EXH A 25_15 Project Plans.pdf

Sheet Number:

Project Number:

Project Name:

Client:

Copyright (c) 2024 Praxis3, LLC

All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by Praxis3 shall retain all common law, statutory and other reserved rights, including copyright thereto.

This drawing may not be reproduced in whole or in part without written permission of Praxis3. It is to be returned upon request. Scales as stated are valid on the original drawings.

100 Peachtree St NW Suite 1450 Atlanta, GA 30303

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404-875-4500 tel www.praxis3.com

P 3RAXIS

PROJECT DESCRIPTION

Key Plan:

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/2

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G001

Cover, Project

Directory, Sheet Index, Notes

23113

Clayton County Board of Commissioners

Clayton Co. Archives & Elections

1117 Battle Creek Rd., Jonesboro, GA

112 Smith St. Jonesboro, GA 30236

Clayton Co. Archives & Elections Jonesboro, GA

March 20, 2024 - Permit and Construction

This project is a renovation and alteration to an existing warehouse space. Three new offices, a multipurpose room, new breakroom and restrooms are to be added. Scope of work will include limited mechanical, electrical, and plumbing work.

SHEET INDEX

SHEET # SHEET NAME 1

.0

.2

S D

S E

T

.0

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C D

S E

T

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P E

R M

IT

C O

N S

T R

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T

IO

N

General

G001 Cover, Project Directory, Sheet Index, Notes O O O

G002 Abbr, Symbols, Code Information O O

G003 Code Information - Occupancy O O O

Demolition

AD200 Floor Plan - Demolition O O O

Architectural

A100 Site Plan O O O

A200 Floor Plan - Overall O O O

A201 Floor Plan & Reflected Ceiling Plan O O O

A251 FFE & Finish Plans O O O

A400 Exterior Elevations O O O

A510 Door Schedule & Types, Frame Elevations O O O

A610 Building Sections O O O

A810 Enlarged Restroom Plans & Elevations O O O

A910 Casework Elevations & Details O O O

Mechanical

M201 Floor Plan - Mechanical O O

M203 Roof Plan - Mechanical O

Plumbing

P001 Plumbing General O

P201 Floor Plan - Plumbing O O

Electrical

E001 Electrical Symbols, Legend and Notes O

E002 Electrical Panel Schedules O

E201 Floor Plan - Electrical O O

MEP ENGINEER

CLIENT

ARCHITECT

MEHA Engineering, Inc.

5236 Old Nprcross Rd.

Norcross, GA 30071 David Lu dlu@mehaeng.com

Clayton County Board of Commissioners 112 Smith St.

Jonesboro, GA 30236 John.Mazzarella@claytoncountyga.gov

Praxis3 LLC 100 Peachtree St NW, Suite 1450 Atlanta, GA 30303 404.875.4500 Kristin Frailey kfrailey@praxis3.com Garrett Womble gwomble@praxis3.com

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THE REQUIREMENTS

LISTED IN THE PROJECT MANUAL AND THE DRAWINGS (CONTRACT DOCUMENTS)

INCLUDING BUT NOT LIMITED TO THE FOLLOWING:

1. FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING ANY WORK.

VERIFY EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED PRIOR TO COMMENCING

CONSTRUCTION. NOTIFY THE ARCHITECT OF ALL INCONSISTENCIES. DO NOT COMMENCE

THE WORK PRIOR TO RECEIPT OF MODIFICATIONS FROM THE ARCHITECT.

2. DO NOT SCALE THE DRAWINGS. IF DIMENSIONS ARE MISSING, NOTIFY THE ARCHITECT.

3. REVIEW AND APPROVE ALL SUBMITTALS BEFORE SUBMITTING TO THE ARCHITECT. THE

ARCHITECT SHALL REVIEW SUBMITTALS FOR GENERAL CONFORMANCE WITH THE

CONTRACT DOCUMENTS. ARCHITECTS APPROVAL OF SPECIFIC COMPONENTS DOES NOT

INDICATE APPROVAL OF THE COMPLETE ASSEMBLY. THE GENERAL CONTRACTOR IS

SOLELY RESPONSIBLE FOR CORRECTING ALL NONCOMPLYING WORK INSTALLED

WITHOUT ARCHITECT ACCEPTED SUBMITTALS.

4. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL WORK AND MATERIALS

INCLUDING THAT OF ALL SUBCONTRACTORS.

5. REPORT TO THE ARCHITECT ALL ERRORS, INCONSISTENCIES OR OMISSIONS FOUND IN

THE CONTRACT DOCUMENTS. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR

CORRECTING ALL ERRORS NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT.

CORRECTION OF ERRORS SHALL BE APPROVED BY THE ARCHITECT.

6. LOCATE ALL EXISTING UTILITIES INCLUDING ANY NOT SHOWN IN THE CONTRACT

DOCUMENTS. PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING THE EXECUTION

OF THE WORK. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CORRECTING ANY

DAMAGE CAUSED BY OPERATIONS DURING THE EXECUTION OF THE WORK.

7. PROVIDE ALL TEMPORARY SUPPORT FACILITIES INCLUDING BUT NOT LIMITED TO:

a. WATER

b. ELECTRICAL POWER

c. TOILET FACILITIES.

8. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SAFETY AND SECURITY OF THE SITE

UNTIL THE COMPLETION OF PROJECT CLOSEOUT.

9. REMOVE ALL DEBRIS FROM THE SITE DAILY. THE SITE SHALL BE KEPT BROOM CLEAN

AT ALL TIMES.

10.PERMANENTLY IDENTIFY ALL FIRE AND SMOKE BARRIERS AND PARTITIONS, INCLUDING

BUT NOT LIMITED TO:

a. RATED CORRIDOR WALLS.

b. SMOKE BARRIERS AND PARTITIONS.

c. HORIZONTAL EXITS.

d. EXIT ENCLOSURES.

WITH MINIMUM ONE INCH HIGH LETTERS IN SIGNS OR STENCILING, LOCATED ABOVE

CEILING OR OTHER CONCEALED LOCATIONS, SPACED A MAXIMUM OF 10 FEET ON CENTER;

PROVIDE THE FOLLOWING CONTENT:

“FIRE AND/OR SMOKE RATED WALL-PROTECT ALL OPENINGS”

11.MAINTAIN ALL FIRE AND SMOKE RATINGS SHOWN IN THE CONTRACT DOCUMENTS.

PROVIDE A RATED ASSEMBLY, APPROVED BY A NATIONALLY RECOGNIZED TESTING

AGENCY, AT ALL OPENINGS AND PENETRATIONS.

12.SWING ALL DOORS IN THE MEANS OF EGRESS IN THE DIRECTION OF EXIT TRAVEL.

PROVIDE EMERGENCY HARDWARE ON ALL EXIT ENCLOSURES AND AT ALL EXIT

DISCHARGE.

13.PROVIDE LEVER HANDLE OR PUSH OPERATED HARDWARE ON ALL DOORS NOT IN THE

MEANS OF EGRESS.

14.PROVIDE ONE AND ONE HALF INCH TUBES FOR ALL HANDRAILS AND GUARDRAILS.

SMALLER TUBE AND PIPE SIZED ARE ALLOWED FOR THE SUPPORT ASSEMBLY IN

COMPLIANCE WITH ALL CODES ADOPTED BY THE JURISDICTION HAVING AUTHORITY.

15.DO NOT INTERCONNECT DUCT SYSTEMS WITH OTHER BUILDING EXHAUST SYSTEMS.

16.COMBUSTIBLE INTERIOR TRIM SHALL BE CLASS A, B OR C WITH A FLAME SPREAD

RATING OF 200 OR LESS.

17.MAINTAIN AND PROTECT ONE SET OF APPROVED PERMIT DOCUMENT ON SITE AT ALL

TIMES. DO NOT ALLOW WORKMEN ACCESS TO THE PERMIT DOCUMENTS.

18.MAINTAIN AND KEEP CURRENT, RECORD DOCUMENTS INCLUDING BUT NOT LIMITED TO

THE DRAWINGS AND THE PROJECT MANUAL. POST ALL ADDENDA, CHANGE ORDERS AND

MINOR CHANGES IN THE WORK DAILY. CONFIRM ALL CONSTRUCTION DRAWINGS ARE

CURRENT.

GENERAL NOTES

ALL WORK SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (2010) AND

LOCAL ACCESSIBILITY REGULATIONS TO INCLUDE BUT NOT LIMITED TO THE FOLLOWING:

1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE LOCATED ALONGSIDE THE

DOOR AT THE LATCH SIDE OF ALL ACCESSIBLE RESTROOM FACILITIES.

2. WATER CLOSETS SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR

AND ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 16 INCHES MINIMUM

TO 18 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION. THE SEAT HEIGHT OF A

WATER CLOSET ABOVE THE FINISH FLOOR SHALL BE 17 INCHES MINIMUM AND 19 INCHES

MAXIMUM MEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE SPRUNG TO

RETURN TO A LIFTED POSITION.

3. ACCESSIBLE URINALS SHALL BE THE STALL-TYPE OR THE WALL-HUNG TYPE WITH THE

RIM 17 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. URINALS SHALL BE 13 1/2

INCHES DEEP MINIMUM MEASURED FROM THE OUTER FACE OF THE URINAL RIM TO THE

BACK OF THE FIXTURE. PROVIDE A CLEAR FLOOR SPACE 30” X 48” IN FRONT OF THE

ACCESSIBLE URINAL.

