Amendment No_ 3_ 02_20_2025_Fleet Maintenance.pdf

UP

REF

DESK

LL

D

J

A-201 E02

PARTS ROOM

STORAGE

BREAKROOM

RECEPTION

OFFICE

OFFICE

OFFICE

FILE ROOM

LOBBY

TOILET

TOILET

MAINTENANCE

BAY

TOILET

STAIR

HALL

A-700 F09

116A

110 111

107A 107B

116B

DRIVE-THRU

SERVICE

118B

118A

119F

119A

ALCOVE

A-401 H10

A-400 A09

119B

119G

A-203

H01

LINE OF PRE-

FABRICATED METAL

CANOPY ABOVE - SEE

ROOF PLAN

6 9

FEC

B A

D C

A0

A-

A0

A-

A01 A-302

A07 A-301

FEB

FEC

FE

B

F F

G G

B

E

H

AA

MM

K

C C

/2

7'

5" 5'

8'

2"

17' - 0" 6' - 3" 4' - 0" 6' - 0" 4' - 0" 3' - 0" 79' - 9"

120' - 0"

2' - 9" 3"

9' - 2" 12' - 0" 18' - 10" 35' - 0" 20' - 0" 25' - 0" 8' - 7" 18' - 5"

23' - 0" 17' - 0" 30' - 0" 30' - 0" 20' - 0" 27' - 0"

12' - 0"

10' - 0"

12' - 0"

12' - 0"

10' - 0"

12' - 0"

"24

5'

6"

0'

0"

1'

1"

R .O

6'

8"

0"

OFFICE

STEEL STRUCTURE,

TYPICAL - REFERENCE

P.E.M.B. DRAWINGS

STEEL STRUCTURE,

TYPICAL - REFERENCE

P.E.M.B. DRAWINGS

VEHICLE LIFT, TYPICAL

M A

TC

H

LI

N

E

M A

TC

H

LI

N

E

PER P.E.M.B.

SURFACE MOUNTED

KNOX BOX - CONTACT

FIRE DEPARTMENT

FOR MODEL NUMBER

STEEL PIPE BOLLARDS,

PAINTED, TYPICAL

PRE-FINISHED METAL

DOWNSPOUT, TYPICAL -

SEE ROOF PLAN

3G3G P

3'

- 6

" A

FF

3G 3G

3G

3G

3G

3G

3G

3G P

3'

- 6

" A

FF

3G A

3GA

3G 6G

A

6G

6GA

6GA

6G

3G 3G

6GA

3G

6GP

6GA

STEEL PIPE BOLLARDS,

PAINTED, TYPICAL

OVERHEAD COILING DOOR,

TYPICAL - SEE DOOR

SCHEDULE FOR DETAILS

3G A

A01 A-303

A06 A-304

A01 A-304

EXPOSED NON-TAPERED

STRUCTURAL COLUMN BY

P.E.M.B., PAINTED

108A 108B

109B109A

M M

FE

B

C

LE

AR

CONDENSER UNITS &

METERS - SEE MEP

FEB

A-500 A13

P

10' - 10" 10' - 6"

FEB

6GR

1R

6G R

1R 6G

R 1R

117A 117B

1' - 6"

HALL

1'

4"

DOUBLE STUD WALL AS

REQUIRED TO BYPASS

STRUCTURE

3GB

CLEAR

4' - 0"

3G

3G

ICE

(2) WARMING

OVENS

A11 A-304

6'

0" 2'

0"

F

PRE-FINISHED METAL

DOWNSPOUT, TYPICAL -

SEE ROOF PLAN

E D

A-700 A04

A-700 F04

EXPOSED NON-TAPERED

STRUCTURAL COLUMN BY

P.E.M.B., PAINTED

3GP

2' - 10" AFF

6GP

2' - 10" AFF

6GA

3G 6G

FURR OUT ALL

COLUMNS @ OFFICE /

PARTS AREAS, TYP

A-306 A06

OVERHEAD COILING DOOR,

TYPICAL - SEE DOOR SCHEDULE

FOR DETAILS

FIRE EXTINGUISHER,

TYPICAL

STEEL PIPE BOLLARDS,

PAINTED, TYPICAL

6F 6F 6F6F

C

LE

AR

EDGE OF GYP. WINDOW

SILL BELOW

STEEL PIPE BOLLARDS,

PAINTED, TYPICAL

TY

P.

1'

0"

BR

IC

K

BU

M P

O U

T

8'

0"

2'

4"

4'

2" 5'

2"

4'

2" 1'

6"

STEEL PIPE BOLLARD,

PAINTED, TYPICAL PRE-FINISHED METAL

DOWNSPOUT, TYP. SEE

ROOF PLAN

A01 A-301

6" INTERNAL

DOWNSPOUT

CONNECTED TO

UNDERGROUND,

TYP. SEE CIVIL

PLAN LEGEND

DOOR & INDICATOR

SEE DOOR SCHEDULE

FOR MORE INFORMATION

OVERHEAD DOOR & INDICATOR, SEE

DOOR SCHEDULE

STOREFRONT & INDICATOR, SEE

STOREFRONT ELEVATIONS

3G METAL STUD WALL & INDICATOR, SEE

PARTITION LEGEND

COPYRIGHT © 2025 BY PETRA

ARCHITECTURE, P.C.. ALL RIGHTS

RESERVED. THESE DOCUMENTS, AS

INSTRUMENTS OF SERVICE, REMAIN THE

PROPERTY OF THE ARCHITECT AND NO

PART MAY BE USED OR REPRODUCED

WITHOUT PRIOR WRITTEN PERMISSION OF

THE COPYRIGHT OWNER.

STAMP

PETRA ARCHITECTURE,

CORPORATION

208 S. MARBLE STREET

ROCKMART, GA 30153

PH. 404.406.6830

SHEET

SHEET NAME

NO:

DATE:

A

B

C

D

E

F

G

H

I

J

K

A-102

FLOOR

PLAN -

PART A

02.20.2025

P A

U

LD

IN

G

C O

U N

T Y

I

N D

U

ST

R

IA

L W

A Y

N O

R T

H , D

A

LL

A S, G A

FL

E

E T

M A

IN

T

E N

A N

C E

F A

C

IL

IT

Y

02.20.2025

1/8" = 1'-0"A-102

A01 PROPOSED PLAN - PART A

0' 4' 8' 16' 32'

NO. DATE DESCRIPTION

1 02.20.2025 ADDENDUM 1

LL

STAIR

2771 SF

STORAGE

A-500 A09

H

J

A01 A-302

A07 A-301

F F

G G

B

B

E E

H

A A

MM

C C

16' - 7" 6' - 4" 17' - 4"

2' - 9" 3"

9' - 2" 12' - 0" 18' - 10"

23' - 0" 17' - 0"

40' - 0"

FEB

STEEL STRUCTURE,

REFER TO P.E.M.B.

DRAWINGS, TYP.

8'

0" 7'

7"

5'

6"

0'

0"

EXPOSED NON-TAPERED

STRUCTURAL COLUMN BY

P.E.M.B., PAINTED

D D

6G A

6GA

6GA

PRE-FABRICATED

METAL CANOPY - SEE

ROOF PLAN

LINE OF CANOPY

ELEMENT ABOVE -

SEE ELEVATIONS

A01 A-303

A06 A-304

A01 A-304

6G R

1R

6GR

1R

OPEN TO PARTS

ROOM BELOW

3G A

3GA

3GA

SC

R

EE

N

W

AL

L

LINE OF CANOPY ELEMENT

ABOVE - SEE ELEVATIONS

2' - 6"

14' - 0"

6'

0" 2'

6"

L B

3GB

6' - 0" 3' - 0"

FORKLIFT OVERHEAD

COILING DOOR, 10' X 10' -

SEE DOOR SCHEDULE

A11 A-304

1' - 6"

116B

EXPOSED NON-TAPERED

STRUCTURAL COLUMN BY

P.E.M.B., PAINTED

3" NORMAL WEIGHT, 3,000 PSI

CONCRETE SLAB ON 0.6 C,

26 GA METAL FORM DECK

PROVIDE SAFETY CHAIN

6F

PRE-FINISHED METAL

DOWNSPOUT, TYPICAL -

SEE ROOF PLAN

EDGE OF GYP. WINDOW

SILL BELOW

2'

4"

6F

A01 A-301

6" INTERNAL

DOWNSPOUT

CONNECTED TO

UNDERGROUND, TYP.

SEE CIVIL

D D

J J

K K

C C

A07 A-303

OPEN TO STRUCTURE

OPEN TO

MAINTENANCE

BAY BELOW

14' - 0"

T.O. WALL

T.O. WALL

10' - 0"

5/8" PLYWOOD DUST CAP OVER 10",

18 GA MIN, LIGHT GAGE METAL

JOISTS @ 24" O.C.; DL = 10 PSF, LL =

20 PSF; DELEGATED DESIGN TO

CONTRACTOR; SEE SPEC 054000

FOR ADDITIONAL INFO

5/8" PLYWOOD DUST CAP OVER 10",

18 GA MIN, LIGHT GAGE METAL

JOISTS @ 24" O.C.; DL = 10 PSF, LL =

20 PSF; DELEGATED DESIGN TO

CONTRACTOR; SEE SPEC 054000

FOR ADDITIONAL INFO

15' - 0"

14' - 10"

PLAN LEGEND

DOOR & INDICATOR

SEE DOOR SCHEDULE

FOR MORE INFORMATION

OVERHEAD DOOR & INDICATOR, SEE

DOOR SCHEDULE

STOREFRONT & INDICATOR, SEE

STOREFRONT ELEVATIONS

3G METAL STUD WALL & INDICATOR, SEE

PARTITION LEGEND

COPYRIGHT © 2025 BY PETRA

ARCHITECTURE, P.C.. ALL RIGHTS

RESERVED. THESE DOCUMENTS, AS

INSTRUMENTS OF SERVICE, REMAIN THE

PROPERTY OF THE ARCHITECT AND NO

PART MAY BE USED OR REPRODUCED

WITHOUT PRIOR WRITTEN PERMISSION OF

THE COPYRIGHT OWNER.

