2436_B ITB Plans.pdf

PROPOSED PROJECT FOR:

OWNER

FAYETTE CO. SHERIFF'S DEPT.

155 JOHNSON AVENUE

FAYETTEVILLE, GA 30214

PHONE:

CONTACT:

ARCHITECT

K. A. OLDHAM DESIGN, INC.

57 PERRY STREET

NEWNAN, GA 30263

PHONE: 770.683.9170

CONTACT: KIP OLDHAM

KOLDHAM@KAOD.COM

GENERAL NOTES GENERAL NOTES (CONT.) ARCHITECTURAL SYMBOLS

CODE SUMMARY

BUILDING DEPARTMENT

FAYETTE COUNTY BUILDING DEPARTMENT

140 STONEWALL AVE W.

FAYETTEVILLE GA, 30214

APPLICABLE CODES AND REGULATIONS

BUILDING 2018 INTERNATIONAL BUILDING CODE W/ GA AMENDMENTS

MECHANICAL 2018 INTERNATIONAL MECHANICAL CODE W/ GA AMENDMENTS

PLUMBING 2018 INTERNATIONAL PLUMBING CODE W/ GA AMENDMENTS

ELECTRICAL 2020 NATIONAL ELECTRICAL CODE W/ GA AMENDMENTS

FIRE 2018 INTERNATIONAL FIRE CODE W/ GA AMENDMENTS

GAS 2018 INTERNATIONAL FUEL GAS CODE W/ GA AMENDMENTS

ENERGY 2015 INTERNATIONAL ENERGY CONSERVATION CODE W/ GA AMENDMENTS

2018 NFPA 101: LIFE SAFETY CODE

2014 GEORGIANS WITH DISABILITES ACT

2010 ANSI 117.1 AMERICANS WITH DISABILITES ACT

OCCUPANCY CLASSIFICATION

OCCUPANCY GROUPS: [NFPA 101 & IBC 2018]

LSC: BUSINESS

IBC: BUSINESS

CONSTRUCTION CLASSIFICATION

CONSTRUCTION TYPE: IIIB SPRINKLED [IBC TABLE 601]

ALLOWABLE HEIGHT

HEIGHT ALLOWED [IBC TABLE 504.3]: 75'- 0"

HEIGHT PROVIDED: UNCHANGED

ALLOWABLE AREA

AREA ALLOWED [IBC TABLE 506.2]: 76,000 SF

AREA PROVIDED: 22,950 SF

BUILDING OCCUPANT SUMMARY

OCCUPANT LOAD [NFPA 7.3.1.2]:

AREA: 22,950 SF

OCCUPANCY BUSINESS @ 150 SF/PERSON (GROSS) OCCUPANT LOAD: 153 PEOPLE

EGRESS REQUIREMENTS

EGRESS WIDTH FACTOR [NFPA 7.3.3.1]: LEVEL COMPONENTS = 0.2"/ PERSON

EGRESS WIDTH REQURED = 30.6" (36 MIN)

EGRESS WIDTH PROVIDED = 42"

MAXIMUM TRAVEL DISTANCE [NFPA 38.2.6.3]: REQUIRED: 300'-0"

PROVIDED: 112'-0"

COMMON PATH OF EGRESS TRAVEL [NFPA 38.2.5.3.1]: REQUIRED: 100'-0"

PROVIDED: 30'-0"

DEAD END CORRIDOR [NFPA 7.5.1.5]: REQUIRED: 50-0"

PROVIDED: 0'-0"

NUMBER OF EXITS: EXITS REQUIRED = 2

EXITS PROVIDED = 4

MINIMUM EXIT SEPARATION DISTANCE [NFPA 7.5.1.3.2]: 72'-0"

FIRE RESISTANCE RATING - TYPE IIIB (IBC TABLE 601)

STRUCTURAL FRAME: 0 HOUR(S)

BEARING WALLS - EXTERIOR: 2 HOUR(S)

BEARING WALLS - INTERIOR: 0 HOUR(S)

FLOOR CONSTRUCTION: 0 HOUR(S)

ROOF CONSTRUCTION: 0 HOUR(S)

1. THE GC SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS AND

CONDITIONS OF CONTRACT DOCUMENTS PRIOR TO ORDERING ALL MATERIALS AND

PROCEEDING WITH THE WORK. THE GC IS TO NOTIFY THE ARCHITECT OF ALL DISCREPANCIES, AND QUESTIONS AND OBTAIN REQUIRED CLARIFICAITON PRIOR TO PROCEEDING WITH THE

WORK.

2. DO NOT SCALE THE DRAWINGS. DIMENSIONS GOVERN.

3. ALL PLUMBING CHASES ARE TO BE VENTED INTO SOFFITS WHERE POSSIBLE AND

REQUIRED WHERE UNVENTED SOFFITS ARE INDICATED, REFER TO ELEVATIONS FOR

LOCATIONS.

4. GC SHALL PROVIDE AND INSTALL EQUIPMENT AND/OR APPLIANCES SPECIFIED

UNLESS OTHERWISE NOTED. GC SHALL PROVIDE INSTALLATION OF OWNER FURNISHED

EQUIPMENT AND/OR APPLIANCES WHERE DESIGNATED. GC TO VERIFY WITH OWNER ALL

PLUMBING AND ELEC. REQUIREMENTS FOR OWNER FURNISHED EQUIPMENT AND/OR

APPLIANCES.

5. GC TO UNDERCUT DOORS AS REQUIRED FOR FLOOR FINISHES, BUT NO MORE THAN

CODE ALLOWS FOR RATING REQUIREMENTS. VERIFY ALL UNDERCUT LOCATION WITH ANY

NOTED REQUIREMENTS. VERIFY ALL UNDERCUT LOCATION WITH ANY NOTED REQUIREMENTS

PER MECHANICAL DRAWINGS.

6. PROVIDE BRACING ABOVE GLAZED OPENING FRAMES, CEILING HEIGHT PARTITIONS

WHEN LONG UNBRACED LENGTHS OCCUR AND AT ALL DOORS AND GLAZED OPENING

JAMBS AND MULLIONS IN ACCORDANCE WITH MANUFACTURES SPECIFICATIONS.

7. FLOOR TOLERANCE: IN LAYING OUT AND DETAILING THE WORK TO BE COMPLETED,

CONSIDERATION SHALL BE GIVEN TO VARIATIONS IN THE FLOOR LEVELNESS RESULTING

FROM CONTRUCTION QUALITY AND LIVE/ DEAD LOADS IMPOSED ON THE STRUCTURE. FIELD

VERIFICATIONS SHALL BE MADE OF CONDITIONS TO VERIFY CONSTRUCTION TOLERANCES.

ALIGNMENT OF DOOR HEADS AND OTHER HORIZONTAL ELEMENTS SHALL BE MAINTAINED AT

A CONSTANT LEVEL AND SHALL NOT FOLLOW VARIATIONS IN FLOOR PLANE.

8. ALL WOOD USED AS STUDS, BLOCKING, OR BRACING SHALL BE FIRE TREATED AS

REQUIRED BY CODE. GC IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BLOCKING TO

ACCOMMODATE INTERIOR FINISHES AND EQUIPMENT AS DESCRIBED IN THE DOCUMENTS.

9. "TYPICAL" MEANS THE REFERENCED DETAIL SHALL APPLY FOR ALL SIMILAR

CONDITIONS UNLESS NOTED OTHERWISE.

10. ALL HEIGHTS FOR HANDICAP ELEMENTS ARE TO BE IN ACCORDNACE WITH THE ADA

FOR MAKING FACILITIES ACCESSIBLE AND USABLE FOR PHYSICALLY HANDICAPPED PEOPLE.

THE GC IS RESPONSIBLE FOR COORDINATION AND PROPER INSTALLATION OF ALL RELATED

ELEMENTS.

11. FURNISH ACCESS PANELS IN WALLS AND NON-ACCESSIBLE TYPE CEILINGS WHERE

SERVICE OR ADJUSTMENT TO MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT MAY

BE REQUIRED. ACCESS PANELS SHALL BE EQUAL IN FIRE RATING TO SURFACE IN WHICH THEY

OCCUR. REFER TO CONSULTANT DRAWINGS FOR ANY SPECIFIC REQUIREMENTS. FINAL

LOCATIONS OF PANELS NOT SHOWN ON ARCHITECTURAL CEILING PLANS SHALL BE

APPROVED BY THE ARCHITECT.

12. PROVIDE CONTROL JOINTS IN GYPSUM WALL BOARD SURFACES AS REQUIRED BY

MANUFACTURERS SPECIFICATIONS.

13. ALL EXTERIOR LUMBER EXPOSED TO MOISTURE SHALL BE PRESSURE TREATED, UNLESS

OTHERWISE SPECIFIED ON PLANS.

14. THE CONTRACTOR IS RESPONSIBLE FOR ALL MECHANICAL AND ELECTRICAL ITEMS

INDICATED ON ALL CONSTRUCTION DOCUMENTS. ALL ITEMS INDICATED ON ANY DRAWING

ARE TO BE INCLUDED AS A COMPLETE SYSTEM.

15. WHERE ELECTRICAL, MECHANICAL, OR OTHER WALL MOUNTED DEVICES OCCUR AT

THE SAME LOCATION BUT AT DIFFERENT HEIGHTS, THEY SHALL BE CENTERED ABOVE EACH

OTHER.

16. OWNER HAS FINAL APROVAL OF BUILDING MATERIALS, FINISH CHOICES, FIXTURE,

AND APPLIANCE CHOICES.

17. CONTRACTOR WILL BE RESPONSIBLE FOR ACQUIRING AND FOLLOWING

MANUFACTURERS SPECIFICATIONS FOR ALL EQUIPMENT, MATERIALS, AND CONSTRUCTION

SYSTEMS.

18. CONTRACTOR WILL BE RESPONSIBLE FOR ALL TEMPORARY STRUCTURE FOR

WEATHERPROOFING, SECURITY, PRIVACY, AND SUPPORT.

19. ALL ADVERSE CONDITIONS OF SITE AND BUILDING DISCOVERD DURING WORK

MUST BE REPORTED TO THE OWNER/ARCHITECT IMMEDIATELY.

20. CONTRACTOR WILL BE RESPONSIBLE FOR THE DISPOSAL OF ALL CONSTRUCTION

DEBRIS

21. ALL MATERIALS STORED ON SITE MUST BE SECURED BY CONTRACTOR.

22. ALL MATERIALS STORED OFF SITE SHALL BE STORED IN A BONDED WAREHOUSE

23. CONTRACTOR MUST LOCATE AND MARK ALL EXISTING UTILITIES PRIOR TO

CONSTRUCTION AND/OR DEMOLITION.

24. ALL UTILITIES AND EQUIPMENT WILL BE TESTED AND PROVED IN WORKING ORDER

BEFORE JOB IS DEEMED COMPLETE.

25. CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF GOVERNING FEDERAL,

STATE, AND LOCAL CODES.

26. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY OTHER REQUIRED

STRUCTURAL, ELECTRICAL, MECHANICAL, PLUMBING, AND/OR CIVIL INFORMATION NOT

INCLUDED IN THE FINAL DRAWINGS.

27. PARTITIONS ARE DIMENSIONED TO FACE OF WALL UNLESS NOTED OTHERWISE.

DIMENSIONS SHOWN ON DRAWINGS SHALL BE CONSIDERED CRITICAL. IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACT TO NOTIFY THE ARCHITECT OF DEVIATIONS IN THE

PLACEMENT OF WORK PER THESE DIMENSIONS.

28. SEPARATE DISSIMILAR METALS AS DIRECTED TO PREVENT GALVANIC ACTION.

29. THE DRAWINGS ILLUSTRATE GENERAL WORK SCOPE REQUIREMENTS AND DO NOT

ELABORATE ON INSTALLATION TECHNIQUES. WORK PERFORMED SHALL MEET OR EXCEED

INDUSTRY STANDARDS, BE PERFORMED IN ACCORDANCE WITH MANUFACTURES

RECOMMENDATIONS, AND SHALL CONFORM TO ALL APPLICABLE BUILDING CODES.

30. REFER TO INDIVIDUAL SHEETS FOR NOTES RELATED TO SPECIFIC PARTS OF THE

WORK.

31. COORDINATE ALL PLACEMENT AND SIZING OF STEEL MEMBERS & STRUCTURAL

COMPONENTS W/ STRUCTURAL DRAWINGS.

32. SPRINKLER AND ALARM MODIFICATIONS TO BE REVIEWED AND APPROVED BY

CITY OF NEWNAN FIRE MARSHAL.

03.20.2024 PERMIT SET

LOCATION MAP

ABBREVIATIONS

ACT ACOUSTICAL CEILING TILE

ADA AMERICAN DISABILITIES ACT

AFF ABOVE FINISH FLOOR

ALUM ALUMINUM

ASST ASSISTANT

AUTO AUTOMATIC

BLDG BUILDING

BM BEAM

BO BOTTOM OF

BOT BOTTOM OF TRUSS

CJ CONTROL JOIST

CL CENTERLINE

CLG CEILING

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONF CONFERENCE

CONT CONTINUOUS

CORR CORRIDOR

CMU CONCRETE MASONRY UNIT

DBL DOUBLE

DIA DIAMETER

DIM DIMENSION

DS DOWNSPOUT

DWG DRAWING

A4.01

A4.01

2A4.01

A

A

DRAWING

A

PT-1

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

ROOM

A

A310

FINISH FLOOR

0'-0"

0'-0"

C

DRAWING TITLE

DETAIL/CALL-OUT SYMBOL

SECTION SYMBOL

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

CEILING TAG

CEILING HEIGHT,A.F.F.

CEILING TYPE

COLUMN GRID

ELEVATION TAG

HEIGHT, A.F.F.

ROOM NUMBER

ROOM NAME

ROOM TAG

1"

CHANGE IN ELEVATION

DETAIL NUMBER

SHEET NUMBER

EXTERIOR ELEVATION

INTERIOR ELEVATION

SPOT ELEVATION

WALL TYPE

REVISION TAG

KEYNOTE TAG

RR ACCESSORY TAG

EQUIPMENT TAG

INTERIOR FINISHES TAG

10'-6"

A

DOOR TAG

WINDOW TYPE

EA EACH

ELEC ELECTRIC(AL)

ELEV ELEVATION

EOS EDGE OF SLAB

EQ EQUAL

EW EACH WAY

EXIST EXISTING

EXP EXPOSED

EXP JT EXPANSION JOINT

EXT EXTERIOR

FDC FIRE DEPARTMENT CONNECTION

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FINISH FLOOR ELEVATION

FLR FLOOR

FRP FIBERGLASS REINFORCED PANEL

FRT FIRE RETARDENT TREATED

FOB FACE OF BRICK

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GWB GYPSUM WALL BOARD

HCP HANDICAPPED

HM HOLLOW METAL

INSUL INSULATION

INT INTERIOR

JBE JOIST BEARING ELEVATION

JT JOINT

LAV LAVATORY

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MTL METAL

NA NOT APPLICABLE

NFWH NON-FREEZE WALL HYDRANT

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OPP OPPOSITE

OPT OPTION(AL)

ORD OVERFLOW ROOF DRAIN

PLAM PLASTIC LAMINATE

PL PLATE

PLY PLYWOOD

PT PRESSURE TREATED

PTD PAINTED

RD ROOF DRAIN

REQ REQUIRED

REINF REINFORCED

RCP REFLECTED CEILING PLAN

RO ROUGH OPENING

SAB SOUND ATTENUATION BATTS

SCW SOLID CORE WOOD

SIM SIMILAR

SOG SLAB ON GRADE

STN STAIN

STRUCT STRUCTURAL

TO TOP OF

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VIF VERIFY IN FIELD

WD WOOD

WWF WELDED WIRE FABRIC

57 PERRY STREET

NEWNAN, GEORGIA 30263

TELEPHONE: (770) 683-9170

FAX: (770) 683- 9171

E-MAIL: info@kaod.com

WEBSITE: www.kaod.com

COMMISSION NO:

SHEET TITLE:

SHEET NO:

Prepared for

This drawing is property of K.A. Oldham Design, Inc and may not be reproduced or used without the Architect's written permission. (c) 2024

PLUMBING FIXTURE REQUIREMENTS (PER IBC TABLE 2902.1)

PLUMBING FIXTURE- BUSINESS OCCUPANCY

OCCUPANT LOAD:

153 PEOPLE

REQUIRED

PROVIDED

MEN

(50%- 77)

WOMEN

(50%- 77)

DRINKING

FOUNTAIN

SERVICE SINKW/CLAV. LAV.

3 1

W/C

2 2

55 3 3

PROJECT NARRATIVE

CREATING A NEW MAIN ENTRANCE FOR THE SHERIFF'S OFFICE BY EXTENDING OUT

THE EXTERIOR WALL TO THE EXISTING OVERHANG AND ADDING A NEW CANOPY

OVER THE DOOR. AFTER ADDING THIS MAIN ENTRANCE WE ARE CLOSING OFF

ACCESS TO THE CRITICAL AREAS OF THE SHERIFF'S OFFICE FROM THE PUBLIC AND

ADDING TWO NEW RESTROOMS FOR THE PUBLIC. DURING THESE IMPROVEMENTS,

WE ARE PUTTING BETTER SYSTEMS IN PLACE AND ADDING BULLETPROOF WINDOW

SYSTEMS FOR BOTH A WATCH OFFICE AND RECORDS AREA.

SPRINKLER SYSTEM NOTE

THE GENERAL CONTRACTOR IS RESPONSIBLE FOR MODIFYING THE EXISTING SYSTEM WHICH

WILL INCLUDE CREATING NECESSARY DRAWINGS FOR MODIFICATIONS. THE GENERAL

CONTRACTOR IS ALSO RESPONSIBLE FOR GETTING IT APPROVED BY THE AUTHORITY HAVING

JURISDICTION.

FAYETTE COUNTY

SHERIFF'S OFFICE

155 JOHNSON AVE

FAYETTEVILLE, GA 30214

2372.00

TITLE SHEET

T001

ISSUED FOR CONSTRUCTION

FAYETTE COUNTY

SHERIFF'S OFFICE

155 JOHNSON AVE

FAYETTEVILLE, GA 30214

FAYETTE COUNTY

SHERIFF'S DEPT

SHEET LIST

SHEET

NUMBER SHEET NAME

CONCEPT

DEV.

DESIGN

DEV.

PERMIT

SET

T001 TITLE SHEET ● ● ●

S1.01 STRUCTURAL NOTES ●

S1.02 STRUCTURAL DIAGRAMS ●

LSP1.01 LIFE SAFETY PLAN ● ●

AD1.01 DEMO PLAN ● ●

A1.01 1ST FLOOR PLAN ● ● ●

A1.02 REFLECTED CEILING PLAN ● ●

A1.03 ROOF PLAN ●

A2.01 BUILDING ELEVATIONS ● ●

A3.01 SECTIONS ● ●

A3.02 MILLWORK DETAILS ● ●

A3.10 SECTION DETAILS ● ●

A3.11 SECTION DETAILS ● ●

A4.01 PLAN DETAILS ● ●

A4.02 PLAN DETAILS ● ●

A4.10 RESTROOM DETAILS ● ●

A6.01 DOOR/ WINDOW SCHEDULE ● ●

A6.10 FINISH PLAN ●

A6.11 FINISH SCHEDULE AND LEGEND ●

A7.01 RAMP PLANS AND SECTIONS ● ●

A8.01 INTERIOR ELEVATIONS ● ●

A8.02 3D VIEWS ● ●

A8.03 SIGHT LINE STUDY ● ●

E1 ELECTRICAL SPECS ●

Revision Schedule

Revision Number Date Description

11/27/23 CONCEPT DESIGN PHASE

1/31/24 DESIGN DEVELOPMENT

3/20/24 PERMIT SET

COMMISSION NO:

SHEET TITLE:

SHEET NO:

Prepared for

This drawing is property of K.A. Oldham Design, Inc and may not be reproduced or used without the Architect's written permission. (c) 2024

57 PERRY STREET

NEWNAN, GEORGIA 30263

TELEPHONE: (770) 683-9170

FAX: (770) 683- 9171

E-MAIL: info@kaod.com

WEBSITE: www.kaod.com

2372.00

STRUCTURAL NOTES

S1.01

ISSUED FOR CONSTRUCTION

FAYETTE COUNTY

SHERIFF'S OFFICE

155 JOHNSON AVE

FAYETTEVILLE, GA 30214

FAYETTE COUNTY

SHERIFF'S DEPT

Revision Schedule

Revision Number Date Description

11/27/23 CONCEPT DESIGN PHASE

SHEET NO:

Prepared for

This drawing is property of K.A. Oldham Design, Inc and may not be reproduced or used without the Architect's written permission. (c) 2024

57 PERRY STREET

NEWNAN, GEORGIA 30263

TELEPHONE: (770) 683-9170

FAX: (770) 683- 9171

E-MAIL: info@kaod.com

WEBSITE: www.kaod.com

2372.00

STRUCTURAL DIAGRAMS

S1.02

ISSUED FOR CONSTRUCTION

FAYETTE COUNTY

SHERIFF'S OFFICE

155 JOHNSON AVE

FAYETTEVILLE, GA 30214

FAYETTE COUNTY

SHERIFF'S DEPT

Revision Schedule

Revision Number Date Description

DN

EGRESS PATH OF TRAVEL

000'-0'' AGGREGATE LENGTH OF TRAVEL

EXIT EMERGENCY EXIT LIGHT

1-HR RATED ASSEMBLY (UL-305)

FIRE EXTINGUISHER LOCATION

F.E.C.