4. LAVATORIES SHALL BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM OR

COUNTER SURFACE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR WITH A CLEARANCE

OF 29” FROM THE FLOOR TO THE BOTTOM OF THE APRON. SPACE UNDER A LAVATORY

BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL BE

CONSIDERED KNEE CLEARANCE. KNEE CLEARANCE SHALL EXTEND 25 INCHES MAXIMUM

UNDER AN ELEMENT AT 9 INCHES ABOVE THE FINISH FLOOR. THE KNEE CLEARANCE

SHALL BE 11 INCHES DEEP MINIMUM AT 9 INCHES ABOVE THE FINISH FLOOR AND 8 INCHES

DEEP MINIMUM AT 27 INCHES ABOVE THE FINISH FLOOR. SPACE UNDER A LAVATORY

BETWEEN THE FINISH FLOOR OR GROUND AND 9 INCHES ABOVE THE FINISH FLOOR OR

GROUND SHALL BE CONSIDERED TOE CLEARANCE. TOE CLEARANCE SHALL EXTEND 25

INCHES MAXIMUM AND 17 INCHES MINIMUM UNDER A LAVATORY. KNEE CLEARANCE SHALL

BE 30 INCHES WIDE MINIMUM.

5. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE

INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL

BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS.

6. CONTROLS FOR FAUCETS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT

REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE

REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. HAND-

OPERATED METERING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MINIMUM.

7. MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED

WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE

FINISH FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE LAVATORIES OR

COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING

SURFACE 35 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.

8. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED

FOR ANY FIXTURE. DOORS SHALL BE PERMITTED TO SWING INTO THE REQUIRED TURNING

SPACE.

9. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33 INCHES MINIMUM

AND 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE

GRIPPING SURFACE. GRAB BARS AND ANY WALL OR OTHER SURFACES ADJACENT TO

GRAB BARS SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE

ROUNDED EDGES. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. ALLOWABLE

STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR

HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BAR,

FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE.

10. DRINKING FOUNTAINS SHALL BE PROVIDED WITH SPOUT OUTLETS AT 36 INCHES

MAXIMUM ABOVE THE FINISH FLOOR AND 38 INCHES MINIMUM AND 43 INCHES MAXIMUM

ABOVE THE FINISH FLOOR OR GROUND. THE SPOUT SHALL BE LOCATED 15 INCHES

MINIMUM FROM THE VERTICAL SUPPORT AND 5 INCHES MAXIMUM FROM THE FRONT EDGE

OF THE UNIT, INCLUDING BUMPERS. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4

INCHES HIGH MINIMUM AND SHALL BE LOCATED 5 INCHES MAXIMUM FROM THE FRONT OF

THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY

RELATIVE TO THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARE LOCATED LESS THAN 3

INCHES OF THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 30

DEGREES MAXIMUM. WHERE SPOUTS ARE LOCATED BETWEEN 3 INCHES AND 5 INCHES

MAXIMUM FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE

15 DEGREES MAXIMUM.

11. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90

DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES

FROM THE LATCH IS 5 SECONDS MINIMUM.

12. FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE ALLOWABLE BY THE

APPROPRIATE ADMINISTRATIVE AUTHORITY. THE FORCE FOR PUSHING OR PULLING OPEN

A DOOR OR GATE OTHER THAN FIRE DOORS SHALL BE 5 POUNDS MAXIMUM. THESE

FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR

DISENGAGE OTHER DEVICES THAT HOLD THE DOOR OR GATE IN A CLOSED POSITION.

13. FIRE ALARM SYSTEMS SHALL HAVE PERMANENTLY INSTALLED AUDIBLE AND VISIBLE

ALARMS COMPLYING WITH NFPA 72 AND ANSI A117.1, EXCEPT THAT THE MAXIMUM

ALLOWABLE SOUND LEVEL OF AUDIBLE NOTIFICATION APPLIANCES COMPLYING WITH

SECTION 4-3.2.1 OF NFPA 72 SHALL HAVE A SOUND LEVEL NO MORE THAN 110 DB AT THE

MINIMUM HEARING DISTANCE FROM THE AUDIBLE APPLIANCE.

14. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT.

CHANGES IN LEVEL OF 1/4 INCH HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL.

CHANGES IN LEVEL BETWEEN 1/4 INCH HIGH MINIMUM AND 1/2 INCH HIGH MAXIMUM SHALL

BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2.

15. FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERING CLEARANCES AT

DOORS SHALL COMPLY WITH 15. CHANGES IN LEVEL ARE NOT PERMITTED.

EXCEPTIONS:

1. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED.

2. CHANGES IN LEVEL AT THRESHOLDS COMPLYING WITH 16 SHALL BE PERMITTED.

16. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH HIGH MAXIMUM.

ACCESSIBILITY NOTES

NOT TO SCALE

LOCATION MAP

1117 Battle Creek Rd.

Jonesboro, GA 30236

Rev Date Comments

10.03.23 SD Set

11.07.23 75% CD Set

03.20.24 Permit and

Construction

Sheet Number:

Project Number:

Project Name:

Client:

Copyright (c) 2024 Praxis3, LLC

All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by Praxis3 shall retain all common law, statutory and other reserved rights, including copyright thereto.

This drawing may not be reproduced in whole or in part without written permission of Praxis3. It is to be returned upon request. Scales as stated are valid on the original drawings.

100 Peachtree St NW Suite 1450 Atlanta, GA 30303

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Sheet Title:

404-875-4500 tel www.praxis3.com

P 3RAXIS

Key Plan:

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:1 5:

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G002

Abbr, Symbols, Code Information

23113

Clayton County Board of Commissioners

Clayton Co. Archives & Elections

1117 Battle Creek Rd., Jonesboro, GA

112 Smith St. Jonesboro, GA 30236

D4S DRESSED FOUR SIDES

DBL DOUBLE

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DLO DAYLIGHT OPENING

DS DOWNSPOUT

DWG DRAWING

E/ EDGE OF

EB EXPANSION BOLT

EFC EPOXY FLOOR COATING

EIFS EXTERIOR INSULATION FINISHING SYSTEM

EJ EXPANSION JOINT

ELEC ELECTRICAL

EOS EDGE OF SLAB

EPS EXPANDED POLYSTYRENE

EQ EQUAL

EQUIP EQUIPMENT

ERD EMERGENCY ROOF DRAIN

ES EACH SIDE

EW EACH WAY

EXP EXPANSION

EXT EXTERIOR

F/ FACE OF...

FAB FABRICATE

FE FIRE EXTINGUISHER - WALL MOUNT

FEC FIRE EXTINGUISHER - RECESSED CABINET

FFE FINISH FLOOR ELEVATION

FIN FINISH

FLR FLOOR

FR GWB FIRE RATED GYPSUM WALLBOARD

FRT FIRE RETARDANT TREATED

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GTTR GUTTER

GWB GYPSUM WALLBOARD

GYP BD GYPSUM WALLBOARD

HB HOSE BIBB

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HSS HOLLOW STRUCTURAL SECTION

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

LIA LINE ITEM ALTERNATE

LAM LAMINATE

LAV LAVATORY

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LSC LIFE SAFETY CODE

MATL MATERIAL

MAX MAXIMUM

MCM METAL COMPOSITE MATERIAL

MDF MEDIUM-DENSITY FIBERBOARD

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODIFIED

MOD BIT MODIFIED BITUMEN

MR MOISTURE RESISTANT

MTD MOUNTED

MTL METAL

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NRP NON-REMOVABLE PIN

NTS NOT TO SCALE

OC ON CENTER

OH OPPOSITE HAND

OPNG OPENING

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

PCP PORTLAND CEMENT PLASTER

PLAM PLASTIC LAMINATE

PFT PORCELAIN FLOOR TILE

PL PLATE

PLMB PLUMBING

PLYWD PLYWOOD

PMJF PREFORMED EXPANSION JOINT FILLER

PT PAINT OR PRESSURE TREATED

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

RAD RADIUS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REINF REINFORCED

REQD REQUIRED

RI RIGID INSULATION

RJ RAKED JOINT

RL RAIN LEADER

RO ROUGH OPENING

RTD RATED

ABBREVIATIONS

S4S SMOOTH FOUR SIDES

SC SOLID CORE

SF STOREFRONT

SHLV SHELVES

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

STR STAIR

STRUCT STRUCTURAL

SUB SUBCONTRACTOR

SUSP SUSPENDED

T/ TOP OF…

T&G TONGUE AND GROOVE

TEL TELEPHONE

TEXT TEXTURE

THK THICKNESS

THOLD THRESHOLD

TJ TOOL JOINT

TOS TOP OF STEEL

TPO THERMOPLASTIC POLYOLEFIN

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VB VAPOR BARRIER

VCT VINYL CERAMIC TILE

VENT VENTILATION

VERT VERTICAL

VHB VERY HIGH BOND

VIF VERIFY IN FIELD

VWC VINYL WALLCOVERING

W/ WITH

WB WEATHER BARRIER

WF WIDE FLANGE

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

XPS EXTRUDED POLYSTYRENE

#/FT PER FOOT

@ AT

A/C AIR CONDITIONING

AB ANCHOR BOLT

ABV ABOVE

AC AIR CONDITIONING

ACMU ARCHITECTURAL CONCRETE MASONRY UNIT

ACM ALUMINUM COMPOSITE METAL

ACOUST ACOUSTICAL

ACP ACOUSTICAL CEILING PANEL

ACT ACOUSTICAL CEILING TILE

ADJ ADJACENT

AFF ABOVE FINISHED FLOOR

AIA AMERICAN INSTITUTE OF ARCHITECTS

AIB AIR INFILTRATION BARRIER

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECT

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

AUTO AUTOMATIC

AWB AIR AND WEATHER BARRIER

B/ BOTTOM OF...

