Chattooga River Work Center - 100 CDs Arch_05May17.pdf

PROJECT DIRECTORY

STRUCTURAL ENGINEER

MH STRUCTURES

POWDER SPRINGS, GA 30127

404.317.0746

MATT HAMMOND, P.E.

MATT@MHSTRUCTURES.COM

PROJECT SITE

LAKE RABUN

OWNER

USDA

U.S. FOREST SERVICE,

SOUTHERN REGION

1720 PEACHTREE STREET, NW

SUITE 716 NORTH

ATLANTA, GA 30309

CIVIL ENGINEER

CROY ENGINEERING, LLC

200 NORTH COBB PARKWAY

BUILDING 400, SUITE 413

MARIETTA, GA 30062

770.971.5407

CARL CARVER, PE

CCARVER@CROYENGINEERING.COM

ARCHITECT

CROFT & ASSOCIATES, P.C.

3400 BLUE SPRINGS ROAD, SUITE 200

KENNESAW, GA 30144

770.529.7714

JIM CROFT

JIM@CROFTAE.COM

MEP ENGINEER

CROFT & ASSOCIATES, P.C.

3400 BLUE SPRINGS ROAD, SUITE 200

KENNESAW, GA 30144

770.529.7714

JEFF MORGAN

JMORGAN@CROFTAE.COM

Sheet Title

PROJECT

NO:

CHECKED

BY:

DRAWN BY:

R E

G

IO

N A

L E

N G

IN

E

E R

C op yr ig ht by

C ro ft

A ss oc ia te s, P C

A ll rig ht s re se rv ed

T hi s do cu m en t i s pr op er ty o f C ro ft

A ss oc ia te s, P

C

It is to b e us ed o nl y fo r th e sp ec ifi c pr oj ec t r ef er re d to o r id en tif ie d he re in a nd is n ot to b e us ed o n ot he r pr oj ec ts

, i n w ho le o r in p ar t, ex ce pt b y th e ex pr es s w rit te n ag re em en t o f C ro ft

A ss oc ia te s, P

C

T H

IS

S

H E

E T

P

LO

T S

O N

4" x

6"

1" 2"

3"

1/ 2"

Croft & Associates 3400 Blue Springs Road, Suite 200

Kennesaw, Georgia 30144

770.529.7714 (p) 770.529.7716 (f) www.croftandassociates.com

6/

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G0.0

COVER SHEET

17173

Author

Checker

C H

A T

T O

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A R

IV

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R W

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H ig h w ay

S L ak em o n t, G

A

A PROJECT FOR

UNITED STATES DEPARTMENT OF AGRICULTURE

U.S. FOREST SERVICE, SOUTHERN REGION

CHATTOOGA RIVER WORK CENTER

9975 Highway 441S

Lakemont, GA 30552

N o.