A B C D E F G H I J K L M

RECORDS

A114

OFFICE

A102

TRAINING

A119

TV ROOM

A171

RR

A166.2

EMPLOYEE

RESTROOM

A168

EMPLOYEE

RESTROOM

A169

WATCH

A162

CONF. RM

A181

OFFICE

A175

RR

A179 OFFICE

A178

WAITING

A185

OFFICE

A101

RR

A166.1

INTERVIEW

A164

HOLDING

A160

HOLDING

A159

NEW PUBLIC ENTRY PLAZA

PUBLIC VESTIBULE

A165

UNAFFECTED

PATROL ENTRY

TO PARKING

TO OLD JAIL

JANITOR

A166.3

MECH.

A163

SHIFT OFFICE

A149

SHIFT OFFICE

A150

CLO.

A161

UNAFFECTED

OFFICE

A153

OFFICE

A154

OFFICE

A155

OFFICE

A156

OFFICE

A157

OFFICE

A158

OFFICE

A172

OFFICE

A173

OFFICE

A174

STORAGE

A182

SERVER ROOM

A177

OFFICE

A183

ELEC ROOM

A170

CORRIDOR

A176

CORRIDOR

A118

CORRIDOR

A151

OFFICE

A120

GREEN RM

A121

0'

20'

50'

63'

0' 25'

55'

112'

EXIT

EXIT

EXIT

OPEN OFFICE

A115

OFFICE

A116

COMMISSION NO:

SHEET TITLE:

SHEET NO:

Prepared for

This drawing is property of K.A. Oldham Design, Inc and may not be reproduced or used without the Architect's written permission. (c) 2024

57 PERRY STREET

NEWNAN, GEORGIA 30263

TELEPHONE: (770) 683-9170

FAX: (770) 683- 9171

E-MAIL: info@kaod.com

WEBSITE: www.kaod.com

2372.00

LIFE SAFETY PLAN

LSP1.01

ISSUED FOR CONSTRUCTION

FAYETTE COUNTY

SHERIFF'S OFFICE

155 JOHNSON AVE

FAYETTEVILLE, GA 30214

FAYETTE COUNTY

SHERIFF'S DEPT

LIFE SAFETY LEGEND

EGRESS REQUIREMENTS

EGRESS WIDTH FACTOR ( NFPA 101 TABLE 7.3.3.1):

LEVEL COMPONENTS = 0.2" PER PERSON

EGRESS WIDTH REQUIRED = 30.6" (36" MIN)

EGRESS WIDTH PROVIDED = 72"

TRAVEL DISTANCE (NFPA 101): REQUIRED: 300'-0"

PROVIDED: 112'-0"

COMMON PATH OF EGRESS TRAVEL (NFPA 101): REQUIRED: 1000'-0"

PROVIDED: 30'-0"

DEAD-END CORRIDOR (NFPA 101) REQUIRED: 50'-0"

PROVIDED: 0'-0"

MINIMUM EXIT SEPARATION DISTANCE REQUIRED: 72'-0"

(NFPA 101):

NUMBER OF EXITS: EXITS REQUIRED: 2

EXITS PROVIDED: 4

1/8" = 1'-0"1 LIFE SAFETY PLAN

Revision Schedule

Revision Number Date Description

1. DEMOLITION WORK SHOWN IS ASSUMED TO BE CORRECT

BASED ON EXISTING DRAWINGS AND INSPECTIONS.

REFERENCE WAS GIVEN TO SHOW AS MANY SURVEYED ITEMS

AS POSSIBLE TO ASSIST THE GC IN UNDERSTANDING THE

DEMOLITION SCOPE. DEMOLITION DRAWINGS ARE NOT

INTENDED TO REFLECT ALL CONDITIONS. GC IS RESPONSIBLE

FOR PERFORMING THE INDICATED DEMOLITION WORK EVEN

IF ACTUAL CONDITIONS DIFFER FROM WORK SHOWN ON

DRAWINGS.

2. RELAY ALL CONFLICTS DETERMINED DURING THE COURSE

OF BIDDING AND CONSTRUCTION IMMEDIATELY TO THE

ARCHITECT IN WRITING.

3. ALL CONSTRUCTION ITEMS SHOWN DASHED AND ITEMS

ATTACHED WITHIN THE CONSTRUCTION OF EACH ITEM ARE

TO BE DEMOLISHED AND REMOVED FROM THE SITE.

4. ASBESTOS/HAZARDOUS MATERIALS: IF DURING THE COURSE

OF DEMOLITION, QUESTIONS ARISE REGARDING THE

POSSIBLE PRESENCE OF UNKNOWN HAZARDOUS MATERIALS,

THE GC SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN

WRITING.

5. VERIFY ALL PLUMBING INVERTS AND ALL EXISTING UTILITY

LOCATIONS PRIOR TO THE START OF DEMOLITION,

INCLUDING UNDERGROUND AND OVERHEAD LINES.

UTILITIES MAY REQUIRE RELOCATION TO AVOID CONFLICT

WITH NEW CONSTRUCTION.

6. ABANDON EXISTING PLUMBING BELOW FLOOR AND CAP 6"

BELOW SLAB. FULLY REMOVE ANY PLUMBING IN AREAS

WHERE FLOOR IS TO BE COMPLETELY REMOVED.

7. ANY UTILITY SYSTEMS REQUIRED TO REMAIN ACTIVE DURING

THE COURSE OF NEW WORK SHALL REMAIN ACTIVE. IF

CIRCUMSTANCES REQUIRE THE TEMPORARY INTERRUPTION

OF ANY UTILITIES, THE GC SHALL NOTIFY, COORDINATE, AND

RECEIVE PRIOR PERMISSION BEFORE ANY SHUTDOWN OF

SERVICES.

8. UNLESS OTHERWISE NOTED, DOORS SCHEDULED TO BE

REMOVED SHALL INCLUDE THE DOOR, FRAME, AND

HARDWARE.

9. PROTECT ALL WALLS, CEILINGS, FLOORS, AND STRUCTURAL

COMPONENTS TO REMAIN FROM DAMAGE DURING

DEMOLITION. GC SHALL REPLACE ANY ITEMS DAMAGED

DURING CONSTRUCTION TO A FINISH AND MATERIAL

QUALITY NOT LESS THAN EXISTING ADJACENT REMAINING

WORK.

10. PRIOR TO CUTTING, DRILLING, OR AFFECTING ANY EXISTING

STRUCTURAL MEMBERS NOT INDICATED, GC SHALL SUBMIT

NOTIFICATION TO THE OWNER, SPECIFYING LOCATION AND

REQUESTING CONSENT TO PROCEED WITH THE CUTTING OR

DRILLING.

11. PROVIDE TEMPORARY PROTECTION AS NECESSARY TO SEAL

BUILDING FROM THE ELEMENTS AND MAINTAIN BUILDING

SECURITY WHERE DEMOLITION IS INDICATED. NOTIFY THE

ARCHITECT IN WRITING IF CERTAIN CONDITIONS REQUIRE

EXISTING ELEMENTS TO REMAIN EXPOSED FOR LONG

PERIODS OF TIME.

12. ALL MATERIAL SHOWN TO BE DEMOLISHED SHALL BE

REMOVED FROM THE SITE AND DISPOSED OF OFF-SITE IN A

TIMELY MANNER. GC SHALL NOT STOCKPILE DEMOLISHED

MATERIALS ON SITE.

13. THE OWNER RESERVES THE RIGHT TO SALVAGE ANY ITEM

WHETHER SHOWN ON DEMOLITION DRAWINGS OR NOT.

AREAS TO BE DEMOLISHED SHALL BE SURVEYED BY THE

OWNER AND THE OWNER SHALL SUPPLY A WRITTEN LIST OF

ITEMS FOR SALVAGE NOT ALREADY SHOWN ON THE

CONSTRUCTION DRAWINGS. THE GC SHALL BE RESPONSIBLE

FOR THE REMOVAL, COLLECTION, AND SERRATION AS

REQUIRED FOR SALVAGING, AND SHALL STORE ITEMS IN

LOCATIONS AS DIRECTED BY THE OWNER.

14. GC IS RESPONSIBLE FOR ALL SHORING AND BRACING

NECESSARY TO MAINTAIN STRUCTURAL INTEGRITY.

15. DEMO ANY ASSOCIATED PLUMBING, HVAC & ELECTRICAL

REQUIRED TO ACCOMPLISH INTENDED FINAL PLANS.

16. DURING ANY DEMO WORK TO THE ROOF AND EXTERIOR, BE

CAREFUL OF EXISTING ROOF AND FLASHING, THESE WILL NOT

BE REPLACED.

DEMOLITION NOTES

DEMOLITION LEGEND

D1 EXISTING DOOR AND FRAME TO BE REMOVED

D2

EXISTING WALL TO BE REMOVED AND

PREPARED TO BE FILLED IN

D3 EXISTING WALL TO BE REMOVED AND PREPARE FOR

NEW DOOR

D5 EXISTING WINDOW TO BE REMOVED

D6 EXISTING MILLWORK TO BE REMOVED AND

DISCARDED

D7 EXISTING FLOOR MATERIAL TO BE REMOVED

EXTENTS TO BE DEMOLISHED FROM TOP OF SLAB

TO TOP OF PARTITION. LIMIT DEMO TO PART OF

WALL OR ELEMENT DIMENSIONS INDICATE

D4 EXISTING WALL TO BE REMOVED AND PREPARE FOR

NEW WINDOW

D8 SLAB TO BE CUT FOR NEW PLUMBING FIXTURES

D9 EXISTING CEILING TO BE REMOVED

D10 REMOVE EXISTING DOORS AND PREPARE FOR NEW

DOOR

D11 EXISITING WINDOW TO BE REMOVED AND PREPARE

FOR NEW 3'- 0" DOOR

D12 PLUMBING FIXTURE TO BE REMOVED AND PREPARE

FOR NEW PLUMBING FIXTURE

A B C D E F G H I J K L M

UNAFFECTED

UNAFFECTED

D1 D2 D2

D3

4' - 3 1/4" 1' - 11 1/4"

D1

D6

D2

D2

D6

D2

D2

D2

D2

D2

D2 D1

D1

D1

D3

D3

PEEL OFF EIFS AND REFACE

D7

D2 D1

D6

5'

1/

8"

D8

D5

D5

PEEL OFF EIFS AND REFACE

/4

3' - 8"

39.06°

.8

5°

.0

/4

0' - 11 5/8"

.1

39.39° 6.46°

D11

D5

D9

D10

D10

D7

D7

D7

DEMO EXTERIOR SOFFIT AND FASCIA, LIGHTS

TO BE REMOVED

CONCRETE TO BE DEMOLISHED FROM CENTERLINE OF

COLUMN TO CENTERLINE OF COLUMN TO THE NEW

WALL LOCATION.

D1

D12

D6

SINK TO REMAIN, SEE

A1.01 FOR NEW

MILLWORK DIMENSIONS

REMOVE DRYWALL AND ADD

BLOCKING AS NEEDED, TYP.