STAMP

PETRA ARCHITECTURE,

CORPORATION

208 S. MARBLE STREET

ROCKMART, GA 30153

PH. 404.406.6830

SHEET

SHEET NAME

NO:

DATE:

A

B

C

D

E

F

G

H

I

J

K

A-104

FLOOR

PLAN -

LEVEL 2

02.20.2025

P A

U

LD

IN

G

C O

U N

T Y

I

N D

U

ST

R

IA

L W

A Y

N O

R T

H , D

A

LL

A S, G A

FL

E

E T

M A

IN

T

E N

A N

C E

F A

C

IL

IT

Y

02.20.2025

1/8" = 1'-0"A-104

A01 FLOOR PLAN - LEVEL 2

0' 4' 8' 16' 32' 1/8" = 1'-0"A-104

A09 FLOOR PLAN LEVEL 2 - MAINTENANCE SHOP

0' 4' 8' 16' 32'

LL

D

J

PARTS ROOM

STORAGE

BREAKROOM

RECEPTION

OFFICE

OFFICE

OFFICE

FILE ROOM

LOBBY

TOILET

TOILET

TOILET

STAIR

HALL

ACT

9' - 0"

ACT

9' - 0"

ACT

9' - 0"

ACT

9' - 0"

ACT

9' - 0"

ACT

9' - 0"

ACT

9' - 0"

OPEN TO STRUCTURE

OPEN TO STRUCTURE

DRIVE-THRU

SERVICE

ALCOVE

ACT

10' - 0"

A0

A-

A0

A-

ACT

9' - 0"

ACT

9' - 0"

ACT

9' - 0"

EM EM

EM

EM

EM

EM

EM

EM

EM

EM

EM

EM

EM

EM EM

EM

EM EM

F F

G G

BB

E E

H

AA

MM

K

C C

HALL

5' - 0"

M A

TC

H

LI

N

E

M A

TC

H

LI

N

E

HIGH BAY LIGHT - SEE

ELECTRICAL, TYP.

EXTERIOR LIGHT

FIXTURE, TYPICAL -

SEE ELECTRICAL

CEILING GRIDS

CENTERED TO

ROOM, TYPICAL

PRE-FINISHED METAL

CANOPY ABOVE - SEE

ELEVATIONS

LARGE COMMERCIAL

FAN, SEE MECHANICAL

PRE-FINISHED METAL

DOWNSPOUT - SEE

ROOF PLAN

PRE-FINISHED METAL

GUTTER - SEE ROOF

PLAN

OFFICE

A01 A-303

A06 A-304

A01 A-304

EQ EQ

EXTERIOR LIGHT

FIXTURE, TYPICAL -

SEE ELECTRICAL

PRE-FINISHED METAL

DOWNSPOUT - SEE

ROOF PLAN

PRE-FINISHED METAL

GUTTER - SEE ROOF

PLAN

EM

HEADER, TYP.

A-131 A13

A11 A-304

ACT

9' - 0"

ACT

9' - 0"

EM

9' - 0"

GYP

9' - 0"

ACT

9' - 0"

DIFFUSER, TYPICAL -

SEE MECHANICAL

9' - 0"

HEADER, TYP.

ACT

9' - 0"

DIFFUSER, TYPICAL - SEE

MECHANICAL

A01 A-301

RCP LEGEND

GYP. BD. CEILING

EM

ACT ACOUSTIC CEILING TILE, U.N.O.

2X2 LAY-IN. SEE ELEC. LIGHTING PLAN

FOR DETAILS

2X4 LAY-IN

SEE ELEC. LIGHTING PLAN FOR DETAILS

HIGH BAY LIGHT

SEE ELEC. LIGHTING PLAN FOR DETAILS

HIGH BAY LIGHT

SEE ELEC. LIGHTING PLAN FOR DETAILS

LED LINEAR STRIP

SEE ELEC. LIGHTING PLAN FOR DETAILS

EXIT LIGHT W/BATTERY BACK-UP

SEE ELEC. LIGHTING PLAN FOR DETAILS

EMERGENCY LIGHT W/BATTERY BACK-UP

SEE ELEC. LIGHTING PLAN FOR DETAILS

LED WALLPACK

SEE ELEC. LIGHTING PLAN FOR DETAILS

G G

2' - 0" 12' - 1" 2' - 0"

2'

0" 8'

2'

0"

ACT

10' - 0"

GYP

9' - 0"

LOBBY

COPYRIGHT © 2025 BY PETRA

ARCHITECTURE, P.C.. ALL RIGHTS

RESERVED. THESE DOCUMENTS, AS

INSTRUMENTS OF SERVICE, REMAIN THE

PROPERTY OF THE ARCHITECT AND NO

PART MAY BE USED OR REPRODUCED

WITHOUT PRIOR WRITTEN PERMISSION OF

THE COPYRIGHT OWNER.

STAMP

PETRA ARCHITECTURE,

CORPORATION

208 S. MARBLE STREET

ROCKMART, GA 30153

PH. 404.406.6830

SHEET

SHEET NAME

NO:

DATE:

A

B

C

D

E

F

G

H

I

J

K

A-131

REFLECTED

CEILING

PLAN A

02.20.2025

P A

U

LD

IN

G

C O

U N

T Y

I

N D

U

ST

R

IA

L W

A Y

N O

R T

H , D

A

LL

A S, G A

FL

E

E T

M A

IN

T

E N

A N

C E

F A

C

IL

IT

Y

02.20.2025

1/8" = 1'-0"A-131

A01 REFLECTED CEILING PLAN - PART A

1/4" = 1'-0"A-131

A13 ENLARGED RCP - LOBBY

0' 4' 8' 16' 32'

L

D

J

A01 A-302

A07 A-301

F F

G G

B

E

H

A

A

M

M

K

C

C

T.O. MTL CANOPY

T.O. MTL CANOPY

24' - 0"

1/ 2"

1'

-0

1/ 2"

1'

-0

C

AN

O

PY

E

LE

M

EN

T

STANDING SEAM METAL ROOF

BY P.E.M.B.

5' - 0"

PRE-FINISHED

METAL CANOPY, -

SEE ELEVATIONS

PRE-FABRICATED METAL

CANOPY - SEE ELEVATIONS

PRE-FINISHED

METAL GUTTER

120' - 0" 140' - 0" 22' - 0"

2'

6"

12' - 0"

ROOF RIDGE

1/ 2"

1'

-0

1/ 2"

1'

-0

F07 A-301

DS

2' - 0"

DS

2' - 0"

PRE-FINISHED METAL

DOWNSPOUT BY P.E.M.B.,

TYPICALT.O. PARAPET

T.O. PARAPET

28' - 0"

T.O. PARAPET

CANOPY ELEMENT

18' - 9"

24' - 0"

T.O. PARAPET

29' - 0"

T.O. PARAPET

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

A07 A-303

A01 A-303

A06 A-304

A01 A-304

STANDING SEAM METAL ROOF

BY P.E.M.B.

STANDING SEAM METAL ROOF

BY P.E.M.B.

STANDING SEAM METAL ROOF

BY P.E.M.B.

1/ 2"

1'

-0

1/ 2"

1'

-0

DOWNSPOUT

20' - 0"

DOWNSPOUT

20' - 0"

DOWNSPOUT

20' - 0"

DOWNSPOUT

25' - 0"

DOWNSPOUT

25' - 0"

DOWNSPOUT

20' - 0"

DOWNSPOUT

28' - 0"

DOWNSPOUT

25' - 0"

DOWNSPOUT

20' - 0"

PRE-FINISHED METAL

GUTTER

2' - 0"

PRE-FINISHED METAL

DOWNSPOUT BY P.E.M.B.,

TYPICAL

PRE-FINISHED METAL

GUTTER

PRE-FINISHED METAL

GUTTER

A11 A-304

6'

0"

PRE-FINISHED

METAL GUTTER

PRE-FINISHED

METAL DOWNSPOUT

BY P.E.M.B., TYPICAL

29' - 0"

30' - 0"

27' - 0"

10" VALLEY GUTTER, BY

PEMB. SEE SECTION

6" INTERNAL

DOWNSPOUT

CONNECTED TO

UNDERGROUND,

SEE CIVIL

INTERNAL DOWNSPOUT

19' - 0" 3' - 8"

INTERNAL DOWNSPOUT

23' - 3" 9' - 5"

10"0' - 10"

GUTTER

OVERFLOW

SCUPPER TUBE,

PER PEMB

GUTTER

OVERFLOW

SCUPPER TUBE,

TYP.

0' - 10" 0' - 10"

6" INTERNAL

DOWNSPOUT

CONNECTED TO

UNDERGROUND,

SEE CIVIL

GUTTER

OVERFLOW

SCUPPER TUBE,

PER PEMB

10" VALLEY GUTTER, BY

PEMB. SEE SECTION

COPYRIGHT © 2025 BY PETRA

ARCHITECTURE, P.C.. ALL RIGHTS

RESERVED. THESE DOCUMENTS, AS

INSTRUMENTS OF SERVICE, REMAIN THE

PROPERTY OF THE ARCHITECT AND NO

PART MAY BE USED OR REPRODUCED

WITHOUT PRIOR WRITTEN PERMISSION OF

THE COPYRIGHT OWNER.

STAMP

PETRA ARCHITECTURE,

CORPORATION

208 S. MARBLE STREET

ROCKMART, GA 30153

PH. 404.406.6830

SHEET

SHEET NAME

NO:

DATE:

A

B

C

D

E

F

G

H

I

J

K

A-140

ROOF

PLAN

02.20.2025

P A

U

LD

IN

G

C O

U N

T Y

I

N D

U

ST

R

IA

L W

A Y

N O

R T

H , D

A

LL

A S, G A

FL

E

E T

M A

IN

T

E N

A N

C E

F A

C

IL

IT

Y

02.20.2025

3/32" = 1'-0"A-140

A01 ROOF PLAN

0' 4' 8' 16' 32'

1.

NOTES;

PROVIDE SPLASH BLOCK AT ALL DOWNSPOUTS.

LEVEL 1

0' - 0"

LEVEL 1

0' - 0"

EAVE HEIGHT

24' - 8"

EAVE HEIGHT

24' - 8"

L DJ

ROOF RIDGE

28' - 0"

ROOF RIDGE

28' - 0"

119L

STRUCTURAL FRAMING BY METAL

BUILDING MANUFACTURER,

PAINTED TO MATCH TRIM COLOR

OF METAL BUILDING, TYP.