D at e D es cr ip tio n

-0 5-

0% C

D

-0 5-

O

W N

ER

C

O M

M

EN

TS

-0 6-

O

W N

ER

C

O M

M

EN

TS

DRAWING ISSUANCE LOG

NUMBER SHEET NAME 10

0%

C D

7-

-0

O W

N E

R C

O M

M E

N T

S

7-

-3

O W

N E

R C

O M

M E

N T

S

7-

-2

GENERAL

G0.0 COVER SHEET X X

G0.1 LIFE SAFETY PLAN X X

CIVIL

C-100 EXISTING CONDITIONS X X

C-200 SITE AND UTILITY PLAN X X

C-300 GRADING PLAN X

C-400 CONSTRUCTION DETAILS X

C-500 TRUCK MOVEMENT PLAN X

ER-100 EROSION PLAN X X

ER-200 EROSION PLAN X X

STRUCTURAL

S0.1 GENERAL NOTES X

S0.2 TYPICAL WOOD & SLAB DETAILS X

S0.3 TYPICAL WOOD DETAILS X

S1.0 FOUNDATION PLAN X

S1.1 ROOF FRAMING PLAN X

S2.1 WIND PRESSURE PLAN X

ARCHITECTURAL

A0.1 WALL TYPES X

A0.2 DOOR SCHEDULE X

A0.3 FINISH SCHEDULES X

A1.0 SLAB PLAN X

A1.1 FLOOR PLAN X X

A1.3 REFLECTED CEILING PLAN X

A1.4 ROOF PLAN AND DETAILS X

A2.1 EXTERIOR ELEVATIONS X

A2.2 BUILDING SECTIONS X X

A3.1 ENLARGED RESTROOM PLAN AND INTERIOR ELEVATIONS X X

A4.1 DETAILS X

A4.2 DETAILS X

A4.3 DETAILS X

A4.4 MILLWORK X X

A4.5 INTERIOR DETAILS X

PLUMBING

P0.1 PLUMBING GENERAL NOTES & LEGEND X

P1.1 SANITARY, VENT, AND DOMESTIC WATER PLANS X X

P1.2 LIQUID PROPANE GAS & COMPRESSED AIR PLAN X X

P9.1 DOMESTIC WATER, SANITARY, VENT, COMPRESSED AIR &

LIQUID PROPANE GAS RISERS

X

MECHANICAL

M0.1 MECHANICAL GENERAL NOTES & LEGEND X

M1.1 MECHANICAL FLOOR FLOOR PLAN X X

ELECTRICAL

E0.1 ELECTRICAL GENERAL NOTES AND LEGENDS X

E1.0 ELECTRICAL SITE PLAN X

E1.1 ELECTRICAL LIGHTING FLOOR PLAN X X

E1.2 ELECTRICAL POWER FLOOR PLAN X X

E4.1 ELECTRICAL DETAILS X

E5.1 ELECTRICAL SCHEDULES X

Grand total: 42

1 2

A

B

99' - 10"

SLOPE SLAB AT DOORS 1/2"

S1.0

S1.0

S1.0

S1.0

SLOPE SLAB TO

DRAIN (TYP)

6" CONCRETE SLAB ON GRADE OVER 15 MIL

VAPOR RETARDER OVER 4" STONE BASE

• 4000 PSI CONCR. @ 28 DAYS

• REINF. SLAB W/ 6x6-W2.9xW2.9 W.W.F.

2" FROM TOP OF SLAB

SW-1

HD HD

SW-1

HD

HD

HD

HD

SW-1SW-1

SW

-1

HD

HD

SW

-1

HD

HD

8" WIDE CONCRETE CURB

• TOP OF CURB +1'-0" ABOVE FFE

8" WIDE CONCRETE CURB

• TOP OF CURB +1'-0" ABOVE FFE

8" WIDE CONCRETE CURB

• TOP OF CURB +1'-0" ABOVE FFE

8" WIDE CONCRETE CURB

• TOP OF CURB +1'-0" ABOVE FFE

C.J.

C .J

C .J

C .J

C .J

C .J

C.J.

TOF -1' - 4"

TOF -1' - 4"

TOF -1' - 4"

TOF -1' - 4"

TOF -1' - 4"

SEE SLAB PLAN ON

A1.0 FOR ADDITIONAL

SLAB AND DRAIN INFO

2"

C .J

1'

0"

PL

AN

SE

E

FD

N

2' - 6"

C

LR3"

CLR

3"

REFER TO FOUNDATION

PLAN FOR SLAB

THICKNESS & REINF.

VAPOR BARRIER

4" GRAVEL BASE

TURN VAPOR BARRIER

UP FOR SLAB/WALL

BOND BREAKER

2x6 STUDS @ 12" o/c

#4 DOWEL @ 18" o/c

(3) - #5 BARS, CONT.

(1 TOP, 2 BOTT.)

#4 CONSTRUCTION

BAR @ 48" o/c

MASONRY VENEER

• SEE ARCH. PLANS

#5 @ 12" o/c

• LOCATE AS SHOWN TO

AVOID INTERFERENCE

WITH WALL ANCHORS

11" 8" 11"

6" 7 1/2"

CLR

5"

EXTERIOR SLAB-ON-GRADE

1/2" PRE-MOLDED JOINT FILLER

1-1/2" CHAMFER

1'

0"

OUTSIDE FACE

OF STUD

#5 BAR, CONT.

6"

REFER TO TYPICAL EXTERIOR &

LOAD BEARING WALL ELEVATION

ON S0.3 FOR WALL ANCHORAGE

REQUIRED

SHEATHING (SEE ARCH. PLANS)

2x6 P.T. SILL PLATE

FOUNDATION NOTES

HOLD-DOWN ANCHOR WITH STUD-PACK PER WOOD

SHEAR WALL SCHEDULE ON S0.3.

TOP OF FOOTING ELEVATION RELATIVE TO FFE 0'-0"

SHEAR WALL; SEE SCHEDULE ON S0.3

SLAB CONTROL JOINT; SEE S-002 FOR TYPICAL DETAIL

TOF

SW-#

C.J.

Sheet Title

PROJECT

NO:

CHECKED

BY:

DRAWN BY:

R

EG

IO

N

AL

E

N G

IN

EE

R

Co py rig ht by C ro ft

As so cia te s, P C.

A ll r ig ht s re se rv ed

Th is do cu m en t i s pr op er ty o f C ro ft

As so cia te s, P C.

I t i s to b e us ed o nl y fo r t he s pe cif ic pr oj ec t r ef er re d to o r i de nt ifie d he re in a nd is n ot to b e us ed o n ot he r p ro je ct s, in w ho le or in p ar t, ex ce pt b y th e ex pr es s wr itt en a gr ee m en t o f C ro ft

As so cia te s, P

C.