/4

/8

D9

D9 D9

D9

D7

D7

D7

D7

D7D7

D7

COMMISSION NO:

SHEET TITLE:

SHEET NO:

Prepared for

This drawing is property of K.A. Oldham Design, Inc and may not be reproduced or used without the Architect's written permission. (c) 2024

57 PERRY STREET

NEWNAN, GEORGIA 30263

TELEPHONE: (770) 683-9170

FAX: (770) 683- 9171

E-MAIL: info@kaod.com

WEBSITE: www.kaod.com

2372.00

DEMO PLAN

AD1.01

ISSUED FOR CONSTRUCTION

FAYETTE COUNTY

SHERIFF'S OFFICE

155 JOHNSON AVE

FAYETTEVILLE, GA 30214

FAYETTE COUNTY

SHERIFF'S DEPT

1/8" = 1'-0"1 DEMO PLAN

Revision Schedule

Revision Number Date Description

A B C D E F G H I J K L M

RECORDS

A114

OFFICE

A102

TRAINING

A119

TV ROOM

A171

RR

A166.2

EMPLOYEE

RESTROOM

A168

EMPLOYEE

RESTROOM

A169

WATCH

A162

CONF. RM

A181

OFFICE

A175

RR

A179 OFFICE

A178

WAITING

A185

OFFICE

A101

RR

A166.1

INTERVIEW

A164

HOLDING

A160

HOLDING

A159

NEW PUBLIC ENTRY PLAZA

PUBLIC VESTIBULE

A165

UNAFFECTED

PATROL ENTRY

TO PARKING

TO OLD JAIL

JANITOR

A166.3

MECH.

A163

SHIFT OFFICE

A149

CLO.

A161

A4.10

UNAFFECTED

OFFICE

A153

OFFICE

A154

OFFICE

A155

OFFICE

A156

OFFICE

A157

OFFICE

A158

OFFICE

A172

OFFICE

A173

OFFICE

A174

STORAGE

A182

SERVER ROOM

A177

OFFICE

A183

ELEC ROOM

A170

CORRIDOR

A176

CORRIDOR

A118

168 169

178A

175A

175B 178A

178B

171B

171A

171C

162A

166.2 166.3

158 157 156 155 154 153

165C165C

162D

118A

118C

CORRIDOR

A151

CORRIDOR

A148

115B

A2.01

OFFICE

A120

GREEN RM

A121

120B

120A

121B

121A

16' - 0"

13' - 0 1/4"

ALIGN

135.00°

A4.01

A

LI

G N

ALIGN

ALIGN

.0

A

LI

G N

0' - 10"

165A

165B

/4

A4.01

OPEN OFFICE

A115

131 SF

OFFICE

A116

A3.01

A4.02

165D

OFFICE

A152

118B

162B

115A

3' - 6"

3' - 6"

166.1

A2.01

FILL IN WINDOWS

2' - 0 3/4"

5' - 1"

B A

B

162C

INFILL WALL FOR NEW 6'- 0" DOOR

INFILL WALL FOR NEW 6'- 0" DOOR

1. REFER TO A1.01 FOR PARTITION SCHEDULE. ALL

PARTITIONS ARE TYPE 'A' CONSTRUCTION OTHERWISE

NOTED.

2. DIMENSIONS SHOWN ARE TO FACE OF STUDS. NOTED

CLEAR DIMENSIONS ARE TO FINISHED FACE OF WALLS.

DIMENSIONS ARE TO FINISHED FACE FOR EXISTING WALLS.

3. DOORS NOT LOCATED BY DIMENSIONS ON PLANS SHALL

BE 4" FROM FACE OF ADJOINING PARTITION TO HINGE

EDGE OF DOOR OPENING. VERIFY DOORS WILL HAVE 18"

CLEAR ON THE PULL SIDE AND 12" CLEAR ON THE PUSH

SIDE, PER ADA REQUIREMENTS. NOTIFY ARCHITECT IF

REQUIRED CLEARANCES ARE NOT AVAILABLE.

4. REFER TO PLUMBING DRAWINGS FOR INFORMATION OF

PLUMBING FIXTURES.

5. CONTRACTOR TO LAYOUT ALL WALL LOCATIONS AND

OPENINGS TO DISCOVER ANY CONFLICTS FOR

RESOLUTION WITH THE ARCHITECT PRIOR TO STARTING

WALL CONSTRUCTION. FIELD VERIFY ALL DIMENSIONS.

6. PROVIDE ALL NECESSARY WOOD BLOCKING IN FRAMING

LOCATIONS AT ALL WALL HUNG FURNITURE AND

EQUIPMENT TO INCLUDE, BUT NOT LIMITED TO, GRAB

BARS, HANDRAILS, CASEWORK, MARKER BOARDS AND

ALL RESTROOM ACCESSORIES.

7. PROVIDE (1) FIRE EXTINGUISHER PER 3000SF OF

OCCUPIABLE SPACE OR MAXIMUM 75'-0" OF TRAVEL.

REFER TO PLANS FOR LOCATIONS MARKED F.E.C. FINAL

LOCATIONS TO BE VERIFIED BY LOCAL FIRE INSPECTOR.

8. ALL INTERIOR WALLS TO RECEIVE SOUND BATT.

INSULATION UNLESS OTHERWISE NOTED. NO INSULATION

IN CEILINGS UNLESS OTHERWISE NOTED.

FLOOR PLAN NOTES

A 4-7/8"

5/8" GWB ON BOTH SIDES OF

3-5/8" METAL STUDS @ 24" O.C.

NON-BEARING/ DEMISING WALLS F.R.

N/A

UL#

N/A

MIN. 3-1/2" THICK SOUND

BATT INSULATION

CAULK WHERE REQUIRED

5/8" GWB AS SPECIFIED

BELOW

CONT. BOTTOM RUNNER

WALL BASE AS SPECIFIED

FINISHED FLOOR

STRUCTURE ABOVE

GWB TO 6" ABOVE CEILING

UNLESS OTHERWISE NOTED

CONT. TOP RUNNER

FINISHED CEILING

A1 7-3/4"

5/8" GWB ON BOTH SIDES OF 6"

METAL STUDS @ 24" O.C. 1/2"

ARMORCORE BULLETPROOF

FIBERGLASS PANELS ON THE

INTERIOR SIDE.

1/2" ARMACORE

BULLETPROOF FIBERGLASS

PANELS TO CEILING

N/A N/A

B 4 1/4"

5/8" GWB ON ONE SIDE OF

3-5/8" METAL STUDS @ 24" O.C.

NON-BEARING/ FURRING WALLS F.R.UL#

N/A N/A

MIN. 3-1/2" THICK SOUND

BATT INSULATION

CAULK WHERE REQUIRED

5/8" GWB AS SPECIFIED

BELOW

CONT. BOTTOM RUNNER

WALL BASE AS SPECIFIED

STRUCTURE ABOVE

GWB TO 6" ABOVE CEILING

UNLESS OTHERWISE NOTED

CONT. TOP RUNNER

FINISHED CEILING

COMMISSION NO:

SHEET TITLE:

SHEET NO:

Prepared for

This drawing is property of K.A. Oldham Design, Inc and may not be reproduced or used without the Architect's written permission. (c) 2024

57 PERRY STREET

NEWNAN, GEORGIA 30263

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FAX: (770) 683- 9171

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2372.00

1ST FLOOR PLAN

A1.01

ISSUED FOR CONSTRUCTION

FAYETTE COUNTY

SHERIFF'S OFFICE

155 JOHNSON AVE

FAYETTEVILLE, GA 30214

FAYETTE COUNTY

SHERIFF'S DEPT

1/8" = 1'-0"1 FLOOR PLAN

PARTITION LEGEND

Revision Schedule

Revision Number Date Description

11/27/23 CONCEPT DESIGN PHASE

1/31/24 DESIGN DEVELOPMENT

NEW FLAGPOLE, BY OWNER

1' - 0"A

CEILING TYPES

CEILING HEIGHT A.F.F.

TAG DESCRIPTION

2X2 SUSPENDED ACOUSTICAL LAY-IN CEILINGB

CEILING MATERIAL LEGEND

EXISTING CEILING, PAINT W/ PT-4D

NOT IN SCOPEN.I.S.

1/2" GWB ON 7/8" FURRING STRIPSA

1/2" GWB ON SUSPENDED GRID, PAINT W/ PT-4C

LIGHTING LEGEND

6" SURFACE MOUNTED LIGHT

2X4 SURFACE MOUNTED LED

RESTROOM EXHAUST FAN

WALL-MOUNTED EMERGENCY LIGHTING

EMERGENCY EXIT LIGHT

6" SURFACE MOUNTED LIGHT, DIMMABLE

D

1X4 SURFACE MOUNTED LED

ELITE LIGHTING, 24-FPL-BL-LED

ELITE LIGHTING, 14-FPL-BL-LED

ELITE LIGHTING, HH6R-LED-WDM

ELITE LIGHTING, HHR6-LED WITH HH6-6501 TRIM

R

6" SURFACE MOUNTED LIGHT, RED

ELITE LIGHTING, HHR6-LED-RGBW WITH HH6-6501 TRIM

1. CEILINGS MARKED AS N.I.S. ARE FOR REFERENCE ONLY.

2. ALL CEILINGS ARE TYPE "A" (9'- 0") TYPICAL, UNLESS

OTHERWISE NOTED.

3. LIGHTING AND HVAC COMPONENTS SHOWN IN CEILING

PLAN ARE FOR LOCATION AND DIMENSIONAL PURPOSES

ONLY. REFER TO CONSULTANT DRAWINGS FOR FULL EXTENT.

NOTIFY ARCHITECT OF ANY DISCREPENCIES BETWEEN

ARCHITECTURAL AND ENGINEERED DRAWINGS.

4. COORDINATE ALL CEILING OPENINGS WITH ELECTRICAL

AND MECHANICAL DRAWINGS.

5. DO NOT ATTACH PARTITION OR CEILING SYSTEMS TO

PORTIONS OF ANY MECHANICAL EQUIPMENT.

CONTRACTOR TO COORDINATE LOCATIONS AND PROVIDE

ALTERNATE BRACING IF CONFLICTS OCCUR.

6. COORDINATE HEIGHTS OF SUSPENDED LIGHTING, OR

SUSPENDED OR WALL MOUNTED HVAC COMPONENTS

WITH ARCHITECT IF NOT PROVIDED IN DRAWINGS.

7. ALL EXPOSED DECKING, STRUCTURE, PIPING, DUCTWORK

AND OTHER CEILING MOUNTED ITEMS SHALL BE PAINTED,

UNLESS NOTED OTHERWISE.

8. COORDINATE AND FIELD VERIFY CLEARANCES FOR ALL

EQUIPMENT TO BE LOCATED ABOVE CEILING.

9. DIMENSIONS ARE TO FACE OF FINISHED SURFACE, UNLESS

NOTED OTHERWISE.