CONCRETE PIER, TYPICAL -

SEE STRUCTURAL

A01 A-302

30' - 2"

FG BEH AM K C

PRE-FINISHED METAL

DOWNSPOUT, TYP

LIGHT FIXTURE, TYP -

SEE ELECTRICAL

PRE-FINISHED METAL

GUTTER, TYP

STANDING SEAM METAL

ROOF - SEE ROOF PLAN1/2" / 1'-0" 1/2" / 1'-0"

MT-1 MT-1MT-1

119M

8'

0" A

FF

NO INSULATION REQUIRED

FOR EXTERIOR COVERED

ROOF

STEEL PIPE BOLLARDS,

PAINTED, TYPICAL

LEVEL 1

0' - 0"

LEVEL 1

0' - 0"

LEVEL 2

12' - 0"

LEVEL 2

12' - 0"

LD J

CP-1

22' - 8"

B.O. CANOPY

T.O. PARAPET

SIGNAGE - ALUMINUM

CAST LETTERS

A01 A-302

F GB E HA MKC

9' - 6" 8' - 0" 6' - 8" 16' - 0" 20' - 0" 12' - 8" 27' - 4" 3' - 4" 18' - 10"

2' - 0" 4' - 0" 4' - 0" 4' - 0" 2' - 0"

3'

0" R

.O

6'

0" 1'

8"

MT-1

EF-4

BR-2 BR-1 BR-2 BR-2 BR-2 BR-2

EF-1

50' - 2"

1'

3"

EF-2

EF-3

EF-5

J

C

K

D

F

28' - 0"

EF-4

EF-5ST-1

EF-5

EF-4

KNOX BOX - CONTACT

FIRE DEPARTMENT FOR

MODEL NUMBER

22' - 8"

B.O. CANOPY

B.O. CANOPY

E

L

8" 8"

PECCP-1CP-1

LINE OF STANDING SEAM

METAL ROOF BEYOND -

SEE ROOF PLAN

A06 A-304

A01 A-304

MT-1 BR-1

2'

0" R

.O

7'

0"

27' - 0"

T.O. LOW PARAPET

K

D

MT-1

1'

0"

F

117A

5'

4" 1'

8"

9'

0" 3'

0"

7'

0" 2'

0"

5'

0" R

.O

2'

0" 7'

0"

R .O

2'

0"

4'

0"

A11 A-304

EIFS REVEAL, 3/4",

TYPICAL

PEC

PEC

EQ

EQ

" A

FF

EQ EQ

LOUVER -

SEE MECH

EQ EQ

9' - 0"

LIGHT FIXTURE, TYP -

SEE ELECTRICAL

A01 A-3031

1EF-4

EXTERIOR FINISHES AND NOTES

BRICK VENEER SYSTEM - TYPE 2

BRICK VENEER SYSTEM - TYPE 1

EIFS FINISH - COLOR 1 (3")

EIFS FINISH - COLOR 2 (1-1/2")

EIFS FINISH - COLOR 3 (1-1/2")

BR-1

BR-2

EF-1

EF-2

EF-3

EIFS FINISH - COLOR 4 (1-1/2")EF-4

METAL PANEL - TYPE 1 (BY P.E.M.B.)MT-1

METAL CAP - DARK BRONZECP-1

EIFS FINISH (1-1/2") WITH V-GROVES

@ 8" O.C. (PATTERNED)EF-5

MANUFACTURED STONEST-1

PRE-ENGINEERED METAL

CANOPY - SEE WALL SECTIONSPEC

INTERNAL DOWNSPOUT TO

UNDERGROUND, TYP. SEE CIVILDDS

GUTTER OVERFLOW SCUPPER TUBEGSC

COPYRIGHT © 2025 BY PETRA

ARCHITECTURE, P.C.. ALL RIGHTS

RESERVED. THESE DOCUMENTS, AS

INSTRUMENTS OF SERVICE, REMAIN THE

PROPERTY OF THE ARCHITECT AND NO

PART MAY BE USED OR REPRODUCED

WITHOUT PRIOR WRITTEN PERMISSION OF

THE COPYRIGHT OWNER.

STAMP

PETRA ARCHITECTURE,

CORPORATION

208 S. MARBLE STREET

ROCKMART, GA 30153

PH. 404.406.6830

SHEET

SHEET NAME

NO:

DATE:

A

B

C

D

E

F

G

H

I

J

K

A-201

EXTERIOR

ELEVATIONS

02.20.2025

P A

U

LD

IN

G

C O

U N

T Y

I

N D

U

ST

R

IA

L W

A Y

N O

R T

H , D

A

LL

A S, G A

FL

E

E T

M A

IN

T

E N

A N

C E

F A

C

IL

IT

Y

02.20.2025

1/8" = 1'-0"A-201

A02 PROPOSED ELEVATION - EAST

1/8" = 1'-0"A-201

E02 PROPOSED ELEVATION - WEST

LEVEL 1

0' - 0"

LEVEL 2

12' - 0"

LEVEL 2

12' - 0"

ROOF RIDGE

28' - 0"

ROOF RIDGE

28' - 0"

9 11517

A-202 D01

A-202 H01

LEVEL 1

0' - 0"

LEVEL 1

0' - 0"

ROOF RIDGE

28' - 0"

ROOF RIDGE

28' - 0"

119K 119J 119H 120B

119G 119F

MT-1MT-1

STRUCTURAL FRAMING BY

METAL BUILDING

MANUFACTURER, PAINTED

TO MATCH TRIM COLOR OF

METAL BUILDING, TYP.

CONCRETE PIER, TYP -

SEE STRUCTURAL

10 911121316

H

A-

H

A-

OVERHEAD COILING DOOR,

TYPICAL - SEE DOOR

SCHEDULE FOR DETAILS

STEEL PIPE BOLLARDS,

PAINTED, TYPICAL

81517 F07 A-301

PRE-FINISHED METAL

DOWNSPOUT - SEE

ROOF PLAN

PRE-FINISHED METAL

GUTTER, TYP

LIGHT FIXTURE, TYP - SEE

ELECTRICAL

NO INSULATION REQUIRED FOR

EXTERIOR COVERED ROOF

A07 A-303

TYP

EQEQ

" A

FF

" A

FF

LEVEL 1

0' - 0"

LEVEL 1

0' - 0"

LEVEL 2

12' - 0"

LEVEL 2

12' - 0"

ROOF RIDGE

28' - 0"

ROOF RIDGE

28' - 0"

119G 118A 119F

G

A B

2'

0"

R .O

7'

0" 3'

0"

4'

4"

3'

0"

R .O

6'

0"

B.O. CANOPY

T.O. PARAPET

34569

D

A-

4' - 4"6' - 0"4' - 0"

17' - 0"6' - 4"14' - 4"3' - 0"

H

D

A-

OVERHEAD COILING DOOR,

TYPICAL - SEE DOOR

SCHEDULE FOR DETAILS

A07 A-301 2 18

LIGHT FIXTURE, TYP -

SEE ELECTRICAL

PRE-FINISHED METAL

GUTTER, TYP

22' - 8"

MT-1

27' - 0"

T.O. LOW PARAPET

2' - 0"

CP-1

BR-2BR-2 EF-5

EF-1EF-3EF-2BR-1

BR-1

2'

0"

2'

0" R

.O

7'

0" 3'

0"

5'

0" R

.O

4'

0" 3'

4"

4'

8" 1'

0"

PRE-FINISHED METAL

DOWNSPOUT, TYP

EQEQ

EIFS REVEAL,

3/4", TYPICAL

" A

FF

8'

0" A

FF

EF-4

PEC

STEEL PIPE BOLLARDS,

PAINTED, TYPICAL

" A

FF

LINE OF STANDING SEAM

METAL ROOF BEYOND -

SEE ROOF PLAN

DDSDDS

30' - 0"

A01 A-301

DSC

EXTERIOR FINISHES AND NOTES

BRICK VENEER SYSTEM - TYPE 2

BRICK VENEER SYSTEM - TYPE 1

EIFS FINISH - COLOR 1 (3")

EIFS FINISH - COLOR 2 (1-1/2")

EIFS FINISH - COLOR 3 (1-1/2")

BR-1

BR-2

EF-1

EF-2

EF-3

EIFS FINISH - COLOR 4 (1-1/2")EF-4

METAL PANEL - TYPE 1 (BY P.E.M.B.)MT-1

METAL CAP - DARK BRONZECP-1

EIFS FINISH (1-1/2") WITH V-GROVES

@ 8" O.C. (PATTERNED)EF-5

MANUFACTURED STONEST-1

PRE-ENGINEERED METAL

CANOPY - SEE WALL SECTIONSPEC

INTERNAL DOWNSPOUT TO

UNDERGROUND, TYP. SEE CIVILDDS

GUTTER OVERFLOW SCUPPER TUBEGSC

COPYRIGHT © 2025 BY PETRA

ARCHITECTURE, P.C.. ALL RIGHTS

RESERVED. THESE DOCUMENTS, AS

INSTRUMENTS OF SERVICE, REMAIN THE

PROPERTY OF THE ARCHITECT AND NO

PART MAY BE USED OR REPRODUCED

WITHOUT PRIOR WRITTEN PERMISSION OF

THE COPYRIGHT OWNER.

STAMP

PETRA ARCHITECTURE,

CORPORATION

208 S. MARBLE STREET

ROCKMART, GA 30153

PH. 404.406.6830

SHEET

SHEET NAME

NO:

DATE:

A

B

C

D

E

F

G

H

I

J

K

A-202

EXTERIOR

ELEVATIONS

02.20.2025

P A

U

LD

IN

G

C O

U N

T Y

I

N D

U

ST

R

IA

L W

A Y

N O

R T

H , D

A

LL

A S, G A

FL

E

E T

M A

IN

T

E N

A N

C E

F A

C

IL

IT

Y

02.20.2025

1/16" = 1'-0"A-202

A01 KEY ELEVATION - NORTH

1/8" = 1'-0"A-202

D01 PROPOSED ELEVATION - NORTH A

1/8" = 1'-0"A-202

H01 PROPOSED ELEVATION - NORTH B

LEVEL 1

0' - 0"

ROOF RIDGE

28' - 0"

ROOF RIDGE

28' - 0"

91 15 17

A-203 D01

A-203 H01

LEVEL 1

0' - 0"

LEVEL 1

0' - 0"

ROOF RIDGE

28' - 0"

ROOF RIDGE

28' - 0"

119B118B 119A116B

3 4 5 6 9

STEEL PIPE BOLLARDS,

PAINTED, TYPICAL

OVERHEAD COILING DOOR,

TYPICAL - SEE DOOR

SCHEDULE FOR DETAILS

H

A-

H

A-

21 8

PRE-FINISHED METAL

DOWNSPOUT - SEE

ROOF PLAN

PRE-FINISHED METAL

GUTTER, TYP

9' - 4" 12' - 0" 3' - 8" 15' - 4"

40' - 5 15/16"

4'

0" 3'

0"

9'

0" 3'

0"

7'

0" 2'

0"

CP-1 EF-4 EF-5

BR-2 BR-2EF-4

EIFS REVEAL, 3/4",

TYPICAL

EQ EQ

8'

0" A

FF

EF-4

EF-5

" A

FF

MT-1 MT-1

OVERSIZED DOWNSPOUT

W/ GUTTER DAM

LIGHT FIXTURE, TYP -

SEE ELECTRICAL

EF-4

EF-5

DDSDDS

LINE OF STANDING SEAM

METAL ROOF BEYOND -

SEE ROOF PLAN

A01 A-301

GSC 1

LEVEL 1

0' - 0"

LEVEL 1

0' - 0"

7 14

ROOF RIDGE

28' - 0"

ROOF RIDGE

28' - 0"

119E119D119C119B 119A

MT-1 MT-1

109 11 12 13 16

CANOPY FOR AIR

COMPRESSOR

MT-1

STRUCTURAL FRAMING BY

METAL BUILDING

MANUFACTURER, PAINTED

TO MATCH TRIM COLOR OF

METAL BUILDING, TYP.