TH

IS

S H

EE

T

PL

O

TS

O

N

4" x

3"

1/

2"

Croft & Associates 3400 Blue Springs Road, Suite 200 Kennesaw, Georgia 30144

770.529.7714 (p) 770.529.7716 (f) www.croftandassociates.com

No. PE038341

PROFESSIONAL

G

E O R G I A

M A

T T H E W B . H A M M O N

D

E NG I N E ER

RE

GISTERED

STRUCTURAL CONSULTING

Powder Springs, GA 404-317-0746 www.mhstructures.com

5/ 4/

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S1.0

FOUNDATION PLAN

17173

MBH

MBH

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H ig hw ay

S La ke m on t, G A

3/16" = 1'-0" Foundation Plan - Level 1

3/4" = 1'-0"S1.0

1 TYPICAL EXTERIOR WALL FOOTING

N

N o.

D at e D es cr ip tio n

-0 5-

0% C

D

3 3

COMPONENTS & CLADDING WIND PRESSURES (PSF)

+16 / -22

+16 / -38

+16 / -56

EFFECTIVE WIND AREA (SQ. FT.)

+16 / -21

+16 / -35

+16 / -52

+16 / -20

+16 / -31

+16 / -48

+16 / -20

+16 / -28

+16 / -44

ZONE 10 20 50 100

R O

O F

+24 / -26

+24 / -32

+23 / -25

+23/ -30

+21 / -23

+21 / -27

+20 / -22

+20 / -27W

AL

L

SO

FF

IT

NOTES:

1. "+" AND "-" SIGNS INDICATE WIND ACTING TOWARD OR AWAY FROM SURFACE,

RESPECTIVELY.

2. PRESSURES SHOWN ARE ULTIMATE LOADS. THEY MUST BE MULTIPLIED BY 0.6 FOR

SERVICE (ASD) LOADS.

5 4 5 a = 4.2'

TYPICAL WALL ELEVATION

SIMPSON H2.5

HURRICANE TIE AT

EACH TRUSS

SIP

PRE-FABRICATED,

WOOD, ROOF TRUSS

@ 24" o/c

2x SUB-FASCIA

BOUNDARY NAILING

2x6 @ 12" o/c

WITH DOUBLE

TOP PLATE

TRUSS BEARING

@ LEVEL 2

WALL SHEATHING

• SEE STRUCTURAL WOOD

SHEATHING SCHEDULE ON

S-003 FOR SHEATHING &

ATTACHMENT REQUIREMENTS

/4

3' - 0"

2x12 BLOCKING

• ATTACH TO TOP PLATE

WITH 10d TOENAILS @ 6" o/c EACH SIDE

SIP CONNECTIONS TO

STRUCTURE TO BE

ENGINEERED BY A

PROFESSIONAL ENGINEER

TO MEET ALL PROJECT

LOADING REQUIREMENTS

COORD. BOTTOM CHORD

SHEATHING W/ ARCH.

REFLECTED CEILING

PLAN & SECTION 1/A3.1

SOFFIT (SEE ARCH. PLANS)

GABLE END ROOF TRUSS BY

PRE-FAB. WOOD TRUSS

MANUF.

• DESIGN TRUSS TO

TRANSFER SHEAR TO

WALL TOP PLATE FOR

LOAD SHOWN ON PLANS

SIP

BOUNDARY EDGE

NAILING

LEVEL 2

CONT. DOUBLE TOP PLATE

PRE-FAB. WOOD

ROOF TRUSSES

STRUCTURAL SHEATHING

• SEE SCHEDULE FOR

THICKNESS & NAIL

PATTERN

TRUSS BRACING

BY MANUF.

2x SUB-FASCIA

SIMPSON HGA10 @ 48" o/c

VARIES ALONG SLOPE

2x4 BRACE @ 48" o/c

2x4 BRACE @ 6 ft o/c

COORD. BOTTOM CHORD

SHEATHING W/ ARCH.

REFLECTED CEILING

PLAN & SECTION 1/A3.1

2x6 @ 12" o/c

3' - 0"

Level 1 0"

Level 2 16' - 0"

A B

4" / 12"

4" / 12"

3' - 0"

PRE-FABRICATED WOOD TRUSSES @ 24" o/c

2x6 WOOD STUDS @ 12" o/c 2x6 WOOD STUDS @ 12" o/c

CONCRETE CURB CONCRETE CURB

SIP ROOF PANELS

Sheet Title

PROJECT

NO:

CHECKED

BY:

DRAWN BY:

R

EG

IO

N

AL

E

N G

IN

EE

R

Co py rig ht by C ro ft

As so cia te s, P C.

A ll r ig ht s re se rv ed

Th is do cu m en t i s pr op er ty o f C ro ft

As so cia te s, P C.

