15-WHS - CTAE RMA Permit-Bid Set Drawings 04022026.pdf

191 Peachtree Street NE Suite 2400

Atlanta, GA 30303-1770

(404) 237-2000 coopercarry.com

Principal-in-Charge

Project Manager

Project Architect

Staff Architect

Project No.

Date

Drawing No.

A

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

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

B C

D E

F G

H J

K L

M N

P

A B

C D

E F

G H

J K

L M

N P

© 2026 COOPER CARRY

ISSUED FOR CONSTRUCTION

GA DEPT OF EDUCATION DATA

FACILITY CODE: 628-1605-1320.01

FTE FOR THIS SITE: 2100

INSTRUCTIONAL UNITS: 108 (96 EXISTING,

22 NEW)

A u to d e s k D o c s /2

W o o d s to c k H

S

C T

A E l a b s /W

O O

D S

T O

C K

H S

C

T A

E L

A B

S V

.r v t

/1

/2

:0

:5

P

M

G0.00

04/02/2026

20260084SOPHIA TARKHAN

BRIAN MITCHELL

CLAIRE COUVILLON

COVER SHEET

WOODSTOCK HS CTAE RMA

2010 TOWNE LAKE HILLS S. DR.

WOODSTOCK, GA 30189

CHEROKEE COUNTY SCHOOL SYSTEM

P R

O

JE

C T

N U

M B

E R

: 2

P

R O

JE

C

T N

A M

E : W

O O

D S

TO

C

K H

S C

TA

E

R M

A S

H E

E T

N U

M B

E R

: G 0.

C O

V E

R S

H E

E T

WOODSTOCK HS CTAE RMA

2010 TOWNE LAKE HILLS S. DRIVE

WOODSTOCK, GA 30189

SCOPE / PROJECT TYPE

PERMIT/BID SET

04/02/2026

MEP ENGINEERS

MATHESON-BALL & ASSOCIATES, INC.

225 REFORMATION PKWY

SUITE 220

CANTON, GA 30144

770-751-0773

WWW.MATHESONBALL.COM

ISSUANCES

No. Drawing Issue Description Date

PERMIT/BID SET 04/02/2026

GENERAL NOTES

A. GENERAL NOTES:

1.THE CONTRACT, ADDENDA, SUPPLEMENTAL CONDITIONS, GENERAL REQUIREMENTS, GENERAL

CONDITIONS, AND TECHNICAL SPECIFICATIONS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES.

ANY CONFLICT BETWEEN THESE GENERAL NOTES AND LANGUAGE FOUND IN THE ABOVE DOCUMENTS OR IN THE DRAWINGS OR IN ANY OTHER CONTRACT DOCUMENT SHALL BE BROUGHT TO THE ATTENTION OF

THE ARCHITECT IMMEDIATELY FOR FURTHER CLARIFICATION.

2. CONTRACTOR SHALL PROVIDE COMPLETE SYSTEMS AND ASSEMBLIES THAT INCLUDE ALL COMPONENTS NECESSARY FOR A FULLY FUNCTIONAL ASSEMBLY SATISFYING THE DESIGN INTENT, COMPLY WITH THE

REQUIREMENTS INDICATED IN THE CONTRACT DOCUMENTS AND READY FOR THE INTENDED USE.

REFERENCE CONDITIONS OF THE CONTRACT AND/OR GENERAL REQUIREMENTS FOR ADDITIONAL

INFORMATION.

3. REFERENCE CONDITIONS OF THE CONTRACT AND/OR GENERAL REQUIREMENTS FOR ANY OCCUPANCY

RESTRICTIONS OR REQUIREMENTS DURING CONSTRUCTION.

4. REFERENCE CONDITIONS OF THE CONTRACT AND/OR GENERAL REQUIREMENTS REGARDING

REQUIREMENTS FOR DOCUMENTATION AND REPORTING OF FIELD CONDITIONS BY THE CONTRACTOR AND

COORDINATION WITH THE CONTRACT DOCUMENTS.

5. REFERENCE CONDITIONS OF THE CONTRACT AND/OR GENERAL REQUIREMENTS REGARDING

COORDINATION OF THE WORK OR OTHER SPECIAL COORDINATION REQUIREMENTS.

B. DEFINITIONS:

1. “TYPICAL” OR “TYP.” INDICATES IDENTICAL COMPLETE SYSTEM, ASSEMBLY OR COMPONENT SHALL BE

PROVIDED FOR EACH OCCURRENCE OF THE CONDITION NOTED.

2. “SIMILAR” INDICATES COMPLETE SYSTEM, ASSEMBLY AND COMPONENTS SHALL BE PROVIDED, INCLUDING ANY ADJUSTMENTS REQUIRED DUE TO VARIATION AT A PARTICULAR CONDITION, RESULTING IN COMPARABLE CHARACTERISTICS FOR THE “SIMILAR” CONDITION NOTED. THE ARCHITECT SHALL BE THE

SOLE JUDGE OF A SIMILAR CONDITION’S COMPLIANCE WITH THE DESIGN INTENT.

3. “AS REQUIRED” INDICATES ITEMS OF WORK REQUIRED TO PROVIDE FOR A COMPLETE SYSTEM, ASSEMBLY OR COMPONENT AS INDICATED IN THE CONTRACT DOCUMENTS. ALL COMPONENTS OF THE NOTED SYSTEM SHALL BE PROVIDED, INSTALLED, COMPLETE AND READY FOR THE INTENDED USE.

4. “ALIGN” INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, LEVEL AND/OR PLUMB RELATION TO ADJACENT SURFACES WITHIN TOLERANCES DEFINED IN THE TECHNICAL

SPECIFICATIONS.

5. REFERENCE DIVISION 01 OF THE PROJECT MANUAL FOR ADDITIONAL DEFINITIONS AND CLARIFICATIONS.

C. DRAWINGS

1. DRAWINGS SHALL NOT BE SCALED FOR DETERMINATION OF LENGTHS, FIT, OR QUANTITIES OF MATERIALS, ETC. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZES, CLEARANCES, AND DIMENSIONAL RELATIONSHIPS BETWEEN SYSTEMS, ASSEMBLIES, AND COMPONENTS.

2. THE CONTRACT DOCUMENTS CONSIST OF THIS SET OF DRAWINGS, ADDENDA, BULLETINS,

CONSTRUCTION CHANGE DIRECTIVES, CHANGE ORDERS, THE CONTRACT BETWEEN OWNER AND

CONTRACTOR, CONDITIONS OF THE CONTRACT, AND ANY OTHER INFORMATION WRITTEN AND MUTUALLY

AGREED UPON BETWEEN THE OWNER AND THE CONTRACTOR.

3. THESE DRAWINGS ARE COMPLEMENTARY AND INTERRELATED; WORK OF ANY INDIVIDUAL TRADE IS NOT

NECESSARILY CONFINED TO SPECIFIC DOCUMENTS, CHAPTERS, OR LOCATIONS.

4. COORDINATE LOCATIONS AND/OR ELEVATIONS OF REGISTERS, GRILLES, LOUVERS, DUCTS, UNIT HEATERS, PANELS, ETC. WITH MECHANICAL AND ELECTRICAL CONTRACTORS AND ARCHITECTURAL

DRAWINGS.

5. WHERE A DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY TO ALL LIKE OR SIMILAR CONDITIONS, EVEN THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS.

6. 3-D PERSPECTIVE VIEWS ARE PROVIDED FOR REFERENCE TO ASSIST THE CONTRACTOR IN

UNDERSTANDING THE DESIGN CONCEPT FOR ARCHITECTURAL COMPONENTS AND ARE NOT INTENDED TO SUPERCEDE INFORMATION CONTAINED IN OTHER CONTRACTOR DOCUMENTS RELATING TO THIS WORK.

ISSUES REQUIRING CLARIFICATION AND/OR INTERPRETATION OF THESE PERSPECTIVE VIEWS SHALL BE

DIRECTED TO THE ARCHITECT IN WRITING.

D. DIMENSIONS:

1. DIMENSIONS ARE INDICATED TO THE CENTERLINE OF STRUCTURAL GRID, FACE OF CAST-IN-PLACE CONCRETE PARTITION, FACE OF UNIT MASONRY PARTITION, AND/OR TO THE FINISH FACE OF INTERIOR

PARTITIONS AND PARTITIONS AS SCHEDULED, UNLESS NOTED OTHERWISE.

2. FLOOR ELEVATIONS ARE INDICATED TO THE TOP SURFACE OF THE “STRUCTURAL” SLAB, UNLESS NOTED

OTHERWISE.

3. CEILING HEIGHTS ARE INDICATED FROM FINISHED FLOOR ELEVATIONS TO THE FINISH FACE OF SUSPENDED CEILING SYSTEMS OR FACE OF FINISH MATERIALS, AS INDICATED OR SCHEDULED.

4. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZES, CLEARANCES, AND

DIMENSIONAL RELATIONSHIPS BETWEEN PROJECT SYSTEMS, ASSEMBLIES AND COMPONENTS.

DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS.

5. WHERE EQUIPMENT OR COMPONENTS HAVE DIMENSIONAL VARIATION DEPENDENT ON THE SELECTED MANUFACTURER, THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ADJOINING CONSTRUCTION

TO ACCOMMODATE THE SELECTED MANUFACTURER’S REQUIREMENTS.

6. REFERENCE DIVISION 01 OF THE PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS FOR

COORDINATION OF DRAWINGS AND DIMENSIONS.

E. PROJECT NOTES:

1. FIELD VERIFY LOCATION OF UTILITIES WITHIN WALLS TO BE REMOVED.

2. CONTRACTOR TO REPAIR/REPLACE ANY MATERIALS SHOWN TO REMAIN IF DAMAGED DURING

CONSTRUCTION.

3. COORDINATE WITH OWNER WHEN UTILITIES ARE TO BE TURNED OFF.

4. COORDINATE WITH OWNER TO ASSIGN A DEDICATED CONTRACTORS ENTRANCE INTO THE WORK AREA.

5. EXIST. WINDOW BLINDS TO REMAIN. PROTECT FROM DAMAGE.

191 Peachtree Street NE Suite 2400

Atlanta, GA 30303-1770

(404) 237-2000 coopercarry.com

Principal-in-Charge

Project Manager

Project Architect

Staff Architect

Project No.

Date

Drawing No.

A

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

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

B C

D E

F G

H J

K L

M N

P

A B

C D

E F

G H

J K

L M

N P

© 2026 COOPER CARRY

ISSUED FOR CONSTRUCTION

GA DEPT OF EDUCATION DATA

FACILITY CODE: 628-1605-1320.01

FTE FOR THIS SITE: 2100

INSTRUCTIONAL UNITS: 108 (96 EXISTING,

22 NEW)

A u to d e s k D o c s /2

W o o d s to c k H

S

C T

A E l a b s /W

O O

D S

T O

C K

H S

C

T A

E L

A B

S V

.r v t

/1

/2

:5

:3

P

M

G0.01

04/02/2026

20260084SOPHIA TARKHAN

PROJECT ARCHITECT

CLAIRE COUVILLON

DRAWING INDEX

WOODSTOCK HS CTAE RMA

2010 TOWNE LAKE HILLS S. DR.

WOODSTOCK, GA 30189

CHEROKEE COUNTY SCHOOL SYSTEM

P R

O

JE

C T

N U

M B

E R

: 2

P

R O

JE

C

T N

A M

E : W

O O

D S

TO

C

K H

S C

TA

E

R M

A S

H E

E T

N U

M B

E R

: G 0.