CONCRETE PIER, TYPICAL -

SEE STRUCTURAL

STEEL PIPE BOLLARDS,

PAINTED, TYPICAL

OVERHEAD COILING DOOR,

TYPICAL - SEE DOOR

SCHEDULE FOR DETAILS

8 15 17

PRE-FINISHED METAL

DOWNSPOUT - SEE ROOF

PLAN

PRE-FINISHED METAL

GUTTER, TYP

LIGHT FIXTURE, TYP - SEE

ELECTRICAL

12' - 0"

NO INSULATION REQUIRED FOR

EXTERIOR COVERED ROOF

/D

A-

/D

A-

A07 A-303

EQEQ

8'

C

LE

AR

M

IN

9'

0" 17

" A

FF

8'

0" A

FF

EXTERIOR FINISHES AND NOTES

BRICK VENEER SYSTEM - TYPE 2

BRICK VENEER SYSTEM - TYPE 1

EIFS FINISH - COLOR 1 (3")

EIFS FINISH - COLOR 2 (1-1/2")

EIFS FINISH - COLOR 3 (1-1/2")

BR-1

BR-2

EF-1

EF-2

EF-3

EIFS FINISH - COLOR 4 (1-1/2")EF-4

METAL PANEL - TYPE 1 (BY P.E.M.B.)MT-1

METAL CAP - DARK BRONZECP-1

EIFS FINISH (1-1/2") WITH V-GROVES

@ 8" O.C. (PATTERNED)EF-5

MANUFACTURED STONEST-1

PRE-ENGINEERED METAL

CANOPY - SEE WALL SECTIONSPEC

INTERNAL DOWNSPOUT TO

UNDERGROUND, TYP. SEE CIVILDDS

GUTTER OVERFLOW SCUPPER TUBEGSC

COPYRIGHT © 2025 BY PETRA

ARCHITECTURE, P.C.. ALL RIGHTS

RESERVED. THESE DOCUMENTS, AS

INSTRUMENTS OF SERVICE, REMAIN THE

PROPERTY OF THE ARCHITECT AND NO

PART MAY BE USED OR REPRODUCED

WITHOUT PRIOR WRITTEN PERMISSION OF

THE COPYRIGHT OWNER.

STAMP

PETRA ARCHITECTURE,

CORPORATION

208 S. MARBLE STREET

ROCKMART, GA 30153

PH. 404.406.6830

SHEET

SHEET NAME

NO:

DATE:

A

B

C

D

E

F

G

H

I

J

K

A-203

EXTERIOR

ELEVATIONS

02.20.2025

P A

U

LD

IN

G

C O

U N

T Y

I

N D

U

ST

R

IA

L W

A Y

N O

R T

H , D

A

LL

A S, G A

FL

E

E T

M A

IN

T

E N

A N

C E

F A

C

IL

IT

Y

02.20.2025

1/16" = 1'-0"A-203

A01 KEY ELEVATION - SOUTH

1/8" = 1'-0"A-203

D01 PROPOSED ELEVATION - SOUTH A

1/8" = 1'-0"A-203

H01 PROPOSED ELEVATION - SOUTH B

LEVEL 1

0' - 0"

LEVEL 2

12' - 0"

LEVEL 2

12' - 0"

EAVE HEIGHT

24' - 8"

EAVE HEIGHT

24' - 8"

L

ROOF RIDGE

28' - 0"

ROOF RIDGE

28' - 0"

107A

ALCOVE

FILE ROOM

OFFICE

OFFICE

STORAGE

FEB

FEB

PARTS ROOM

FG BEH AM C

OFFICE

HALL

P.E.M.B. PURLINSTANDING SEAM METAL

ROOF SYSTEM

CONCRETE SLAB - SEE

STRUCTURAL DRAWINGS

INTERIOR PARTITION AS

SCHEDULED

CEILING AS SCHEDULED

LAY-IN LIGHT - SEE

ELECTRICAL

FIRE EXTINGUISHER,

TYPICAL

P.E.M.B. RIGID FRAME

FIRE EXTINGUISHER,

TYPICAL

PARAPET - SEE WALL

SECTION & DETAILS

CONCRETE SLAB - SEE

STRUCTURAL DRAWINGS

108A109A110117B

10" VALLEY GUTTER, SEE ROOF PLAN 10" VALLEY GUTTER,

SEE ROOF PLAN

1 1

14" DEEP BAR JOISTS @ 2' -

0" O.C. BY P.E.M.B. MANUF.

LEVEL 1

0' - 0"

LEVEL 1

0' - 0"

EAVE HEIGHT

24' - 8"

EAVE HEIGHT

24' - 8"

DJ

ROOF RIDGE

28' - 0"

ROOF RIDGE

28' - 0"

A01 A-302

FG EK C

LUBE ROOM

BATHROOM

121B

MAINTENANCE

BAY

DESTRATIFICATION FAN -

SEE MECHANICAL

P.E.M.B. PURLIN

PRE-FABRICATED METAL

CANOPY - SEE ELEVATIONS

P.E.M.B. GIRT

P.E.M.B. WALL PANEL

OVERHEAD COILING DOOR,

TYPICAL - SEE DOOR

SCHEDULE FOR DETAILSINTERIOR PARTITION AS

SCHEDULED

STEEL PIPE BOLLARDS,

PAINTED, TYPICAL

PRE-FINISHED METAL

GUTTER

PRE-FINISHED METAL

DOWNSPOUT - SEE

ROOF PLAN

P.E.M.B. EAVE STRUT

P.E.M.B. RIGID FRAME

HAND WASH STATION W/

EMERGENCY EYEWASH

CEILING AS SCHEDULED

LAY-IN LIGHT - SEE

ELECTRICAL

STANDING SEAM METAL

ROOF SYSTEM

5/8" PLYWOOD DUST CAP

5/8" PLYWOOD DUST CAP

C

LE

AR

6" CONCRETE CURB -

SEE STRUCTURAL

CONCRETE SLAB - SEE

STRUCTURAL DRAWINGS

10", 18 GA MIN, LIGHT GAGE

METAL JOISTS @ 24" O.C.;

DL = 10 PSF, LL = 20 PSF;

DELEGATED DESIGN TO

CONTRACTOR; SEE SPEC

054000 FOR ADDITIONAL INFO

CEILING AS SCHEDULED

10", 18 GA MIN, LIGHT GAGE

METAL JOISTS @ 24" O.C.;

DL = 10 PSF, LL = 20 PSF;

DELEGATED DESIGN TO

CONTRACTOR; SEE SPEC

054000 FOR ADDITIONAL INFO

LAY-IN LIGHT - SEE

ELECTRICAL

LEVEL 1

0' - 0"

LEVEL 2

12' - 0"

EAVE HEIGHT

24' - 8"

B A

PRE-FINISHED ALUMINUM

COPING PANEL

3/4" FRT BLOCKING

WATER / AIR BARRIER

CONTINUOUS SEALANT AND

BACK ROD BELOW FLASHING

STONE CAP

MORTAR NET

THRU-WALL FLASHING

MASONRY ANCHOR TIES

CONCRETE SLAB, SEE

STRUCTURAL

VAPOR BARRIER

FLOOR FINISH, SEE

FINISH SCHEDULE

COMPACT STONE BASE,

SEE STRUCTURAL

BR-2 BRICK VENEER

VENEER TIES

THRU-WALL FLASHING

FILL WITH SOLID GROUT

R-19 BATT INSULATION

DOUBLE WALL ASSEMBLY:

STACKED STONE / BRICK VENEER

OVER VENTED AIRSPACE

OVER AIR / WATER BARRIER

OVER 1-1/2" RIGID INSULATION

OVER 1/2" EXTERIOR SHEATHING

OVER METAL STUD

FILL CAVITY WITH R-19 BATT INSULATION

OVER 4" GAP

OVER METAL STUD

EIFS REVEAL AS SCHEDULED,

SEE BUILDING ELEVATIONS

WALL ASSEMBLY:

EIFS EXTERIOR FINISH

OVER AIR / WATER BARRIER

OVER 1/2" EXTERIOR SHEATHING

OVER METAL STUD FRAMING

FILL CAVITY WITH R-19 BATT INSULATION

EF-1 1-1/2" EIFS EXTERIOR WALL

ST-1 MANUFACTURED STONE VENEER

LIGHT GAUGE POUR STOP BY

P.E.M.B. MANUFACTURER

LIGHT GAUGE STUD

CONNECTOR BY LGMF

SPECIALTY ENGINEER

5/8" INTERIOR GYPSUM

BOARD

1/2" EXTERIOR SHEATHING

MASONRY ANCHOR TIES

WATER / AIR BARRIER

1-1/2" RIGID INSULATION

6" INTERNAL DOWNSPOUT

CONNECTED TO UNDERGROUND,

TYP. SEE CIVIL

HALL

STORAGE

3"

FLOOR FINISH AS SCHEDULED

3" NORMAL WEIGHT, 3,000 PSI

CONCRETE SLAB ON 0.6 C, 26 GA

METAL FORM DECK W/ 6x6- W1.4xW1.4 W.W.F., REFER TO

STRUCTURAL LOAD CRITERIA ON

S001 FOR MEZZANINE LOADING

ACOUSTIC CEILING TILE

SYSTEM, SEE RCP

14" DEEP BAR JOISTS @ 2' - 0"

O.C. BY P.E.M.B. MANUF.

8' - 0" HIGH FIRE-TREATED

PLYWOOD PANELS, 5/8"

THICK, PAINTED

PRE-FINISHED STANDING SEAM

METAL ROOF SYSTEM

6" VINYL-FACED BATT

INSULATION (R-19 MIN)

P.E.M.B. PURLIN

THERMAL SPACER BLOCK,

TYPICAL @ ROOF

P.E.M.B. EAVE STRUT

P.E.M.B. FRAME BEYOND

10" VALLEY GUTTER BY PEMB (ONE PIECE

WELDED SEAM) , SEE ROOF PLAN

EMERGENCY GUTTER OVER-

FLOW PIPE

PEMB TURNDOWN SLAB,

SEE STRUCTURAL

LINE OF 6" INTERNAL DOWNSPOUT

CONNECTED TO UNDERGROUND,

TYP. SEE CIVIL

R19 BATT INSULATION

P.E.M.B. FRAME BEYOND

COUNTER FLASHING

FIELD SEAL WELD ALL AROUND SCUPPER TUBE

P.E.M.B. METAL PANELS

COPYRIGHT © 2025 BY PETRA

ARCHITECTURE, P.C.. ALL RIGHTS

RESERVED. THESE DOCUMENTS, AS

INSTRUMENTS OF SERVICE, REMAIN THE

PROPERTY OF THE ARCHITECT AND NO

PART MAY BE USED OR REPRODUCED

WITHOUT PRIOR WRITTEN PERMISSION OF

THE COPYRIGHT OWNER.