I t i s to b e us ed o nl y fo r t he s pe cif ic pr oj ec t r ef er re d to o r i de nt ifie d he re in a nd is n ot to b e us ed o n ot he r p ro je ct s, in w ho le or in p ar t, ex ce pt b y th e ex pr es s wr itt en a gr ee m en t o f C ro ft

As so cia te s, P

C.

TH

IS

S H

EE

T

PL

O

TS

O

N

4" x

3"

1/

2"

Croft & Associates 3400 Blue Springs Road, Suite 200 Kennesaw, Georgia 30144

770.529.7714 (p) 770.529.7716 (f) www.croftandassociates.com

No. PE038341

PROFESSIONAL

G

E O R G I A

M A

T T H E W B . H A M M O N

D

E NG I N E ER

RE

GISTERED

STRUCTURAL CONSULTING

Powder Springs, GA 404-317-0746 www.mhstructures.com

5/ 4/

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H S tru ct ur es

)\M H

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R W

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S2.1

WIND PRESSURE

PLAN

17173

MBH

MBH

CH

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H ig hw ay

S La ke m on t, G A

1/8" = 1'-0"

COMPONENTS & CLADDING WIND PRESSURE PLAN

3/4" = 1'-0"S2.1

1 TYPICAL ROOF EAVE

3/4" = 1'-0"S2.1

2 TYPICAL ROOF RAKE

1/4" = 1'-0"S2.1 3 Building Section 1

N o.

D at e D es cr ip tio n

-0 5-

0%

S

LO

P E

C O

N C

SLOPE CONC.

S

LO

P

E C

O N

C

SLOPE CONC.

S

ID

E W

A

LK

S

LO

P

E 1/4" / F

T A

W A

Y F

R O

M B

U

ILD

IN

G

, T Y

P

/ 1 /8" / F

T M

A X

A T

E X

IT

D

O O

R S

A2.2

A2.2

A2.2

A2.2

A2.2

A2.2

B

A

1 2

99' - 10"

FD

FD

FD

FD

8" CONC. CURB

8" CONC. CURB

BOLLARD,

TYP.

DOOR OPENING

8' - 4 1/2" 22' - 3 1/2"

DOOR OPENING

3' - 4 1/2" 3' - 8"

O.H. DOOR OPENING

12' - 7 1/2" 2' - 0 1/2"

O.H. DOOR OPENING

12' - 7 1/2" 3' - 8"

DOOR OPENING

3' - 4 1/2" 24' - 6 1/4"

OUTSIDE FACE OF 8" CONC. CURB

99' - 11"

O U

T S

ID

E

F A

C E

O F

C O

N C

. C U

R B

3' - 4 1/4"

DOOR OPENING

8' - 4 1/2" 22' - 3 1/2"

DOOR OPENING

3' - 4 1/2" 3' - 8"

O.H. DOOR OPENING

12' - 7 1/2" 2' - 0 1/2"

O.H. DOOR OPENING

12' - 7 1/2" 31' - 6 3/4"

OUTSIDE FACE OF 8" CONC. CURB

99' - 11"

T Y

P

8"

5'-2"

2'-7 1/2"

2'-8"

5'-2 1/2"

'-6

'-8

/2

'-1

/2

'-0

RECESSED SLAB

FOR SHOWER

ROOM TILE

BOLLARD,

TYP.

'-1

0"

'-1

0"

2"

2'-0"

'-0

'-0

2'-0"2'-0"

'-0

2'-0"

'-0

FLOOR SLOPE

Sheet Title

PROJECT

NO:

CHECKED

BY:

DRAWN BY:

R E

G

IO

N A

L E

N G

IN

E

E R

C op yr ig ht by

C ro ft

A ss oc ia te s, P C

A ll rig ht s re se rv ed

T hi s do cu m en t i s pr op er ty o f C ro ft

A ss oc ia te s, P

C

It is to b e us ed o nl y fo r th e sp ec ifi c pr oj ec t r ef er re d to o r id en tif ie d he re in a nd is n ot to b e us ed o n ot he r pr oj ec ts

, i n w ho le o r in p ar t, ex ce pt b y th e ex pr es s w rit te n ag re em en t o f C ro ft

A ss oc ia te s, P

C

T H

IS

S

H E

E T

P

LO

T S

O N

4" x

3"

1/ 2"

Croft & Associates 3400 Blue Springs Road, Suite 200

Kennesaw, Georgia 30144

770.529.7714 (p) 770.529.7716 (f) www.croftandassociates.com

6/

/2

:2 0:

A

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:\U se rs \m ic ha el \D oc um en ts

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H A

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A1.0

SLAB PLAN

17173

Author

Checker

C H

A T

T O

O G

A R

IV

E

R W

O R

K C

E N

T E

R

H ig h w ay

S L ak em o n t, G

A

0 5 10 FT

3/16" = 1'-0"

A1.0

SLAB PLAN N

N o.