BD BOARD

BF BOARD FOOT

BFA BARRIER FREE ACCESSIBLE

BLKG BLOCKING

BLW BELOW

BM BEAM

BOC BACK OF CURB

BOH BACK OF HOUSE

BRK BRICK

BTWN BETWEEN

C CHANNEL

CAB CABINET

CC COLOR CHANGE

CER CERAMIC

CFMF COLD-FORMED METAL FRAMING

CI CONTINUOUS INSULATION

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CT CERAMIC TILE

CW CURTAIN WALL

HI

LO

0'

EXISTING GRIDLINE

PEMB GRIDLINE

MASONRY GRIDLINE - F/MASONRY

STEEL GRIDLINE - COLUMN CL

SYMBOLS LEGEND

COLUMN BUBBLE & GRID LINES

PARTITION TYPE TAG

W030 SEE PARTITION TYPE FOR

HEIGHT

W030 WALL TO X'-XX" ABOVE

STRUCTURAL FLOORX'-XX"

W030 WALL TO BOTTOM OF

STRUCTURAL DECK ABOVEDECK

W030 BOTTOM WALL AT X'-XX"

ABOVE STRUCTURAL FLOOR

TO BOTTOM OF STRUCTURAL

DECK ABOVE

ABOVE X'-XX"

CENTERLINE

DOOR NUMBER

FRAME NUMBER

A

F10

ROOM NAME, NUMBER, FINISHES

ROOM NAME

WALL

BASE

SHOWN ONLY ON

FINISH SHEETS

5' 10' 20' 40'

GRAPHIC SCALE

TRUE OR PROJECT NORTH

NORTH ARROW

P-X MATERIAL TAG

CURB INDICATOR

BREAK LINE

DRAWING TITLE MARK

SECTION MARK

DRAWING TITLE

SCALE

DRAWING NUMBER

SHEET REFERENCE

SECTION NUMBER

EXTERIOR ELEVATION MARK

AXXX

SHEET REFERENCE

ELEVATION NUMBER

A BUILDING SECTION CUT

AXXX

AXXX

WALL SECTION CUT

DETAIL SECTION CUT

AXXX

AXXX

A

AXXX

AXXX

(IN PLAN)

BUILDING SECTION CUT

(IN ELEVATION)

AXXX

DETAIL CALLOUT DETAIL NUMBER

SHEET

REFERENCE

REVISED CLOUD &

REVISION TRIANGLE

AREA ON HOLD &

REVISION TRIANGLE

REVISION NUMBER

AREA COVERED BY

DETAIL

REVISION NUMBER

HOLD

INTERIOR ELEVATION MARK

SHEET REFERENCE

ELEVATION NUMBER

AXXX 2

0'-0"

REFERENCE

ELEVATION / LEVEL

INDICATOR

Rev Date Comments

FD

HB

FD

F E

FE

FE

SF /

OCC.

LOAD

OCC.

3610 SF

Elections Space

A-3 A

IBC NFPA

Occupancy Types Legend

A-3(IBC)/A(LSC)

B(IBC)/B(LSC)

S-1(IBC)/S(LSC)

SF /

OCC.

LOAD

OCC.

870 SF

Observation Room

A-3 A

IBC NFPA

SF /

OCC.

LOAD

OCC.

428 SF

Server Room

B B

IBC NFPA

SF /

OCC.

LOAD

OCC.

194 SF

Storage

S-1 S

IBC NFPA

SF /

OCC.

LOAD

OCC.

NET408 SF

Breakrooms

B B

IBC NFPA

SF /

OCC.

LOAD

OCC.

394 SF

Offices

B B

IBC NFPA

SF /

OCC.

LOAD

OCC.

345 SF

Storage

B S

IBC NFPA

Observation

Room

Server

Office

Office

Mgr

ELECTIONS

Electrical

Storage

Storage 111 Breakroom

Breakroom

112 Toilet

Toilet

Men's RR

Women's RR

EXIT 1

DOOR WIDTH: 80"

DOOR FACTOR: 0.2

CAPACITY: 400 OCCUPANTS

ACTUAL: 155

EXIT 2

DOOR WIDTH: 34"

DOOR FACTOR: 0.2

CAPACITY: 170 OCCUPANTS

ACTUAL: 156

91' - 11" 81' - 3"

EXIT 4

DOOR WIDTH: 34"

DOOR FACTOR: 0.2

CAPACITY: 170 OCCUPANTS

ACTUAL: 30

ARCHIVES

EX

EXISTING

EXIT SIGN

PARTITION CONSTRUCTED

TO MEET UL U465 ASSEMBLY

PER AHJ REQUEST

N/A

EXIT 3

DOOR WIDTH: 34"

DOOR FACTOR: 0.2

CAPACITY: 170 OCCUPANTS

ACTUAL: 31

1/3 D

IS

TA

N C E = 35'-6"

106'-6"

47'-1"

SF /

OCC.

LOAD

OCC.

NET18188 SF

Existing Warehouse

S-1 S

IBC NFPA

SF /

OCC.

LOAD

OCC.

NET614 SF

Restrooms

B B

IBC NFPA

581/3 D

IS

TANCE =

4'-1

/2"

42'-5

27'-8"

ACCESSORY

ACCESSORY

ACTUAL = 14 TOTAL OCC.

N/A

31' - 9"

COMMON PATH

NOTE: ROOMS EXITING INTO AREAS

SHOWN AS NOT IN SCOPE TO EXIT

THROUGH EXISTING BUILDING

EGRESS STRATEGIES

OCCUPANCY & EGRESS LEGEND

EXIT TRAVEL

COMMON PATH OF TRAVEL

FE FIRE EXTINGUISHER

BRACKET MOUNTED

EXIT SIGN

FEC SEMI-RECESSED FIRE

EXTINGUISHER CABINET

SF /

OCC.

LOAD

OCC.

Use Name

1500 SF

###S-1 I-SP

FBC FFPC

OCC. LOAD FACTOR

AREA USAGE

OCCUPANCY

CLASSIFICATION

GROSS AREA

(NET WHEN INDICATED)

OCC. LOAD

CALCULATION

EGRESS DIRECTION ARROW

SECONDARY OCCUPANCY

CLASSIFICATION

AREA HATCHED

NOT IN SCOPE

Sheet Number:

Project Number:

Project Name:

Client:

Copyright (c) 2024 Praxis3, LLC

All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by Praxis3 shall retain all common law, statutory and other reserved rights, including copyright thereto.

This drawing may not be reproduced in whole or in part without written permission of Praxis3. It is to be returned upon request. Scales as stated are valid on the original drawings.

100 Peachtree St NW Suite 1450 Atlanta, GA 30303

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404-875-4500 tel www.praxis3.com

P 3RAXIS

Key Plan:

/5

/2

:1 5:

A M

G003

Code

Information - Occupancy

23113

Clayton County Board of Commissioners

Clayton Co. Archives & Elections

1117 Battle Creek Rd., Jonesboro, GA

112 Smith St. Jonesboro, GA 30236

3/32" = 1'-0"G003

1 OCCUPANCY AND EGRESS DIAGRAM

1" = 100'-0"G003

2 OVERALL BUILDING - SCOPE

NORTH

Rev Date Comments

10.03.23 SD Set

11.07.23 75% CD Set

R

D EC

BA

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

D05

D06 D07 D06

D05

D04

D07

D03

D03

D07

D04 D05

D05 D06

D07

D02 D02

9'-6 3/8" 6'-4"

D02

D01 D01

D10

D09D11

D05

D12D07

D13

V .I

.F

/2

CHAIN LINK FENCE

POST TO REMAIN

CHAIN LINK FENCE

POST TO REMAIN

D07

AREA NOT IN SCOPE

D03 D13

V .I

.F

/4

D12D12

D08

D14

D02

D15D15

D15D15

D15

D16

5'-2"

D17

D17

Sheet Number:

Project Number:

Project Name:

Client:

Copyright (c) 2024 Praxis3, LLC

All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by Praxis3 shall retain all common law, statutory and other reserved rights, including copyright thereto.

This drawing may not be reproduced in whole or in part without written permission of Praxis3. It is to be returned upon request. Scales as stated are valid on the original drawings.

100 Peachtree St NW Suite 1450 Atlanta, GA 30303

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Sheet Title:

404-875-4500 tel www.praxis3.com

P 3RAXIS

Key Plan:

/5

/2

:1 6:

A M

AD200

Floor Plan - Demolition

23113

Clayton County Board of Commissioners

Clayton Co. Archives & Elections

1117 Battle Creek Rd., Jonesboro, GA

112 Smith St. Jonesboro, GA 30236

3/32" = 1'-0"AD200

1 DEMOLITION FLOOR PLAN - LEVEL 1

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THE REQUIREMENTS LISTED IN

THE PROJECT MANUAL AND THE DRAWINGS (CONTRACT DOCUMENTS) INCLUDING BUT NOT LIMITED TO THE

FOLLOWING:

1. THE DEMOLITION DRAWINGS, INCLUDING BUT NOT LIMITED TO THE CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, AND FIRE PROTECTION DRAWINGS, DEFINE THE GENERAL SCOPE OF THE DEMOLITION REQUIRED. THE DEMOLITION DRAWINGS ARE NOT A COMPLETE LIST OF ALL ITEMS TO BE DEMOLISHED. THE DEMOLITION DRAWINGS DO NOT INCLUDED ALL EXISTING CONDITIONS. THE CONTRACTOR WILL VISIT THE SITE AND THOROUGHLY EVALUATE AND COMPARE THE DEMOLITION DRAWINGS, EXISTING SITE CONDITIONS AND THE CONTRACT DOCUMENTS TO DETERMINE THE SCOPE OF DEMOLITION REQUIRED TO

ACHIEVE THE INTENDED RESULTS OF THE FINISHED PRODUCT.