D R

A W

IN

G

IN

D

E X

DRAWING INDEX

SHEET NO. SHEET NAME

GENERAL

G0.00 COVER SHEET

G0.01 DRAWING INDEX

G0.02 GENERAL INFORMATION

G1.01 MEANS OF EGRESS PLAN

ARCHITECTURE

A0.1 OVERALL FLOOR PLAN - HIGH SCHOOL

A1.00 DEMOLITION FLOOR PLAN

A1.11 PROPOSED & DIMENSIONED FLOOR PLANS

A1.12 FINISH PLAN & SCHEDULE

A2.10 REFLECTED CEILING PLANS

A3.11 ENLARGED PLANS & DETAILS

A9.00 INTERIOR PARTITIONS

A9.10 DOOR SCHEDULE AND TYPES

MECHANICAL

M1.0 FLOOR PLAN - HVAC DEMO

M1.1 FLOOR PLAN - HVAC

M2.0 VAC SCHEDULES & DETAILS

PLUMBING

P1.0 FLOOR PLAN - PLUMBING

ELECTRICAL

E0.1 SITE PLAN

E0.2 FLOOR PLAN - DEMO

E1.1 FLOOR PLAN - POWER

E2.1 CEILING PLAN - LIGHTING

E3.1 FLOOR PLAN - SYSTEMS

E4.1 FLOOR PLAN - FIRE ALARM

E5.1 ELECTRICAL SCHEDULES

E5.2 ELECTRICAL DETAILS

EM1.1 FLOOR PLAN - HVAC POWER

ISSUANCES

ABBREVIATIONS

A

ACP ACOUSTICAL CEILING PANEL

AD AREA DRAIN

ADJ ADJACENT

ADMIN ADMINISTRATION

ADA AMERICANS W/ DISABILITIES ACT

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE(D)

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

ASPH ASPHALT

ASSY ASSEMBLY

B

BD BOARD

BITUM BITUMIN(OUS)

BLDG BUILDING

BUR BUILT-UP ROOFING

C

CB CATCH BASIN

CER CERAMIC

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

COORD COORDINATE

CPT CARPET

CT CERAMIC TILE

CTR CENTER

D

DBL DOUBLE

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DISP DISPENSER

DS DOWNSPOUT

DR DOOR

DWG DRAWING

E

EA EACH

EIFS EXTERIOR INSULATION &

FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EOS EDGE OF SLAB

EPS EXPANDED MOLDED POLYSTYRENE

BOARD (INSULATION)

XPS EXTRUDED POLYSTYRENE

BOARD (INSULATION)

EQ EQUAL

EQUIP EQUIPMENT

ESCAL ESCALATOR

EXH EXHAUST

F

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FACE

FHA FAIR HOUSING ACT

FHC FIRE HOSE CABINET

FIN FLR FINISH FLOOR

FIXT FIXTURE

FLR FLOOR

FLG FLOORING

FLUOR FLUORESCENT

FOS FACE OF STUD

FRT FIRE RETARDANT TREATED

G

GA GAGE

GALV GALVANIZED

GFRC

GLASS FIBER REINFORCED CONCRETE

GFRG GLASS FIBER REINFORCED GYPSUM

GFRP GLASS FIBER REINFORCED PLASTIC

H

HB HOSE BIBB

HC HANDICAP

HM HOLLOW METAL

HYD HYDRANT

I

ID INSIDE DIAMETER

IIC IMPACT ISOLATION CLASS

INFO INFORMATION

INSUL INSULATION

IRMA INVERTED ROOF

MEMBRANE ASSEMBLY

J

JAN JANITOR

L

LAV LAVATORY

M

MAX MAXIMUM

MECH MECHANICAL

MEZZ MEZZANINE

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

N

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

O

ON CENTEROC

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE (HAND)

ORD OVERFLOW ROOF DRAIN

P

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

POL POLISHED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

Q

QT QUARRY TILE

R

R VALUE THERMAL RESISTANCE

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFERENCE

REQD REQUIRED

RM ROOM

RO ROUGH OPENING

S

SAB SOUND ATTENUATION

BLANKET

SCHED SCHEDULE

SD STORM DRAIN

SHT SHEET

SIM SIMILAR

SQ SQUARE

SPKR SPEAKER

SPKLR SPRINKLER

STC SOUND TRANSMISSION

COEFFICIENT

STD STANDARD

STOR STORAGE

STRUC STRUCTURAL

SST STAINLESS STEEL

SUSP SUSPEND(ED)

SUSP.CLG SUSPENDED CEILING

SV SHEET VINYL

T

T&G TONGUE & GROOVE

TEL TELEPHONE

THK THICKNESS

THRU THROUGH

TYP TYPICAL

U

UL UNDERWRITERS LABORATORY

UNO UNLESS NOTED OTHERWISE

V

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VOL VOLUME

VT VINYL TILE

VWC VINYL PARTITION COVERING

W

WC WATER CLOSET

WD WOOD

W/O WITHOUT

O.T.S. OPEN TO STRUCTURE

STL STEEL

ACC ACCESSIBLE

GYP. BD. GYPSUM BOARD

CFMF COLD FORMED METAL FRAMING

00 View Name

SCALE: 1/8" = 1'-0"A00.00A00.00

DRAWING TITLE

00 View Name

SCALE: 1/8" = 1'-0"A00.00

DRAWING NUMBER

SHEET NUMBER ON WHICH

DRAWING ORIGINATES

SHEET NUMBER ON WHICH

DRAWING APPEARS

DRAWING TITLE

DRAWING NUMBER

SHEET NUMBER ON WHICH

DRAWING APPEARS

SECTION MARKER

SECTION DRAWING NUMBER

SHEET NUMBER ON WHICH

SECTION IS DRAWN

A01.01

SIM

INTERIOR ELEVATION MARKER

A01.01

RATED PARTITION LEGEND

1 HOUR SEPARATION ASSEMBLY

OR FIRE PARTITION

2 HOUR SEPARATION ASSEMBLY

OR FIRE PARTITION

3 HOUR SEPARATION ASSEMBLY

OR FIRE PARTITION

4 HOUR SEPARATION ASSEMBLY

OR FIRE PARTITION

PARTITION TYPE MARKER

PARTITION TYPE

-SEE FLOOR PLANS

DIMENSIONAL STANDARDS 88.8

2 3/4"

CLEAR

2" 3/4"

FINISH FACE

(U.N.O.)

CRITICAL FINISHED

DIMENSION

DIMENSION TO

CENTERLINE

OF COLUMN

MISC. TAGS

FIRST FLOOR LEVEL

EL. 0' 00"FLOOR ELEVATION SYMBOL

OS478-WX

GENERAL KEYNOTES, ACCESSORY TAGS,

AND/OR FIXTURE TAGS - REFERENCE DRAWINGS

SPOT ELEVATION SYMBOL 8' 0" A.F.F. 8' 0" A.F.F.

REVISION CLOUD

REVISION CLOUD

REVISION NUMBER

DOOR NUMBER SYMBOL

DIGITS COORDINATE WITH ROOM NUMBERS

WINDOW TYPE

COLUMN MARKER 88.8

88.8 88.8

NEW EXISTING

ROOM TAG

CEILING HEIGHT MARKER

20' 10 3/8" ACT8

20' 10 3/8"

20' 10 3/8"P00 ACT8

CEILING HEIGHT

FINISH COLOR

CEILING MATERIAL

PROJECT WILL USE ONE OF THESE MARKERS

CURTAIN PARTITION GLASS & PANEL TYPES

G1 G1

SYMBOLS

SHEET NUMBER ON WHICH

ELEVATION IS DRAWN

ELEVATION DRAWING NUMBER

88.8

SMOKE SEPARATION ASSEMBLY

00000

ROOM NAME

EXISTING PARTITION TO REMAIN

NEW PARTITION

MATERIALS LEGEND

31 20 00 CRUSHED ROCK - GRAVEL FILL -

POROUS FILL

31 20 00 EARTH - UNDISTURBED

31 20 00 EARTH - COMPACTED FILL

31 20 00 SAND

03 30 00 CONCRETE

04 05 00 GROUT

04 20 00 BRICK MASONRY

04 20 00 CONCRETE MASONRY UNIT -

SMALL SCALE

04 20 00 CONCRETE MASONRY UNIT -

LARGE SCALE

04 20 00 ROUGH STONE

04 72 00 CAST STONE MASONRY

05 00 00 ALUMINUM

05 00 00 BRASS - BRONZE

05 00 00 STEEL

05 53 00 GRATINGS, SECTION

06 10 00 PLYWOOD OR EXTERIOR

SHEATHING

06 10 00 WOOD BLOCKING OR SHIM

06 10 00 WOOD FRAMING - CONTINUOUS

07 21 00 BATT INSULATION

07 80 00 SEMI-RIGID INSULATION -

MINERAL WOOL BLANKET

07 21 00 RIGID INSULATION

DESCRIPTION SYMBOL

SPEC

SECTION

07 80 00 SPRAY-ON MINERAL WOOL BLANKET

OR INSULATION

APPLICABLE CODES

BUILDING: INTERNATIONAL BUILDING CODE, 2024 WITH 2026 GA AMENDMENTS

FIRE: INTERNATIONAL FIRE CODE, 2024 EDITION

LIFE SAFETY: NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 101 LIFE SAFETY CODE, 2024

MECHANICAL: INTERNATIONAL MECHANICAL CODE, 2024 EDITION WITH 2026 GA AMENDMENTS

PLUMBING: INTERNATIONAL PLUMBING CODE, 2024 EDITION WITH 2026 GA AMENDMENTS

ELECTRICAL: NATIONAL ELECTRICAL CODE, 2023 EDITION WITH 2026 GA AMENDMENTS

GAS: INTERNATIONAL FUEL GAS CODE, 2024 EDITION WITH 2026 GA AMENDMENTS

ENERGY: INTERNATIONAL ENERGY CONSERVATION CODE, 2015 WITH 2023 GA AMENDMENTS

ACCESSIBILITY: U.S.D.O.J. 2010 ACCESSIBILITY STANDARDS

FAIR HOUSING: FEDERAL FAIR HOUSING ACT GUIDELINES 1990

EXIT REQUIREMENTS

DEAD END CORRIDOR (MAX.)

(IBC SECTION 1020.4; LSC SECTION 7.5.1.5)

EDUCATION: 5- FT WITH AUTOMATIC SPRINKLERS

COMMON PATH OF TRAVEL (MAX.)

(IBC SECTION 1006.2.1; LSC SECTION 7.5.1.1.4)

100FT WITH AUTOMATIC SPRINKLERS

SINGLE EXIT ALLOWED

(IBC SECTION 1006.3.3; LSC SECTION 7.4.1)

< 50 PEOPLE

MAXIMUM EXIT ACCESS TRAVEL DISTANCE

(IBC TABLE 1017.2; LSC SECTION 7.5)

1/3 DIAGONAL OF FLOOR OR SPACE WHERE

PROTECTED BY AN APPROVED AUTOMATIC SPRINKLER

MINIMUM STAIR WIDTH

(IBC SECTION 1005.3, 1011.2; LSC SECTION 7.2.2.2.1.2)

N/A

MINIMUM CORRIDOR WIDTH

(IBC SECTION 1005.1, TABLE 1020.2; LSC SECTION 7.3.4)

EDUCATION: 6 FT. MIN. CLEAR WIDTH

WHERE SERVING <100 OCCUPANTS = 44 INCHES MIN.