10. PROVIDE ALL EXIT LIGHTS SHOWN. VERIFY AMOUNT AND

LOCATIONS WITH FIRE MARSHALL BEFORE INSTALL.

11. ALL RED FIXTURES IN A SINGLE ROOM TO BE ONE ONE

SWITCH, SEPARATE FROM OTHER LIGHTS.

CEILING NOTES

A B C D E F G H I J K L M

9' - 0"B

9' - 0"A

UNAFFECTED

9' - 0"A 9' - 0"A

9' - 0"C

9' - 0"B

N.I.S.

TV ROOM

A171

OFFICE

A158

OFFICE

A157

OFFICE

A156

OFFICE

A155

OFFICE

A154

OFFICE

A153

CORRIDOR

A151

N.I.S. N.I.S. N.I.S.N.I.S.N.I.S.

N.I.S.

N.I.S.

N.I.S.

N.I.S.

N.I.S.

N.I.S.

N.I.S.

N.I.S.

N.I.S.

N.I.S.

N.I.S.

N.I.S.

N.I.S.

N.I.S. N.I.S.

N.I.S.

N.I.S.

N.I.S.

N.I.S.

N.I.S.

PUBLIC VESTIBULE

A165

WATCH

A162

INTERVIEW

A164

MECH.

A163

CLO.

A161

6'

2"

3'

0" 9' - 0"D

ALIGN NEW LIGHTS

TO EXISTING

D

D

D

D

D

D

DDD

9' - 0"B 9' - 0"B

9' - 0"B

9' - 0"B

2' - 4" 4' - 10" 2' - 0" 3' - 6" 3' - 3"

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

/4

N.I.S.

N.I.S.

SHIFT OFFICE

A150

9' - 0"B

4' - 9"

N.I.S.

SHIFT OFFICE

A149

OFFICE

A152

RELOCATE LIGHTS, DUCTS, CIRCUITS, ETC. IF NEEDED

RELOCATE LIGHTS, DUCTS,

CIRCUITS, ETC. IF NEEDED

8' - 0" 2' - 4"

OFFICE

A101

OFFICE

A116

9' - 0"B

8' - 0" 6' - 0"

OPEN OFFICE

A115

N.I.S.

N.I.S. N.I.S.

N.I.S.

N.I.S.

N.I.S.

N.I.S.

N.I.S. N.I.S.

N.I.S. N.I.S.

OFFICE

A172

OFFICE

A173

STORAGE

A182

SERVER ROOM

A177

OFFICE

A183

OFFICE

A174

OFFICE

A175

CORRIDOR

A176

RR

A179

CONF. RM

A181 WAITING

A185

CORRIDOR

A118

RECORDS

A114

OFFICE

A102

OFFICE

A120

GREEN RM

A121

TRAINING

A119

EMPLOYEE

RESTROOM

A168

EMPLOYEE

RESTROOM

A169

N.I.S.

OFFICE

A178

N.I.S.

4' - 6"

4' - 6"

4' - 9"

FIELD VERIFY HEIGHT TO MATCH EXISTING

RR

A166.1

RR

A166.2

JANITOR

A166.3

E Q

E Q

3' - 7"

10' - 0"A

ELEC ROOM

A170

9' - 0"B

9' - 0"A

9' - 0"A

R

R

R

R

R

R

R

COMMISSION NO:

SHEET TITLE:

SHEET NO:

Prepared for

This drawing is property of K.A. Oldham Design, Inc and may not be reproduced or used without the Architect's written permission. (c) 2024

57 PERRY STREET

NEWNAN, GEORGIA 30263

TELEPHONE: (770) 683-9170

FAX: (770) 683- 9171

E-MAIL: info@kaod.com

WEBSITE: www.kaod.com

2372.00

REFLECTED CEILING PLAN

A1.02

ISSUED FOR CONSTRUCTION

FAYETTE COUNTY

SHERIFF'S OFFICE

155 JOHNSON AVE

FAYETTEVILLE, GA 30214

FAYETTE COUNTY

SHERIFF'S DEPT

1/8" = 1'-0"1 REFLECTED CEILING PLAN

Revision Schedule

Revision Number Date Description

A B C D E F G H I J K L M

A2.01

A3.01

UNAFFECTED AREA

NEW CANOPY

A2.01

COMMISSION NO:

SHEET TITLE:

SHEET NO:

Prepared for

This drawing is property of K.A. Oldham Design, Inc and may not be reproduced or used without the Architect's written permission. (c) 2024

57 PERRY STREET

NEWNAN, GEORGIA 30263

TELEPHONE: (770) 683-9170

FAX: (770) 683- 9171

E-MAIL: info@kaod.com

WEBSITE: www.kaod.com

2372.00

ROOF PLAN

A1.03

ISSUED FOR CONSTRUCTION

FAYETTE COUNTY

SHERIFF'S OFFICE

155 JOHNSON AVE

FAYETTEVILLE, GA 30214

FAYETTE COUNTY

SHERIFF'S DEPT

1/8" = 1'-0"1 ROOF PLAN

Revision Schedule

Revision Number Date Description

LEVEL 1

0' - 0"

A3.01

A3.01

NEW STOREFRONT

ENTRY SYSTEM

EXISTING WINDOW SYSTEM

NEW ENTRY CANOPY

NEW EIFS SURFACE WHERE EXISTING

WAS DEMOLISHED

NEW PARAPET CAP @

UPPER PARAPET

EXTERIOR

TERRACE

-0' - 0 1/2"

REPEAT THE EXISTING COLUMN CAPITAL

DETAIL AT NEW COLUMNS

REPEAT COLUMN DIAMETER

AND HEIGHT AT NEW COLUMNS

O V

E R

H A

N G

E Q

U A

L

TO

E X

IS

TI

N G

LEVEL 1

0' - 0"

A3.01

A3.01

OFFICE OF THE SHERIFF

FAYETTE COUNTY, GEORGIA

SIGNAGE, BY OWNER

CMU BLOCK PLANTER

WITH EIFS ON EXPOSED FACES

O V

E R

H A

N G

E Q

U A

L

TO

E X

IS

TI

N G

EXISTING WINDOW SYSTEM

REPEAT THE EXISTING COLUMN CAPITAL

DETAIL AT NEW COLUMNS

REPEAT COLUMN DIAMETER

AND HEIGHT AT NEW COLUMNS

EXTERIOR

TERRACE

-0' - 0 1/2"

COMMISSION NO:

SHEET TITLE:

SHEET NO:

Prepared for

This drawing is property of K.A. Oldham Design, Inc and may not be reproduced or used without the Architect's written permission. (c) 2024

57 PERRY STREET

NEWNAN, GEORGIA 30263

TELEPHONE: (770) 683-9170

FAX: (770) 683- 9171

E-MAIL: info@kaod.com

WEBSITE: www.kaod.com

2372.00

BUILDING ELEVATIONS

A2.01

ISSUED FOR CONSTRUCTION

FAYETTE COUNTY

SHERIFF'S OFFICE

155 JOHNSON AVE

FAYETTEVILLE, GA 30214

FAYETTE COUNTY

SHERIFF'S DEPT

1/2" = 1'-0"1 NEW MAIN ENTRANCE

1/2" = 1'-0"2 NEW MAIN ENTRANCE WITH PLANTER

Revision Schedule

Revision Number Date Description

ROOF

16' - 0"

A3.10

C,9C,8

A3.10

EXISTING ROOF SYSTEM

REPLACE INSULATION

WITH NEW R-19 BATTS

EXISTING STUD WALL

EXISTING STUD FRAMING

NEW EIFS FACIA ON

DENSGLASS

SLOPE TOP TO

FRONT EDGE

TYPE "C" GWB CEILING ON

SUSPENDED GRID. F.V.

HEIGHT TO MATCH EXISTING

4" SQ. TUBE

NEW COLUMN

EXISTING COLUMN

LEVEL 1

0' - 0"

ROOF

16' - 0"

BULLETPROOF WINDOW SYSTEM

BY CHICAGO BULLET PROOF

ONE WAY MIRROR

TV MONITOR MOUNTED ON

WALL, PROVIDE BLOCKING AS

NEEDED, TYP.

NEW 2X2 SUSPENDED CEILING

SECURITY TRANSACTION DRAWER

(B.O.D.) AMERICAN VAULT 300 SERIES

DEAL DRAWER MODEL 1000A

(B.O.D.) QUIKSERV TI-3036 STYLE

TICKET WINDOW WITH DEAL TRAY

NEW HARD CEILING TO

MATCH EXISTING

FEDERAL BRACE CHEVRON 18X18

STAINLESS STEEL COUNTERTOP BRACKET

A3.11

A3.02

SIM

" 2

/2

LEVEL 1

0' - 0"

ROOF

16' - 0"

EIFS FINISH, TO MATCH

EXISTING

DENSGLASS

TYPE "C" GWB CEILING ON

SUSPENDED GRID, FIELD VERIFY

HEIGHT TO MATCH EXISTING

5/8" GWB

6" MTL STUD

REPLACE EXISTING PARAPET

CAP W/ NEW LIKE MATERIAL

EXISTING ROOF SYSTEM

EXISTING STUD WALL

EXISTING STUD FRAMING

EXTERIOR

TERRACE

-0' - 0 1/2"

EXISTING SLAB

TOPPING SLAB

LEVEL 1

0' - 0"

ROOF

16' - 0"

BULLETPROOF WINDOW SYSTEM

BY CHICAGO BULLET PROOF

ONE WAY MIRROR

TV MONITOR MOUNTED ON WALL

NEW 2X2 SUSPENDED CEILING

NEW HARD CEILING TO

MATCH EXISTING

/2

FEDERAL BRACE CHEVRON

18X18 STAINLESS STEEL

COUNTERTOP BRACKET

A3.11

A3.02

LEVEL 1

0' - 0"

ROOF

16' - 0"

(B.O.D.) QUIKSERV TI-3036 STYLE

TICKET WINDOW WITH DEAL

TRAY

COUNTERTOP TO BE 2' DEEP AND

TO MATCH ANGLE OF NEW WALL

AND CURVE OF EXISTING, V.I.F.

FEDERAL BRACE CHEVRON 18X18

STAINLESS STEEL COUNTERTOP BRACKET

NEW 2X2 SUSPENDED CEILING

COMMISSION NO:

SHEET TITLE:

SHEET NO:

Prepared for

This drawing is property of K.A. Oldham Design, Inc and may not be reproduced or used without the Architect's written permission. (c) 2024

57 PERRY STREET

NEWNAN, GEORGIA 30263

TELEPHONE: (770) 683-9170

FAX: (770) 683- 9171

E-MAIL: info@kaod.com

WEBSITE: www.kaod.com

2372.00

SECTIONS

A3.01

ISSUED FOR CONSTRUCTION

FAYETTE COUNTY

SHERIFF'S OFFICE

155 JOHNSON AVE

FAYETTEVILLE, GA 30214

FAYETTE COUNTY

SHERIFF'S DEPT

1/2" = 1'-0"4 SECTION THRU NEW MAIN ENTRANCE

1/2" = 1'-0"2 WATCH OFFICE SECTION THROUGH DRAWER

1/2" = 1'-0"1 WALL SECTION

1/2" = 1'-0"5 WATCH OFFICE SECTION

1/2" = 1'-0"3 PASSTHROUGH WINDOW SECTION

Revision Schedule

Revision Number Date Description

1' - 1"

/2

/2

2' - 1"

COORDINATE SCHEDULED LAMINATE

ON 3/4" SUBSTRATE AT BASE

11/16" PLYWOOD SUBSTRATE WITH

ALMOND MELAMINE AT ALL

INTERIOR SURFACES, TYP.

