

C

1 2 3 54

C .7

B .4

A .8

GWB SOFFIT

ABOVE (TO DECK)

*OPEN TO STRUCTURE

*12'-0" A.F.F *10'-0" A.F.F.

*9'-0" A.F.F.

*9'-0" A.F.F.*9'-0" A.F.F.

*8'-0" A.F.F.

*8'-0" A.F.F.

*9'-0" A.F.F. *9'-0" A.F.F.

*9' - 0

" A

.F . F

.

*9'-0" A.F.F.

*9'-0" A.F.F.

*OPEN TO STRUCTURE

*OPEN TO STRUCTURE

*OPEN TO STRUCTURE

*9'-0" A.F.F.

*8'-0" A.F.F.

*9'-0" A.F.F.

*8'-0" A.F.F.

*OPEN TO STRUCTURE *OPEN TO STRUCTURE

*OPEN TO STRUCT

*9 '- 0

" A .F.F

.

4

1

2 3

- 2 x 4 L.E.D. FIXTURE

- 1 x 4 L.E.D. FIXTURE

- CAN L.E.D. FIXTURE

- EXIT SIGN/EMERGENCY

- EMERGENCY LIGHTING

- 2 X 2 HVAC SUPPLY DIFFUSER

- HVAC EXHAUST FAN

- 2 x 2 HVAC RETURN GRILLE

REFLECTED CEILING PLAN LEGEND

4' DEEP CANTILEVER CANOPIES AS

MFG. BY RUSCO - COLOR: BRONZE

CEILING-HUNG

HEATER (ABOVE)

CEILING HUNG

HVAC UNITS -SEE MECHANICAL

*8'-0" A.F.F.

GWB SOFFIT/BULKHEAD

ABOVE (TO 6" ABOVE CLG)

TOP OF WALL

TO BE 8'-0" AFF.

CAP WITH FRP


Sheet Number:

Issue Date:

Revision Dates:

865-6

02-2

435 o

ffic

e

865-6

02-2

437 fax

419 N

. Fors

et Park

Blv

d.

Knoxville

, TN

37919

Knoxville

, Tennessee

MA

STER

BA

TTER

YC

allahan D

rive

8/10/2016

REFLECTED

CEIL

ING

PLA

N

A2.0

1

A2.0

REFLECTED CEILING PLAN


3/14/2017

- OWNER VE CHANGES

1

1

1 7/20/2017

- MUNICIPAL REVS

2

2

2

R17-0849

TOP OF OVERHEAD DOOR = 12'-0" AFF

FINISHED FLOOR. = 0'-0"

TOP OF STOREFRONT = 10'-0" AFF

TOP OF PEMB BENT = 16'-0" AFF

TOP OF CMU MASONRY = 3'-0" AFF

TOP OF ROOF RIDGE (APPROX. - VIF) = 19'-3" AFF

TOP OF GLASS = 10'-0" AFF




TOP OF OVERH'D DOOR = 11'-6" AFF


TOP OF OFFICE WINDOWS = 9'-0" AFF

8" SPLIT-FACE CMU AS MFG. BY

OLDCASTLE - COLOR: #4102 (TYP.)

PEMB FIELD COLOR: SIGNATURE 200

- SADDLE TAN (TYP.)

PEMB TRIM COLOR: SIGNATURE 200 -DESERT SAND (TYP.)

PEMB DOWNSPOUT COLOR:

SIGNATURE 200 - DESERT SAND

(TYP.)

3'-0"

4'-0"

3'-0" 4' DEEP CANTILEVER CANOPIES AS


11'-6

"

7'-0"

2'-0"

3'-0"

4'-0"



7'-0"

PEMB ROOF COLOR: GALVALUME (TYP.)



(TYP.)


- SADDLE TAN (TYP.)

8" SPLIT-FACE CMU AS MFG. BY ADAMS

/OLDCASTLE - COLOR: #4102 (TYP.)


ALUMINUM GLASS DOOR MODEL #511

BY OVERHEAD DOOR CO. OR EQUAL

ALUMINUM-FRAME STOREFRONT W/1"

INSULATED GLAZING BY VISTAWALL OR

EQUAL, COLOR: CLEAR ANODIZE (TYP.)



EQUAL, COLOR: CLEAR ANODIZED (TYP.)

9'-0" 3'-0"



EQUAL, COLOR: CLEAR ANODIZED (TYP.)