STAMP

PETRA ARCHITECTURE,

CORPORATION

208 S. MARBLE STREET

ROCKMART, GA 30153

PH. 404.406.6830

SHEET

SHEET NAME

NO:

DATE:

A

B

C

D

E

F

G

H

I

J

K

A-301

BUILDING

SECTIONS

02.20.2025

P A

U

LD

IN

G

C O

U N

T Y

I

N D

U

ST

R

IA

L W

A Y

N O

R T

H , D

A

LL

A S, G A

FL

E

E T

M A

IN

T

E N

A N

C E

F A

C

IL

IT

Y

02.20.2025

1/8" = 1'-0"A-301

A07 SECTION THRU OFFICE

1/8" = 1'-0"A-301

F07 SECTION THRU SHOP

1/2" = 1'-0"A-301

A01 WALL SECTION THRU METAL & EIFS

LEVEL 1

0' - 0"

LEVEL 2

12' - 0"

LEVEL 2

12' - 0"

7 14

ROOF RIDGE

28' - 0"

ROOF RIDGE

28' - 0"

3 4 5 6 109 11 12 13 16A07 A-301

119H 119J 119K119G118A

STORAGE

DRIVE-THRU

SERVICE

DRIVE-THRU

SERVICE

21 15 17F07 A-301

OPENLOBBY

TOILET

ALCOVE

MAINTENANCE

BAY

FEB

D

A-

H

A-

D

A-

H

A-

FEB

LEVEL 1

0' - 0"

LEVEL 1

0' - 0"

LEVEL 2

12' - 0"

LEVEL 2

12' - 0"

EAVE HEIGHT

24' - 8"

EAVE HEIGHT

24' - 8"

ROOF RIDGE

28' - 0"

ROOF RIDGE

28' - 0"

3 4 5 6 9A07 A-301

119G118A

G

STORAGE

DRIVE-THRU

SERVICE

DRIVE-THRU

SERVICE

OPEN

LOBBY

TOILET

ALCOVE

MAINTENANCE

BAY

119114

H

A-

H

A-

119F

STANDING SEAM

METAL ROOF SYSTEM

P.E.M.B. PURLINPARAPET - SEE WALL

SECTIONS & DETAILS

CONCRETE SLAB,

SEE STRUCTURALOVERHEAD COILING DOOR,

TYPICAL - SEE DOOR

SCHEDULE FOR DETAILS

P.E.M.B. RIGID FRAME,

TYPICAL

VEHICLE LIFT N.I.C. -

TYPICAL

HAND WASH STATION W/

EMERGENCY EYEWASH

CEILING AS SCHEDULED

3" NORMAL WEIGHT, 3,000 PSI CONCRETE SLAB

ON 0.6 C, 26 GA METAL FORM DECK W/ 6x6- W1.4xW1.4 W.W.F., REFER TO STRUCTURAL LOAD

CRITERIA ON S001 FOR MEZZANINE LOADING

DESK N.I.C.

INTERIOR PARTITION AS

SCHEDULED

PRE-FABRICATED METAL

CANOPY - SEE ELEVATIONS

DESTRATIFICATION

FAN - SEE

MECHANICAL

FEB

C

LE

AR

14" DEEP BAR JOISTS @ 2' -

0" O.C. BY P.E.M.B. MANUF.

FLOOR FRAMING BY

P.E.M.B. MANUFACTURER

A01 A-301

LEVEL 1

0' - 0"

LEVEL 1

0' - 0"

EAVE HEIGHT

24' - 8"

EAVE HEIGHT

24' - 8"

7 14

ROOF RIDGE

28' - 0"

ROOF RIDGE

28' - 0"

109 11 12 13 1615 17F07 A-301

119H 119J 119K119G

MAINTENANCE

BAY

FEB

D

A-

D

A-

6" CONCRETE CURB -

SEE STRUCTURAL

119F

STANDING SEAM

METAL ROOF SYSTEM

DESTRATIFICATION FAN -

SEE MECHANICAL

P.E.M.B. GRIT

P.E.M.B. WALL PANEL

P.E.M.B. PURLIN

P.E.M.B. RIGID FRAME,

TYPICAL

FIRE EXTINGUISHER,

TYPICAL

P.E.M.B. EAVE STRUT

OVERHEAD COILING DOOR,

TYPICAL - SEE DOOR

SCHEDULE FOR DETAILS

P.E.M.B. RIGID FRAME,

TYPICAL

VEHICLE LIFT N.I.C. -

TYPICAL

OVERHEAD COILING DOOR,

TYPICAL - SEE DOOR

SCHEDULE FOR DETAILS

P.E.M.B. RIGID FRAME,

TYPICAL

CONCRETE PIER, TYPICAL -

SEE STRUCTURAL

STRUCTURAL FRAMING BY

METAL BUILDING MANUF,

PAINTED TO MATCH TRIM

COLOR OF METAL

BUILDING, TYPICAL

INTERIOR PARTITION

AS SCHEDULED

FEB

C

LE

AR

CONCRETE SLAB,

SEE STRUCTURAL

NO INSULATION REQUIRED

FOR EXTERIOR COVERED

ROOF

EXTERIOR WASH

BAY

COPYRIGHT © 2025 BY PETRA

ARCHITECTURE, P.C.. ALL RIGHTS

RESERVED. THESE DOCUMENTS, AS

INSTRUMENTS OF SERVICE, REMAIN THE

PROPERTY OF THE ARCHITECT AND NO

PART MAY BE USED OR REPRODUCED

WITHOUT PRIOR WRITTEN PERMISSION OF

THE COPYRIGHT OWNER.

STAMP

PETRA ARCHITECTURE,

CORPORATION

208 S. MARBLE STREET

ROCKMART, GA 30153

PH. 404.406.6830

SHEET

SHEET NAME

NO:

DATE:

A

B

C

D

E

F

G

H

I

J

K

A-302

BUILDING

SECTIONS

02.20.2025

P A

U

LD

IN

G

C O

U N

T Y

I

N D

U

ST

R

IA

L W

A Y

N O

R T

H , D

A

LL

A S, G A

FL

E

E T

M A

IN

T

E N

A N

C E

F A

C

IL

IT

Y

02.20.2025

3/32" = 1'-0"A-302

A01 BUILDING SECTION - LATITUDINAL OVERALL

1/8" = 1'-0"A-302

D01 BUILDING SECTION - LATITUDINAL A

1/8" = 1'-0"A-302

H01 BUILDING SECTION - LATITUDINAL B

EAVE HEIGHT

24' - 8"

7 8

6" VINYL-FACED BATT

INSULATION (R-19 MIN)

PRE-FINISHED STANDING SEAM

METAL ROOF SYSTEM

P.E.M.B. PURLIN

P.E.M.B. RIGID FRAME

A-305 H01

PRE-FINISHED

METAL FASCIA

THERMAL SPACER

BLOCK, TYP

P.E.M.B. EAVE STRUT

P.E.M.B. WALL PANEL

THERMAL SPACER

BLOCK, TYP

P.E.M.B. GIRT

4" VINYL-FACED BATT

INSULATION (R13)

PRE-FINISHED METAL

FLASHING

CONCRETE SLAB, SEE

STRUCTURAL

VAPOR BARRIER

COMPACT STONE BASE,

SEE STRUCTURAL

CONCRETE FOOTING,

SEE STRUCTURAL

P.E.M.B. GIRT

PER P.E.M.B.

MT-1 WALL PANELS

DRIVE-THRU

SERVICE

8' - 0" HIGH FIRE-TREATED

PLYWOOD PANELS,

5/8" THICK, PAINTED

6" CONCRETE CURB WHERE

NOTED, SEE STRUCTURAL

WALL ASSEMBLY:

P.E.M.B. WALL PANEL OVER

4" VINYL-FACED BATT INSULATION (R-13 MIN.)

OVER P.E.M.B. GIRTS

OVER 5/8" FIRE-TREATED PLYWOOD PANELS

@ 8' - 0" HEIGHT AFF

LEVEL 1

0' - 0"

LEVEL 2

12' - 0"

2 1

22' - 8"

B.O. CANOPY

A-305 H12

PRE-FINISHED ALUMINUM

COPING PANEL

3/4" FRT BLOCKING

M-1 WALL PANEL

WATER / AIR BARRIER

RIGID INSULATION

PRE-FINISHED STANDING SEAM

METAL ROOF SYSTEM

6" VINYL-FACED BATT

INSULATION (R-19 MIN)

P.E.M.B. PURLIN

PRE-FABRICATED METAL

CANOPY W/ CHANNEL FASCIA

AND FLUSH-BOTTOM DECK

THERMAL SPACER BLOCK,

TYPICAL @ ROOF

SEALANT AND BACKER ROD

ALUMINUM STOREFRONT, SEE

ELEVATIONS

SEALANT AND BACKER ROD

CONTINUOUS PAN FLASHING

SET IN SEALANT, SLOPE 1" / FT

AWAY FROM BUILDING

SEALANT

FLOOR FINISH AS SCHEDULED

3" NORMAL WEIGHT, 3,000 PSI

CONCRETE SLAB ON 0.6 C, 26 GA

METAL FORM DECK W/ 6x6- W1.4xW1.4 W.W.F., REFER TO

STRUCTURAL LOAD CRITERIA ON

S001 FOR MEZZANINE LOADING

PRE-FABRICATED METAL

CANOPY W/ CHANNEL FASCIA

AND FLUSH-BOTTOM DECK

14" DEEP BAR JOISTS @ 2' - 0"

O.C. BY P.E.M.B. MANUF.

METAL STUDS

ALUMINUM STOREFRONT DOOR

WITH GLAZING, SEE DOOR

SCHEDULE

TWO PART ALUMINUM

THRESHOLD SET IN BED OF

SEALANT

CONCRETE SLAB, SEE

STRUCTURAL

VAPOR BARRIER

FLOOR FINISH, SEE

FINISH SCHEDULE

COMPACT STONE BASE,

SEE STRUCTURAL

CONCRETE FOOTING, SEE

STRUCTURAL

B

R-19 BATT INSULATION

6"

SEALANT AND BACKER ROD

LIGHT GAUGE HEADER

B.O. CANOPY

E

CONCRETE SIDEWALK,

SEE CIVIL

EXPANSION JOINT AND DOWEL

PER P.E.M.B.