2. ALL DEMOLITION WORK SHALL BE PERFORMED WITH DUE CARE AND DILIGENCE TO PREVENT DESTRUCTION OR INTERRUPTION OF CONCEALED SERVICE UTILITIES WHICH ARE INTENDED TO REMAIN IN USE.

3. ALL COMPONENTS OF THE EXISTING CONSTRUCTION THAT WOULD INTERFERE WITH THE INSTALLATION OF

NEW WORK SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEMOLISHED.

4. DEMOLITION TERMS

A. REMOVE: LEGALLY DISPOSE OF ITEMS EXCEPT THOSE INDICATED TO BE REINSTALLED, SALVAGED

OR TO REMAIN THE OWNER’S PROPERTY.

B. SALVAGE: ITEMS INDICATED TO BE REMOVED AND SALVAGED, REMAIN THE OWNER’S PROPERTY.

REMOVE, CLEAN AND PACK OR CRATE ITEMS TO PROTECT AGAINST DAMAGE. IDENTIFY CONTENTS OF

CONTAINERS AND DELIVER TO OWNER’S DESIGNATED STORAGE AREA.

C. REMOVE AND REINSTALL: ITEMS INDICATED TO BE REMOVED AND REINSTALLED SHALL BE

REMOVED, CLEANED, REPAIRED /RESTORED AND STORED AT THE CONTRACTOR’S DESIGNATED

STORAGE AREA FOR INSTALLATION AS INDICATED ON THE DRAWINGS.

D. EXISTING TO REMAIN: PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND SOILING DURING DEMOLITION. WHEN PERMITTED BY THE ARCHITECT, ITEMS MAY BE REMOVED TO A

SUITABLE, PROTECTED STORAGE LOCATION DURING DEMOLITION AND THEN CLEANED AND

REINSTALLED IN THEIR ORIGINAL LOCATIONS.

GENERAL DEMOLITION NOTESDEMOLITION KEYNOTES

D01 WALL BASE TO BE REMOVED.

D02 LIGHT FIXTURES TO BE REMOVED.

D03 DOOR, FRAME, AND HARDWARE TO BE REMOVED.

D04 MILLWORK TO BE REMOVED.

D05 PLUMBING FIXTURE AND ACCESSORIES TO BE REMOVED.

D06 TOILET PARTITIONS TO BE REMOVED.

D07 PORTION OF WALL TO BE DEMOLISHED. SEE PLAN FOR EXTENTS.

D08 REMOVE LIGHTING CONTROLS, PROTECT, AND SAVE FOR

REINSTALLATION.

D09 DOOR SLAB TO BE PRESERVED FOR REUSE.

D10 DOOR SLAB TO BE REMOVED. FRAME TO REMAIN.

D11 FLOOR FINISH TO BE REMOVED.

D12 PORTION OF COMPLRESSED AIR LINE TO BE REMOVED. CAP LINE

AT STRUCTURE ABOVE.

D13 PORTION OF CHAIN LINK FENCE TO BE REMOVED.

D14 REMOVE REFRIGERATOR, STORE, PROTECT, AND SAVE FOR

REINSTALLATION.

D15 PARKING LOT STRIPING TO BE REMOVED.

D16 CUT ASPHALT AND PREP FOR NEW STAIR.

D17 EXISTING MOTION SENSOR TO BE RELOCATED INTO ARCHIVES

SPACE.

Rev Date Comments

10.03.23 SD Set

11.07.23 75% CD Set

F E

FE

FE

DN

BATTLE CREEK ROAD

NEW

ELECTIONS

ENTRY

EXISTING

ARCHIVES

ENTRY

NEW EXIT

A100

A201

A

A400 2

14'-0" 4'-10" 5'-2"

R 15'-0"

R 15'-0"

R 15'-0"

14'-0

12'-0"

VIF

3'-8"

14'-0"

/2

/2

R 15'-0"

R 15'-0

R 15'-0"

NEW PARKING STRIPING;

MATCH WIDTH AND

COLOR OF EXISTING

NEW 6" PIPE

BOLLARD

EXISTING PARKING

STRIPING

RAIL TYPE 1

RAIL TYPE 5

STAIR TYPE 2;

RE: A510

A610

A610

Sheet Number:

Project Number:

Project Name:

Client:

Copyright (c) 2024 Praxis3, LLC

All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by Praxis3 shall retain all common law, statutory and other reserved rights, including copyright thereto.

This drawing may not be reproduced in whole or in part without written permission of Praxis3. It is to be returned upon request. Scales as stated are valid on the original drawings.

100 Peachtree St NW Suite 1450 Atlanta, GA 30303

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P 3RAXIS

Key Plan:

/5

/2

:1 6:

A M

A100

Site Plan

23113

Clayton County Board of Commissioners

Clayton Co. Archives & Elections

1117 Battle Creek Rd., Jonesboro, GA

112 Smith St. Jonesboro, GA 30236

1" = 50'-0"A100

1 ARCHITECTURAL SITE PLAN

1/8" = 1'-0"A100

2 ENLARGED FLOOR PLAN

Rev Date Comments

10.03.23 SD Set

11.07.23 75% CD Set

FD

R

R

F E

FE

FE

PARTITION LEGEND

GWB & STUD PARTITION

DEMOLISHED PARTITION

EXISTING PARTITION

SEE A510 FOR PARTITION TYPES.

UNTAGGED STUD PARTITIONS ARE W030 (TYP).

UNTAGGED MASONRY PARTITIONS ARE W180 (TYP).

DIMENSIONS ARE TO FACE OF STUD OR MASONRY UNO.

ALL STUD WALLS SURROUNDING AND WITHIN THE

ROOM ARE TO RECEIVE SOUND ATTENUATION

INSULATION THE FULL DEPTH AND HEIGHT OF THE

STUD CAVITY. SOUND ATTENUATION INSULATION TO

BE INSTALLED ABVOE CEILINGS AND LAP OVER

PARTIAL HEIGHT WALLS. SEAL ALL WALL

PENETRATIONS.

SOUND ATTENUATION KEYNOTES

GRID LEGEND

EXISTING GRIDLINE

D EC

BA

Server

ELECTIONS

Electrical

S to ra g e

Breakroom

Breakroom

Observation

Room

Storage

A201

Office

Office

Mgr

A400 2

A100

AREA HATCHED

NOT IN SCOPE

Sheet Number:

Project Number:

Project Name:

Client:

Copyright (c) 2024 Praxis3, LLC

All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by Praxis3 shall retain all common law, statutory and other reserved rights, including copyright thereto.

This drawing may not be reproduced in whole or in part without written permission of Praxis3. It is to be returned upon request. Scales as stated are valid on the original drawings.

100 Peachtree St NW Suite 1450 Atlanta, GA 30303

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Sheet Title:

404-875-4500 tel www.praxis3.com

P 3RAXIS

Key Plan:

/5

/2

:1 6:

A M

A200

Floor Plan - Overall

23113

Clayton County Board of Commissioners

Clayton Co. Archives & Elections

1117 Battle Creek Rd., Jonesboro, GA

112 Smith St. Jonesboro, GA 30236

3/32" = 1'-0"A200

1 OVERALL FLOOR PLAN

Rev Date Comments

10.03.23 SD Set

11.07.23 75% CD Set

FD

R

R

F E

FE

FE

D EC

F01

F

Storage

Electrical

ELECTIONS

Observation

Room

Server

Office

Office

Mgr

Women's RR

Men's RR

Toilet

Toilet

Breakroom

Breakroom

Storage

F

A610

A610

A810

A810

A400

18'-1" 7'-9 3/4" 7'-5 1/4"

/1

E105a a b

35'-8 3/4" 7'-3" 10'-4" 6 7/8"

W068

W

W061

W068

E

E

V .I

.F

/2

/4

13'-0" 4'-4 1/2"

1 1 W080 12'-0"

W068

W

W

105b

W

W

W060 12'-0"

W030 10'-0"

W

C

EXISTING ELECTRICAL

PANELS; VIF

6" 2'-0" 6'-4" 2'-0" 6"

C

B

C

NOTE:

GC TO RELOCATE

LIGHTING CONTROLS

IN ARCHIVES ROOM

DASHED LINES OF

CANOPY ABOVE

100c

SEE G003

ALIGN WITH

ADJACENT

EXISTING RAIL

11'-4"

D EC

12'-0"ACP-1

9'-0"ACP-1

9'-0"ACP-1

9'-0"ACP-1

9'-0"ACP-1

Storage

Mgr

Office

Office

Server

Observation

Room

ELECTIONS

Electrical

Men's RR

Women's RR

Breakroom

Breakroom

Toilet

Toilet

Storage

8'-0"GB-1 8'-0"GB-1

8'-0"ACP-1

EXPOSED TO STRUCTURE

EXPOSED TO

STRUCTURE

8'-0"GB-1 8'-0"GB-1

TYP.

10'-0"

EXISTING CRANE

TRACKS TO REMAIN

12'-0"ACP-1

5'-0" 5'-0"

TYP.