10'-0"

8'-9"

4'-3"

8'-9"

6"

12'-2"

10'-0"

ROUGH OPENING

10'-0"

12'-0"

ROUGH OPENING

2'-0"

PEMB ROOF TRANSLUCENT PANELS -TYP. OF EIGHT(8) TOTAL

C.7

6'-0" 4'-914"

SIGNS BY OWNER - COORD. STRUCT.

BACKING AS REQ'D.

PEMB DOWNSPOUT (X10) - BOOT AND/OR

SPILL TO GRADE PER CIVIL (TYP.)

1'-0" (TYP.)

A.8 B.4

3'-0"

PWDR-COATED 1 4" STEEL DOWNSPOUT

GUARD (TYP. OF 10) 30"T W/6" FLANGES

BOLT IN 6 PLACES MIN. W/ 38" CMU ANCHORS

COLOR TO MATCH DOWNSPOUTS

PWDR-COATED 1 4" STEEL DOWNSPOUT


BOLT IN 6 PLACES MIN. W/ 38" CMU ANCHORS COLOR TO MATCH DOWNSPOUTS

4'-3"

8'-6"

26'-0"

ROUGH OPENING

7'-8

"

2'-4

" 2'-0" 3'-4"


Sheet Number:

Issue Date:

Revision Dates:

865-6

02-2

435 o

ffic

e

865-6

02-2

437 fax

419 N

. Fors

et Park

Blv

d.

Knoxville

, TN

37919

Knoxville

, Tennessee

MA

STER

BA

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YC

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8/10/2016

BU

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A3.1

1

A3.0

I-75 / EAST ELEVATION


2

A3.0

CALLAHAN DRIVE ELEVATION

MASTER BATTERY - POWELL, TN SCALE: 1/4" = 1'-0"

3/14/2017

- OWNER VE CHANGES

1

1

7/20/2017

- MUNICIPAL REVS

2

2

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TOP OF MAN DOOR = 7'-0" AFF





8" SPLIT-FACE CMU AS MFG. BY ADAMS

/OLDCASTLE - COLOR: #4102 (TYP.)


- SADDLE TAN (TYP.)




(TYP.)






(TYP.)


- SADDLE TAN (TYP.)


8" SPLIT-FACE CMU AS MFG. BY

OLDCASTLE - COLOR: #4102 (TYP.)

CEMEX MORTAR - COLOR "CITADEL

COCOA (TYP.)

ROILING COIL DOOR BY OVERHEAD DOOR,

MODEL # 625 (10'W X 12'T) - PAINT TO MATCH

TRIM (SIGNATURE 200 - DESERT SAND)

3' X 7' STEEL MAN-DOOR, PAINT TO MATCH METAL

BUILDING TRIM. PROVIDE PANIC HRDWR W/8" SECURITY

GLASS LITE W/DRIP EDGE OVER DOOR HEADER &

WEATHER-PROOF SWEEPS & STRIPPING

STEEL BOLLARD - SEE CIVIL FOR SIZE &

LOC. - PAINT TO MATCH PEMB TRIM (TYP.)


2'-0"

ROILING COIL DOOR BY OVERHEAD DOOR,

MODEL # 625 (12'W X 12'T) - PAINT TO MATCH

TRIM (SIGNATURE 200 - DESERT SAND)

CONTINUE PEMB PANELS TO SLAB -NO CMU "WATER-TABLE" DETAIL ON

THIS ELEVATION.

PEMB ROOF TRANSLUCENT PANELS -TYP. OF EIGHT(8) TOTAL



3'-0"

4'-0" PAINTED

14" STEEL DOWNSPOUT GUARD

(TYP. OF 10) 30"T W/6" FLANGES BOLT

IN 6 PLACES MIN. W/ 38" CMU ANCHORS PAINT "BRONZE" TO MATCH CANOPIES

STEEL BOLLARD - SEE CIVIL

FOR SIZE & LOCATION - PAINT

TO MATCH TRIM (TYP.)

PWDR-COATED 14" STEEL DOWNSPOUT


BOLT IN 6 PLACES MIN. W/38" CMU ANCHORS

COLOR TO MATCH DOWNSPOUTS


Sheet Number:

Issue Date:

Revision Dates:

865-6

02-2

435 o

ffic

e

865-6

02-2

437 fax

419 N

. Fors

et Park

Blv

d.

Knoxville

, TN

37919

Knoxville

, Tennessee

MA

STER

BA

TTER

YC

allahan D

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8/10/2016

BU

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ELEVA

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A3.2

1

A4.0

REAR/OLD CALLAHAN ELEV.