D at e D es cr ip tio n

-0 5-

0%

S

LO

P E

C O

N C

SLOPE CONC.

S

LO

P E

C O

N C

SLOPE CONC.

S

ID

E W

A

LK

S

LO

P

E 1/4" / F

T A

W A

Y F

R O

M B

U

ILD

IN

G

, T Y

P

/ 1 /8" / F

T M

A X

A T

E X

IT

D

O O

R S

A2.1

A2.1

A2.1

A2.1

OUTSIDE FACE OF STUD

99' - 10"

O U

T S

ID

E

F A

C E

O F

S T

U D

A2.2

A2.2

A2.2

A2.2

B

B

STORAGE

FIRE CACHE

WORK BAY

WORKROOM

TOILET

JAN

107CORRIDOR

SHOWER

TOILET

16' - 6" 10' - 1 1/4"

FEC

FEC

TOOLS

3' - 4" 8' - 4" 22' - 4" 3' - 4" 4' - 0"

CLEAR OPENING

12' - 0" 2' - 8"

CLEAR OPENING

12' - 0" 9' - 4" 4' - 8" 17' - 10"

3' - 4" 8' - 4" 22' - 4" 3' - 4" 4' - 0"

CLEAR OPENING

12' - 0" 2' - 8"

CLEAR OPENING

12' - 0" 4' - 0" 3' - 4" 16' - 0" 5' - 8" 2' - 10"

101D

101E 101F

101G

104 101A

101B 101C

10'X10' WIRE

MESH

PARTITION

CAGED AREA

UP TO CEILING

(TYP. 4)

A3.1

A2.2

A2.2

A1 A1

A1

A1

A1

1'-4"

A4.4

2'-0" 2'-0" 1'-4"

BOLLARD,

TYP. - SEE

DOWNSPOUT,

TYP.

1'-4" 2'-0" 2'-0" 1'-4"

F6

F.O.S.

17' - 6"

3'

LOCKERS

C.J. @ 6'-0"

MAX

B

A

1 2

A1

WALL TO

BOTTOM OF

ROOF

C.J. @ 6'-0"

MAX

A4.3

6'-0"NON-FREEZE

WALL HYDRANT

8'

8' - 0"

8' - 0" 8'

TYP.

R

8'-0"

/2 A4.3

BOOT

SCRAPER

BOOT

SCRAPER

2 2

1. DO NOT SCALE DRAWINGS. USE DIMENSIONS ONLY.

2. SEE SHEET A0.2 FOR PARTITION TYPES.

3. DOORS SHALL BE LOCATED 4" FROM THE ADJACENT WALL, UNLESS NOTED OTHERWISE.

4. SEAL ALL CONNECTIONS BETWEEN DISSIMILAR MATERIALS.

GENERAL NOTES:

Sheet Title

PROJECT

NO:

CHECKED

BY:

DRAWN BY:

R E

G

IO

N A

L E

N G

IN

E

E R

C op yr ig ht by

C ro ft

A ss oc ia te s, P C

A ll rig ht s re se rv ed

T hi s do cu m en t i s pr op er ty o f C ro ft

A ss oc ia te s, P

C

It is to b e us ed o nl y fo r th e sp ec ifi c pr oj ec t r ef er re d to o r id en tif ie d he re in a nd is n ot to b e us ed o n ot he r pr oj ec ts

, i n w ho le o r in p ar t, ex ce pt b y th e ex pr es s w rit te n ag re em en t o f C ro ft

A ss oc ia te s, P

C

T H

IS

S

H E

E T

P

LO

T S

O N

4" x

3"

1/ 2"

Croft & Associates 3400 Blue Springs Road, Suite 200

Kennesaw, Georgia 30144

770.529.7714 (p) 770.529.7716 (f) www.croftandassociates.com

6/

/2

:2 0:

A

M C

:\U se rs \m ic ha el \D oc um en ts

\2

7-

3_ C

H A

T T

O O

G A

R

IV

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_A

_m gu nn cr of ta nd as so ci at es .c om .r vt

A1.1

FLOOR PLAN

17173

Author

Checker

C H

A T

T O

O G

A R

IV

E

R W

O R

K C

E N

T E

R

H ig h w ay

S L ak em o n t, G

A

0 5 10 FT

3/16" = 1'-0"

A1.1

FLOOR PLAN N

N o.

D at e D es cr ip tio n A

-0 3-

C

O N

C

EP

T

-0 5-

0% C

D

-0 6-

O

W N

ER

C

O M

M

EN

TS

/ 1

S

LO

P

E

/ 1

S

LO

P E

A2.2

A2.2

A2.2

A2.2

A2.2

A2.2CONNECT DOWNSPOUTS

TO SUB-SURFACE DRAIN

LINE, TYP.