ADJUSTABLE SHELVING WITH

ALMOND MELAMINE FINISH, WOOD

VENEER EXPOSED EDGE.

SPECIFIED DRAWER SYSTEM, WHERE

APPLICABLE. REFER TO INTERIOR

ELEVATIONS FOR LOCATIONS.

SCHEDULED LAMINATE WITH SQUARE

NOSE AT TOP OR SOLID SURFACE. SEE

FINISH LEGEND AND INTERIOR

ELEVATIONS FOR LOCATIONS.

7/16" CORE PLYWOOD WITH

SCHEDULED LAMINATE AT ALL

EXPOSED SURFACES.

5 MM DIAM. HOLES FOR SHELF

SUPPORTS, 2" SPACING SHOWN.

11/16" PLYWOOD SUBSTRATE WITH

ALMOND MELAMINE AT ALL INTERIOR

SURFACES, TYP.

CONSTRUCTION SAME AS BELOW.

2' - 0"

3"

6"

8"

2' - 0"

"1"

SCHEDULED LAMINATE WITH SQUARE

NOSE AT TOP OR CORIAN SOLID SURFACE,

WHERE APPLICABLE. SEE FINISH LEGEND

AND INTERIOR ELEVATIONS FOR

LOCATIONS.

SCHEDULED PLASTIC LAMINATE CUT-

BACK WITH ACCESS PANEL. SEE FINISH

LEGEND AND INTERIOR ELEVATIONS

FOR LOCATIONS.

1' - 1"

7/16" CORE PLYWOOD WITH

SCHEDULED LAMINATE AT ALL

EXPOSED SURFACES.

5 MM DIAM. HOLES FOR SHELF

SUPPORTS, 2" SPACING SHOWN.

11/16" PLYWOOD SUBSTRATE WITH

ALMOND MELAMINE AT ALL INTERIOR

SURFACES, TYP.

CONSTRUCTION SAME AS BELOW.

(3

I N

LEVEL 1

0' - 0"

SCHEDULED LAMINATE. SEE

FINISH LEGEND AND INTERIOR

ELEVATIONS FOR LOCATIONS

FEDERAL BRACE CHEVRON

18X18 STAINLESS STEEL

COUNTERTOP BRACKET

TV MOUNTED TO WALL BY

OWNER, PROVIDE

BLOCKING AS NEEDED

FILE CABINETS, BY OWNER

LEVEL 1

0' - 0"

ONE WAY MIRROR IN A

HOLLOW METAL FRAME

FEDERAL BRACE CHEVRON 18X18

STAINLESS STEEL COUNTERTOP BRACKET

CORIAN SOLID SURFACE, SEE

FINISH LEGEND AND INTERIOR

ELEVATIONS FOR LOCATIONS.

MEETS ADA CODE 902.3:

THE TOPS OF DINING SURFACES

AND WORK SURFACES SHALL BE

28 INCHES MINIMUM AND 34

INCHES MAXIMUM ABOVE THE

FINISH FLOOR OR GROUND.

' - 6

6"

8"

CORIAN SOLID SURFACE AT

ALL EXPOSED SURFACES, SEE

FINISH LEGEND AND INTERIOR

ELEVATIONS FOR LOCATIONS.

/2

' - 6

6"

CORIAN SOLID SURFACE AT

EXPOSED SURFACES, SEE FINISH

LEGEND AND INTERIOR

ELEVATIONS FOR LOCATIONS.

2' - 0"

8"

/2

/2

COMMISSION NO:

SHEET TITLE:

SHEET NO:

Prepared for

This drawing is property of K.A. Oldham Design, Inc and may not be reproduced or used without the Architect's written permission. (c) 2024

57 PERRY STREET

NEWNAN, GEORGIA 30263

TELEPHONE: (770) 683-9170

FAX: (770) 683- 9171

E-MAIL: info@kaod.com

WEBSITE: www.kaod.com

2372.00

MILLWORK DETAILS

A3.02

ISSUED FOR CONSTRUCTION

FAYETTE COUNTY

SHERIFF'S OFFICE

155 JOHNSON AVE

FAYETTEVILLE, GA 30214

FAYETTE COUNTY

SHERIFF'S DEPT

1" = 1'-0"1 TYPICAL MILLWORK - CABINETRY

1" = 1'-0"2 TYPICAL MILLWORK - CABINETRY ADA SINK

1" = 1'-0"4 WATCH OFFICE COUNTERTOP SECTION

1" = 1'-0"5 WATCH OFFICE COUNTERTOP

1" = 1'-0"3 ADA CABINETRY AT WINDOW

1" = 1'-0"6 CABINETRY AT WINDOW

Revision Schedule

Revision Number Date Description

REPLACE INSULATION WITH

NEW R-19 BATT INSULATION

EXISTING STUD WALL

TYPE "C" GWB CEILING ON

SUSPENDED GRID, FIELD

VERIFY HEIGHT TO MATCH

EXISTING

C, 8 C, 9

REPLACE INSULATION

WITH NEW R-19 BATTS

EXISTING UPPER PARAPET

EXISTING ROOF SYSTEM

EXISTING STUD FRAMING

DEMO EIFS AS NEEDED

NEW STRUCTURAL COLUMN

SEE STRUCTURAL DRAWINGS

NEW TPO ROOFING ON

TREATED PLYWOOD

NEW EIFS FACIA ON

DENSGLASS

NEW COLUMN TO

MATCH EXISTING

EXISTING COLUMN

REPLACE EXISTING PARAPET

CAP W/ NEW LIKE MATERIAL

METAL DECKING 2"

THICK

DRAINABLE SYSTEM AT

EIFS EDGE, TYP.

1/2" CONTROL JOINT AT

NEW STUD FRAMING

NEW STRUCTURE, SEE

STRUCTURAL DRAWINGS

FOR DETAILS

TURN TPO ROOFING UP

WALL 8" MINIMUM

SLOPE TOP TO FRONT

EDGE

EIFS TO MATCH EXISTING

COLOR AND TEXTURE

GALVANIZED STEEL

DRIP EDGE

DRIP EDGE REVEAL

AT ALL EDGES

RECESSED CAN LIGHT, SEE

RCP FOR LOCATIONS

EXTERIOR

TERRACE

-0' - 0 1/2"

SPRAY APPLIED

WATERPROOF MEMBRANE

PVC DRAIN ON EACH END

GROUT FILL

FIELD VERIFY EXISTING

HEIGHT OF CONCRETE

EIFS ON EXTERIOR OF CMU

SINAGE ON SURFACE OF

EIFS, BY OTHERS

COMMISSION NO:

SHEET TITLE:

SHEET NO:

Prepared for

This drawing is property of K.A. Oldham Design, Inc and may not be reproduced or used without the Architect's written permission. (c) 2024

57 PERRY STREET

NEWNAN, GEORGIA 30263

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FAX: (770) 683- 9171

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2372.00

SECTION DETAILS

A3.10

ISSUED FOR CONSTRUCTION

FAYETTE COUNTY

SHERIFF'S OFFICE

155 JOHNSON AVE

FAYETTEVILLE, GA 30214

FAYETTE COUNTY

SHERIFF'S DEPT

1 1/2" = 1'-0"1 MAIN ENTRANCE SECTION DETAIL

1 1/2" = 1'-0"2 PLANTER SECTION DETAIL

Revision Schedule

Revision Number Date Description

/2

5/8" GWB

1/2" ARMORCORE PANEL

MIN 3-1/2" THICK SOUND

BATT INSULATION

5/8" GWB

BULLETPROOF WINDOW SYSTEM

BY CHICAGO PROOF

TV MONITOR MOUNTED ON

WALL, BY OWNER, PROVIDE

BLOCKING AS NEEDED, TYP.

NEW 2X2 SUSPENDED CEILING

NEW HARD CEILING

TO MATCH EXISTING

LEVEL 1

0' - 0"

BULLETPROOF WINDOW SYSTEM BY

CHICAGO BULLET PROOF

TV MONITOR MOUNTED ON

WALL, BY OWNER, PROVIDE

BLOCKING AS NEEDED, TYP.

NEW 2X2 SUSPENDED CEILING

SECURITY TRANSACTION DRAWER

(B.O.D.) AMERICAN VAULT 300 SERIES

DEAL DRAWER MODEL 1000A

NEW HARD CEILING TO

MATCH EXISTING

1/2" ARMORCORE PANEL

5/8" GWB

/2

FEDERAL BRACE CHEVRON 18X18

STAINLESS STEEL COUNTERTOP BRACKET

COMMISSION NO:

SHEET TITLE:

SHEET NO:

Prepared for

This drawing is property of K.A. Oldham Design, Inc and may not be reproduced or used without the Architect's written permission. (c) 2024

57 PERRY STREET

NEWNAN, GEORGIA 30263

TELEPHONE: (770) 683-9170

FAX: (770) 683- 9171

E-MAIL: info@kaod.com

WEBSITE: www.kaod.com

2372.00

SECTION DETAILS

A3.11

ISSUED FOR CONSTRUCTION

FAYETTE COUNTY

SHERIFF'S OFFICE

155 JOHNSON AVE

FAYETTEVILLE, GA 30214

FAYETTE COUNTY

SHERIFF'S DEPT

1 1/2" = 1'-0"1 WATCH OFFICE SECTION DETAIL

1 1/2" = 1'-0"2 WATCH OFFICE THROUGH DRAWER SECTION DETAIL

Revision Schedule

Revision Number Date Description

D E F G

WATCH

A162

INTERVIEW

A164

MECH.

A163

HOLDING

A160

HOLDING

A159

8' - 5"

162A

A8.01

.0

F .V

39.06°

.0

/4

3' - 8"

.8

5°

A8.01

PEEL OFF EIFS AND REFACE

FIELD VERIFY TO MAKE WALL AND MIRROR PARALLEL TO SERVICE WINDOW

A8.01

A8.01

QUIKSERV TI-3036 STYLE TICKET WINDOW WITH DEAL TRAY

2' - 5"

162B

A1

A3.01

A3.02

A3.01

COUNTERTOP TO BE 2' DEEP AND TO MATCH ANGLE OF NEW WALL AND CURVE OF EXISTING, V.I.F.