STORAGE

LOBBY

P.E.M.B. EAVE STRUT

P.E.M.B. FRAME

LIGHT GAUGE STUD

CONNECTOR BY LGMF

SPECIALTY ENGINEER

CEILING SYSTEM, SEE RCP

3"

P.E.M.B. FLOOR FRAMING

LIGHT GAUGE STUD

CONNECTOR BY LGMF

SPECIALTY ENGINEER

WOOD SHIM AS REQUIRED

1'

4"

1'

0"

5' - 0"

P.E.M.B. METAL PANELS

9' - 0"

2' - 0"

6" METAL STUDS (18 GA MIN)

@ 16" O.C., DELEGATED DESIGN

LEVEL 1

0' - 0"

J K

A-305 E01

1/2" / 1'-0"

THERMAL SPACER BLOCK, TYP

P.E.M.B. PURLIN

6" VINYL-FACED BATT

INSULATION (R-19 MIN.)

PRE-FINISHED METAL GUTTER

PRE-FINISHED METAL FASCIA

P.E.M.B. EAVE STRUT

P.E.M.B. WALL PANEL

PRE-FINISHED METAL

DOWNSPOUT

THERMAL SPACER BLOCK,

TYPICAL

P.E.M.B. GIRT

THERMAL SPACER BLOCK,

TYPICAL

P.E.M.B. GIRT

4" VINYL-FACED BATT

INSULATION (R-13 MIN.)

P.E.M.B. RIGID FRAME

LAY-IN LIGHT, SEE ELECTRICAL

3-5/8" METAL STUDS @ 16" O.C.

4" VINYL-FACED BATT

INSULATION (R-13 MIN.)

P.E.M.B. WALL PANEL

P.E.M.B. GIRT

PRE-FINISHED METAL FLASHING

CONCRETE SLAB, SEE

STRUCTURAL

VAPOR BARRIER

FLOOR FINISH, SEE

FINISH SCHEDULE

BASE, SEE FINISH SCHEDULE

PRE-FINISHED STANDING SEAM

METAL ROOF SYSTEM

CONCRETE FOOTING, SEE

STRUCTURAL

A-305 A01

COMPACT STONE BASE,

SEE STRUCTURAL

MT-1 WALL PANELS

5/8" PLYWOOD DUST CAP

PER P.E.M.B.

CEILING AS SCHEDULED

6"

BATHROOM

10", 18 GA MIN, LIGHT GAGE

METAL JOISTS @ 24" O.C.;

DL = 10 PSF, LL = 20 PSF;

DELEGATED DESIGN TO

CONTRACTOR; SEE SPEC

054000 FOR ADDITIONAL INFO

FIBER REINFORCED

PLASTIC PANELS

WALL ASSEMBLY:

P.E.M.B. WALL PANEL OVER

4" VINYL-FACED BATT INSULATION (R-13 MIN.)

OVER P.E.M.B. GIRTS

OVER FIBER REINFORCED PLASTIC PANELS AS SCHEDULED

COPYRIGHT © 2025 BY PETRA

ARCHITECTURE, P.C.. ALL RIGHTS

RESERVED. THESE DOCUMENTS, AS

INSTRUMENTS OF SERVICE, REMAIN THE

PROPERTY OF THE ARCHITECT AND NO

PART MAY BE USED OR REPRODUCED

WITHOUT PRIOR WRITTEN PERMISSION OF

THE COPYRIGHT OWNER.

STAMP

PETRA ARCHITECTURE,

CORPORATION

208 S. MARBLE STREET

ROCKMART, GA 30153

PH. 404.406.6830

SHEET

SHEET NAME

NO:

DATE:

A

B

C

D

E

F

G

H

I

J

K

A-303

WALL

SECTIONS

02.20.2025

P A

U

LD

IN

G

C O

U N

T Y

I

N D

U

ST

R

IA

L W

A Y

N O

R T

H , D

A

LL

A S, G A

FL

E

E T

M A

IN

T

E N

A N

C E

F A

C

IL

IT

Y

02.20.2025

1/2" = 1'-0"A-303

A12 WALL SECTION THRU SHOP, TYPICAL

1/2" = 1'-0"A-303

A01 WALL SECTION THRU MAIN ENTRY

1/2" = 1'-0"A-303

A07 WALL SECTION THRU SHOP RESTROOMS

LEVEL 2

12' - 0"

2 1

PRE-FINISHED ALUMINUM

COPING PANEL

3/4" FRT BLOCKING

WATER / AIR BARRIER

6" METAL STUDS (18 GA MIN)

@ 16" O.C., DELEGATED DESIGN

PRE-FINISHED STANDING SEAM

METAL ROOF SYSTEM

6" VINYL-FACED BATT

INSULATION (R-19 MIN)

P.E.M.B. PURLIN

THERMAL SPACER BLOCK,

TYPICAL @ ROOF

P.E.M.B. EAVE STRUT

SEALANT AND BACKER ROD

ALUMINUM STOREFRONT, SEE

ELEVATIONS

WOOD SHIM AS REQUIRED

SEALANT AND BACKER ROD

CONTINUOUS PAN FLASHING

SET IN SEALANT, SLOPE 1" / FT

AWAY FROM BUILDING

EF-4 EIFS EXTERIOR WALL SYSTEM

FLASHING, BACKER JOINT

& SEALANT AT EXTERIOR

MATERIAL TRANSITION

FLOOR FINISH AS SCHEDULED

3" NORMAL WEIGHT, 3,000 PSI CONCRETE

SLAB ON 0.6 C, 26 GA METAL FORM DECK W/

6x6-W1.4xW1.4 W.W.F., REFER TO

STRUCTURAL LOAD CRITERIA ON S001 FOR

MEZZANINE LOADING

CONCRETE SLAB, SEE

STRUCTURAL

VAPOR BARRIER

FLOOR FINISH, SEE

FINISH SCHEDULE

COMPACT STONE BASE,

SEE STRUCTURAL

GYP BOARD SILL

ALUMINUM STOREFRONT

SYSTEM AS SPECIFIED, SEE

STOREFRONT ELEVATIONS

CONTINUOUS METAL FLASHING

SLOPED ROWLOCK

VENEER TIES

THRU-WALL FLASHING

FILL WITH SOLID GROUT

C

A-305 H12

M-1 WALL PANEL

PRE-FABRICATED METAL

CANOPY W/ CHANNEL FASCIA &

FLUSH-BOTTOM DECK

B.O. CANOPY

M-1 WALL PANEL

OFFICE

STORAGE

A-306 A12

A-305 A07

GYPSUM BOARD SILL

BR-2 BRICK VENEER

WALL ASSEMBLY:

METAL PANEL / EIFS EXTERIOR FINISH

OVER AIR / WATER BARRIER

OVER 1/2" EXTERIOR SHEATHING

OVER METAL STUD

FILL CAVITY WITH R-19 BATT INSULATION

OVER 5/8" INTERIOR GYPSUM BOARD

A-601 A13

A-306 E12

LIGHT GAUGE STUD

CONNECTOR BY LGMF

SPECIALTY ENGINEER

3"

P.E.M.B. FLOOR FRAMING

LIGHT GAUGE STUD CONNECTOR

BY LGMF SPECIALTY ENGINEER

14" DEEP BAR JOISTS @ 2' - 0"

O.C. BY P.E.M.B. MANUF.

CEILING SYSTEM, SEE RCP

P.E.M.B. FRAME

2' - 0"

1'

4"

8' - 0" HIGH FIRE-TREATED PLYWOOD

PANELS, 5/8" THICK, PAINTED

J

P.E.M.B. METAL PANELS

22' - 8"

PER P.E.M.B.

LEVEL 1

0' - 0"

LEVEL 2

12' - 0"

ROOF RIDGE

28' - 0"

2 1

PRE-FINISHED ALUMINUM

COPING PANEL

3/4" FRT BLOCKING

WATER / AIR BARRIER

6" METAL STUDS (18 GA MIN)

@ 16" O.C., DELEGATED DESIGN

PRE-FINISHED STANDING SEAM

METAL ROOF SYSTEM

6" VINYL-FACED BATT

INSULATION (R-19 MIN)

P.E.M.B. PURLIN

THERMAL SPACER BLOCK,

TYPICAL @ ROOF

P.E.M.B. EAVE STRUT

LIGHT GAUGE STUD

CONNECTOR BY LGMF

SPECIALTY ENGINEER

CONTINUOUS SEALANT AND

BACK ROD BELOW FLASHING

STONE CAP

MORTAR NET

THRU-WALL FLASHING

MASONRY ANCHOR TIES

FLOOR FINISH AS SCHEDULED

3" NORMAL WEIGHT, 3,000 PSI

CONCRETE SLAB ON 0.6 C, 26 GA

METAL FORM DECK W/ 6x6- W1.4xW1.4 W.W.F., REFER TO

STRUCTURAL LOAD CRITERIA ON

S001 FOR MEZZANINE LOADING

ACOUSTIC CEILING TILE

SYSTEM, SEE RCP

CONCRETE SLAB, SEE

STRUCTURAL

VAPOR BARRIER

FLOOR FINISH, SEE

FINISH SCHEDULE

COMPACT STONE BASE,

SEE STRUCTURAL

BR-2 BRICK VENEER

VENEER TIES

THRU-WALL FLASHING

FILL WITH SOLID GROUT

R-19 BATT INSULATION

STORAGE

STORAGE

WALL ASSEMBLY:

STACKED STONE / BRICK VENEER

OVER VENTED AIRSPACE

OVER AIR / WATER BARRIER

OVER 1-1/2" RIGID INSULATION

OVER 1/2" EXTERIOR SHEATHING

OVER METAL STUD

FILL CAVITY WITH R-19 BATT INSULATION

EIFS REVEAL AS SCHEDULED,

SEE BUILDING ELEVATIONS

WALL ASSEMBLY:

EIFS EXTERIOR FINISH

OVER AIR / WATER BARRIER

OVER 1/2" EXTERIOR SHEATHING

OVER METAL STUD FRAMING

FILL CAVITY WITH R-19 BATT INSULATIONX

EF-1 1-1/2" EIFS EXTERIOR WALL

ST-1 MANUFACTURED STONE VENEER

SYSTEM

A-305 H12

A-305 A12

A-305 A07

LIGHT GAUGE POUR STOP BY

P.E.M.B. MANUFACTURER

14" DEEP BAR JOISTS @ 2' - 0"

O.C. BY P.E.M.B. MANUF.

LIGHT GAUGE STUD

CONNECTOR BY LGMF

SPECIALTY ENGINEER

3"

P.E.M.B. FRAME

8' - 0" HIGH FIRE-TREATED

PLYWOOD PANELS, 5/8"

THICK, PAINTED

5/8" INTERIOR GYPSUM

BOARD

1/2" EXTERIOR SHEATHING

P.E.M.B. METAL PANELS

MASONRY ANCHOR TIES

WATER / AIR BARRIER

1-1/2" RIGID INSULATION

PER P.E.M.B.