PREFINISHED GUTTER,

GUTTER GUARDS AND

DOWNSPOUT, TYP.

STANDING SEAM METAL

ROOF COLOR TO MATCH

EXISTING BUILDING

RIDGE CAP3

A1.4

A1.4

STANDING SEAM PANEL

SELF-ADHERING

UNDERLAYMENT

CUT PANEL & SET

IN SEALANT

J-CHANNEL

MASTIC

KEEPER STRIP/STRIP

PREFINISHED DRIP FLASHING

5/8" PLYWOOD SHEATHING

5/4X10 WOOD FASCIA BOARD

WRAPPED WITH ALUMINUM

1/4" CEMENTITIOUS

SOFFIT BOARD

8 1/4" SIP PANEL

5/4X8 WOOD FASCIA BOARD

FIBER CEMENT LAP SIDING/

6" EXPOSURE OVER 1/4" DRAINAGE MAT

WATER-RESISTIVE BARRIER

ON 3/4" PLYWOOD (EXT. GRADE)

SIP TAPE PER

MANUFACTURER

SIP TAPE PER MANUFACTURER

SEE STRUCTURE FOR DIMENSION

/4

STANDING SEAM

METAL ROOF

.050" EXPANDED

METAL SUPPORT

SCREEN

20 GA. GALV.

CONT. SUPPORT

BRACKET AND

CLOSURE

RIDGE CAP COVER

PREFINISHED TO

MATCH ROOF

SPACERS ABOVE

SCREEN

SIP PANEL

CONT. SEALANT (BOTH

SIDES) AS RECOMMENDED

BY SIP MANUFACTURER,

TYP.

ROOF TRUSS - SEE STRUCT.

SEALANT

FIELD FABRICATED

METAL HOOD

PRE-MOLDED PIPE

FLASHING WITH ALUMINUM

BASE SET IN CONT. BEAD

OF URETHANE SEALANT

GASKETED FASTENER

3" O.C. MAX

STAINLESS STEEL

CLAMPING RING

LAP SEALANT

R O

U N

D P

E N

E T

R A

T

IO

N

SIP PANEL

SEALANT

EXPANDING FOAM

1"

Sheet Title

PROJECT

NO:

CHECKED

BY:

DRAWN BY:

R E

G

IO

N A

L E

N G

IN

E

E R

C op yr ig ht by

C ro ft

A ss oc ia te s, P C

A ll rig ht s re se rv ed

T hi s do cu m en t i s pr op er ty o f C ro ft

A ss oc ia te s, P

C

It is to b e us ed o nl y fo r th e sp ec ifi c pr oj ec t r ef er re d to o r id en tif ie d he re in a nd is n ot to b e us ed o n ot he r pr oj ec ts

, i n w ho le o r in p ar t, ex ce pt b y th e ex pr es s w rit te n ag re em en t o f C ro ft

A ss oc ia te s, P

C

T H

IS

S

H E

E T

P

LO

T S

O N

4" x

3"

1/ 2"

Croft & Associates 3400 Blue Springs Road, Suite 200

Kennesaw, Georgia 30144

770.529.7714 (p) 770.529.7716 (f) www.croftandassociates.com

5/ 4/

:2

2:

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C :\U se rs

\m ic ha el

\D oc um en ts \2

7-

3_

C H

A T

T O

O G

A R

IV

E

R W

C _A

_m gu nn cr of ta nd as so ci at es

.c om

.r vt

A1.4

ROOF PLAN AND

DETAILS

17173

Author

Checker

C H

A T

T O

O G

A R

IV

E

R W

O R

K C

E N

T E

R

H ig h w ay

S L ak em o n t, G

A

0 5 10 FT

3/16" = 1'-0"

A1.4

ROOF PLAN

3 6 9 12 IN0

3" = 1'-0"

A1.4

ENDCAP RAKE DETAIL

N

3 6 9 12 IN0

3" = 1'-0"

A1.4

RIDGE CAP DETAIL

3 6 9 12 IN0

3" = 1'-0"

A1.4

PIPE PENETRATION

N o.

D at e D es cr ip tio n

-0 5-

0%

LEVEL 1

0'-0"

TRUSS BEARING

16'-0"

A2.2

A2.2

A2.2

A2.2

'-0

SEE SHEET A4.3 FOR

WINDOW DETAILS

6" FIBER CEMENT

TRIMBOARD, PT-7

8" FIBER CEMENT

TRIMBOARD, PT-7

EXTERIOR WALL

MOUNTED LIGHT

FIXTURE - SEE ELEC.