2

A4.0

WESTERN SIDE ELEVATION

MASTER BATTERY - POWELL, TN SCALE: 1/4" = 1'-0"

3/14/2017

- OWNER VE CHANGES

1

1

1

R17-0849

AutoCAD SHX Text: CAutoCAD SHX Text: AAutoCAD SHX Text: BAutoCAD SHX Text: DAutoCAD SHX Text: 4AutoCAD SHX Text: 5AutoCAD SHX Text: 2AutoCAD SHX Text: 3AutoCAD SHX Text: 1

WINDOW / STOREFRONT SCHEDULE

# SIZE TYPE MATERIAL NOTES

WIDTH HEIGHT SILL HEIGHT

1 26'-0" (OVERALL) 7' (10' @ DOORS) 3'-0" AFF @ SIDES 1" INSULATED EXTERIOR

STOREFRONT (FIXED) -

FLASH FRAME & GASKET

GLAZING AS REQUIRED TO

ACHIEVE WEATHER-PROOF

SEAL

ANODIZED ALUMINUM AS

MFG. BY VISTAWALL,

KAWNEER, OR EQUAL WITH

FRAMES THERMALLY

BROKEN

COLOR = CLEAR; LOCK

CORE FOR DOORS TO

MATCH FACILITY KEYING;

PROVIDE 3/4" PTD. WOOD

SILLS AT SHOWROOM AND

WORKROOM OPENING(S)

2 12'-0" 7'-0" 3'-0" AFF

3 6'-0" 2'-0" 7'-0" AFF

4 9'-0" 2'-0" 7'-0" AFF

5 4'-0" 4'-0" 4'-0" AFF 1/4" INTERIOR

DOOR SCHEDULE

DOOR FRAME RATING HARDWARE NOTES

# SIZE MATL GLAZING MATL DETAIL

WD HGT THK HEAD JAMB SILL SET NO KEYSIDE RM NO

1 120" 144" 2" ALUM. NA -- PEMB PEMB CONC -- OVHD -- OVERHEAD DOOR

MODEL #511

2 NOT USED -- -- -- -- -- -- -- -- -- -- -- --

3 120" 144" 2" STEEL NA H.M. DRWB DRWB CONC 1-1/2 HR / 1 HR

WALL

OVHD 103 OVERHEAD DOOR

MODEL #631

4 NOT USED -- -- -- -- -- -- -- -- -- -- -- --

5 48" 84" NA POLY VIEW H.M. DWRB DWRB CONC -- SWING -- ELIASON SR 9000R

6 48" 84" 1.75" WOOD HALF LITE H.M. DWRB DWRB CONC -- PASSAGE -- HALF LITE

7 36" 84" 1.75" WOOD HALF LITE H.M. DWRB DWRB CONC -- OFFICE 106 HALF LITE

8 36" 84" 1.75" WOOD NA H.M. DWRB DWRB CONC -- BATHROOM -- PROVIDE HANDICAP

SIGN

9 36" 84" 1.75" WOOD NA H.M. DWRB DWRB CONC -- SECURE 108 --

10 36" 84" 1.75" WOOD NA H.M. DWRB DWRB CARPET -- PASSAGE -- --

11 36" 84" 1.75" WOOD NA H.M. DWRB DWRB CARPET -- OFFICE 109 --


13 36" 84" 1.75" WOOD NA H.M. DWRB DWRB CARPET -- PASSAGE -- --

14 32" 84" 1.75" WOOD NA H.M. DWRB DWRB CARPET -- SECURE 112 --


16 32" 84" 1.75" WOOD NA H.M. DWRB DWRB TILE -- BATHROOM -- --

17 32" 84" 1.75" WOOD NA H.M. DWRB DWRB TILE -- BATHROOM -- --

18 36" 84" 1.75" WOOD NA H.M. DWRB DWRB CONC -- PASSAGE -- --

19 36" 84" 1.75" WOOD NA H.M. DWRB DWRB CONC 20 MIN/1 HR

WALL

PASSAGE -- --

20 36" 84" 1.75" WOOD NA H.M. DWRB DWRB CONC 20 MIN/1 HR

WALL

BATHROOM -- --

21 120" 144" -- STEEL NA -- PEMB PEMB EXTERIOR -- COILING -- OVERHEAD DOOR

MODEL #625

22 36" 84" 1.75" STEEL VIEW H.M. PEMB PEMB EXTERIOR -- PANIC 119 8" X 8"

SECURITY-GRADE

VIEW LITE

23 144" 144" -- STEEL NA -- PEMB PEMB EXTERIOR -- COILING -- OVERHEAD DOOR

MODEL #625

24 36" 84" 1.75" STEEL VIEW H.M. PEMB PEMB EXTERIOR -- PANIC 119 NO EXTERIOR

HARDWARE

25 98" 92" -- ALUM. FULL ALUM. S'FRONT S'FRONT EXTERIOR -- MFG. 119 STANLEY MOD. #

DURAGLIDE 3000

NOTES:

1. ACCEPTABLE DOOR HARDWARE MANUFACTURERS: SCHLAGE, BEST, YALE, OR EQUAL. SUBMIT ALL FOR APPROVAL.

2. DOOR HARDWARE FINISH TO ANSI 603 US2G ZINC-PLATED STEEL OR EQUAL. SUBMIT PROPOSED FINISH FOR APPROVAL.

3. PROVIDE KICK PLATES ON ENTRY-SIDE OF DOORS # 6, 8, 9, 10, 13, 19 , 20, & 22.

4. PROVIDE ONE (1) WALL-MOUNTED RUBBER-CUSHIONED DOOR STOP ON OPPOSING WALLS PERPENDICULAR TO THE DOOR SWING. ADD INTERNAL WALL BLOCKING AS REQUIRED.

5. PROVIDE MINIMUM THREE (3) SILENCERS PER DOOR FRAME AT ALL SWINGING DOORS.

6. PROVIDE INTERNAL BLOCKING BEHIND MOUNTED ACCESSORIES AS REQ'D TO PREVENT DAMAGE TO FINISHED WALLS.


Sheet Number:

Issue Date:

Revision Dates:

865-6

02-2

435 o

ffic

e865-6

02-2

437 fax

419 N

. Fors

et Park

Blv

d.

Knoxville, TN

37919

Knoxville

, Tennessee

MA

STER

BA

TTER

YC

allahan D

rive

8/10/2016

OPENIN

G S

CH

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ULES

A6.0

1

1

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- OWNER VE CHANGES

2

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- MUNICIPAL REVS

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ROOM FINISH SCHEDULE

ROOM

NUMBER

ROOM NAME FLOORS WALLS CEILING NOTES

FLOOR BASE NORTH SOUTH EAST WEST MATERIAL/SYSTEM HEIGHT

100 SHOWROOM /

SALES

SEALED

CONCRETE

6" VINYL PAINT GWB ONE (1) PRIME-COAT PLUS TWO (2) FULL COATS -

EGGSHELL FINISH

ARMSTRONG CIRRUS ANGLED

TEGULAR W/PRELUDE 15/16"

SUSPENSION GRID

12'-0" AFF --

101 INSTALLATION

BAY

SEALED

CONCRETE

6" VINYL FRP TO 9'-0" AFF - PAINT GWB ONE (1) PRIME-COAT PLUS TWO

(2) FULL COATS - EGGSHELL FINISH FROM 9'-0" AFF TO DECK

OPEN TO STRUCTURE SLOPE BAY FLOOR AS

INDICATED ON FLOOR PLAN

102 WORK AREA SEALED

CONCRETE



OPEN TO STRUCTURE --

103 ALCOVE SEALED

CONCRETE



PAINTED GWB (LATEX - SATIN) 9'-0" --

104 ALCOVE SEALED

CONCRETE


EGGSHELL FINISH


105 WORKROOM SEALED

CONCRETE


EGGSHELL FINISH



SUSPENSION GRID

10'-0" AFF --

106 OFFICE SEALED

CONCRETE


EGGSHELL FINISH



SUSPENSION GRID

9'-0" AFF --

107 HANDICAP

RESTROOM

CERAMIC TILE CERAMIC CERAMIC TO

48" @ ALL

WALLS

PAINT GWB ONE (1) PRIME-COAT PLUS TWO (2)

FULL COATS - SATIN FINISH


108 UTILITY SEALED

CONCRETE

NA FRP TO 8'-0" AFF - THREE (GWB) WALLS ONLY OPEN TO STRUCTURE --

109 OFFICE CARPET 6" VINYL PAINT GWB ONE (1) PRIME-COAT PLUS TWO (2) FULL COATS -EGGSHELL FINISH



SUSPENSION GRID

9'-0" AFF --

110 CORRIDOR SEALED

CONCRETE


EGGSHELL FINISH



SUSPENSION GRID

9'-0" AFF --

112 OFFICE SEALED

CONCRETE


EGGSHELL FINISH



SUSPENSION GRID

9'-0" AFF --

112 DATA CLOSET SEALED

CONCRETE


EGGSHELL FINISH



SUSPENSION GRID

9'-0" AFF --

113 RESTROOM CERAMIC TILE CERAMIC CERAMIC TO

48" @ ALL

WALLS

PAINT GWB ONE (1) PRIME-COAT PLUS TWO (2)