10'-0" EQ EQEQ EQ

EQ EQ

E Q

E Q

EQ EQ

V .I

.F

8'-0"GB-1 8'-0"GB-1

POWER REEL

BANKS

EXISTING

MECHANICAL TO

REMAIN

NOTE:

GC TO PROVIDE PLYWOOD OVER CEILING FRAMING

TO MATCH EXISTING MEZZANINE AT ROOMS:

BREAKROOM 112, TOILET 113, AND TOILET 114

RCP LEGEND

#'-#"F-# CEILING ELEVATION

CEILING FINISH MATERIAL

RETURN DIFFUSER

SUPPLY DIFFUSER

EXIT SIGN

PARTITION LEGEND

GWB & STUD PARTITION

DEMOLISHED PARTITION

EXISTING PARTITION

SEE A510 FOR PARTITION TYPES.

UNTAGGED STUD PARTITIONS ARE W030 (TYP).

UNTAGGED MASONRY PARTITIONS ARE W180 (TYP).

DIMENSIONS ARE TO FACE OF STUD OR MASONRY UNO.

ALL STUD WALLS SURROUNDING AND WITHIN THE

ROOM ARE TO RECEIVE SOUND ATTENUATION

INSULATION THE FULL DEPTH AND HEIGHT OF THE

STUD CAVITY. SOUND ATTENUATION INSULATION TO

BE INSTALLED ABVOE CEILINGS AND LAP OVER

PARTIAL HEIGHT WALLS. SEAL ALL WALL

PENETRATIONS.

SOUND ATTENUATION KEYNOTES

GRID LEGEND

EXISTING GRIDLINE

Sheet Number:

Project Number:

Project Name:

Client:

Copyright (c) 2024 Praxis3, LLC

All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by Praxis3 shall retain all common law, statutory and other reserved rights, including copyright thereto.

This drawing may not be reproduced in whole or in part without written permission of Praxis3. It is to be returned upon request. Scales as stated are valid on the original drawings.

100 Peachtree St NW Suite 1450 Atlanta, GA 30303

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Sheet Title:

404-875-4500 tel www.praxis3.com

P 3RAXIS

Key Plan:

/5

/2

:1 6:

A M

A201

Floor Plan &

Reflected Ceiling Plan

23113

Clayton County Board of Commissioners

Clayton Co. Archives & Elections

1117 Battle Creek Rd., Jonesboro, GA

112 Smith St. Jonesboro, GA 30236

Ceiling Schedule ACP-1 2'x2' ACOUSTICAL CEILING PANEL SYSTEM

EXPOSED TO STRUCTURE, EXISTING TO REMAIN

GB-1 PAINTED NEW OR EXISTING GYPSUM WALLBOARD

CEILING ON SUSPENDED METAL STUDS

TRUE

NORTH

1/8" = 1'-0"A201

2 RCP - Elections

TRUE

NORTH

1/8" = 1'-0"A201

1 Floor Plan - Elections

Rev Date Comments

10.03.23 SD Set

11.07.23 75% CD Set

FD

R

R

F E

FE

FE

F E

FE

FE

Storage

Electrical

ELECTIONS

Observation

Room

Server

Office

Office

Mgr

Breakroom

Breakroom

Men's RR

Women's RR

Toilet

Toilet

A810 45

A810

A8107

Storage

LOCKERS

BY OWNER

A910 2

A910 1

EXISTING BREAKROOM

FRIDGE RELOCATED HERE

NEW BREAKROOM FRIDGE

BY GC

EQEQ

SMARTBOARD; VERIFY

WITH OWNER

FFE & CASEWORK LEGEND

CASEWORK PROVIDED BY CONTRACTOR.

SEE ELEVATIONS AND DETAILS

EQUIPMENT BY OWNER

FURNITURE OR FIXTURE BY OWNER

D EC

F01

F

Storage

P-1

RB-1

Electrical

P-1

ELECTIONS

P-1

RB-1

Observation

Room

P-1

RB-1

Server

P-1

RB-1

Office

P-1

RB-1

Office

P-1

RB-1

Mgr

P-1

RB-1

Women's RR

P-1

CTB-1

Men's RR

P-1

CTB-1

Breakroom

P-1

RB-1

Breakroom

P-1

RB-1

Storage

P-1

RB-1

Toilet

P-1

CTB-1

Toilet

P-1

CTB-1

F

A610

A610

LVT-1

CN-1

EP-1 EP-1

LVT-1

LVT-1

LVT-1

LVT-1

LVT-1

EP-1 EP-1

LVT-1

CN-1

CN-1

CN-1

RB-1

R B

-1

ARCHIVE WALLS TO RECEIVE

PRIME AND PAINT; CLAYTON

CO. STANDARD COLORS; TYP.

GC TO PATCH ALL

HOLES IN CONCRETE

FLOOR AND FINISH

FLUSH

R B

-1

RB-1

FINISH NOTES & LEGEND

HATCH PATTERNS FOR TILE REPRESENT INTENDED

SIZE AND DIRECTIONAL LAYOUT. NOTIFY ARCHITECT IF

DESIGNED LAYOUT IS NOT ACHIEVABLE.

ALL GROUT LINES ARE TO BE 1/8".

SEE X### FOR COMPLETE INTERIOR FINISH SCHEDULE

ROOM NAME

WALL

BASE

?FL-# FLOOR FINISH

WALL/BASE FINISH

ROOM NAME & NUMBER

X/X###

FLOOR FINISH TRANSITION

FINISH PATTERN DIRECTION

? ACCENT FINISH INDICATORMT-#

Sheet Number:

Project Number:

Project Name:

Client:

Copyright (c) 2024 Praxis3, LLC

All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by Praxis3 shall retain all common law, statutory and other reserved rights, including copyright thereto.

This drawing may not be reproduced in whole or in part without written permission of Praxis3. It is to be returned upon request. Scales as stated are valid on the original drawings.

100 Peachtree St NW Suite 1450 Atlanta, GA 30303

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Sheet Title:

404-875-4500 tel www.praxis3.com

P 3RAXIS

Key Plan:

/5

/2

:1 6:

A M

A251

FFE & Finish Plans

23113

Clayton County Board of Commissioners

Clayton Co. Archives & Elections

1117 Battle Creek Rd., Jonesboro, GA

112 Smith St. Jonesboro, GA 30236

TRUE

NORTH

1/8" = 1'-0"A251

2 Finish Plan - Elections

TRUE

NORTH

1/8" = 1'-0"A251

1 FFE Plan - Elections

CONCRETE CN-1 CONCRETE - FINISH TO MATCH EXISTING NATURAL CONCRETE PATCH AS NECESSARY INTERIOR; BELOW FINAL FLOOR FINISH

PP-1 HIGH-DENSITY POLYETHYLENE... ASI - CHARCOAL 6"-9" TOE CLEARANCE AFF, SEE ELEVS RESTROOMS

SS-1 SOLID SURFACE WILSONART SOLID SURFACE 1/2" DESIGNER WHITE D354SL RESTROOM COUNTERTOPS AND SPLASH

PL-2 PLASTIC LAMINATE WILSONART - CUMBERLAND WALNUT 17016 - RESTROOM VANITY APRON, MILLWORK

CASEWOR

K, MILLWORK,

FURNITURE

FINISHES

PL-1 PLASTIC LAMINATE WILSONART - BACKYARD PATIO Y0755 - BREAKROOM COUNTERTOP

GB-1 GYPSUM CEILING RE:SPEC - P-2 FLAT

CEILINGS

AC... ACOUSTIC CEILING PANELS ARMSTRONG; (BOD) FINE FISSURE; TEGULAR WHITE 2'x2' TILE AND GRID MGR., OFFICE, SERVER, OBSERVATION, STORAGE, BREAKROOM

RB-1 RUBBER BASE TARKETT-JOHNSONITE - CHARCOAL 4" TALL WALL BASE AT PAINTED WALLS

WALL

BASES

CTB-1 CERAMIC TILE BASE CROSSVILLE STUDIOS MATCH CWT-1 PEARL (EDIFEPE) 4" x 24" RESTROOMS

LVT-1 LUXURY VINYL FLOOR TILE MOHAWK C0194 LIVING LOCAL PREMIUM WOOD BRICK #358 7.72" x 51.97" BREAKROOM, OFFICES, OBSERVATION ROOM PROVIDE M700 LVT PRIMARY PRESSURE SENSITIVE ADHESIVE

EP-1 EPOXY FLOORING SHERWIN WILLIAMS DECO FLAKE SYSTEM MILKY WAY

CW... CERAMIC WALL TILE CROSSVILLE STUDIOS RUNNING BOND PEARL (EDIFEPE) 12" x 24" TRIM: SEMI-GLOSS; CEILING: FLAT

WALL

FINISHES

P-2 PAINT SHERWIN WILLIAMS, (BOD) - SW7006 EXTRA WHITE - TRIM, CEILING

P-1 PAINT SHERWIN WILLIAMS, (BOD) - SW7015 REPOSE GRAY - WALLS

CODE MATERIAL MANUFACTURER PATTERN COLOR SIZE/DESCRIPTION LOCATION COMMENTS

INTERIOR FINISH SCHEDULE

Rev Date Comments

10.03.23 SD Set

11.07.23 75% CD Set

Level 1 0"

Below Roof Deck 18'-10"

D E

F

C

MECH. PLATFORM

8'-6"

A610

100a

NEW ENTRY AWNING TO

MATCH EXISTING AWNING,

TIEBACKS; V.I.F.

NEW DOOR

PAINT TO MATCH

ADJACENT AS REQ'D

PAINT TO MATCH

ADJACENT AS REQ'D

EXISTING AWNING

Level 1 0"

Below Roof Deck 18'-10"

234567

MECH. PLATFORM

8'-6"

RAIL TYPE 3

NEW EXIT DOOR

A400

A610

4"

STANDARD STEEL PIPE SHOP

PRIMED WITH RUST

INHIBITOR PRIMER. SEE

PLANS FOR PIPE SIZE. FILL

SOLID WITH CONCRETE.