RIDGE CAP

STACKED STONE VENEER

6" FIBER CEMENT

CORNER BOARD, PT-7

PREFINISHED ALUMINUM

GUTTER AND DOWN SPOUT PT-8

STONE SILL

FIBER CEMENT LAP SIDING

W/ 6" EXPOSURE, P-7

EQEQ

CARD READER

@ 40" AFF

/4

3'

" 7

/4

CARD READER

@ 40" AFF

4' - 8"

RECEPTACLE 18"

AFF - SEE ELEC.

EQEQ

NON-FREEZE WALL HYDRANT

18" AFF - SEE PLUMB.

LEVEL 1

0'-0"

TRUSS BEARING

16'-0"

A2.2

A2.2

'-0

EQ EQ

STACKED STONE VENEER

6" FIBER CEMENT

CORNER BOARD, PT-7

PREFINISHED ALUMINUM

GUTTER AND DOWN SPOUT PT-8

STONE SILL

FIBER CEMENT LAP SIDING

W/ 6" EXPOSURE, P-7

PREFINISHED

ALUMINUM LOUVER

AND FRAME, PT-8

6" FIBER CEMENT

TRIMBOARD, PT-7

8" FIBER CEMENT

TRIMBOARD, PT-7

RECEPTACLE 18"

AFF - SEE ELEC.

LEVEL 1

0'-0"

TRUSS BEARING

16'-0"

A2.2

A2.2

A2.2

A2.2

'-0

PREFINISHED

ALUMINUM LOUVER

AND FRAME, PT-8

6" FIBER CEMENT

TRIMBOARD, PT-7

8" FIBER CEMENT

TRIMBOARD, PT-7

6" FIBER CEMENT

TRIMBOARD, PT-7

8" FIBER CEMENT

TRIMBOARD, PT-7

EXTERIOR WALL

MOUNTED LIGHT

FIXTURE - SEE ELEC.

RIDGE CAP

STACKED STONE VENEER

6" FIBER CEMENT

CORNER BOARD, PT-7

PREFINISHED ALUMINUM

GUTTER AND DOWN SPOUT PT-8

STONE SILL

FIBER CEMENT LAP SIDING

W/ 6" EXPOSURE, P-7

EQEQ

6" FIBER CEMENT

TRIMBOARD, PT-7

8" FIBER CEMENT

TRIMBOARD, PT-7

SEE SHEET A4.3 FOR

WINDOW DETAILS

3'

CARD READER

@ 40" AFF

CARD READER

@ 40" AFF

CARD READER

@ 40" AFF

/4

3'

/4

5' - 8"

RECEPTACLE 18"

AFF - SEE ELEC.

EQ EQ

NON-FREEZE

WALL HYDRANT

18" AFF - SEE

PLUMB.

NON-FREEZE WALL HYDRANT

18" AFF - SEE PLUMB.

LEVEL 1

0'-0"

TRUSS BEARING

16'-0"

A2.2

A2.2

T Y

P

'-0

EQ EQ

STACKED STONE VENEER

6" FIBER CEMENT

CORNER BOARD, PT-7

PREFINISHED ALUMINUM

GUTTER AND DOWN SPOUT PT-8

STONE SILL

FIBER CEMENT LAP SIDING

W/ 6" EXPOSURE, P-7

EXTERIOR WALL MOUNTED

LIGHT FIXTURE - SEE ELEC.

NON-FREEZE WALL HYDRANT

18" AFF - SEE PLUMB.

RECEPTACLE 18"

AFF - SEE ELEC.1'-0"

Sheet Title

PROJECT

NO:

CHECKED

BY:

DRAWN BY:

R E

G

IO

N A

L E

N G

IN

E

E R

C op yr ig ht by

C ro ft

A ss oc ia te s, P C

A ll rig ht s re se rv ed

T hi s do cu m en t i s pr op er ty o f C ro ft

A ss oc ia te s, P

C

It is to b e us ed o nl y fo r th e sp ec ifi c pr oj ec t r ef er re d to o r id en tif ie d he re in a nd is n ot to b e us ed o n ot he r pr oj ec ts

, i n w ho le o r in p ar t, ex ce pt b y th e ex pr es s w rit te n ag re em en t o f C ro ft

A ss oc ia te s, P

C

T H

IS

S

H E

E T

P

LO

T S

O N

4" x

3"

1/ 2"

Croft & Associates 3400 Blue Springs Road, Suite 200

Kennesaw, Georgia 30144

770.529.7714 (p) 770.529.7716 (f) www.croftandassociates.com

5/ 4/

:2

2:

P M

C :\U se rs

\m ic ha el

\D oc um en ts \2

7-

3_

C H

A T

T O

O G

A R

IV

E

R W

C _A

_m gu nn cr of ta nd as so ci at es

.c om

.r vt

A2.1

EXTERIOR

ELEVATIONS

17173

Author

Checker

C H

A T

T O

O G

A R

IV

E

R W

O R

K C

E N

T E

R

H ig h w ay

S L ak em o n t, G

A

0 5 10 FT

3/16" = 1'-0"

A2.1

WEST ELEVATION

0 5 10 FT

3/16" = 1'-0"

A2.1

NORTH ELEVATION

0 5 10 FT

3/16" = 1'-0"

A2.1

EAST ELEVATION

0 5 10 FT

3/16" = 1'-0"

A2.1

SOUTH ELEVATION

N o.