MINIMUM NO. OF EXITS REQUIRED

(IBC SECTION 1006.2; LSC SECTION 7.4)

OCCUPANT LOAD 1-500 2 EXITS

OCCUPANT LOAD 501-1000 3 EXITS

OCCUPANT LOAD >1000 4 EXITS

EDUCATION: 200FT WITH AUTOMATIC SPRINKLERS

EXIT SEPARATION (MIN.)

(IBC SECTION 1007; LSC SECTION 7.5.1.3)

OCCUPANCY CLASSIFICATIONS

PRIMARY OCCUPANCY:

OCCUPANCY CLASSIFICATION

AND USE

EDUCATION

IBC - CHAPTER 3

FUNCTION IBC TABLE 1004.5

OCCUPANT LOAD FACTOR LSC TABLE 7.3.1.2

INTERNATIONAL

BUILDING CODE

LIFE SAFETY CODE

LSC TABLE 7.3.1.2

LSC CHAPTER 6.1

IBC TABLE 1004.5

BUILDING DATA

CONSTRUCTION TYPE: IBC - 11B NFPA - 11(000)

SPRINKLERS:

(IBC SECTION 903; LSC SECTION 9.7.1)

YES NFPA 13 SUPERVISED YES

STANDPIPES:

(IBC SECTION 905; LSC SECTION 9.10)

NO - -

FIRE DISTRICT:

(REFERENCE LOCAL AUTHORITY)

NO - -

HIGH RISE:

(IBC SECTION 403)

NO - -

MEZZANINE:

(IBC SECTION 505)

NO - -

FIRE ALARM:

(IBC SECTION 907; LSC SECTION 9.6)

YES MANUAL / AUTOMATIC -

BUILDING AREAS

ACTUAL AREA: ALLOWABLE AREA PER FLOOR:

FLOOR NO.: USE /

OCC.:

ACTUAL AREA

PROVIDED

A + B = C

(A)

ALLOWABLE

FLOOR AREA

(TABLE 506.2)

(B)

FRONTAGE

INCREASE

(IBC 506.3)

(C)

INCREASED

ALLOWABLE

AREA / FLR

AFFECTED

AREA

4,361E N/A N/A 4,361

TOTAL AFFECTED AREA: 4,361 TOTAL ALL FLOORS: 4,361

BUILDING HEIGHTS

ACTUAL ALLOWABLE

EDUCATION, E

ALLOWABLE

HEIGHT

(IBC TABLE

504.3)

75'-0"

ALLOWABLE

NUMBER OF

STORIES

(IBC TABLE

504.4)

4 STORIES

N/A

TOTAL

ALLOWABLE

4 STORIES

FRONTAGE

INCREASE

(IBC TABLE

506.2)

ACTUAL

PROVIDED

75'-0"3

1 STORY

14'-8"

OCCUPANCY

TYPE:

ALL WORK CONTAINED WITHING FOOTPRINT OF EXISTING BUILDING

FIRE RESISTANCE RATINGS

BUILDING ELEMENTS:

STRUCTURAL FRAME:

RATING (HRS) REMARKS

BEARING PARTITIONS:

EXTERIOR:

0 ?

0 ?

0 ?

0 ?

FLOOR CONSTRUCTION:

(INCLUDING SUPPORTING BEAMS AND JOISTS)

ROOF CONSTRUCTION:

(INCLUDING SUPPORTING BEAMS AND JOISTS)

FIRE SEPARATIONS:

SHAFT ENCLOSURES:

(IBC SECTION 713)

RATING (HRS) REMARKS

PARTITIONS & PENETRATIONS:

FIRE BARRIERS AND FIRE PARTITIONS:

(IBC TABLE 707.3.10)

FIRE PARTITIONS AND TENANT SEPARATION:

(IBC SECTION 708)

EXITS:

1 ?

2 N/A

1 ?

0 SPRINKLER SYSTEM

1 ?

HORIZONTAL EXIT:

(IBC SECTION 1026)

CORRIDORS:

(IBC TABLE 1020.0)

2 N/A

EXIT PASSAGEWAY:

(IBC SECTION 1024)

(IBC TABLE 601, LSC TABLE A.8.2.1.2)

INTERIOR: 0 ?

NON-BEARING PARTITIONS:

EXTERIOR: 0 ?

INTERIOR: 0 ?

INCIDENTAL USE:

STORAGE:

(IBC SECTION 509)

RATING (HRS) REMARKS

ELEVATOR MACHINE ROOM:

(IBC SECTION 3005)

(IBC TABLE 509)

0 ?

1 ?

ELECTRICAL:

(NFPA 70)

0 ?

MECHANICAL:

(IBC SECTION 509)

1 SPRINKLER SYSTEM

MIXED OCCUPANCY SEPARATION:

(IBC TABLE 508.4) FULLY SPRINKLERED BUILDING)

A, E

A, E B S-2 REMARKS

B

S-2

- 1 -

1 - 1

- 1 -

PER 508.2.4 NO SEPARATION BETWEEN ACCESSORY

OCCUPANCIES AND MAIN OCCUPANCY IS REQUIRED.

NOTE IF YOUR PROJECT IS NOT SPRINKLERED- MODIFY TABLE

ALSO ADD OCCUPANCIES AS NEEDED

PER 508.2.4 NO SEPARATION BETWEEN ACCESSORY

OCCUPANCIES AND MAIN OCCUPANCY IS REQUIRED.

PER 508.2.4 NO SEPARATION BETWEEN ACCESSORY

OCCUPANCIES AND MAIN OCCUPANCY IS REQUIRED.

CODE REFERENCE GUIDE

AREA

MEANS OF EGRESS

BUILDING CONSTRUCTION TYPES INCLUDING

ALLOWABLE HEIGHT, ALLOWABLE BUILDING AREAS,

AND THE REQUIREMENTS FOR SPRINKLER

PROTECTION RELATED TO MINIMUM BUILDING

CONSTRUCTION TYPES.

LSC

STANDPIPES

INTERIOR FINISH

STATE OF GEORGIA MINIMUM FIRE SAFETY STANDARDS 120-3-3; TABLE 102.10:

PRIMARY SUPPLEMENT

OCCUPANCY CLASSIFICATION

NONE

IBC LSC

LSC IBC

IBC NONE

LSC NONE

HVAC SYSTEMS IMC

VERTICAL OPENINGS

SPRINKLER SYSTEMS MINIMUM CONSTRUCTION

STANDARD

NONE

LSC NONE

LSC NONE

FIRE ALARM SYSTEMS LSC NONE

SMOKE ALARMS AND SMOKE DETECTION SYSTEMS STATE STATUTE AND LSC NONE

PORTABLE FIRE EXTINGUISHERS IFC NONE

COOKING EQUIPMENT LSC AND NFPA 96 NONE

FUEL FIRED APPLIANCES IFGC NFPA 54

LIQUID PETROLEUM GAS NFPA 58 NFPA 54 OR IFGC

COMPRESSED NATURAL GAS NFPA 52 NONE

191 Peachtree Street NE Suite 2400

Atlanta, GA 30303-1770

(404) 237-2000 coopercarry.com

Principal-in-Charge

Project Manager

Project Architect

Staff Architect

Project No.

Date

Drawing No.

A

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

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

B C

D E

F G

H J

K L

M N

P

A B

C D

E F

G H

J K

L M

N P

© 2026 COOPER CARRY

ISSUED FOR CONSTRUCTION

GA DEPT OF EDUCATION DATA

FACILITY CODE: 628-1605-1320.01

FTE FOR THIS SITE: 2100

INSTRUCTIONAL UNITS: 108 (96 EXISTING,

22 NEW)

A u to d e s k D o c s /2

W o o d s to c k H

S

C T

A E l a b s /W

O O

D S

T O

C K

H S

C

T A

E L

A B

S V

.r v t

/1

/2

:0

:1

P

M

G0.02

04/02/2026

20260084PRINCIPAL-IN-CHARGE

BRIAN MITCHELL

CLAIRE COUVILLON

GENERAL INFORMATION

WOODSTOCK HS CTAE RMA

2010 TOWNE LAKE HILLS S. DR.

WOODSTOCK, GA 30189

CHEROKEE COUNTY SCHOOL SYSTEM

P R

O

JE

C T

N U

M B

E R

: 2

P

R O

JE

C

T N

A M

E : W

O O

D S

TO

C

K H

S C

TA

E

R M

A S

H E

E T

N U

M B

E R

: G 0.

G E

N E

R A

L

IN

FO

R

M A

TI

O

N

ISSUANCES

0' - 3"

COMMON PATH

0' - 3"

DEAD END

0' - 3"

0' - 3"

MAX. DIAGONAL

0' - 3"

EXIT SEPARATION

MEANS OF EGRESS LEGEND

COMMON PATH OF TRAVEL

(XX FT. MAX)

DISTANCES

DEAD END CORRIDOR

(XX FT. MAX)

TRAVEL DISTANCE

MAX DIAGONAL DISTANCE

EXIT SEPARATION

1 HOUR SEPARATION ASSEMBLY

OR FIRE PARTITION

PARTITION RATINGS

2 HOUR SEPARATION ASSEMBLY

OR FIRE PARTITION

3 HOUR SEPARATION ASSEMBLY

OR FIRE PARTITION

4 HOUR SEPARATION ASSEMBLY

OR FIRE PARTITION

O HOUR RATING

SMOKE SEPARATION ASSEMBLY

OCCUPANCY AREA LABELS

AREA NAME

150 SF

LEVEL EXIT LOAD / CAPACITY

EXIT CAPACITY

OCCUPANT LOAD

LEVEL EXIT LOAD / CAPACITY

@ DOORWAY

EXIT CAPACITY =

(DOOR WIDTH - REDUCTION TO ACHIEVE CLEAR OPENING) X LOAD

FACTOR

LEVEL EXIT LOAD / CAPACITY

@ CORRIDOR

EXIT CAPACITY =

CLEAR OPENING X LOAD

FACTOR

* REFERENCE "MEASUREMENT OF MEANS OF EGRESS" UNDER STAIR EXIT

CAPACITY

CLEAR EXIT

WIDTH

EXIT CAPACITY

OCCUPANT

LOAD

STAIR EXIT LOAD / CAPACITY

MEASUREMENT OF MEANS OF EGRESS: THE WIDTH OF MEANS OF EGRESS SHALL BE MEASURED IN THE CLEAR AT THE NARROWEST POINT OF THE EGRESS COMPONENT UNDER CONSIDERATION. PROJECTIONS WITHIN THE MEANS OF EGRESS OF NOT MORE THAN 4 1/2" IN STAIR (4" OTHERWISE) ON EACH SIDE SHALL BE PERMITTED AT

A HEIGHT OF 38" AND BELOW.