PAINT AS INDICATED ON

FINISH SCHEDULE

1/2" PREMOLDED EXPANSION

JOINT MATERIAL AT ALL

CONCRETE AREAS. NOTE:

EXPANSION JOINT NOT

NEEDED AT AREAS OF

ASPHALT PAVING OR

GRAVEL FILL

CONCRETE BASE

TOPGUARD BOLLARD CAP TO

MATCH PIPE SIZE. PAINT TO

MATCH BOLLARD

EXISTING CONCRETE

AND/OR PAVEMENT

Sheet Number:

Project Number:

Project Name:

Client:

Copyright (c) 2024 Praxis3, LLC

All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by Praxis3 shall retain all common law, statutory and other reserved rights, including copyright thereto.

This drawing may not be reproduced in whole or in part without written permission of Praxis3. It is to be returned upon request. Scales as stated are valid on the original drawings.

100 Peachtree St NW Suite 1450 Atlanta, GA 30303

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Sheet Title:

404-875-4500 tel www.praxis3.com

P 3RAXIS

Key Plan:

/5

/2

:1 6:

A M

A400

Exterior Elevations

23113

Clayton County Board of Commissioners

Clayton Co. Archives & Elections

1117 Battle Creek Rd., Jonesboro, GA

112 Smith St. Jonesboro, GA 30236

1/8" = 1'-0"A400

1 South Elevation

1/8" = 1'-0"A400

2 West Elevation

3/4" = 1'-0"A400

3 Typical Bollard Section

Rev Date Comments

10.03.23 SD Set

11.07.23 75% CD Set

PROVIDE TEMPERED GLASS IN ALL DOORS WITH GLAZING UNO

D02

FLUSH

WOOD

NARROW

LITE

D01

FLUSH

WOOD

D05

WOOD

HALF

LITE

D11

FLUSH

METAL

D12

METAL

NARROW

LITE

D15

METAL

HALF

LITES

E E

D O

O R

S C

H E

D U

L E

FH2

CODE COLOR FINISH MATERIAL

GL-1 CLEAR 1/4" CLEAR GLASS

Glazing Legend

T CLEAR INDICATED TEMPERED GLASS

22'-10"

EQ EQ EQ EQ EQ EQ

T

17'-0" 4'-6"

EQ EQ EQ EQ EQ

21'-6"

100c

CR

26'-3"

EQ EQ EQ EQ EQ EQ EQ

INTERIOR

PARTITION

W

PLAN SYMBOL:

THICKNESS: 7-1/4"

RATING: NONE

W068

SEAL TIGHT TO STRUCTURAL

DECK, EACH SIDE

SCHEDULED

CEILING, SEE RCP

PROVIDE DEFLECTION

TRACK HEAD

6" METAL STUDS

AT 16" OC

5/8" GWB, EACH SIDE

SEE FINISH SCHEDULE

FOR BASE INFO

INTERIOR

PARTITION

THICKNESS: 4-7/8"

RATING: NONE

W

SCHEDULED

CEILING, SEE RCP

W030

PLAN SYMBOL:

BRACE TO

STRUCTURE AT 48"

OC MAX,

ALTERNATE SIDES

U N

O

3-5/8" METAL

STUDS AT 16"

OC

SEE FINISH

SCHEDULE FOR

BASE INFO

5/8" GWB, EACH

SIDE

1-HOUR RATED

PARTITION

W

PLAN SYMBOL:

THICKNESS: 7-1/4"

RATING: 1-HR RATED

ASSEMBLY: UL# U465

W061

" ULHW RATED SEALANT

SEAL TIGHT TO STRUCTURAL

DECK, EACH SIDE

SCHEDULED

CEILING, SEE RCP

PROVIDE DEFLECTION

TRACK HEAD

6" METAL STUDS AT

16" OC

5/8" FIRECODE

GWB, EACH SIDE

SEAL TIGHT TO

FLOOR, EACH SIDE

SEE FINISH SCHEDULE

FOR BASE INFO

INTERIOR

PARTITION

W

PLAN SYMBOL:

THICKNESS: 7-1/4"

RATING: NONE

W060

U N

O

BRACE TO STRUCTURE

AT 48" OC MAX,

ALTERNATE SIDES

SCHEDULED

CEILING, SEE RCP

6" METAL STUDS

AT 16" OC

SEE FINISH SCHEDULE

FOR BASE INFO

5/8" GWB, EACH SIDE

1 1/2" OD HANDRAIL

WHERE INDICATED

ON PLANS

T .O

H

A N

D R

A

IL

PROVIDE BLOCKING FOR

HANDRAIL SUPPORTS

SUPPORT HAND-

RAILFROM BELOW

SO GRIPPING

SURFACE IS NOT

INTERRUPTED

RAIL TYPE 1 (HANDRAIL ONLY)

SEE STRUCTURAL DETAILS FOR POSTS

ATTACHMENTS TO FLOORS

ENDS OF HANDRAILS MUST RETURN

SMOOTHLY INTO A WALL, FLOOR, OR POST

Standard Stair Details

11"

1'-0"

1" UNDERCUT

CONCRETE STAIR

CLR.

1/2" DIA. STD. WEIGHT STL. PIPE

CURVED AS SHOWN, WELD TO

POST AND HANDRAIL, PAINT

1 1/2" OD DIA. EXTRA

STRONG PIPE POST

RAILING SUPPORT, PAINT

1 1/2" DIA. STD. WEIGHT

STL. HANDRAIL, PAINT

T

O T

R E

A D

N

O S

IN

G

F

L O

O R

9"2 1/4"

" 3

1 1/2" OD DIA. STD. WEIGHT

STL. HANDRAIL, PAINT

1/2" DIA. STD. WEIGHT STL.

PIPE CURVED AS SHOWN,

WELD TO HANDRAIL AT 6'-0"

O.C. MAX., PAINT

STL. ESCUTCHEON PLATE,

PAINT

FINISH FACE OF WALL

1/4" DIA. LAG BOLTS FASTENED

INTO WOOD BLOCKING BTWN.

MTL. STUDS, TYP.

T O

T R

E A

D

N

S

IN

G

F L O

O R

/4

C L R

PLAN

SECTION

STL. ESCUTCHEON

PLATE, PAINT

1 1/2" OD DIA. STD. WEIGHT STL.

HANDRAIL, PAINT

ELEVATION

FINISH FACE OF WALL

Handrail to Wall

Handrail to Guardrail

CLR.

9"

2 1/4"

11"

1'-0"

HANDRAIL EXTENSION TO FLOOR

EXTEND HANDRAIL TO

GROUND AS SHOWN IF

INDICATED ON PLAN

(RETURN HANDRAIL TO WALL, TYP.)

WELDED JOINTS: INTERMITTENTLY WELDED ON BACK SIDE, FILLED

WITH BODY PUTTY AND SANDED SMOOTH AND FLUSH

WELDS EXPOSED TO VIEW: GROUND SMOOTH AND FLUSH

Scale 1/2" = 1' - 0"

Standard Rail Attachment Details Scale 3" = 1' - 0"

Standard Notes

STAIR TYPE 2 (CAST-IN-PLACE CONCRETE)

T /G

U A

R D

R A

IL

1-1/2" OD STEEL HANDRAILS

1/4" x 2"H STEEL PLATE WELDED TO POSTS

T /H

A N

D R

A

IL

RAIL TYPE 5

5'-0" MAX

4'-0" MIN

1 1/2" OD STEEL POST

AT 4'-0" MIN & 8'-0" MAX

1 1/4" OD STEEL POST

AT 4'-0" MIN & 8'-0" MAX

1-1/2" OD STEEL RAIL

Standard Railing Details

Sheet Number:

Project Number:

Project Name:

Client:

Copyright (c) 2024 Praxis3, LLC

All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by Praxis3 shall retain all common law, statutory and other reserved rights, including copyright thereto.

This drawing may not be reproduced in whole or in part without written permission of Praxis3. It is to be returned upon request. Scales as stated are valid on the original drawings.

100 Peachtree St NW Suite 1450 Atlanta, GA 30303

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Sheet Title:

404-875-4500 tel www.praxis3.com

P 3RAXIS

Key Plan:

/5

/2

:1 6:

A M

A510

Door Schedule &

Types, Frame Elevations

23113

Clayton County Board of Commissioners

Clayton Co. Archives & Elections

1117 Battle Creek Rd., Jonesboro, GA

112 Smith St. Jonesboro, GA 30236

DOOR SCHEDULE

DOOR FRAME

HARDWARE SET COMMENTSNUMBER TYPE WIDTH HEIGHT FINISH MATERIAL TYPE

100a D12 PR 6'-0" 7'-0" PT HM-PT FH2 EXT-MTL-EAC

100b D05 PR 6'-0" 7'-0" WD HM-PT FH2 INT-EAC

100c D05 3'-0" 7'-0" WD HM-PT FH2 INT-EAC

101 D05 3'-0" 7'-0" WD HM-PT FH2 INT-EAC

102 D02 3'-0" 7'-0" WD HM-PT FH2 INT-OFFICE

103 D02 3'-0" 7'-0" WD HM-PT FH2 INT-OFFICE

104 D02 3'-0" 7'-0" WD HM-PT FH2 INT-OFFICE

105b D01 PR 6'-0" 7'-0" WD HM-PT FH2 INT-IT/STOR

106 D01 3'-0" 7'-0" WD HM-PT FH2 INT-IT/STOR S-26

107 D01 4'-0" 7'-0" WD HM-PT FH2 INT-EAC

109 D01 3'-0" 7'-0" WD HM-PT FH2 INT-PUSH/PULL S-21

111 D01 PR 6'-0" 7'-0" WD HM-PT FH2 INT-EAC

112 D05 3'-0" 7'-0" WD HM-PT FH2 INT-PASSAGE

113 D01 3'-0" 7'-0" WD HM-PT FH2 INT-RR SINGLE S-22; INCLUDE DOOR KICK STOP

114 D01 3'-0" 7'-0" WD HM-PT FH2 INT-RR SINGLE S-22; INCLUDE DOOR KICK STOP

115 D11 3'-0" 7'-0" PT HM-PT FH2 EXT-MTL INTERIOR PANIC BAR; NO HARDWARE ON EXTERIOR

E105a D11 3'-0" 7'-0" EXIST HM-PT FH2 EXT-MTL-EAC

E108 D01 3'-0" 7'-0" EXIST HM-PT FH2 INT-PUSH/PULL S-20, REUSED DOOR SLAB FROM DEMOED VESTIBULE

E110 D15 3'-0" 7'-0" EXIST HM-PT FH2 INT-PASSAGE

3/16" = 1'-0"A510

1 Door Types

1" = 1'-0"A510

3 Partition Types

INTERIOR SIGNAGE

THE FOLLOWING SIGNAGE TO BE ASI INTOUCH BY ASI SIGN SYSTEMS (OR APPROVED EQUAL)