D at e D es cr ip tio n A

-0 3-

C

O N

C

EP

T

-0 5-

0%

LEVEL 1

0'-0"

TRUSS BEARING

16'-0"

A2.2

A2.2

A2.2

A2.2

1 2

STORAGE

WORK BAY

WORKROOM

101G101D103

BOLLARD, PT-3

PLYWOOD WALL BEYOND

BOLLARD, PT-3 LOCKERS

STANDING SEAM METAL ROOF

OVER ICE & WATER SHIELD

WOOD ROOF TRUSSES -

SEE STRUCT.

SUSPENDED LIGHT FIXTURE -

SEE ELEC.

PLYWOOD CEILING ATTACHED

TO BOTTOM OF ROOF TRUSSES

OVERHEAD

COILING DOOR

8" CONC. CURB

STACKED STONE VENEER

STONE SILL

10'X10' WIRE MESH

PARTITION CAGED AREA

UP TO CEILING (TYP. 4)

8" CONC. CURB

LEVEL 1

0'-0"

TRUSS BEARING

16'-0"

A2.2

A2.2

B A

WORK BAY

CONNECT DOWNSPOUTS

TO SUB-SURFACE DRAIN

LINE, TYP.

BOLLARD, PT-3

STANDING SEAM METAL

ROOF OVER ICE &

WATER SHIELD

WOOD ROOF TRUSSES -

SEE STRUCT.

ICE

MAKER

DRINKING

FOUNTAIN

EYE

WASH

STATION

4" / 1'-0" 4" / 1'-0"

PLYWOOD CEILING

ATTACHED TO BOTTOM

OF ROOF TRUSSES

A4.2

LEVEL 1

0'-0"

TRUSS BEARING

16'-0"

A2.2

A2.2 B A

CONNECT DOWNSPOUTS

TO SUB-SURFACE DRAIN

LINE, TYP.

TOILET

CORRIDOR

TOILET

WORKROOM

107 109

BOLLARD, PT-3

STANDING SEAM METAL ROOF

OVER ICE & WATER SHIELD

WOOD ROOF TRUSSES -

SEE STRUCT.

RECESSED LIGHT FIXTURE -

SEE ELEC.

8" CONC. CURB

STACKED STONE VENEER

STONE SILL

4" / 1'-0" 4" / 1'-0"

MILLWORK

REMOVED

FROM

PROJECT

MILLWORK

REMOVED

FROM

PROJECT

Sheet Title

PROJECT

NO:

CHECKED

BY:

DRAWN BY:

R E

G

IO

N A

L E

N G

IN

E

E R

C op yr ig ht by

C ro ft

A ss oc ia te s, P C

A ll rig ht s re se rv ed

T hi s do cu m en t i s pr op er ty o f C ro ft

A ss oc ia te s, P

C

It is to b e us ed o nl y fo r th e sp ec ifi c pr oj ec t r ef er re d to o r id en tif ie d he re in a nd is n ot to b e us ed o n ot he r pr oj ec ts

, i n w ho le o r in p ar t, ex ce pt b y th e ex pr es s w rit te n ag re em en t o f C ro ft

A ss oc ia te s, P

C

T H

IS

S

H E

E T

P

LO

T S

O N

4" x

3"

1/ 2"

Croft & Associates 3400 Blue Springs Road, Suite 200

Kennesaw, Georgia 30144

770.529.7714 (p) 770.529.7716 (f) www.croftandassociates.com

6/

/2

:2 1:

A

M C

:\U se rs \m ic ha el \D oc um en ts

\2

7-

3_ C

H A

T T

O O

G A

R

IV

E R

W C

_A

_m gu nn cr of ta nd as so ci at es .c om .r vt

A2.2

BUILDING SECTIONS

17173

Author

Checker

C H

A T

T O

O G

A R

IV

E

R W

O R

K C

E N

T E

R

H ig h w ay

S L ak em o n t, G

A

10 FT50

1/4" = 1'-0"

A2.2

BUILDING SECTION

10 FT50

1/4" = 1'-0"

A2.2

BUILDING SECTION

10 FT50

1/4" = 1'-0"

A2.2

BUILDING SECTION

N o.

D at e D es cr ip tio n

-0 5-

0% C

D

-0 6-

O

W N

ER

C

O M

M

EN

TS