CLEAR EXIT WIDTH: FACE

OF PARTITION TO FACE OF

GUARD

38" HIGH X 4.5" WIDE

ALLOWABLE PROJECTION

AREA ON EACH SIDE

42" HIGH GUARD RAIL

34" HIGH HANDRAIL: LOCATED

WITHIN PROJECTION AREA

RAISED STRINGER:

LOCATED WITHIN

PROJECTION AREA

STAIR EXIT LOAD / CAPACITY

SMOKE BARRIER

"B" MODIFIER

INFORMATION TECHNOLGY LAB

(CYBERSECURITY)

FLIGHT OPERATIONS LAB

ENGINEERING LAB

703.1

RADIO STUDIO

703.2

CONTROL ROOM

703.4

TV STUDIO

703D

IDF

703C

ELEC.

703A

OFFICE

703B

STOR.

705B

STOR.

705A

OFFICE

703F

JAN.

703G

IDF

209' - 9 5/8"

136' - 9 3/8"

191 Peachtree Street NE Suite 2400

Atlanta, GA 30303-1770

(404) 237-2000 coopercarry.com

Principal-in-Charge

Project Manager

Project Architect

Staff Architect

Project No.

Date

Drawing No.

A

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

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

B C

D E

F G

H J

K L

M N

P

A B

C D

E F

G H

J K

L M

N P

© 2026 COOPER CARRY

ISSUED FOR CONSTRUCTION

GA DEPT OF EDUCATION DATA

FACILITY CODE: 628-1605-1320.01

FTE FOR THIS SITE: 2100

INSTRUCTIONAL UNITS: 108 (96 EXISTING,

22 NEW)

A u to d e s k D o c s /2

W o o d s to c k H

S

C T

A E l a b s /W

O O

D S

T O

C K

H S

C

T A

E L

A B

S V

.r v t

/1

/2

:0

:3

P

M

G1.01

04/02/2026

20260084SOPHIA TARKHAN

BRIAN MITCHELL

CLAIRE COUVILLON

MEANS OF EGRESS PLAN

WOODSTOCK HS CTAE RMA

2010 TOWNE LAKE HILLS S. DR.

WOODSTOCK, GA 30189

CHEROKEE COUNTY SCHOOL SYSTEM

P R

O

JE

C T

N U

M B

E R

: 2

P

R O

JE

C

T N

A M

E : W

O O

D S

TO

C

K H

S C

TA

E

R M

A S

H E

E T

N U

M B

E R

: G 1.

M E

A N

S O

F E

G R

E S

S P

LA

N

SCALE: 1/8" = 1'-0"G1.01

1 LEVEL 1 - MEANS OF EGRESS PLAN

NOTE: MEANS OF EGRESS DISTANCES UNCHANGED FROM ORIGINAL PLAN.

ISSUANCES

SCOPE OF WORK

191 Peachtree Street NE Suite 2400

Atlanta, GA 30303-1770

(404) 237-2000 coopercarry.com

Principal-in-Charge

Project Manager

Project Architect

Staff Architect

Project No.

Date

Drawing No.

A

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

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

B C

D E

F G

H J

K L

M N

P

A B

C D

E F

G H

J K

L M

N P

© 2026 COOPER CARRY

ISSUED FOR CONSTRUCTION

GA DEPT OF EDUCATION DATA

FACILITY CODE: 628-1605-1320.01

FTE FOR THIS SITE: 2100

INSTRUCTIONAL UNITS: 108 (96 EXISTING,

22 NEW)

A u to d e s k D o c s /2

W o o d s to c k H

S

C T

A E l a b s /W

O O

D S

T O

C K

H S

C

T A

E L

A B

S V

.r v t

/1

/2

:0

:1

P

M

A0.1

04/02/2026

20260084SOPHIA TARKHAN

BRIAN MITCHELL

CLAIRE COUVILLON

OVERALL FLOOR PLAN - HIGH

SCHOOL

WOODSTOCK HS CTAE RMA

2010 TOWNE LAKE HILLS S. DR.

WOODSTOCK, GA 30189

CHEROKEE COUNTY SCHOOL SYSTEM

P R

O

JE

C T

N U

M B

E R

: 2

P

R O

JE

C

T N

A M

E : W

O O

D S

TO

C

K H

S C

TA

E

R M

A S

H E

E T

N U

M B

E R

: A 0.

O V

E R

A

LL

F

LO

O R

P

LA

N

H

IG

H S

C H

O O

L

SCALE: 1" = 30'-0"A0.1

1 FLOOR PLAN - OVERALL

EXISTING WALL TO BE

REMOVED (TYP.)

EXISTING WALL, DOOR

& FRAME TO BE

REMOVED.

EXISTING RISERS TO BE

REMOVED. PATCH FLOOR

AND PREPARE FOR NEW

FLOORING AND BASE.

ENGINEERING LAB

REMOVE ALL FLOORING, BASE, PLUMBING FIXTURES,

CEILINGS AND LIGHTS, AS INDICATED WITHIN THIS AREA.

COORDINATE REMOVAL AND/OR RELOCATION OF

FURNITURE WITH OWNER.

REMOVE EXISTING

FLOORING AND BASE. PATCH

FLOOR AND PREPARE FOR

NEW FLOORING AND BASE.

EXISTING WALL TO BE

REMOVED (TYP.)

EXISTING WALL TO BE

REMOVED (TYP.)

REMOVE EXISTING FLOORING

AND BASE. PATCH FLOOR

AND PREPARE FOR NEW

FLOORING AND BASE.

EXISTING CASEWORK TO BE

REMOVED. REMOVE AND

CAP ALL PLUMBING BELOW

SLAB OR ABOVE CEILING

REMOVE PLUMBING AND

ACCESSORIES. CAP ALL PLUMBING

BELOW SLAB OR ABOVE CEILING

EXISTING WALL TO BE

REMOVED (TYP.)

GENERAL NOTES DEMOLITION

PLANS

1. REMOVE ALL FLOORING, GLUE AND WALL BASE WHERE FLOORS ARE

TO BE REMOVED. PATCH AND LEVEL FLOOR AS NECESSARY.

2. CLEAN ALL WALLS AND REMOVE ADHESIVES AND PAINT RIDGES AT

BASE LINE BEFORE RE-PAINTING WALLS.

3. WHERE WALLS ARE REMOVED, PATCH WALLS AND FLOOR SLAB AND

PREP FOR NEW FINISHES.

4. PATCH WALL WHERE WALL ANGLE REMOVED AND PREP FOR NEW

FINISH.

191 Peachtree Street NE Suite 2400

Atlanta, GA 30303-1770

(404) 237-2000 coopercarry.com

Principal-in-Charge

Project Manager

Project Architect

Staff Architect

Project No.

Date

Drawing No.

A

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

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

B C

D E

F G

H J

K L

M N

P

A B

C D

E F

G H

J K

L M

N P

© 2026 COOPER CARRY

ISSUED FOR CONSTRUCTION

GA DEPT OF EDUCATION DATA

FACILITY CODE: 628-1605-1320.01

FTE FOR THIS SITE: 2100

INSTRUCTIONAL UNITS: 108 (96 EXISTING,

22 NEW)

A u to d e s k D o c s /2

W o o d s to c k H

S

C T

A E l a b s /W

O O

D S

T O

C K

H S

C

T A

E L

A B

S V

.r v t

/1

/2

:0

:5

P

M

A1.00

04/02/2026

20260084SOPHIA TARKHAN

BRIAN MITCHELL

CLAIRE COUVILLON

DEMOLITION FLOOR PLAN

WOODSTOCK HS CTAE RMA

2010 TOWNE LAKE HILLS S. DR.

WOODSTOCK, GA 30189

CHEROKEE COUNTY SCHOOL SYSTEM

P R

O

JE

C T

N U

M B

E R

: 2

P

R O

JE

C

T N

A M

E : W

O O

D S

TO

C

K H

S C

TA

E

R M

A S

H E

E T

N U

M B

E R

: A 1.

D E

M O

LI

TI

O N

F

LO

O R

P

LA

N

SCALE: 1/8" = 1'-0"A1.00

1 FLOOR PLAN - DEMOLITION

ISSUANCES

2,585 SF

FLIGHT OPERATIONS LAB

1,306 SF

INFORMATION TECHNOLGY LAB

(CYBERSECURITY)

93 SF

703A

OFFICE

93 SF

703B

STOR.

99 SF

705B

STOR.

77 SF

705A

OFFICE

56 SF

703C

ELEC.

52 SF

703D

IDF

703.4703.3703.2703.1

705.4 703

705.1

705.3

705.2

703.5

MB1 MB1IB

MB1

IB

MB1

0M060

1M060

0M060

0M060

W1

1M060

A3.11

A3.11

Sim

A3.11

A3.11

A3.11

ENGINEERING LAB

A3.11

FLIGHT OPERATIONS LAB

INFORMATION TECHNOLGY LAB

(CYBERSECURITY)

703A

OFFICE

703B

STOR.

705B

STOR.

705A

OFFICE

7' - 0"

± 1 4'

- 8 3/

0"

8' - 0"

7'

0"

703F

JAN.

703G

IDF

703D

IDF

703C

ELEC.

191 Peachtree Street NE Suite 2400

Atlanta, GA 30303-1770

(404) 237-2000 coopercarry.com

Principal-in-Charge

Project Manager

Project Architect

Staff Architect

Project No.

Date

Drawing No.

A

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

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

B C

D E

F G

H J

K L

M N

P

A B

C D

E F

G H

J K

L M

N P

© 2026 COOPER CARRY

ISSUED FOR CONSTRUCTION

GA DEPT OF EDUCATION DATA

FACILITY CODE: 628-1605-1320.01

FTE FOR THIS SITE: 2100

INSTRUCTIONAL UNITS: 108 (96 EXISTING,

22 NEW)

A u to d e s k D o c s /2

W o o d s to c k H

S

C T

A E l a b s /W

O O

D S

T O

C K

H S

C

T A

E L

A B

S V

.r v t

/1

/2

:0

:4

P

M

A1.11

04/02/2026

20260084SOPHIA TARKHAN

BRIAN MITCHELL

CLAIRE COUVILLON

PROPOSED & DIMENSIONED

FLOOR PLANS

WOODSTOCK HS CTAE RMA

2010 TOWNE LAKE HILLS S. DR.

WOODSTOCK, GA 30189

CHEROKEE COUNTY SCHOOL SYSTEM

P R

O

JE

C T

N U

M B

E R

: 2

P

R O

JE

C

T N

A M

E : W

O O

D S

TO

C

K H

S C

TA

E

R M

A S

H E

E T

N U

M B

E R

: A 1.

P R

O P

O S

E D

D

IM

E

N S

IO

N

E D

F

LO

O R

P

LA

N S

SCALE: 1/8" = 1'-0"A1.11

1 FLOOR PLAN - PROPOSED

SCALE: 1/8" = 1'-0"A1.11

2 FLOOR PLAN - DIMENSIONED

ISSUANCES

W:

B:

F:

B-1

LVT-1

P-1

W:

B:

F:

B-1

LVT-1

P-1

INFORMATION TECHNOLGY LAB

(CYBERSECURITY)705

FLIGHT OPERATIONS LAB

W:

B:

F:

B-1

LVT-1

ETR

ENGINEERING LAB

703.1

RADIO STUDIO

703.2

CONTROL ROOM

703.4

TV STUDIO

W:

B:

F:

B-1

LVT-1

ETR W:

B:

F:

B-1

LVT-1

ETR W:

B:

F:

B-1

LVT-1

ETR

703.5

Room

703.6

Room

W:

B:

F:

B-1

LVT-1

ETR

W:

B:

F:

B-1

LVT-1

ETR

703D

IDF

703C

ELEC.703A

OFFICE

703B

STOR.