S-20 WOMEN'S RESTROOM ID: SIGN WITH THE WORD "WOMEN", 1" HIGH RAISED HELVETICA LETTERS AND

BRAILLE CHARACTERS WITH PICTOGRAM FOR A WOMAN AND A HANDICAP-ACCESSIBLE SYMBOL.

LOCATION: MOUNT ON THE WALL (LATCH SIDE). CENTER SIGN AT 60" AFF, MAXIMUM.

S-21 MEN'S RESTROOM ID: SIGN WITH THE WORD "MEN", 1" HIGH RAISED HELVETICA LETTERS AND

BRAILLE CHARACTERS WITH PICTOGRAM FOR A MAN AND A HANDICAP-ACCESSIBLE SYMBOL.

LOCATION: MOUNT ON THE WALL (LATCH SIDE). CENTER SIGN AT 60" AFF, MAXIMUM.

S-22 UNISEX ADA RESTROOM ID: SIGN WITH THE WORD "UNISEX", 1" HIGH RAISED HELVETICA LETTERS

BRAILLE CHARACTERS WITH PICTOGRAM FOR A PERSON AND A HANDICAP-ACCESSIBLE SYMBOL.

LOCATION: MOUNT ON THE WALL (LATCH SIDE). CENTER SIGN AT 60" AFF, MAXIMUM.

S-26 ENTRY PROHIBITION: "AUTHORIZED PERSONNEL ONLY" IN 1" HIGH RAISED HELVETICA LETTERS WITH

BRAILLE CHARACTERS AND SYMBOL FOR NO ENTRY. LOCATION: MOUNT ON THE CENTER OF THE

DOOR AT 60" AFF, MAX

1/4" = 1'-0"A510

2 Stand Alone Frame Types 1/4" = 1'-0"

F01

1/4" = 1'-0"

F02 1/4" = 1'-0"

F03

Interior Hollow Metal Frames: F01-F03

2" Hollow Metal Frame Glazing: GL-1, UNO

Frame Finish: Painted

NOTE: ALL FRAMES TO RECEIVE MINI-BLINDS

DOOR SCHEDULE NOTES:

1. CONTRACTOR TO COORDINATE SIZE OF DOOR WITH ARCHITECT TO ENSURE COMPLIANCE WITH ADA.

2. ALL EXISTING DOORS AND FRAMES TO REMAIN IN SCHEDULE ARE TO BE PAINTED.

3. NEW DOOR FINISH MARKED AS "WD" TO MATCH EXISTING WD DOOR CLEAR BIRCH FINISH.

4. SCHLAGE D124 PRIMUS REMOVABLE CORE FOR ALL CYLINDERS.

5. PANIC HARDWARE TO BE LOCKABLE AND UNLOCKABLE WITH KEY.

Rev Date Comments

10.03.23 SD Set

11.07.23 75% CD Set

Level 1 0"

Below Roof Deck 18'-10"

D EC

MECH. PLATFORM

8'-6"

Storage

Mgr

ELECTIONS

Level 1 0"

Below Roof Deck 18'-10"

23 1

MECH. PLATFORM

8'-6"

Observation

Room

ELECTIONS

Breakroom

Breakroom

12'-0"

TOP OF WALL

12'-0"

T/WALL

Level 1 0"

RAIL TYPE 1

RAIL TYPE 5

M

IN

6'-0 1/4"

5'-2"

MIN.

11"

1'-0" 1'-0"

NOSING BAR; 1-1/2" COVER; TYP.

REBAR; TYP.

COATED DOWELS OR SHEAR KEY

EXPANSION JOINT

REBAR

A610

Level 1 0"

A610

A400

RAIL TYPE 5

SLOPE

REBAR; TYP.

COATED DOWELS

OR SHEAR KEY

EXPANSION JOINT

EXISTING SLAB, EXTERIOR

WALL AND FOUNDATION; V.I.F.

A610

GC TO PROVIDE THRU-WALL

DRIP EDGE FLASHING AT

HEAD AND JAMBS OF NEW

DOOR; TYP.

GC TO VERIFY EXTERIOR

WALL CONSTRUCTION

THRESHOLD, SET IN

FULL BED OF SEALANT

FRAME, BEYOND

SWEEP

DOOR AS SCHEDULED

FACE OF WALL BEYOND

1/2" PMJF WITH SELF-

LEVELING SEALANT

EXISTING CONCRETE

SLAB; V.I.F.

SLOPE

Sheet Number:

Project Number:

Project Name:

Client:

Copyright (c) 2024 Praxis3, LLC

All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by Praxis3 shall retain all common law, statutory and other reserved rights, including copyright thereto.

This drawing may not be reproduced in whole or in part without written permission of Praxis3. It is to be returned upon request. Scales as stated are valid on the original drawings.

100 Peachtree St NW Suite 1450 Atlanta, GA 30303

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404-875-4500 tel www.praxis3.com

P 3RAXIS

Key Plan:

/5

/2

:1 6:

A M

A610

Building Sections

23113

Clayton County Board of Commissioners

Clayton Co. Archives & Elections

1117 Battle Creek Rd., Jonesboro, GA

112 Smith St. Jonesboro, GA 30236

1/4" = 1'-0"A610

2 EW Building Section

1/4" = 1'-0"A610

1 NS Building Section

3/4" = 1'-0"A610

3 STAIR SECTION

3/4" = 1'-0"A610

5 STAIR SECTION

3" = 1'-0"A610

4 DOOR THRESHOLD DETAIL

Rev Date Comments

10.03.23 SD Set

11.07.23 75% CD Set

FD

PLUMBING FIXTURES AND ACCESSORIES DIAGRAMS

M A

X

"3

1'-0" 2'-0"

8"

3'-6" 1'-0"

FRONT

ELEVATION

SIDE ELEVATION

1'-2"2

1'-6"

G36 G42

DA1

G42

G36

ACCESSIBLE TOILET COMPARTMENT1

EQ EQ

FRONT ELEVATION

FRONT ELEVATION

1'-2"

" 8"

3'-6" 4"

1'-2"

3'-0"

EQ EQ

D G42

G42

A1 D

A1

8"

SIDE ELEVATION

STANDARD TOILET COMPARTMENT3 AMBULATORY TOILET COMPARTMENT2

SIDE ELEVATION

MIN

1'-6" 7

M

A X

M A

X

PIPE INSULATION

M

A X

M A

X

M A

X

1'-2"

O

K

O

L

HANDWASH SINK4

FRONT ELEVATION SIDE ELEVATION

ACCESSIBLE URINAL6

FRONT ELEVATION SIDE ELEVATION

MIN

1'-6"

M A

X

1'-2"

STANDARD URINAL5

FRONT ELEVATION SIDE ELEVATION

DRINKING FOUNTAIN

WITH BOTTLE FILLER

WALL-MOUNTED DRINKING

FOUNTAIN FRONT ELEVATION

WALL-MOUNTED

DRINKING FOUNTAIN

SIDE ELEVATION

M

IN

M

A X

L O

W E

R S

P O

U T

D

E

A810 45

A810

A8107

Women's RR

Men's RR

E

3 31

/4

/4

/2

/4

V .I

.F

7'-10 1/4"

1'-6 3/4" 5'-5 1/2" 3'-1" 1'-6" 1'-6"

/4

C L R

5'-5 1/2" 3'-1" 3'-0"

INFILL WALL TO MATCH

EXISTING STUD DEPTH

I

3'-0"

D

A810A810

Toilet

Toilet

2'-2" 4'-11 3/4" 4" 4" 5'-1 1/4" 2'-4"

15'-3"

/8

1 1

/4

/4

W060

A810

13Sim

PP-1

4 4

CWT-1 PP-1PP-1

CWT-1 P-1P-1PP-1

A910

7'-4 1/2"

OO

CWT-1

CWT-1

P-1

PP-1PP-1

SS-1

PL-2PL-2PL-2PL-2

1 3 2

CWT-1 PP-1PP-1

CWT-1

O

A910

_ 6

A910

2'-4 1/16"

CWT-1

SS-1

PL-2PL-2PL-2

P-1

P-1

O

2'-5"

A910

_6

A910

CWT-1

SS-1

PL-2PL-2

SS-1

PL-2

CWT-1

CWT-1

Sheet Number:

Project Number:

Project Name:

Client:

Copyright (c) 2024 Praxis3, LLC

All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by Praxis3 shall retain all common law, statutory and other reserved rights, including copyright thereto.