A3.01

135.00°

/2

129.00°

ADD GWB AS NEEDED TO MAKE EXISTING WALL EQUAL TO NEW WALL THICKNESS

A3.02

A3.02

COUNTERTOP TO BE 2' DEEP MIN. AND TO MATCH CURVE OF EXISTING WALL, V.I.F.

ADD BLOCKING AS NEEDED,

DRYWALL TO BE ADDED

BACK AND PAINTED.

17' - 2"

C D E

ELEC ROOM

A170

PUBLIC VESTIBULE

A165

CORRIDOR

A118

OPEN OFFICE

A115

118C

A1

3' - 6"

3' - 6"

OFFICE

A116

115A

115B

178A

OFFICE

A183

OFFICE

A178

SERVER ROOM

A177

FURNITURE FOR

REFERENCE ONLY, TYP.

A3.01

SIM.

A3.01

SIM.

A8.01

SIM.

2' - 0"

3' - 0"

6' - 10"

21' - 1 7/16"

.0

13' - 5 5/8"

7'

5/

8"

A3.02

A3.02

A3.02

A3.02

COMMISSION NO:

SHEET TITLE:

SHEET NO:

Prepared for

This drawing is property of K.A. Oldham Design, Inc and may not be reproduced or used without the Architect's written permission. (c) 2024

57 PERRY STREET

NEWNAN, GEORGIA 30263

TELEPHONE: (770) 683-9170

FAX: (770) 683- 9171

E-MAIL: info@kaod.com

WEBSITE: www.kaod.com

2372.00

PLAN DETAILS

A4.01

ISSUED FOR CONSTRUCTION

FAYETTE COUNTY

SHERIFF'S OFFICE

155 JOHNSON AVE

FAYETTEVILLE, GA 30214

FAYETTE COUNTY

SHERIFF'S DEPT

1/2" = 1'-0"1 WATCH OFFICE ENLARGED PLAN

1/4" = 1'-0"2 RECORDS ENLARGED PLAN

Revision Schedule

Revision Number Date Description

B C D E

A2.01

A6.01

A3.01

FILL EXISTING SLOPED AREA TO MATCH

EXISTING FINISHED FLOOR WITH GYPSUM

BASED CONCRETE TOPPING SLAB

A7.01

1' - 0"

1' - 0"

4' - 4" 7' - 0" F.V.

7'

/8

A2.01

A3.01

2' - 0"

2' - 0"

EXTEND EXISTING SPRINKLER

PIPE WORK TO NEW AREA AND

ALLOW FOR TWO NEW HEADS

B

B

0'

2" 0'

8"

2'

0"

0'

8"

0'

2"

7'

1/

4"

20' - 0"

EIFS FINISH

CMU BLOCK WALL

DRAINAGE

5'

7/

8"

/8

5'

3/

4" F .V

COLUMNS TO BE ALIGNED

/1

COMMISSION NO:

SHEET TITLE:

SHEET NO:

Prepared for

This drawing is property of K.A. Oldham Design, Inc and may not be reproduced or used without the Architect's written permission. (c) 2024

57 PERRY STREET

NEWNAN, GEORGIA 30263

TELEPHONE: (770) 683-9170

FAX: (770) 683- 9171

E-MAIL: info@kaod.com

WEBSITE: www.kaod.com

2372.00

PLAN DETAILS

A4.02

ISSUED FOR CONSTRUCTION

FAYETTE COUNTY

SHERIFF'S OFFICE

155 JOHNSON AVE

FAYETTEVILLE, GA 30214

FAYETTE COUNTY

SHERIFF'S DEPT

1/2" = 1'-0"1 MAIN ENTRANCE - ENLARGED PLAN

Revision Schedule

Revision Number Date Description

2' - 0"

M A

X

BA C D E

H C

P

(A D

A

M

A X

HGF

SEE PLUMB ELEV.

I

J

M A

X

1' - 0" 3' - 6" MIN.

54" MIN.

7"- 9" MAX.

M

IN

M

A X

SIDE ELEVATION

D

IS

P

E N

S E R

L O

C A

TI

O

N

FRONT ELEVATION

3' - 0" 0' - 6"

1' - 6"

3' - 6" MIN.

M

IN

M

IN

M

A X

E F G

RR

A166.1

RR

A166.2 JANITOR

A166.3

9' - 9 5/8" 8' - 0"

A

LI

G N

MS-1

ALIGN

166.2 166.3

B

J C

B

1' - 3"

G

1' - 6" 1' - 3"

C B

F

H

F

1' - 6"

G

A

EE

166.1

H

A

B

LAV-1LAV-1

WC-1WC-1 D D

PLUMBING FIXTURE ACCESSORY LIST

MANUFACTURER MODEL # DESCRIPTION

A AMERICAN SPECIALTIES 04697-9 TRADITIONAL PAPER TOWEL DISPENSER & WASTE RECEPTACLE - SURFACE MOUNTED

B AMERICAN SPECIALTIES 20650-B2436 TEMPERED STAINLESS STEEL MIRROR (24" W X 36" H)

C AMERICAN SPECIALTIES 20364 ROVAL SURFACE MOUNTED AUTOMATIC LIQUID SOAP DISPSENSER

D AMERICAN SPECIALTIES 20030 ROVAL SURFACE MOUNTED TWIN HIDE-A-ROLL TOILET TISSUE DISPENSER

F

G

H AMERICAN SPECIALTIES

TAG

3801-42 42" GRAB BAR W/ CONCEALED FLANGE COVERS

3801-36 36" GRAB BAR W/ CONCEALED FLANGE COVERS

20477-SM ROVAL SURFACE MOUNTED TOILET SEAT COVER DISPENSER

E AMERICAN SPECIALTIES 0714 COAT HOOK

PLUMBING FIXTURE SCHEDULE

FIXTURE CW SPECIFICATION

WC-1 WATER CLOSET- WALL MTD. - ADA 1"

KOHLER K-84325 W/ BEMIS 1655CT SEAT, ZURIN Z6000AV (128 GPF) MANUAL FLUSH

VALVE AND WALL MOUNTED CARRIER W/ ADA FLOOR MOUNTED UPRIGHTS. PROVIDE

W/ ADA COMPLIANT INSTALLATION.

TAG HW

N/A

WASTE

4"

VENT

2"

LAV-1 WALL MOUNTED SINK

MS-1 MOP SINK- STANDARD 3/4" 3/4" 3" 2"

WILLIAMS SB-902 RECEPTOR W/ MOEN 8124 VACUUM BREAK FAUCET TILING FLANGE,

AND SPLASH CATCHER PANELS.

WALL MOUNTED LAVATORY, AMERICAN STANDARD LUCERNE, MODEL 0355012.020

WITH SINGLE CENTER FAUCET HOLE, FAUCET SHALL BE CHICAGO FAUCETS MODEL

410, SINGLE CONTROL DECK MOUNTED FAUCET, 0.5 GPM.

1/2" 1/2" 1-1/2" 1-1/4"

EXISTING CONECTION POINTS AND SIZES TO BE FIELD VERIFIED.

FD FLOOR DRAIN N/A

JR SMITH 2000 WITH 6" TYPE B SQUARE ADJUSTABLE STRAINER WITH SATIN NICKEL

BRONZE FINISH. PROVIDE WITH VANDAL PROOF SECURED TOP AND TRAP PRIMER.N/A N/AN/A

AMERICAN SPECIALTIES

AMERICAN SPECIALTIES

COMMISSION NO:

SHEET TITLE:

SHEET NO:

Prepared for

This drawing is property of K.A. Oldham Design, Inc and may not be reproduced or used without the Architect's written permission. (c) 2024

57 PERRY STREET

NEWNAN, GEORGIA 30263

TELEPHONE: (770) 683-9170

FAX: (770) 683- 9171

E-MAIL: info@kaod.com

WEBSITE: www.kaod.com

2372.00

RESTROOM DETAILS

A4.10

ISSUED FOR CONSTRUCTION

FAYETTE COUNTY

SHERIFF'S OFFICE

155 JOHNSON AVE

FAYETTEVILLE, GA 30214

FAYETTE COUNTY

SHERIFF'S DEPT

3/8" = 1'-0"

PLUMBING ACCESSORIES HT INSTALLATION

3/8" = 1'-0"

PLUMBING ACCESSORY STANDARDS

1/2" = 1'-0"3 RESTROOM ENLARGED PLAN

Revision Schedule

Revision Number Date Description

A

3' - 0"

B

3' - 0"3' - 0"

0' - 5" 0' - 10"

FINISHED FLOOR

/2

5' - 0"

2' - 6"

REMARKS

A. PROVIDE THRESHOLD AND WEATHERSTRIPPING ON INTERIOR DOOR.

B. PROVIDE AUTOMATIC DOOR OPERATOR

C. PROVIDE SOUND GASKETING AND AUTOMATIC DOOR BOTTOM

D. PROVIDE SWEEP AT DOOR BOTTOM AS REQ'D TO MAINTAIN SMOKE-TIGHT INTERGRITY OF OPENING

E. PROVIDE ELECTRIFIED HOLD-OPEN DEVICES

DOOR GENERAL NOTES

1. WEATHER-STRIPPING SHALL BE PROVIDED AT HEAD AND JAMS OF ALL EXTERIOR DOORS

2. ALL THRESHOLD SHALL CONFORM TO HANDICAP ACCESS REQUIREMENTS

3. ALL UNCOVERED EXTERIOR DOOR OPENIGS SHALL BE WEATHERPROOFED AS REQUIRED

TO MAINTAIN INTERGRITY OF OPENING

GLAZING LEGEND

1" INSULATED TEMPERED1 1/4" CLEAR4

WINDOW GENERAL NOTES:

1. TEMPERED GLAZING SHALL BE PROVIDED IN ALL LOCATIONS WHERE WINDOWS OR GLAZING IS LOCATED WITHIN 4'-0" OF INTERIOR OR EXTERIOR DOORS AND BELOW DOOR HEAD HEIGHT.

2. SEE WINDOW ELEVATIONS FOR GLAZING TYPES.

3. SECTIONS THROUGH WINDOW MEMBERS ARE SHOWN SCHEMATICALLY - ACTUAL CONFIGURATIONS MAY DIFFER FOR VARIOUS APPROVED MFR.'S.

4. ROUGH OPENINGS ARE SHOWN ON WINDOW ELEVATIONS. ACTUAL WINDOW UNITS SHOULD BE CONSTRUCTED TO MEET TOLERANCES NECESSARY FOR PROPER HORIZONTAL AND VERTICAL ALIGNMENT

OF SYSTEMS AND CONFORMANCE W/ DETAILS AND SPECIFICATIONS OF THE CONTRACT DOCUMENTS.

5. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.

6. WINDOW MFR. SHALL BE RESPONSIBLE FOR PROVIDING ANY ADDITIONAL MULLION REINFORCEMENT NECESSARY TO MEET ALL SPECIFIED LOADING CRITERIA.