703G

IDF

W:

B:

F:

B-1

LVT-1

P-1

W:

B:

F:

B-1

LVT-1

P-1

W:

B:

F:

B-1

LVT-1

P-1W:

B:

F:

B-1

LVT-1

P-1

W:

B:

F:

B-1

LVT-1

P-1W:

B:

F:

B-1

LVT-1

P-1

FINISH SCHEDULE

CODE

ACT-1

DESCRIPTION

ACOUSTICAL CEILING PANEL

MANUFACTURER

ARMSTRONG

PRODUCT NAME MODEL/SIZE FINISH/COLOR

CORTEGA #770 - 24"X24", 15/16" SQUARE LAY-IN WHITE

ACOUSTICAL CEILING PANEL

LVT-1 LUXURY VINYL TILE INTERFACE CLIFF 3.0MM 25CM X 1M X 3.0MM ALABASTER - C00801

LUXURY VINYL TILE

P-1 TYPICAL WALL PAINT THROUGHOUT SHERWIN WILLIAMS CUSTOM CHEROKEE BEIGE TYPICAL WALL PAINT

PAINT

P-2 SOFFITS SHERWIN WILLIAMS SW7006 EXTRA WHITE NEW GYP. BD. SOFFITS

B-1 RUBBER BASE ROPPE PINNACLE RUBBER BASE STANDARD TOE 193 - BLACK BROWN

RUBBER BASE

191 Peachtree Street NE Suite 2400

Atlanta, GA 30303-1770

(404) 237-2000 coopercarry.com

Principal-in-Charge

Project Manager

Project Architect

Staff Architect

Project No.

Date

Drawing No.

A

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

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

B C

D E

F G

H J

K L

M N

P

A B

C D

E F

G H

J K

L M

N P

© 2026 COOPER CARRY

ISSUED FOR CONSTRUCTION

GA DEPT OF EDUCATION DATA

FACILITY CODE: 628-1605-1320.01

FTE FOR THIS SITE: 2100

INSTRUCTIONAL UNITS: 108 (96 EXISTING,

22 NEW)

A u to d e s k D o c s /2

W o o d s to c k H

S

C T

A E l a b s /W

O O

D S

T O

C K

H S

C

T A

E L

A B

S V

.r v t

/1

/2

:0

:0

P

M

A1.12

04/02/2026

20260084SOPHIA TARKHAN

BRIAN MITCHELL

CLAIRE COUVILLON

FINISH PLAN & SCHEDULE

WOODSTOCK HS CTAE RMA

2010 TOWNE LAKE HILLS S. DR.

WOODSTOCK, GA 30189

CHEROKEE COUNTY SCHOOL SYSTEM

P R

O

JE

C T

N U

M B

E R

: 2

P

R O

JE

C

T N

A M

E : W

O O

D S

TO

C

K H

S C

TA

E

R M

A S

H E

E T

N U

M B

E R

: A 1.

F

IN

IS

H

P

LA

N

S C

H E

D U

LE

SCALE: 1/8" = 1'-0"A1.12

1 FLOOR PLAN - FINISHES

ISSUANCES

EXISTING GYP. BE CEILING

TO BE REMOVED.

A2.10

9' - 0" ACT-1 10' - 0" ACT-1

8' - 8" ACT-1

8' - 8" ACT-1

INFORMATION TECHNOLGY LAB

(CYBERSECURITY)

703A

OFFICE

703B

STOR.

703C

ELEC.

703D

IDF

FLIGHT OPERATIONS LAB

FLIGHT OPERATIONS LAB

705B

STOR.

705A

OFFICE

8' - 8" ACT-1

9' - 0" ACT-1

5/8" GYP. BD. OVER 3 5/8"

MTL STUDS @ 24: O.C.

ACOUSTIC CEILING

SYSTEM

PRE-FORMED CORNER

BEAD (TYP.)

4"

EXTEND GYP. BD. 6" BEYOND

CEILING HEIGHT (TYP.)

RCP DEMO NOTES

1. REMOVE ALL EXISTING CEILING TILES AND GRID, INCLUDING WALL

ANGLE.

2. REMOVE ALL LIGHT FIXTURES.

3. SECURE ALL INTERCOM, WI-FI ROUTERS AND OTHER LOW VOLTAGE

DEVICES TO STRUCTURE. SAVE FOR REINSTALLATION IN NEW CEILING

SYSTEM. COORDINATE REINSTALLATION WITH OWNER.

4. SEE MECHANICAL PLANS FOR RE-USE OF EXISTING DUCTWORK. ALL

DUCTWORK TO REMAIN TO BE CLEANED.

5. AVOID DAMAGE TO SPRINKLER SYSTEM AND ADJUST TO WORK WITH

NEW CEILING LAYOUT.

6. WHERE GYP. BD. SOFFITS HAVE BEEN REMOVED PATCH CEILING GRID

TO MATCH EXIST.

RCP NOTES

1. INSTALL NEW CEILING TILES & GRID AS SHOWN.

2. INSTALL NEW LIGHT FIXTURES AS SHOWN. COORDINATE WITH

ELECTRICAL.

3. RE-INSTALL LOW VOLTAGE DEVICES AS INDICATED ON ELECTRICAL

SYSTEMS PLAN. COORDINATE WITH OWNER.

4. CENTER SPRINKLER HEADS ON CEILING TILE.

RCP LEGEND

LIGHT FIXTURES

RECESSED CEILING FIXTURE - LINEAR

2x2 LAY-IN FIXTURE, PARABOLIC LENS

2x2 LAY-IN FIXTURE, ACRYLIC LENS

STRIP FLUORESCENT FIXTURE

TRACK LIGHTING

PARTITION MOUNTED FIXTURE, SCONCE

PARTITION MOUNTED FIXTURE, LINEAR

MECHANICAL FIXTURES

ACCESS PANEL

RETURN AIR DIFFUSER

SUPPLY AIR DIFFUSER

LINEAR SLOT DIFFUSER

POLE MOUNTED LIGHT FIXTURE

POLE MOUNTED LIGHT FIXTURE

EXIST SIGN CEILING MOUNTED

EXIT SIGN PARTITION MOUNTED

2x2 EMERGENCY FIXTURE, ACRYLIC LENS

2x2 EMERGENCY FIXTURE, PARABOLIC LENS

191 Peachtree Street NE Suite 2400

Atlanta, GA 30303-1770

(404) 237-2000 coopercarry.com

Principal-in-Charge

Project Manager

Project Architect

Staff Architect

Project No.

Date

Drawing No.

A

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

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

B C

D E

F G

H J

K L

M N

P

A B

C D

E F

G H

J K

L M

N P

© 2026 COOPER CARRY

ISSUED FOR CONSTRUCTION

GA DEPT OF EDUCATION DATA

FACILITY CODE: 628-1605-1320.01

FTE FOR THIS SITE: 2100

INSTRUCTIONAL UNITS: 108 (96 EXISTING,

22 NEW)

A u to d e s k D o c s /2

W o o d s to c k H

S

C T

A E l a b s /W

O O

D S

T O

C K

H S

C

T A

E L

A B

S V

.r v t

/1

/2

:0

:2

P

M

A2.10

04/02/2026

20260084SOPHIA TARKHAN

BRIAN MITCHELL

CLAIRE COUVILLON

REFLECTED CEILING PLANS

WOODSTOCK HS CTAE RMA

2010 TOWNE LAKE HILLS S. DR.

WOODSTOCK, GA 30189

CHEROKEE COUNTY SCHOOL SYSTEM

P R

O

JE

C T

N U

M B

E R

: 2

P

R O

JE

C

T N

A M

E : W

O O

D S

TO

C

K H

S C

TA

E

R M

A S

H E

E T

N U

M B

E R

: A 2.

R E

FL

E

C

TE

D C

E

IL

IN

G

P

LA

N S

SCALE: 1/8" = 1'-0"A2.10

1 REFLECTED CEILING PLAN - DEMOLITION

SCALE: 1/8" = 1'-0"A2.10

2 REFLECTED CEILING PLAN - NEW WORK

SCALE: 1 1/2" = 1'-0"A2.10

3 Section 1

ISSUANCES

ALUM. CLOSURE TO

MATCH EXIST.

STOREFRONT (TYP.)

EXIST. STOREFRONT TO

REMAIN. REMOVE ALL OLD

CAULKING AND MASONRY

FROM FRAMES.

MB1 IB MB1

TTTT

T T T T

T T T T

T T T T

T

TT

TT

T

TT

T

T T T T T

T

T

T

T

T

705.2

705.3

705.1

705.4

FLIGHT OPERATIONS LAB

705B

STOR.

705A

OFFICE

703F

JAN.

703G

IDF

TT

T

T

T T

T

T

T

TT TT

T

T T

T

T

T T

T

MB1

IB

MB1

703.5

703.4703.3703.2

703.1

703D

IDF

703C

ELEC.

703A

OFFICE

703B

STOR.

INFORMATION TECHNOLGY LAB

(CYBERSECURITY)

EXIST. CASEWORK

TO REMAIN

EQUIPMENT LEGEND

MB

TY

P

E M

A R

K

E Q

U

IP

M E

N T

N A

M E

C O

N

TR

A C

TO

R

O W

N E

R P

R O

V

ID

E D

A

N D

IN

S

TA

LL

E D

MARKER BOARD ●

IB ACTIVE PANEL BOARD ●

T TABLE ●

1 5/8" MTL. STUD SECURE

TO COLUMN (TYP.)

5/8" GYP. BD.

EXIST. COLUMN

TO REMAIN

1/ 2"

T Y

P

PRE-FORMED CORNER

BEAD (TYP.)

1 5/8" MTL. STUD SECURE

TO COLUMN (TYP.)

5/8" GYP. BD.

EXIST. COLUMN

TO REMAIN

1/ 2"

PRE-FORMED CORNER

BEAD (TYP.)

3 5/8" MTL. STUD

SECURE TO WALL

191 Peachtree Street NE Suite 2400

Atlanta, GA 30303-1770

(404) 237-2000 coopercarry.com

Principal-in-Charge

Project Manager

Project Architect

Staff Architect

Project No.

Date

Drawing No.

A

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

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

B C

D E

F G

H J

K L

M N

P

A B

C D

E F

G H

J K

L M

N P

© 2026 COOPER CARRY

ISSUED FOR CONSTRUCTION

GA DEPT OF EDUCATION DATA

FACILITY CODE: 628-1605-1320.01

FTE FOR THIS SITE: 2100

INSTRUCTIONAL UNITS: 108 (96 EXISTING,

22 NEW)

A u to d e s k D o c s /2

W o o d s to c k H

S

C T

A E l a b s /W

O O

D S

T O

C K

H S

C

T A

E L

A B

S V

.r v t

/1

/2

:0

:5

P

M

A3.11

04/02/2026

20260084SOPHIA TARKHAN

BRIAN MITCHELL

CLAIRE COUVILLON

ENLARGED PLANS & DETAILS

WOODSTOCK HS CTAE RMA

2010 TOWNE LAKE HILLS S. DR.

WOODSTOCK, GA 30189

CHEROKEE COUNTY SCHOOL SYSTEM

P R

O

JE

C T

N U

M B

E R

: 2

P

R O

JE

C

T N

A M

E : W

O O

D S

TO

C

K H

S C

TA

E

R M

A S

H E

E T

N U

M B

E R

: A 3.