FULL COATS - SATIN FINISH

PAINTED GWB (LATEX - SATIN) 8'-0" AFF --

114 OFFICE /

CONFERENCE

CARPET 6" VINYL PAINT GWB PRIME-COAT & TWO (2) COATS - EGGSHELL FINISH ARMSTRONG CIRRUS ANGLED


SUSPENSION GRID

9'-0" AFF --

115 BREAKROOM SEALED

CONCRETE

6" VINYL PAINT GWB PRIME-COAT & TWO (2) COATS - EGGSHELL FINISH ARMSTRONG CIRRUS ANGLED


SUSPENSION GRID

9'-0" AFF --

116 STORAGE SEALED

CONCRETE

6" VINYL PAINT GWB PRIME-COAT & TWO (2) COATS - EGGSHELL FINISH ARMSTRONG CIRRUS ANGLED


SUSPENSION GRID

9'-0" AFF --

117 RESTROOM SEALED

CONCRETE

6" VINYL FRP TO 8'-0" AFF PAINTED GWB (LATEX - SATIN) 8'-0" AFF --

118 WASH AREA SEALED

CONCRETE

NA FRP TO 8'-0" AFF FROM CORNER LEFT OF RESTROOM 117 TO

FAR SIDE OF WING WALL @ WASH AREA

OPEN TO STRUCTURE SEAL FRP TO FLOOR WITH

SILICONE CAULK

119 WAREHOUSE SEALED

CONCRETE

6" VINYL @

FIREWALL

ONLY

NO FINISH @ PEMB WALLS; PAINT GWB PRIME-COAT & TWO (2)

COATS - SATIN FINISH

OPEN TO STRUCTURE FIRE-SEAL 1-HOUR RATED

WALL TO FLOOR & DECK

(BOTH SIDES) WITH HILTI

FIRE CAULK OR EQUAL

120 LOADING DOCK SEALED

CONCRETE -

BROOM FINISH

NA -- -- -- -- -- -- --


Sheet Number:

Issue Date:

Revision Dates:

865-6

02-2

435 o

ffic

e865-6

02-2

437 fax

419 N

. Fors

et Park

Blv

d.

Knoxville, TN

37919

Knoxville

, Tennessee

MA

STER

BA

TTER

YC

allahan D

rive

8/10/2016

FIN

ISH

SC

HED

ULE

A7.0

3/14/2017

- OWNER VE CHANGES

1

1

7/20/2017

- MUNICIPAL REVS

2

2

2

2

2

3

9/14/2017

- MUNICIPAL REVS

R17-0849

AutoCAD SHX Text: GUTTER ORAutoCAD SHX Text: EAVE TRIMAutoCAD SHX Text: EAVE CLOSUREAutoCAD SHX Text: FIN.AutoCAD SHX Text: FLR.AutoCAD SHX Text: EAVE ANGLEAutoCAD SHX Text: EAVE STRUTAutoCAD SHX Text: BASE TRIMAutoCAD SHX Text: BASE ANGLEAutoCAD SHX Text: "C" OR "Z" SIDEWALL GIRT (TYP.)AutoCAD SHX Text: PEMB SIDINGAutoCAD SHX Text: PEMB COLUMNAutoCAD SHX Text: BATT INSULATION IN EXTERIOR WALL CAVITY AS REQUIREDAutoCAD SHX Text: METAL STUD WALL W/ 58"GWB - HEIGHT AS REQ'DAutoCAD SHX Text: ACOUSTICAL CEILING GRID & 2' X 4' TILE AS SCHEDULEDAutoCAD SHX Text: R-30 FIBERGLASS BATT INSUL. @ PEMB ROOF WITH R-13 (CONT.)AutoCAD SHX Text: TYPICAL WALL SECTION 3.0AutoCAD SHX Text: MASTER BATTERY (POWELL, TN) - SCALE: 3/4" = 1'-0"AutoCAD SHX Text: FIBERGLASS BATT INSUL. MIN. R-13 (TYP.)AutoCAD SHX Text: FIBERGLASS BATT INSUL. MIN. R-13 CONTINUOUS INTERIOR LAYERAutoCAD SHX Text: MIN. R-10 RIGID INSULATION @ PERIMETER AND DOWN TO TOP OF FOOTING AS SHOWN - PROVIDE PROT. METAL COVER @ TOP AND DOWN MIN. 6" BELOW GRADE AS SHOWN.

Master Battery_Architectural Plans_170314-A0.0Sheets and ViewsA0.0








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