1" INSULATED2 1/4" CLEAR TEMPERED3 BULLETPROOF5

S E E S

C H

E D

U

LE

0' - 2" SEE SCHEDULE 0' - 2"

S E E S

C H

E D

U

LE

0' - 2" SEE SCHEDULE 0' - 2"

1' - 2 1/2" 6' - 2 1/2" 6' - 2 1/2" 1' - 2 1/2"

1 1

111111

FRAME BEYOND

SCHEDULED DOOR

FINISH CHANGE AND TRANSITION

STRIP BELOW DOOR

SCHEDULED WALL

SCHEDULED HEADER PER

STRUCTURAL DRAWINGS

METAL FRAME TO WRAP WALL

SCHEDULED DOOR

0' - 2"

SCHEDULED WALL

SCHEDULED HEADER PER

STRUCTURAL DRAWINGS

METAL FRAME TO WRAP WALL

SCHEDULED DOOR

COMMISSION NO:

SHEET TITLE:

SHEET NO:

Prepared for

This drawing is property of K.A. Oldham Design, Inc and may not be reproduced or used without the Architect's written permission. (c) 2024

57 PERRY STREET

NEWNAN, GEORGIA 30263

TELEPHONE: (770) 683-9170

FAX: (770) 683- 9171

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WEBSITE: www.kaod.com

2372.00

DOOR/ WINDOW SCHEDULE

A6.01

ISSUED FOR CONSTRUCTION

FAYETTE COUNTY

SHERIFF'S OFFICE

155 JOHNSON AVE

FAYETTEVILLE, GA 30214

FAYETTE COUNTY

SHERIFF'S DEPT

DOOR SCHEDULE

DOOR

# ROOM NAME WIDTH HEIGHT THICKNESS

FIRE

RATING

DOOR FRAME HDWR

NO. ADDTL. HARDWARE COMMENTSTYPE MATERIAL FINISH TYPE MATERIAL FINISH

101 OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" -- A SCWD STAIN 1 HM PAINT 3

102 OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

114 RECORDS 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

115A OPEN OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" -- A SCWD STAIN 1 HM PAINT 3

115B OPEN OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" -- A SCWD STAIN 1 HM PAINT 3

116 OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" -- A SCWD STAIN 1 HM PAINT 3

118A CORRIDOR 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

118B CORRIDOR 6' - 0" 7' - 0" 0' - 2" B HM, GLASS PAINT 2 HM PAINT 5 SECURE CARD READER EGRESS

118C CORRIDOR 3' - 0" 7' - 0" 0' - 1 3/4" -- A SCWD STAIN 1 HM PAINT 4 SECURE CARD READER

119 TRAINING 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

120A OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

120B OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" -- A SCWD STAIN 1 HM PAINT 3

121A GREEN RM 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

121B GREEN RM 2' - 6" 7' - 0" 0' - 1 3/4" A SCWD STAIN 1 HM PAINT 3

148 CORRIDOR 6' - 0" 7' - 0" 0' - 2" B HM, GLASS PAINT 2 HM PAINT 5 SECURE CARD READER EGRESS

149 SHIFT OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

150 SHIFT OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" -- A SCWD STAIN 1 HM PAINT 3

151 CORRIDOR 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

153 OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

154 OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

155 OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

156 OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

157 OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

158 OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

159 HOLDING 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

160 HOLDING 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

161 CORRIDOR 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

162A WATCH OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" -- A SCWD STAIN 1 HM PAINT 4 SECURE CARD READER

162B WATCH OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" -- A SCWD STAIN 1 HM PAINT 3

162C WATCH OFFICE 0' - 0" 0' - 0" CASED OPENING

162D WATCH OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

163 MECHANICAL ROOM 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

164 INTERVIEW 3' - 0" 7' - 0" 0' - 1 3/4" -- EXISTING

165A PUBLIC VESTIBULE 6' - 0" 7' - 0" 3/A6.01 ALUM, GLASS MANUF. 3/A6.01 ALUM. ALUM. SECURE CARD READER EGRESS

165B PUBLIC VESTIBULE 6' - 0" 7' - 0" 3/A6.01 ALUM, GLASS MANUF. 3/A6.01 ALUM. ALUM. SECURE CARD READER EGRESS

165C PUBLIC VESTIBULE 3' - 0" 7' - 0" 0' - 1 3/4" 4 SECURE CARD READER EXISTING

165D PUBLIC VESTIBULE 3' - 0" 7' - 0" 0' - 1 3/4" -- A SCWD STAIN 1 HM ALUM. 4 SECURE CARD READER

166.1 RR 3' - 0" 7' - 0" 0' - 1 3/4" -- A SCWD STAIN 1 HM PAINT 1

166.2 RR 3' - 0" 7' - 0" 0' - 1 3/4" -- A SCWD STAIN 1 HM PAINT 1

166.3 JANITOR 3' - 0" 7' - 0" 0' - 1 3/4" -- A SCWD STAIN 1 HM PAINT 2

168 EMPLOYEE RESTROOM 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

169 EMPLOYEE RESTROOM 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

171A TV ROOM 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

171B TV ROOM 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

171C TV ROOM 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

172 OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

173 OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

174 OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

175A OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

175B OFFICE 2' - 6" 7' - 0" 0' - 1 3/4" EXISTING

176 CORRIDOR 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

177 SERVER ROOM 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

178A OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

178B OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

179 RR 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

181 CONF. RM 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

182 STORAGE 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

183 OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" EXISTING

1/2" = 1'-0"

DOOR TYPES

1/2" = 1'-0"

WINDOW TYPES

1/2" = 1'-0"2 FRAME TYPES

1/2" = 1'-0"4 STOREFRONT ELEVATION 1

1 1/2" = 1'-0"5 TYP MTL STUD SILL DETAIL

1 1/2" = 1'-0"6 TYP MTL STUD JAMB DETAIL

1 1/2" = 1'-0"7 TYP MTL STUD HEAD DETAIL

Revision Schedule

Revision Number Date Description

A B C D E F G H I J K L M

UNAFFECTED

UNAFFECTED

OFFICE

A101

OFFICE

A102

RECORDS

A114

OFFICE

A120

GREEN RM

A121

TRAINING

A119

OPEN OFFICE

A115

CONF. RM

A181

RR

A179

OFFICE

A175

OFFICE

A174

OFFICE

A173

OFFICE

A172

TV ROOM

A171

STORAGE

A182

SERVER ROOM

A177

OFFICE

A178

OFFICE

A183

CORRIDOR

A176

WAITING

A185

CORRIDOR

A118

EMPLOYEE

RESTROOM

A168

EMPLOYEE

RESTROOM

A169

ELEC ROOM

A170

OFFICE

A155

OFFICE

A154

OFFICE

A153

OFFICE

A156

OFFICE

A157

OFFICE

A158

CORRIDOR

A151

SHIFT OFFICE

A150

OFFICE

A152

SHIFT OFFICE

A149

CLO.

A161

HOLDING

A159

HOLDING

A160

MECH.

A163

WATCH

A162

INTERVIEW

A164

CORRIDOR

A148

PUBLIC VESTIBULE

A165

RR

A166.1

RR

A166.2 JANITOR

A166.3

OFFICE

A116

LVP-2

LVP-2

LVP-1

LVP-1

LVP-1

LVP-2

LVP-2

TL-1

LVP-2

LVP-2

LVP-2

LVP-2

LVP-2

PT-3 PT-3 PT-3

P T-

LVP-2

LVP-2

CORRIDOR

A151

COMMISSION NO:

SHEET TITLE:

SHEET NO:

Prepared for

This drawing is property of K.A. Oldham Design, Inc and may not be reproduced or used without the Architect's written permission. (c) 2024

57 PERRY STREET

NEWNAN, GEORGIA 30263

TELEPHONE: (770) 683-9170

FAX: (770) 683- 9171

E-MAIL: info@kaod.com

WEBSITE: www.kaod.com

2372.00

FINISH PLAN

A6.10

ISSUED FOR CONSTRUCTION

FAYETTE COUNTY

SHERIFF'S OFFICE

155 JOHNSON AVE

FAYETTEVILLE, GA 30214

FAYETTE COUNTY

SHERIFF'S DEPT

1/8" = 1'-0"1 FINISH PLAN

Revision Schedule

Revision Number Date Description

INTERIOR FINISH LEGEND

KEYNOTE MATERIAL MANUFACTURER COLOR/FINISH DESCRIPTION AND NOTES CONTACT

PT-1 PAINT SHERWIN WILLIAMS SW 7014 EIDER WHITE GENERAL PAINT

TL-1 TILE DALTILE COHESION, DARK GREY CO26 12X24 FLOOR TILE

RB-1 RUBBER BASE MATCH EXISTING

CT-1 CEILING TILE ARMSTRONG WHITE OPTIMA LAY-IN AND TEGULAR

PL-1 PLASTIC LAMINATE WILSONART EBONY RECON 7997-38

WALL FINISHES

FLOOR FINISHES

WALL BASE FINISHES

CEILING FINISHES

MILLWORK CABINET FINISHES

MILLWORK COUNTER FINISHES

LVP-1

LVP-2

KARNDEAN

KARNDEAN

OPUS WOOD, WEATHERED ELM WP511

TL-2 TILE BASE DALTILE COHESION, DARK GREY CO26 S36C9 COVE BASE 6X12

CEILING PAINT SHERWIN WILLIAMS SW 7004 SNOWBOUND HARD CEILING PAINT

SS-1 SOLID SURFACE

PT-2 PAINT SHERWIN WILLIAMS SW 7018 DOVETAIL DOOR TRIM/ WINDOW TRIM PAINT

GR-1 GROUT MAPEI PEARL GRAY 5019 USE W/ TL-1

LUXURY VINYL PLANK

LUXURY VINYL PLANK

PT-4

HI-MACS WHITE QUARTZ G004

ST-1 STAIN MINWAX MATCH PL-1 DOOR STAIN

PT-3 PAINT SHERWIN WILLIAMS SW 7014 EIDER WHITE EPOXY PAINT FOR RESTROOM WET WALLS

KORLOK RESERVE, SMOKED AMERICAN MAPLE RCP6545

SS-2 SOLID SURFACE FORMICA 415 LUNA STEEL

COMMISSION NO:

SHEET TITLE:

SHEET NO:

Prepared for

This drawing is property of K.A. Oldham Design, Inc and may not be reproduced or used without the Architect's written permission. (c) 2024

57 PERRY STREET

NEWNAN, GEORGIA 30263

TELEPHONE: (770) 683-9170

FAX: (770) 683- 9171

E-MAIL: info@kaod.com

WEBSITE: www.kaod.com

2372.00

FINISH SCHEDULE AND LEGEND

A6.11

ISSUED FOR CONSTRUCTION

FAYETTE COUNTY

SHERIFF'S OFFICE

155 JOHNSON AVE

FAYETTEVILLE, GA 30214

FAYETTE COUNTY

SHERIFF'S DEPT

FINISH SCHEDULE

ROOM NO. ROOM NAME

FLOORS WALLS

FLOOR BASE GROUT…