E N

LA

R

G E

D P

LA

N

S

D E

TA

IL

S

SCALE: 3" = 1'-0"A3.11

3 PLAN SECTION - WINDOW CLOSURE PLATE

SCALE: 1/4" = 1'-0"A3.11

1 ENLARGED PLAN - FLIGHT OPERATIONS

SCALE: 1/4" = 1'-0"A3.11

2 ENLARGED PLAN - CYBERSECURITY

SCALE: 3" = 1'-0"A3.11

4 PLAN SECTION - TYPICAL EXISTING COLUMN WRAP

SCALE: 1 1/2" = 1'-0"A3.11

5 PLAN SECTION - EXISTING COLUMN WRAP

ISSUANCES

GENERAL NOTES

1. LIMITING HEIGHT, STUD GAUGE AND SPACING INFORMATION PROVIDED IN PARTITION SCHEDULES ARE ABBREVIATED AND MAY NOT ADDRESS ALL CONDITIONS OF THE PROJECT. THIS INFORMATION IS PROVIDED FOR USE AS A GUIDE AND DOES NOT ALLEVIATE THE CONTRACTOR FROM PROVIDING PARTITION ASSEMBLIES THAT MEET THE DESIGN CRITERIA FOR EACH CONDITION. CONTRACTOR SHALL COORDINATE WITH PROJECT CONDITIONS AND PROVIDE PARTITION ASSEMBLIES BASED ON MANUFACTURER'S STANDARD SPAN TABLES THAT MEET DESIGN CRITERIA INCLUDING: LOADS, DEFLECTION LIMITS, FIRE TEST RATINGS AND SOUND TEST

CLASSIFICATIONS.

2. SOUND TRANSMISSION CLASS (STC) INDICATED IS BASED ON MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE IN SOUND TEST ASSEMBLY SCHEDULED. IF CHANGES IN THE ASSEMBLY ARE NECESSARY DUE TO CONTRACTOR'S SELECTION OF PRODUCTS / MANUFACTURER OR DUE TO REQUIRED PARTITION HEIGHT, DEFLECTION CRITERIA OR DESIGN PRESSURE, CONTRACTOR SHALL SUBMIT FOR APPROVAL AND PROVIDE ALTERNATE PARTITION ASSEMBLIES THAT MEET SPECIFIED DESIGN CRITERIA. FIELD SOUND TRANSMISSION (FSTC) IS PERMITTED TO BE 5 POINTS LOWER THAN SPECIFIED STC. REFER TO LEGEND BELOW FOR

ABBREVIATIONS.

3. IF THE SELECTED STEEL STUD MANUFACTURER'S THICKNESS OF STEEL COMPONENT VARIES FROM THE BASIS OF DESIGN (AS DEFINED BELOW) OR HAS OTHER ATTRIBUTES THAT VARY FROM THE BASIS OF DESIGN, PROVIDE MANUFACTURER'S STANDARD THICKNESS WITH LIMITING HEIGHT SPAN TABLES THAT MEETS OR

EXCEEDS THE SPECIFIED DESIGN CRITERIA.

4. PARTITIONS SHALL EXTEND TO AND TERMINATE AT THE UNDERSIDE OF STRUCTURE ABOVE, UNLESS NOTED

OTHERWISE.

5. RATED PARTITIONS SHALL BE PERMANENTLY IDENTIFIED IN CONCEALED SPACES EITHER AS REQUIRED BY CODE OR WITH 2" HIGH LETTERING IN A COLOR / VALUE CONTRASTING WITH THE BACKGROUND AND SPACE NO MORE THAN 12 FEET ON CENTER. TEXT SHALL READ AS REQUIRED BY CODE OFFICIAL OR AS "_____ HOUR FIRE & SMOKE BARRIER - PROTECT ALL OPENINGS." (FILL IN APPROPRIATE HOURLY RATING)

6. GYP. BD. IS TO BE TYPE 'X' FIRE RESISTANT BOARD UNLESS OTHERWISE NOTED.

7. DOOR OPENING FRAMING (WHETHER RATED OR NON-RATED) SHALL BE MINIMUM 20 GAGE STUDS WITH SINGLE STUD JAMB FOR STANDARD WEIGHT DOORS AND DOUBLE STUD JAMB FOR HEAVY WEIGHT DOORS IN

ACCORDANCE WITH GYPSUM ASSOCIATION STANDARD GA-219.

DESIGN CRITERIA

STEEL STUD PARTITIONS

DESIGN PRESSURE PARTITION PURPOSE / LOCATION

5 / 7.5 / 10 / 15 PSF ELEVATOR HOIST WAYS BASED ON ELEVATOR VELOCITY

(REFERENCE USG RECOMMENDATIONS BELOW)

10 PSF STAIRS, OTHER VERTICAL SHAFTS

10 / 15 PSF GROUND FLOOR LOBBIES & ATRIUMS

5 PSF OTHER PARTITIONS

DEFLECTION LIMIT CLADDING MATERIAL

L/720 BRICK / STONE CLADDING

L/360 LATH AND PLASTER OR VENEER PLASTER

L/360 TILE FINISH

L/240 OTHER

USG HOIST WAY CHART - PROVIDED FOR REFERENCE ONLY

USG RECOMMENDS DESIGN PRESSURES FOR SHAFT PARTITION CONSTRUCTION IN ACCORDANCE WITH THE

FOLLOWING TABLE:

ELEVATOR VELOCITY; FPM ONE OR TWO ELEVATORS PER

SHAFT

THREE OR MORE ELEVATORS

PER SHAFT

0 TO 180

180 TO 1000

1000 TO 1600

1800 TO 2000

5.0 PSF

7.5 PSF

10.0 PSF

15.0 PSF

5.0 PSF

5.0 PSF

7.5 PSF

5.0 PSF

BASIS OF DESIGN

MINIMUM METAL THICKNESS

IF THE SELECTED MANUFACTURER'S THICKNESS OF STEEL COMPONENTS VARIES FROM THE BASIS OF DESIGN INDICATED BELOW, PROVIDE MANUFACTURER'S STANDARD THICKNESS AND SPAN TABLES THAT MEETS OR

EXCEEDS THE PERFORMANCE REQUIREMENTS INDICATED.

STEEL FRAME PARTITIONS STEEL FRAME PARTITIONS ARE BASED ON INFORMATION PROVIDED IN THE

STEEL STUD MANUFACTURER'S ASSOCIATION (SSMA) PUBLICATION

"PRODUCT TECHNICAL INFORMATION" EFFECTIVE 8/14/15 AND COMPLIES

WITH 2009, 2012, AND 2015 IBC.

METAL THICKNESS - STEEL COMPONENTS

REFERENCE GAGE DESIGN THICKNESS (IN.) MINIMUM THICKNESS (MIL.)

20 - STRUCTURAL

20- DRYPARTITION

0.0188

0.0283

0.0346

0.0312

0.0451

SHAFT PARTITIONS SHAFT PARTITIONS ARE BASED ON UNITED STATES GYPSUM COMPANY

PRODUCT LITERATURE SA 926 / REV. 2-2017

METAL THICKNESS - STEEL COMPONENTS

REFERENCE GAGE DESIGN THICKNESS (IN.) MINIMUM THICKNESS (IN.)

0.0188

0.0283

0.0359

0.0179

0.0227

0.0341

CHASE PARTITIONS CHASE PARTITIONS ARE BASED ON UNITED STATES GYPSUM COMPANY

PRODUCT LITERATURE SA 923 / REV. 03/2002

METAL THICKNESS - STEEL COMPONENTS

REFERENCE GAGE DESIGN THICKNESS (IN.) MINIMUM THICKNESS (IN.)

0.0188

0.0284

0.0359

0.0478

0.0179

0.0270

0.0341

0.0454

PARTITION - INTERIOR

MAXIMUM SPACING - CONTROL JOINTS

CONSTRUCTION AND LOCATION MAXIMUM SINGLE DIMENSION MAXIMUM SINGLE AREA

30' - 0"

CEILING - INTERIOR

WITH PERIMETER RELIEF

WITHOUT PERIMETER RELIEF

50' - 0"

30' - 0"

2,500 S.F.

900 S.F.

NOTE: ANY REQUIRED CONTROL JOINTS NOT SHOWN OR LOCATED IN THE DRAWINGS SHALL BE FIELD

COORDINATED WITH THE ARCHITECT PRIOR TO FINAL INSTALLATION

GYP. BD. CONTROL JOINT PLACEMENT DIAGRAMS

STRUCTURE ABOVE

FINISHED CEILING

CONTROL JOINTS REFERENCE

CONTROL JOINT DETAILS FOR

INFORMATION

SCHEDULED FINISH FLOOR

SCHEDULED PARTITION BASE

GYP. BD. CONTROL JOINTS

HIGH SPEED ELEVATOR SHAFTS MAY REQUIRE SPECIAL DESIGN CONSIDERATION

"S" MODIFIER PARTITION INSULATION

INSULATION

ABBREVIATION

INSULATION TYPE

FB

MW

MB

FIBERGLASS BATT INSULATION (UNFACED) U.N.O.

MINERAL WOOL BLANKET INSULATION

MINERAL WOOL BOARD

NOTE: SOUND ATTENUATION BLANKET IS SPECIFIED IN 092900-GYP. BD., ALL OTHER INSULATION TYPES ARE

SPECIFIED IN 072100 THERMAL INSULATION

PARTITION NUMBERING SYSTEM

S0

W1

M2

X4

CORE STRUCTUREHOURLY RATING

F3

STEEL STUD

WOOD STUD

CONCRETE MASONRY UNIT

FURRING

SHAFT PARTITION - STEEL STUD

0 HOUR

1 HOUR

2 HOUR

3 HOUR

4 HOUR

SUBSTITUTE THE OUTSIDE FACE LAYER OF SCHEDULED GYP. BD. WITH IMPACT RESISTANT

GYP. BD. OF EQUAL THICKNESS AND FIRE RATING

C CHASE PARTITION

PARTITION TYPE MARKER

MODIFICATION CODES

MODIFICATION CODE(S)

OVERALL PARTITION THICKNESS

HOURLY RATING

CORE STRUCTURE

WS438S2

I

W

M

P

S

T

SUBSTITUTE SCHEDULED GYP. BD. WITH GLASS MAT, WATER RESISTANT BACKING PANEL

GYP. BD. OF EQUAL THICKNESS AND FIRE RATING IN AREAS TO RECEIVE TILE

PROVIDE CONTINUOUS STEEL SECURITY MESH ATTACHED TO FACE OF STUDS.

PARTIAL HEIGHT PARTITION - REFER TO "P" MODIFIER DETAIL

SOUND ATTENUATION REQUIRED -COMPLY WITH SCHEDULED STC

RATING & TESTING ASSEMBLY REQUIREMENTS- WHERE TESTING ASSEMBLY IS NOT NOTED

PROVIDE INSULATION TYPE AND THICKNESS NOTED ON PARTITION SCHEDULE.

REFER TO SPECIFICATIONS SECTION 092900 - GYPSUM BOARD.