This drawing may not be reproduced in whole or in part without written permission of Praxis3. It is to be returned upon request. Scales as stated are valid on the original drawings.

100 Peachtree St NW Suite 1450 Atlanta, GA 30303

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404-875-4500 tel www.praxis3.com

P 3RAXIS

Key Plan:

/5

/2

:1 6:

A M

A810

Enlarged

Restroom Plans & Elevations

23113

Clayton County Board of Commissioners

Clayton Co. Archives & Elections

1117 Battle Creek Rd., Jonesboro, GA

112 Smith St. Jonesboro, GA 30236

O 24" X 48" MIRROR BOBRICK B-165 TO BE CENTERED OVER SINK

L

SURFACE-MOUNTED WASTE RECEPTACLE

(NOT FOR PUBLIC RESTROOMS)

BOBRICK B-275 OWNER PROVIDED; INSTALLED BY GC

K

SURFACE-MOUNTED AUTOMATIC ROLL TOWEL

DISPENSER (NOT FOR PUBLIC RESTROOMS)

GEORGIA PACIFIC BY OWNER OWNER PROVIDED; INSTALLED BY GC

I

CIRCULAR WASTE CHUTE FOR COUNTER

TOPS

BOBRICK B-529

G42 42" GRAB BAR (SATIN FINISH) BOBRICK B-6806 X 42"

G36 36" GRAB BAR (SATIN FINISH) BOBRICK B-6806

D

SURFACE-MOUNTED SANITARY NAPKIN

DISPOSAL

BOBRICK B-270

A1

TWIN JUMBO-ROLL TOILET TISSUE

DISPENSER

BOBRICK B-2892

CODE DESCRIPTION MANUFACTURER MODEL NOTES

RESTROOM ACCESSORY SCHEDULE

3/8" = 1'-0"A810

1 Enlarged Plan - Restrooms 3/8" = 1'-0"A810

9 Enlarged Plan - Archives Restrooms

3/8" = 1'-0"A810

4 Men's Restroom - East Elevation

3/8" = 1'-0"A810

5 Men's Restroom - West Elevation

3/8" = 1'-0"A810

3 Women's Restroom - West Elevation

3/8" = 1'-0"A810

2 Women's Restroom - South Elevation 3/8" = 1'-0"A810

7 Men's Restroom - West Elevation 2 3/8" = 1'-0"A810

12 Toilet 114 - South Elevation

3/8" = 1'-0"A810

14 Toilet 114 - West Elevation

3/8" = 1'-0"A810

13 Toilet 114 - North Elevation 3/8" = 1'-0"A810

11 Toilet 113 - North Elevation 3/8" = 1'-0"A810

8 Toilet 113 - East Elevation

3/8" = 1'-0"A810

10 Toilet 113 - South Elevation

3/8" = 1'-0"A810

6 Men's Restroom - South Elevation

NOTES:

1. PAPER TOWEL DISPENSERS, SOAP DISPENSERS AND TRASH CANS PROVIDED BY OWNER, INSTALLED BY GC

2. WATER CLOSETS ARE TANK TYPE

Rev Date Comments

10.03.23 SD Set

11.07.23 75% CD Set

1 1/2" 3'-3" 3'-0" 3'-3" 1'-6" 1 1/2"

A910

A910

PL-1PL-1

PL-2 PL-2PL-2

EQ FILLER 1'-0" 3'-0" 3'-0" 2'-10" EQ FILLER

A910

_ 4

A910

PL-1PL-1

PL-2 PL-2PL-2

3/4" MDF SUBSTRATE W/ PLASTIC

LAMINATE; REFER TO ELEVATION

FOR TYPE

BASE BLOCKING

PLASTIC LAMINATE BASE; SCRIBE

P.LAM. BASE TO FLOOR; REFER

TO ELEVATION FOR TYPE

BLOCKING AS REQUIRED

NOTE:

ALL CABINET DOORS TO RECEIVE

RUBBER BUMPERS

BACKSPLASH TREATMENT AS

INDICATED; REFER TO ELEVATIONS

FOR EXTENT & TYPE

FACE OF WALL

PROVIDE CONT. SEALANT BEAD

WIRE PULL

ALL INTERIOR SURFACES TO BE

WHITE MELAMINE, U.N.O.

R E

F E

R T

O E

L E

V A

T

IO

N

PROVIDE SIDE PAIR 100 LBS RATED,

BALL BEARING ROLLER W/ FULL

EXTENSION DRAWER SLIDE

/8

/8

SCHEDULED PLASTIC LAMINATE

COUNTER; REFER TO ELEVATION

FOR TYPE

HINGE

ADJUSTABLE 3/4" MDF SHELVES W/

HIGH PRESSURE PLASTIC LAMINATE

ON PINS, WHITE U.N.O.

/2

/2

2'-1"

U .N

.O

3/4" MDF SUBSTRATE W/ PLASTIC

LAMINATE; REFER TO ELEVATION

FOR TYPE

PLASTIC LAMINATE BASE ATTACHED

TO DOORS W/ 1/2" GAP @ FLOOR;

REFER TO ELEVATION FOR TYPE

BLOCKING AS REQUIRED

CONCEALED HINGE, SPRING LOADED

ADA CLEARANCES TO HOLD

NOTE:

ALL CABINET DOORS TO RECEIVE

RUBBER BUMPERS

BACKSPLASH TREATMENT AS

INDICATED; REFER TO ELEVATIONS FOR

EXTENT & TYPE

3/4" PLYWOOD WITH SCHEDULED

PLASTIC LAMINATE COUNTER; REFER

TO ELEVATION FOR TYPE

FACE OF WALL

PROVIDE CONT. SEALANT BEAD

/2

/2

WIRE PULL

ALL INTERIOR SURFACES TO BE

WHITE MELAMINE, U.N.O.

/2

/2

U .N

.O

1"

2'-1"

R E

F E

R T

O E

L E

V A

T

IO

N

3"

6" MAX

M

IN

M

IN

M

IN

8" MIN

INSULATED DRAIN PIPES

SCHEDULED SINK AND FAUCET;

REFER TO EQUIPMENT SPECS

1/2" PLYWOOD BACK PANEL

2' - 10"

T.O. SINK

KEY OPERATED LATCH

UNDERMOUNT LAVATORY

SEE PLUMB

U .N

.O

/2

M

IN

/2

8" 9 3/4" 6 1/4"

CONT. PIANO HINGE

AT EA. ACCESS PANEL

ACCESS PANEL AT EA. LAVATORY

3/4" PLYWOOD CONSTRUCTION WITH

PLASTIC LAMINATE, U.N.O., ON ALL

EXPOSED SURFACES TO MATCH

COLOR SCHEME, CONFIRM W/ OWNER.

PROVIDE KEY OPERATED, VANDAL-

PROOF LATCHES AT TOP OF EACH

ACCESS PANEL.

BLOCKING AS

REQUIRED

3/4" MDF SUBSTRATE W/ PLASTIC

LAMINATE; REFER TO ELEVATION

FOR TYPE

BACKSPLASH TREATMENT AS

INDICATED; REFER TO ELEVATIONS

FOR EXTENT & TYPE

SCHEDULED SOLID SURFACE

COUNTER; REFER TO

ELEVATION FOR TYPE

FACE OF WALL

PROVIDE CONT. SEALANT BEAD

2'-0"

INSULATED DRAIN PIPES

1/2" PLYWOOD BACK PANEL

3/4" MDF SUBSTRATE W/

PLASTIC LAMINATE; REFER TO

ELEVATION FOR TYPE

BASE BLOCKING

PLASTIC LAMINATE BASE; SCRIBE

PLAM BASE TO FLOOR; REFER TO

ELEVATION FOR TYPE

BLOCKING AS REQUIRED

HINGE

ADJUSTABLE 3/4" MDF SHELVES W/

HIGH PRESSURE PLASTIC LAMINATE

ON PINS, WHITE U.N.O.

NOTE:

ALL CABINET DOORS TO RECEIVE

RUBBER BUMPERS

BACKSPLASH TREATMENT AS

INDICATED; REFER TO ELEVATIONS

FOR EXTENT & TYPE

SCHEDULED SOLID SURFACE

COUNTER; REFER TO

ELEVATION FOR TYPE

FACE OF

WALL

PROVIDE CONT. SEALANT BEAD

WIRE PULL

ALL INTERIOR SURFACES TO BE

WHITE MELAMINE, U.N.O.

U .N

.O

2'-1"

R E

F E

R T

O E

L E

V A

T

IO

N

3"

Sheet Number:

Project Number:

Project Name:

Client:

Copyright (c) 2024 Praxis3, LLC

All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by Praxis3 shall retain all common law, statutory and other reserved rights, including copyright thereto.

This drawing may not be reproduced in whole or in part without written permission of Praxis3. It is to be returned upon request. Scales as stated are valid on the original drawings.

100 Peachtree St NW Suite 1450 Atlanta, GA 30303

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Sheet Title:

404-875-4500 tel www.praxis3.com

P 3RAXIS

Key Plan:

/5

/2

:1 6:

A M

A910

Casework

Elevations & Details

23113

Clayton County Board of Commissioners

Clayton Co. Archives & Elections

1117 Battle Creek Rd., Jonesboro, GA

112 Smith St. Jonesboro, GA 30236

1/2" = 1'-0"A910

1 Elevation - Breakroom 110

1/2" = 1'-0"A910

2 Elevation - Breakroom 112

1 1/2" = 1'-0"A910

3 Base with Door…