LEVEL 1

0' - 0"

LEVEL 2

12' - 0"

ROOF RIDGE

28' - 0"

2 1

PRE-FINISHED ALUMINUM

COPING PANEL

3/4" FRT BLOCKING

WATER / AIR BARRIER

6" METAL STUDS (18 GA MIN)

@ 16" O.C., DELEGATED DESIGN

PRE-FINISHED STANDING SEAM

METAL ROOF SYSTEM

6" VINYL-FACED BATT

INSULATION (R-19 MIN)

P.E.M.B. PURLIN

PRE-FABRICATED METAL

CANOPY WITH FASCIA AND

FLUSH-BOTTOM DECK

THERMAL SPACER BLOCK,

TYPICAL @ ROOF

P.E.M.B. EAVE STRUT

SEALANT AND BACKER ROD

WOOD SHIM AS REQUIRED

ALUMINUM STOREFRONT, SEE

ELEVATIONS

SEALANT AND BACKER ROD

CONTINUOUS PAN FLASHING

SET IN SEALANT, SLOPE 1" / FT

AWAY FROM BUILDING

SOLID SURFACE SILL

ALUMINUM STOREFRONT, SEE

ELEVATIONS

EIFS REVEAL AS SCHEDULED,

SEE BUILDING ELEVATIONS

CONCRETE SLAB, SEE

STRUCTURAL

VAPOR BARRIER

FLOOR FINISH, SEE

FINISH SCHEDULE

COMPACT STONE BASE,

SEE STRUCTURAL

CONTINUOUS METAL FLASHING

SLOPED ROWLOCK

WEEP

VENEER TIES

THRU-WALL FLASHING

FILL WITH SOLID GROUT

A-305 H12

2' - 0"

LIGHT GAUGE STUD

CONNECTOR BY LGMF

SPECIALTY ENGINEER

P.E.M.B. FRAME

PARTS ROOM

F

F

BR-2 BRICK VENEER

EF-4 1-1/2" EIFS EXTERIOR WALL

SYSTEM

EF-5 1-1/2" EIFS EXTERIOR WALL

SYSTEM

EF-4 1-1/2" EIFS EXTERIOR WALL

SYSTEM

EF-5 1-1/2" EIFS EXTERIOR WALL

SYSTEM

B.O. CANOPY

WALL ASSEMBLY:

EIFS EXTERIOR FINISH

OVER AIR / WATER BARRIER

OVER 1/2" EXTERIOR SHEATHING

OVER METAL STUD

FILL CAVITY WITH R-19 BATT INSULATION

A-305 A07

A-601 A13

A-306 E12

A-305 E12

A-305 E07

LIGHT GAUGE STUD CONNECTOR

BY LGMF SPECIALTY ENGINEER

P.E.M.B. SPANDREL GIRT

8' - 0" HIGH FIRE-TREATED

PLYWOOD PANELS,

5/8" THICK, PAINTED

5/8" GYPSUM BOARD

1'

4"

P.E.M.B. METAL PANELS

22' - 8"

PER P.E.M.B.

COPYRIGHT © 2025 BY PETRA

ARCHITECTURE, P.C.. ALL RIGHTS

RESERVED. THESE DOCUMENTS, AS

INSTRUMENTS OF SERVICE, REMAIN THE

PROPERTY OF THE ARCHITECT AND NO

PART MAY BE USED OR REPRODUCED

WITHOUT PRIOR WRITTEN PERMISSION OF

THE COPYRIGHT OWNER.

STAMP

PETRA ARCHITECTURE,

CORPORATION

208 S. MARBLE STREET

ROCKMART, GA 30153

PH. 404.406.6830

SHEET

SHEET NAME

NO:

DATE:

A

B

C

D

E

F

G

H

I

J

K

A-304

WALL

SECTIONS

02.20.2025

P A

U

LD

IN

G

C O

U N

T Y

I

N D

U

ST

R

IA

L W

A Y

N O

R T

H , D

A

LL

A S, G A

FL

E

E T

M A

IN

T

E N

A N

C E

F A

C

IL

IT

Y

02.20.2025

1/2" = 1'-0"A-304

A01 WALL SECTION THRU METAL & EIFS

1/2" = 1'-0"A-304

A06 WALL SECTION THRU STONE

1/2" = 1'-0"A-304

A11 WALL SECTION THRU EIFS

EQ EQ EQ EQ EQ

16' - 7"

B

5'

0" 2'

0"

2'

0" 7'

0"

9'

0"

4-1/2" SQUARE

STOREFRONT

CORNER MULLION

EQEQEQ

6' - 0"

5'

0" 2'

0"

9'

0"

2'

0" 7'

0"

A

2'

0" 5'

0"

EQ EQ

9'

0"

C

9' - 0"

4-1/2" SQUARE

STOREFRONT CORNER

MULLION

5'

0" 2'

0"

D

7'

0" 2'

0"

9'

0"

EQ EQ

4' - 0"

SEE DOOR

SCHEDULE

S

S

E

2'

0" 5'

0"

2'

0"

6" VERTICAL MULLION TO

MATCH DARK BRONZE

ANODIZED FRAME

S S

S

6" 3' - 8" 6" 3' - 4" 6" 3' - 8" 6"

9'

0"

S S

LEVEL 1

0' - 0"

LEVEL 1

0' - 0"

2'

0" 7'

0"9'

0"

EQ EQ EQ EQ

16' - 0"

F

LEVEL 2

12' - 0"G

5'

0" 4'

0"

2'

0" 2'

0"

9'

0"

EQEQEQ

6' - 0"

EQ EQ EQ EQ EQ

H

4'

0" 2'

0"

3'

0" 6'

0"

9'

0"

16' - 7"

4-1/2" SQUARE

STOREFRONT

CORNER MULLION

4-1/2" SQUARE

STOREFRONT CORNER

MULLION

J

3'

0" 6'

0"

2'

0" 4'

0"

9'

0"

9' - 0"

EQ EQ

K

2'

0"

5'

0" 4'

0"

9'

0"

EQ EQ

4' - 0"

LEVEL 2

12' - 0"

L

3'

0" 4'

0"

1'

1'

6" 3' - 10" 6" 3' - 0" 6" 3' - 10" 6"

6" VERTICAL MULLION TO

MATCH DARK BRONZE

ANODIZED FRAME

ALUMINUM INFILL PANEL TO

MATCH DARK BRONZE

ANODIZED FRAME, TYPICAL

12' - 8"

LEVEL 1

0' - 0"

3'

6" 3'

6"

7'

0"

4' - 0"

P

HORIZONTAL SLIDING

PASS-THRU WINDOW

WITH 12" COUNTER LEVEL 1

0' - 0"

M

4' - 2"

3'

8" 3'

6"

7'

2"

COPYRIGHT © 2025 BY PETRA

ARCHITECTURE, P.C.. ALL RIGHTS

RESERVED. THESE DOCUMENTS, AS

INSTRUMENTS OF SERVICE, REMAIN THE

PROPERTY OF THE ARCHITECT AND NO

PART MAY BE USED OR REPRODUCED

WITHOUT PRIOR WRITTEN PERMISSION OF

THE COPYRIGHT OWNER.

STAMP

PETRA ARCHITECTURE,

CORPORATION

208 S. MARBLE STREET

ROCKMART, GA 30153

PH. 404.406.6830

SHEET

SHEET NAME

NO:

DATE:

A

B

C

D

E

F

G

H

I

J

K

A-602

STOREFRONT

ELEVATIONS

02.20.2025

P A

U

LD

IN

G

C O

U N

T Y

I

N D

U

ST

R

IA

L W

A Y

N O

R T

H , D

A

LL

A S, G A

FL

E

E T

M A

IN

T

E N

A N

C E

F A

C

IL

IT

Y

02.20.2025

1/4" = 1'-0"A-602

A01 EXTERIOR STOREFRONT ELEVATIONS

1/4" = 1'-0"A-602

G01 INTERIOR STOREFRONT ELEVATIONS

ALL ALUMINUM STOREFRONT

FRAMES AND TRIMS TO BE CLEAR

ANODIZED U.N.O.

FRAMES "L" & "E" TO BE DARK

BRONZE ANODIZED

S - SAFETY GLASS

NO. DATE DESCRIPTION

1 02.20.2025 ADDENDUM 1

GENERAL NOTES

1. These notes complement the drawings and should not be considered inclusive of all items.

2. Where a detail is shown for one condition, it shall apply for all like or similar conditions, even though not specifically shown on the drawings.

3. The contractor is responsible for means, methods, and sequences of construction to meet the requirements of the construction documents.

4. It is the contractor's responsibility to be in compliance with all applicable OSHA regulations.

5. Contractor is responsible for all temporary shoring and erection bracing required during construction.

6. All retaining walls relying on top slab for lateral support shall be braced until the slab has cured for a minimum of three days.

7. Contractor shall verify all dimensions and conditions before executing work. Notify the architect and engineer in writing of any discrepancy.

8. Coordinate structural contract documents with architectural, mechanical, electrical, plumbing, and civil documents. Notify the architect and engineer in writing of any conflict and/or omission.

9. Coordinate and verify floor and roof opening sizes and locations with architectural, mechanical, electrical, and plumbing documents. For additional openings, inserts, sleeves, curbs, and pads not shown in the structural documents, see architectural, mechanical, electrical, and plumbing documents.

10. Shop drawings shall be independently developed. Reproduction of structural design drawings for use as shop drawings is prohibited.

SUBMITTALS

1. All submittals shall be submitted to the architect for approval prior to work.

2. The contractor shall review all shop drawings prior to submittal to the architect and/or engineer for review of general compliance, dimensions, and quantity. Shop drawings submitted to the architect shall be stamped by the contractor to indicate completion of review.

3. Contractor is not relieved of any requirements of the contract documents by virtue of the structural engineer's review of shop drawings, product data, etc., unless the contractor has clearly and explicitly informed the structural engineer in writing of any deviations or substitutions at time of submission, and the structural engineer has given written approval for the specific deviations or substitutions.

4. The review of shop drawings by the structural engineer is to make sure the main structural intent is correct. Review will exclude dimensions and quantities.

5. Each submittal will be reviewed and returned within 10 business days. Expedited review may be requested but may not be possible.

6. Submit concrete mix designs for approval prior to pouring concrete. Refer to concrete notes, plans, and details for mix design requirements.

7. Submit rebar drawings for approval prior to rebar placement. Drawing shall include the following at a minimum: rebar size, quantity, steel grade, bend schedule & diagram, lap slices, layout drawing for placement, and details as required for placement.