EXTEND GYP. BD. TO ABOVE FINISH CEILING - REFER TO "T" MODIFIER DETAIL BELOW FOR

ADDITIONAL INFORMATION

X EXTEND PARTITION TO ABOVE FINISH CEILING AND BRACE TO STRUCTURE - REFER TO "X"

MODIFIER DETAIL BELOW FOR ADDITIONAL INFORMATION

Y EXTEND PARTITION TO UNDERSIDE OF FINISH CEILING, ADD SOUND ATTENUATION ABOVE

CEILING - REFER TO "Y" MODIFIER DETAIL BELOW FOR ADDITIONAL INFORMATION

L LEAD LINED PARTITIONS - REFER TO "L" MODIFIER PARTITION DETAILS.

SMOKE BARRIER- PROVIDE CONTINUOUS SMOKE BARRIER AS DEFINED BY CODE IN

PARTITION TYPE NOTED

B

3/4"

1/2" MAX.

CONTROL JOINT ACCESSORY (MUD IN)

(2) 5/8" LAYERS OF TYPE X GYP. BD. STRIPS

FASTENED TO STUD

WOOD STUD FRAMING

1 LAYER OF TYPE 'X GYP. BD. 1 HR,

2 LAYERS OF TYPE 'X' GYP. BD. FOR 2 HR.;

REFER TO SCHEDULED PARTITION FOR

ADDITIONAL INFORMATION

STEEL STUD FRAMING

CONTROL JOINT ACCESSORY (MUD IN)SOUND INSULATION TO FILL OPENING

1/2" MAX.

GYPSUM BOARD; SEE PARTITION TYPE

FOR ADDITIONAL INFO.

STEEL "J" RUNNER

CONTINUOUS FIRESTOP SEALANT

STRUCTURE ABOVE

AT VERTICAL ENCLOSURE,

1 LAYER 5/8" TYPE "X" GYP. BD., 1HR;

2 LAYERS 5/8" TYPE "X" GYP. BD., 2 HR

1" GYP. BD. LINER PANEL

ENCLOSED OBJECT (IF APPLICABLE)

AT HORIZONTAL ENCLOSURE,

2 LAYERS 5/8" TYPE "X" GYP. BD., 1 HR;

3 LAYERS 5/8" TYPE "X" GYP. BD., 2 HR

"CH" STUD

4' -0

" M A

X . H

E

IG

H T

MAX SPAN 11'-8" W/ 20 GA. STUDS

MAX. SPAN 8'-11" W/ 25 GA. STUDS

BASIS OF DESIGN: I.C.C. EVALUATION AER 09038

LOWER

PRIORITY

HIGHER PRIORITY.

MAINTAIN CONTINUITY

OF PARTITION WITH

HIGHER PRIORITY AT

INTERSECTIONS

PARTITION PRIORITY LEGEND

FOUR HOUR FIRE PARTITION

TWO HOUR FIRE AND SMOKE PARTITION

TWO HOUR FIRE PARTITION

1 HOUR FIRE AND SMOKE PARTITION

1 HOUR FIRE PARTITION

SMOKE PARTITION

NON-RATED PARTITION

PRIORITY 1 HIGHER

PRIORITY 2

PRIORITY 3

PRIORITY 4

PRIORITY 5

PRIORITY 6

PRIORITY 7 LOWER

HOLLOW METAL

FRAME

STEEL STUDS

JAMB STUDS AS REQ'D.

TAPE & JOINT COMP. TYP.

1 HOUR CONSTRUCTION

TWO HOUR CONSTRUCTION

HIGHER PRIORITY PARTITION

ONE LAYER AT 1

HOUR SMOKE

PARTITION

1 HOUR PARTITION

NON RATED PARTITION

6"

6" TYPICAL UNLESS NOTED OTHERWISE.

CHECK ALL DOORS FOR ADA CLEARANCE

BEFORE INSTALLATION OF FRAME.

HOLLOW METAL FRAME

5/8" EXTERIOR GLASS

MAT SHEATHING

EXT. PARTITION

MATERIAL AS

SCHEDULED

ACOUSTICAL SEALANT

CONT. RUNNER @

EXTERIOR PARTITION

STEEL STUDS

TAPE & JOINT

COMPOUND

NOTE: SEAL ANY

PENETRATIONS W/

ACOUSTICAL SEALANT

0M040 3 5/8" 8'-6"

OMNON-RATED CONCRETE MASONRY PARTITION

NON-LOAD BEARING

DESIGNATION

NO. FIRE

TEST

"S" MODIFIER

N/A

"A"

DIM.

LIMITING HEIGHT (NOTE 1)

5 PSF

REINF.

CMU

(NOTE 9) 2.67"

3.625"

3.625"

EQUIVALENT

THICKNESS

(NOTE 10)

DESIG -

NATION

STC CLASS

(NOTE 2 & 4)

WEIGHT

CLASS

(NOTE 7)

CELL FILL

MATERIAL

(NOTE 3)

S1

S2

S3

LIGHT

LIGHT

LIGHT

HOLLOW

GROUT

SAND

0M060 5 5/8" 13'-0"N/A (NOTE 9) 3.09"

5.625"

5.625"

S1

S2

S3

LIGHT

LIGHT

LIGHT

HOLLOW

GROUT

SAND

0M080 7 5/8" 17'-4"N/A (NOTE 9) 4.04"

7.625"

7.625"

S1

S2

S3

LIGHT

LIGHT

LIGHT

HOLLOW

GROUT

SAND

0M120 11 5/8" 26'-0"N/A (NOTE 9) 5.66"

11.625"

11.625"

S1

S2

S3

LIGHT

LIGHT

LIGHT

HOLLOW

GROUT

SAND

STRUCTURE ABOVE

FILL VOID WITH SOUND ATTENUATION INSULATION AND

CONTINUOUS ACOUSTICAL SEALANT EACH SIDE

CONCRETE UNIT MASONRY (CMU) WITH JOINT

REINFORCEMENT EVERY 2 COURSES

PLAN

BASE

HEAD

TOP OF STRUCTURAL SLAB

"A" OVERALL DIMENSION

BASE JOINT GROUTED SOLID

NOTES:

1) PARTITIONS TO RECEIVE BLOCK FILLER BEFORE PAINTING

WHERE SCHEDULED

2) 1" RADIUS BULLNOSE AT OUTSIDE CORNERS (TYP.)

UNGROUTED/PARTIALLY

GROUTED

FULLY GROUTED

10 PSF 15 PSF 5 PSF 10 PSF 15 PSF

9'-0"

12'-0"

18'-0"

10'-0""

15'-0"

13'-4"

20'-0""

26'-8"

40'-0"

9'-4"

14'-0""

18'-8"

28'-0"

11'-6"

15'-4"

23'-0"

1M040 3 5/8"

1M 1-HOUR RATED CONCRETE MASONRY PARTITION

NON-LOAD BEARING

DESIGNATION

NO. FIRE

TEST

(NOTE 8)

"A"

DIM.

1M060 5 5/8"

1M080 7 5/8"

1M120 11 5/8"

STRUCTURE ABOVE

REFER TO TYPICAL HEAD OF PARTITION FIRESTOP DETAIL

CONCRETE UNIT MASONRY (CMU) WITH JOINT

REINFORCEMENT EVERY 2 COURSES

PLAN

BASE

HEAD

TOP OF STRUCTURAL SLAB

"A" OVERALL DIMENSION

BASE JOINT GROUTED SOLID

NOTES:

1) PARTITIONS TO RECEIVE BLOCK FILLER BEFORE PAINTING

WHERE SCHEDULED

2) 1" RADIUS BULLNOSE AT OUTSIDE CORNERS (TYP.)

(NOTE 8)

(NOTE 8)

(NOTE 8)

UL DESIGN NO. U901, U905

8'-6"

"S" MODIFIER

LIMITING HEIGHT (NOTE 1)

5 PSF

REINF.

CMU

(NOTE 9) 2.67"

3.625"

3.625"

EQUIVALENT

THICKNESS

(NOTE 10)

DESIG -

NATION

STC CLASS

(NOTE 2 & 4)

WEIGHT

CLASS

(NOTE 7)

CELL FILL

MATERIAL

(NOTE 3)

S1

S2

S3

LIGHT

LIGHT

LIGHT

HOLLOW

GROUT

SAND

13'-0" (NOTE 9) 3.09"

5.625"

5.625"

S1

S2

S3

LIGHT

LIGHT

LIGHT

HOLLOW

GROUT

SAND

17'-4" (NOTE 9) 4.04"

7.625"

7.625"

S1

S2

S3

LIGHT

LIGHT

LIGHT

HOLLOW

GROUT

SAND

26'-0" (NOTE 9) 5.66"

11.625"

11.625"

S1

S2

S3

LIGHT

LIGHT

LIGHT

HOLLOW

GROUT

SAND

UNGROUTED/PARTIALLY

GROUTED

FULLY GROUTED

10 PSF 15 PSF 5 PSF 10 PSF 15 PSF

9'-0"

12'-0"

18'-0"

10'-0""

15'-0"

13'-4"

20'-0""

26'-8"

40'-0"

9'-4"

14'-0""

18'-8"

28'-0"

11'-6"

15'-4"

23'-0"

AT PARTITIONS WHERE

VERTICAL REINFORCING IS

REQD., PROVIDE REINFORCING

CELL AT EA. SIDE OF C.J.;

REFER TO STRUCTURAL

DRAWINGS FOR REINFORCING

PREMOLDED C.J. FILLER

BOND BREAKER

CMU PARTITION

SEALANT (PROVIDE FIRESTOP

JOINT AT RATED PARTITION

BASIS OF DESIGN

UL NO. U906 (2 HR RATING)

CMU GENERAL NOTES

1. LIMITING HEIGHT PROVIDED IN PARTITION SCHEDULES IS ABBREVIATED AND MAY NOT ADDRESS ALL CONDITIONS OF THE PROJECT. TABLES ARE BASED ON USING TYPE S MORTAR. CONTRACTOR TO VERIFY CODE COMPLIANCE WITH TMS402/602 (2016) OR GOVERNING CODE IF USING OTHER MORTAR TYPE. THE INFORMATION IN THE TABLES IS PROVIDED FOR USE AS A GUIDE AND DOES NOT ALLEVIATE THE CONTRACTOR FROM PROVIDING PARTITION ASSEMBLIES THAT MEET THE DESIGN CRITERIA FOR EACH CONDITION. SEE STRUCTURAL DRAWINGS FOR ALL REINFORCED MASONRY PARTITIONS. COMPLY WITH REQUIREMENTS OF TMS402/602 (2016)

OR APPLICABLE CODES.

2. ALL PARTITIONS SHALL EXTEND TO AND TERMINATE AT THE UNDERSIDE OF STRUCTURE ABOVE UNLESS NOTED OTHERWISE. COORDINATE STRUCTURAL DEFLECTION REQUIREMENTS WITH HEAD OF PARTITION DETAILING TO ACCOMMODATE MOVEMENT. PROVIDE TOP OF PARTITION BRACING AS PER DETAILS ON THIS

SHEET.