8. Submit pre-engineered metal building drawings for approval prior to fabrication. Refer to pre-engineered metal building notes on this sheet for additional submittal notes

APPLICABLE CODES FOR DESIGN:

1. International Building Code: 2018 IBC with Ga. Amendments (2020) (2022) (2024)

RISK CATEGORY:

1. Risk category: II

STRUCTURAL LOAD CRITERIA:

1. DEAD LOADS:

A. Self Weight

2. COLLATERAL LOAD:

A. Roof: (MEP & Sprinklers) 10 PSF B. Mezzanine Floor: (MEP, Ceiling & Sprinklers) 10 PSF

3. LIVE LOADS:

A. Roof 20 PSF (reducible per IBC) B. Mezzanine Floor: (Light Storage) 125 PSF

4. SNOW LOAD CRITERIA:

A. Snow Load Importance Factor; Is: 1.0 B. Ground Snow Load, Pg: 5 PSF

5. WIND LOADS PER ASCE 7

A. Basic Wind Speed (3 second gust)

a. Vult: 107 MPH

b. Vasd: 83 MPH

B. Wind Exposure: B C. Internal Pressure Coefficients: Per PEMB Manuf. Design D. Components & Cladding Pressures: Per PEMB Manuf. Design

6. SEISMIC DESIGN DATA

A. Seismic Importance factor; Ie: 1.0 B. Seismic Site Class: D

C. SS: 0.234

D. S1: 0.09 E. Fa: 1.6 F. Fv: 2.4

G. SDS: 0.249

H. SD1: 0.144

I. Seismic Design Category: C J. Basic Seismic Force Resisting System (Based on ASCE 7 Table 12.2-1)

a. Steel Systems not Specifically Detailed for Seismic Resistance (Section H)

• Response Modification Coefficient, R: 3.0

• System Overstrength Factor, Ωo: 3.0

• Deflection Amplification Factor, Cd: 3.0

K. Seismic Response Coefficients, CS: Per PEMB Manuf. Design L. Seismic Base Shear:

a. Plan North / South: Per PEMB Manuf. Design

b. Plan East / West: Per PEMB Manuf. Design

M. Seismic Forces Analysis per Equivalent Lateral Force Procedure N. FUTURE EXPANSION: Not Applicable

O. DEFLECTION CRITERIA:

a. Purlins and Rafters: Vertical deflection: D+Lr = L/120, Lr = L/180.

b. Girts: Horizontal deflection: E or W = L/120 (10 yr wind.)

c. Roof Panels: Vertical deflection: D+Lr = L/120, Lr = L/180.

d. Wall Panels: Horizontal deflection: E or W = L/120 (10 yr wind.)

e. Frame Drift:

• Horizontal deflection: E or W = H/100 (10 yr wind.) at metal panels

• Horizontal deflection: E or W = H/400 (10 yr wind.) at brick

PRE-ENGINEERED METAL BUILDING NOTES:

DESIGN:

1. Refer to specification section 13 3419 for additional information.

2. All columns to bear at finished floor elevation (U.N.O.)

3. The building shall be designed by the manufacturer as a complete system. All components of the system shall be supplied or specified by the PEMB manufacturer.

4. Use rigid frames, portal frames, and x-bracing for building stability unless otherwise noted on the plans. Fixed-base columns are not allowed.

5. All columns, x-bracing and portal frame locations shall be coordinated with the architectural plans to avoid interference with doors, windows, etc. Approval from the architect must be obtained for any additional columns required that are not shown on the plan.

6. All primary framing including rigid frames, lean-to framing, end wall columns, corner colums, rafters, and spandrel beams must be structural steel shapes or built-up from steel plates and shop welded. Cold-formed members are not acceptable for primary framing.

7. Secondary framing including girts and purlins can be structural steel or cold-formed steel shapes.

8. Design members to meet the deflection criteria shown in the "Design Loads" section of the "General Notes." The 10 year wind load may be used for the calculation of wind deflection.

9. Metal roof panel assemblies must meet the wind uplift requirements of UL 580 for Class 90 and the International Building Code. If conflicts occur between UL 580 and the IBC, then the more stringent of the two shall govern.

10. All primary and secondary framing components must be factory primed with the manufacturer's standard primer.

MANUFACTURER QUALIFICATIONS:

1. Member of MBMA.

2. An IAS Certified manufacturer that maintains IAS Certification for Parts A, B, & C for complete metal building systems.

SUBMITTALS:

1. Shop drawings shall be provided to the architect for approval prior to fabrication. The drawings must be signed and sealed by a qualified professional engineer licensed in the state of the project location.

2. The shop drawings shall contain column reactions to coordinate foundation design, anchor bolt layout, framing layout, framing member sizes, building sections, elevations, details, steel material grades, and any additional information relevant to the understanding of the building layout.

3. The anchor bolt layout must be submitted with column reactions prior to foundation work beginning, and it is recommended to submit anchor bolt plans prior to the framing submittal for approval of column locations.

4. Framing drawings shall show all primary and secondary framing members, roof and/or wall panel layout, trim, flashing, ridge vents, equipment supports, joint conditions, installation details. Provide typical details for pipe supports, pipe penetrations through roof and wall, doors, windows, trim, gutters, downspouts, and other relevant details to the project.

5. Manufacturer's samples shall be provided to the architect for color selection.

QUALITY ASSURANCE:

1. Structural steel must comply with the AISC 360, "Specification for Structural Steel Buildings," for design requirements.

2. Cold-formed steel must comply with AISI's "North American Specification for the Design of Cold-Formed Steel Structural Members" for design requirements.

3. Furnish and coordinate the installation of roof curbs, equipment support, and roof penetrations.

4. The owner is responsible for inspections required by chapter 17 of the IBC.

5. The manufacturer is responsible for all inspections required to warranty the building. The warranty must be of a period of at least 20 years. The warranty must cover the metal roof and wall panels against fading, chalking, cracking, checking, peeling, and paint adhesion failure to the bare metal. The warranty must also cover weathertightness with no dollar limit and with no exclusions.

CONSTRUCTION TESTING:

1. It is the responsibility of the contractor to schedule the required testing with a third-party testing agency.

2. Concrete:

A. Test composite samples of fresh concrete obtained according to ASTM C172:

a. Testing frequency: one composite sample for each 100 cu yd or fraction thereof of each concrete mixture placed each day.

b. Slump: ASTM C143; one test at point of placement for each composite sample, but not less than one test for each day's pour of each concrete mixture.

c. Air content: ASTM C231 pressure method, for normal-weight concrete; ASTM C173 volumetric method, for lightweight concrete; one test for each composite sample, but not less than one test for each day's pour of each concrete mixture.

d. Concrete temperature: ASTM C1064; one test hourly when air temperature is 40 degrees f and below or 80 degrees f and above, and one test for each composite sample.

e. Cast and laboratory cure two sets of two standard cylinder specimens for each composite sample.

f. Compressive-strength tests: ASTM C39; test one set of two laboratory-cured specimens at 7 days and one set of two specimens at 28 days. A compressive-strength test shall be the average compressive strength from a set of two specimens obtained from the same composite sample and tested at age indicated.

g. Strength of each concrete mixture will be satisfactory if every average of and three consecutive compressive-strength tests equals or exceeds specified compressive-strength and no compressive-strength test value falls below specified compressive strength by more than 500 psi.

h. Test results shall be reported in writing to the EOR, concrete manufacturer, and contractor within 48 hours of testing.

i. Refer to the schedule of special inspections for additional requirements.

3. Soils:

A. Compaction tests for soils shall be according to ASTM D1556, ASTM D2167, ASTM D2937, and ASTM D6938, as applicable.

a. Paved and building slab areas: at subgrade and at each compacted fill and backfill layer, at least one test for every 2000 sq. ft. But in no case shall be fewer than three tests.

b. Foundation wall backfill: at each compacted backfill layer, at least one test for every 100 ft or less of wall length but no less than two tests.

c. Refer to the schedule of special inspections for additional requirements.

d. For areas not meeting project compaction and bearing pressure requirements, follow the third-party testing agency's recommendations for meeting project requirements.

SPECIAL INSPECTIONS:

1. Special inspection reports and a final report in accordance with Section 1704.2.4 shall be submitted to the building official prior to the time that phase of the work is approved for occupancy.

2. Refer to sheet S002 for the statement of special inspections and the schedule of special inspections.

FOUNDATIONS:

1. The design of foundations and slabs-on-ground are based on assumed soil conditions typical for this area and associated code minimum allowable design values.

2. Foundation sizes are based on an allowable bearing pressure of 2,000 PSF.

3. All foundations to be supported on suitable bearing material as determined by the owner's on-site geotechnical representative. Notify the architect / engineer immediately if suitable bearing material cannot be obtained, prior to installing foundations, footings, slabs, or walls.

4. Sub-grade shall be compacted to 98% of standard proctor (ASTM 695,) unless a site-specific geotechnical report recommends otherwise.

5. Coordinate flooring elevations with below slab plumbing, and lower footing elevations as required to avoid interference. All top of footings required to be lowered further than 2'-8" below finished floor elevation shall be coordinated with the structural engineer.

6. Plumbing lines that run parallel with wall footings shall be at least 2'-0" from the edge of the footing.

7. Plumbing lines that cross wall footings shall either cross below the footing with at least 12" of compacted fill between the top of the pipe and the bottom of the footing, or cross above the footing and through the wall. All pipes that cross footings, either above or below, shall be sleeved. Coordinate sleeve requirements with plumbing plans.

8. Piping (including conduit) shall not be embedded in or pass through foundations without written consent of the structural engineer.

9. Where footing steps are necessary, they shall be no steeper than one vertical to two horizontal.

CONCRETE & REINFORCING:

1. All concrete work shall conform to ACI 301, "Specifications for Structural Concrete for Buildings". Design is based on ACI 318, "Building Code Requirements for Structural Concrete".

2. Unless noted otherwise, provide a 15-mil polyethylene vapor barrier beneath the interior slab-on-grade with joints lapped not less than 6 inches and taped.

3. Control joints shall be placed where shown on plans. Locate construction joints at control joints.

4. Provide a subbase layer of compacted graded aggregate (GAB) beneath the vapor barrier, thickness of layer as noted on plans. The aggregate base shall be compacted to meet the same compaction requirements as the sub-grade; refer to the Foundations general notes for sub-grade compaction requirements.

5. Use of calcium chloride, chloride ions, or other salts in concrete is not permitted.

6. The air content in all concrete exposed to weather at point of placement shall be proportioned according to ACI 318 Table 19.3.3.1 for exposure class F1, moderate. Provide air content that complies with floor system fire rating requirements.

7. Begin curing slabs immediately after finishing concrete. Curing method shall be compatible with adhered finishes. A moist cure or dissipating curing compound shall be used at cementitious finishes. Submit product data to the architect for review.

8. Chamfer or round all exposed corners minimum 3/4".

9. Reinforcing steel shall conform to ASTM A615, Grade 60, unless noted otherwise.

10. Welded wire fabric (mesh) shall conform to ASTM A1064 and shall be provided in flat sheets (rolls not permitted). Lap two squares at splices.

11. Tie all reinforcing steel and embedments securely in place prior to placing concrete. Provide sufficient supports to maintain the position of reinforcing within specified tolerances during all construction activities. "Sticking" dowels into wet concrete is not permitted.

12. Provide continuous…