3.ALL RATED PARTITIONS SHALL BE PERMANENTLY IDENTIFIED IN CONCEALED SPACES EITHER AS REQUIRED BY CODE OR WITH 2" HIGH LETTERING IN COLOR/VALUE CONTRASTING WITH THE BACKGROUND AND SPACED NO MORE THAN 12 FEET ON CENTER. TEXT SHALL READ AS REQUIRED BY CODE OFFICIAL OR "__ HOUR FIRE AND SMOKE BARRIER - PROTECT ALL OPENINGS." WHERE THESE REQUIREMENTS CONFLICT WITH REQUIREMENTS BY LOCAL AUTHORITY HAVING JURISDICTION THEN REQUIREMENTS BY LOCAL AUTHORITY SHALL GOVERN.

4. WEIGHT CLASSIFICATION DEFINED AS FOLLOWS: LIGHTWEIGHT (LIGHT) - CMU DENSITY LESS THAN 105 LBS/CF, MEDIUM WEIGHT (MED) - CMU DENSITY 105-125 LBS/CF, NORMAL WEIGHT (NORMAL) - CMU DENSITY GREATER

THAN 125 LBS/CF.

5. CONTRACTOR SHALL PROVIDE CERTIFICATION FOR THE FIRE RATING OF THE CMU FROM THE MANUFACTURER BASED ON THE AGGREGATE MATERIAL USED AND EQUIVALENT THICKNESS. FIRE RATING BASED ON IBC 2018, TABLE 721.1 AND THE CALCULATED EQUIVALENT THICKNESS AS FOLLOWS:

CONCRETE MASONRY UNIT (CMU) INTERIOR

PARTITIONS (NON- LOAD BEARING)

AGGREGATE TYPE EQUIVALENT THICKNESS FACE-TO-FACE (INCHES)

4 HOUR 3 HOUR 2 HOUR 1 HOUR

4.7 4.0 3.2 2.1

5.1 4.4 3.6 2.6

5.9 5.0 4.0 2.7

6.2 5.3 4.2 2.8

EXPANDED SLAG OR PUMICECONCRETE

MASONRY

UNITS EXPANDED CLAY, SHALE OR SLATE

LIMESTONE, CINDERS OR AIR-

COOLED SLAG

CALCEROUS OR SILICEOUS GRAVEL

6. CONCRETE MASONRY DESIGN AND CONSTRUCTION SHALL CONFORM TO THE FOLLOWNG:

A. TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES

B. TMS 602, SPECIFICATION FOR MASONRY STRUCTURES

7. REINFORCED ALL CMU PARTITIONS WITH #4 @ 48" VERTICAL, LAP BARS 24".

8. PROVIDE MIN. 1 #5 VERTICAL, GROUTED FULL HEIGHT IN THE FIRST CELL AT EACH SIDE OF OPENINGS, AT WALL

ENDS, AT EACH SIDE OF CONTROL JOINTS AND AT CORNERS.

9. SPACE MASONRY CONTROL JOINTS AT THE LESSER OF: LENGTH TO HEIGHT RATIO = 1.5 OR 25'-0".

CMU MASONRY CONTROL JOINT PLACEMENT DIAGRAM

STRUCTURE ABOVE

FINISHED CEILING

MASONRY CONTROL JOINT. REFERENCE CONTROL JOINT DETAIL FOR

ADDITIONAL INFORMATION

FLOOR SLAB

SCHEDULED PARTITION BASE

REFERENCE CMU GENERAL NOTE 9 FOR

ADDITIONAL GUIDELINES REGARDING

THE PLACEMENT OF CMU CONTROL

JOINTS

STEEL FLOOR DECK

W/ CONCRETE FILL

MINERAL WOOL BLANKET

INSULATION FILL

FIRESTOP SEALANT

5"x3"x12 GA. MIN. GALV. STL.

ANGLES - 12" LONG STAGGERED

24" O.C. ON OPP. SIDES OF

PARTITION

RATED CONCRETE MASONRY

NON-LOAD BEARING PARTITION

8" WIDE 10 GA. STL.

WELD PLATE AT 48" O.C.

(INSTALL ANGLES AFTER

FIRESTOP SEALANT

OBSTRUCTION PREVENTING

ACCESS TO ONE SIDE OF PARTITION

2"

BASIS OF DESIGN:

U.L. NO. HW - D - 0286 MIN 8" NOMINAL CMU PARTITION

FILL TOP CELLS OF CMU WITH

MORTAR FOR THIS RATING

191 Peachtree Street NE Suite 2400

Atlanta, GA 30303-1770

(404) 237-2000 coopercarry.com

Principal-in-Charge

Project Manager

Project Architect

Staff Architect

Project No.

Date

Drawing No.

A

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

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

B C

D E

F G

H J

K L

M N

P

A B

C D

E F

G H

J K

L M

N P

© 2026 COOPER CARRY

ISSUED FOR CONSTRUCTION

GA DEPT OF EDUCATION DATA

FACILITY CODE: 628-1605-1320.01

FTE FOR THIS SITE: 2100

INSTRUCTIONAL UNITS: 108 (96 EXISTING,

22 NEW)

A u to d e s k D o c s /2

W o o d s to c k H

S

C T

A E l a b s /W

O O

D S

T O

C K

H S

C

T A

E L

A B

S V

.r v t

/1

/2

:0

:0

P

M

A9.00

04/02/2026

20260084Designer

Approver

Checker

Author

INTERIOR PARTITIONS

WOODSTOCK HS CTAE RMA

2010 TOWNE LAKE HILLS S. DR.

WOODSTOCK, GA 30189

CHEROKEE COUNTY SCHOOL SYSTEM

P R

O

JE

C T

N U

M B

E R

: 2

P

R O

JE

C

T N

A M

E : W

O O

D S

TO

C

K H

S C

TA

E

R M

A S

H E

E T

N U

M B

E R

: A 9.

IN

TE

R

IO

R P

A R

TI

TI

O N

S

SCALE: 1 1/2" = 1'-0"A9.00

5 CONTROL JOINT DETAIL - 1 & 2 HR

SCALE: 1 1/2" = 1'-0"A9.00

4 CONTROL JOINT DETAIL - NON RATED

SCALE: 1 1/2" = 1'-0"A9.00

7 HORIZONTAL MEMBRANE - 1 & 2 HR

SCALE: 1 1/2" = 1'-0"A9.00

1 WALL PRIORITY LEGEND

SCALE: 1 1/2" = 1'-0"A9.00

TYPICAL DETAILS - INTERSECTIONS OF RATED

WALLS

SCALE: 1 1/2" = 1'-0"A9.00

3 TYPICAL DOOR LOCATION

SCALE: 1 1/2" = 1'-0"A9.00

6 FIRE/SMOKE WALL AT EXTERIOR WALL

SCALE: 3" = 1'-0"A9.00

10 CMU CONTROL JOINT DETAIL

SCALE: 3" = 1'-0"A9.00

CMU HEAD WALL DETAIL AT DECK B - I SIDE -

2HR

ISSUANCES

H 2"

2" W 2"

4" H

2" W 2"

DOOR FRAME TYPES

SINGLE DOOR FRAME

HOLLOW METAL,

SINGLE DOOR FRAME

HOLLOW METAL, WITH 4" HEAD

DOUBLE DOOR FRAME

HOLLOW METAL

2" H

2" W 2"

DOUBLE DOOR FRAME

HOLLOW METAL, WITH 4" HEAD

2" W 2"

4" H

NOTE: COORDINATE FRAME SIZES WITH SCHEDULED DOOR PANEL SIZES

EQ EQ EQ EQ

W

SF01

SF SINGLE FLUSH

DOOR TYPES

H

W

SN01

SN NARROW LITE

H

1'

0" 2'

6"

8" 8"

CONCRETE MASONRY UNIT

PARTITION

SEALANT, TYP

4"

HOLLOW METAL FRAME -

REFER TO DOOR SCHEDULE

DOOR - REFER TO

DOOR SCHEDULE

PARTITION THICKNESS

COORDINATE WITH

1/2" 1/2"

CONCRETE

MASONRY UNIT

PARTITION

SEALANT, TYP

HOLLOW METAL FRAME -

REFER TO DOOR SCHEDULE

SPOT GROUT AT JAMB

ANCHORS

DOOR - REFER TO DOOR

SCHEDULE

P A

R

TI

TI

O

N T

H

IC

K N

E S

S

C O

O R

D

IN

A

TE

W

IT

H

2"

1/ 2"

1/ 2"

191 Peachtree Street NE Suite 2400

Atlanta, GA 30303-1770

(404) 237-2000 coopercarry.com

Principal-in-Charge

Project Manager

Project Architect

Staff Architect

Project No.

Date

Drawing No.

A

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

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

B C

D E

F G

H J

K L

M N

P

A B

C D

E F

G H

J K

L M

N P

© 2026 COOPER CARRY

ISSUED FOR CONSTRUCTION

GA DEPT OF EDUCATION DATA

FACILITY CODE: 628-1605-1320.01

FTE FOR THIS SITE: 2100

INSTRUCTIONAL UNITS: 108 (96 EXISTING,

22 NEW)

A u to d e s k D o c s /2

W o o d s to c k H

S

C T

A E l a b s /W

O O

D S

T O

C K

H S

C

T A

E L

A B

S V

.r v t

/1

/2

:0

:2

P

M

A9.10

04/02/2026

20260084SOPHIA TARKHAN

BRIAN MITCHELL

CLAIRE COUVILLON

DOOR SCHEDULE AND TYPES

WOODSTOCK HS CTAE RMA

2010 TOWNE LAKE HILLS S. DR.

WOODSTOCK, GA 30189

CHEROKEE COUNTY SCHOOL SYSTEM

P R

O

JE

C T

N U

M B

E R

: 2

P

R O

JE

C

T N

A M

E : W

O O

D S

TO

C

K H

S C

TA

E

R M

A S

H E

E T

N U

M B

E R

: A 9.

D O

O R

S C

H E

D U

LE

A

N D

T Y

P E

S

DOOR SCHEDULE

NO. ROOM NAME

DOOR FRAME

DS DOOR

TYPE

FRAME

DS FRAME

TPYE FIRE RATING COMMENTSWIDTH HEIGHT THICKNESS MATERIAL

HARDWARE

SET HEAD JAMB MATERIAL

703 INFORMATION TECHNOLGY

LAB (CYBERSECURITY)

3' - 0" 7' - 0" 0' - 1 3/4" ETR ETR ETR ETR EXISTING DOOR AND FRAME TO REMAIN

703.1 STOR. 3' - 0" 7' - 0" 0' - 1 3/4" ETR ETR ETR ETR EXISTING DOOR AND FRAME TO REMAIN

703.2 OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" ETR ETR ETR ETR EXISTING DOOR AND FRAME TO REMAIN

703.3 ELEC. 3' - 0" 7' - 0" 0' - 1 3/4" WD 1/A9.10 SF 2.A9.10 HM 02

703.4 IDF 3' - 0" 7' - 0" 0' - 1 3/4" WD 1/A9.10 SF 2.A9.10 HM 02

703.5 INFORMATION TECHNOLGY

LAB (CYBERSECURITY)

3' - 0" 7' - 0" 0' - 1 3/4" ETR ETR ETR ETR EXISTING DOOR AND FRAME TO REMAIN

703.6 FLIGHT OPERATIONS LAB 3' - 0" 7' - 0" 0' - 1 3/4" ETR ETR ETR EXISTING DOOR AND FRAME TO REMAIN

705.1 FLIGHT OPERATIONS LAB 3' - 0" 7' - 0" 0' - 1 3/4" ETR ETR ETR ETR…