SITE ADDRESS: 8251 CHICAGO AVENUE, DOUGLASVILLE

GA 30134

PARCEL ID: 02240250004

JURISDICTION: DOUGLAS COUNTY, GEORGIA

PROJECT DESCRIPTION: RENOVATION & REHABILITATION OF EXISTING DOUGLAS COUNTY DOT STORAGE BUILDING AND SIGN SHOP.

NO CHANGE OF USE FROM PREVIOUS OCCUPANCY CLASSIFICATION AND NO INCREASE OF BUILDING AREA.

BUILDING WILL BE USED FOR STORAGE OF DOT EQUIPMENT ON LEVEL 1 AND FOR SIGN SHOP STAFF ON 2ND FLOOR (2ND FLOOR EXITS ON GRADE). BUILDING WILL BE PROVIDED WITH NEW NFPA 13 SPRINKLER

SYSTEM THROUGHOUT ALONG WITH NEW FIRE ALARM SYSTEM THROUGHOUT.

CLASSIFICATIONS: NON-SEPARATED BUSINESS (GROUP B) AND STORAGE (S-1) OCCUPANCIES.

CONSTRUCTION TYPES: II-B

SPRINKLERED: YES (NFPA 13)

NO. OF STORIES: 2

HIGH-RISE: NO

FIRE ALARM SYSTEM: YES

GROUP CLASSIFICATION

(B) & (S-1) BUSINESS (B) AND STORAGE (S-1)

GROUP

(B) & (S-1)

C. TYPE OF CONSTRUCTION (IBC TABLE 601)

TYPE

IIB

SPRINKLERED

YES

GROUP

B

D. HEIGHT AND AREA LIMITS (IBC TABLE 504.3, 504.4, 506.2, & 406.5.4)

SPRINKLERED

YES

ALLOWABLE BUILDING HEIGHT AND AREA:

MAX HEIGHT*

75'

MAX STORIES*

MAX AREA/LEVEL**

69,000 SF

* PER IBC TABLE 504.3 & 504.4

** PER IBC TABLE 506.2

GROUP

(B) & (S-1)

SPRINKLERED

ACTUAL BUILDING HEIGHT AND AREA:

HEIGHT STORIES

FIRST FLOOR

AREA/LEVEL

2,723 SF

E. FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (IBC TABLE 601)

PRIMARY STRUCTURAL FRAME

BUILDING ELEMENT

EXTERIOR BEARING WALLS

INTERIOR BEARING WALLS

EXTERIOR NONBEARING WALLS AND PARTITIONS

INTERIOR NONBEARING WALLS AND PARTITIONS

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

TYPE II-B

SEE F

PRIMARY STRUCTURAL FRAME

BUILDING ELEMENT

EXTERIOR BEARING WALLS

INTERIOR BEARING WALLS

EXTERIOR NONBEARING WALLS AND PARTITIONS

INTERIOR NONBEARING WALLS AND PARTITIONS

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

SEE F

PROVIDED BUILDING FIRE-RESISTANCE ASSEMBLIES:

F. FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE (IBC TABLE 602)

X < 5

FIRE SEPARATION

5 ≤ X < 10

10 ≤ X < 30

X ≥ 30

TYPE OF CONSTRUCTION

OCCUPANCY GROUP

H F-1, M, S-1 A, B, E, F-2, I, R, S-2, U

ALL

I-A, IV-A

I-A, I-B, IV-A, IV-B

ALL 0

OTHERS

II-B, V-B

OTHERS

1*

1*

* OPEN PARKING GARAGES COMPLYING WITH SECTION 406 SHALL NOT BE REQUIRED TO HAVE A FIRE-RESISTANCE RATING

B. OCCUPANCY CLASSIFICATION (IBC CHAPTER 3, LSC CHAPTER 6.1) NON-SEPARATED

TYPE II-B

BUILDING INFORMATION

8251 CHICAGO AVENUE, DOUGLASVILLE, GA, 30134

DOUGLAS COUNTY, GEORGIA

DOUGLAS COUNTY DOT STORAGE BUILDING

VICINITY LOCATION

SITE LOCATION

BUILDING CODE ANALYSIS SHEET INDEXPROJECT DIRECTORY

OWNER

ARCHITECT

CSC DESIGN, INC

135 P. RICKMAN INDUSTRIAL DR. SUITE 100

CANTON, GA 30115

CONTACT:

KEVIN WHIPPLE, RA

770-345-2579

KWHIPPLE@CSCDE.COM

STRUCTURAL ENGINEER

MEP ENGINEER

CONSULTANTS NOT IN CSC DESIGN'S SCOPE OF SERVICES. DRAWINGS ARE NOT BY ARCHITECT AND ARE INCLUDED HEREIN FOR

CONVENIENCE ONLY.

TN

TN

PROJECT LOCATION

PROJECT LOCATION

KEYSTONE STRUCTURAL ENGINEERING

531 ROSELANE STREET, SUITE 150

MARIETTA, GA 30060

CONTACT:

BRENDAN F. CROWLEY, P.E.

404-483-6921

BCROWLEY@KEYSTONEPC.COM

DOUGLAS COUNTY BOARD OF COMMISSIONERS

8700 HOSPITAL DR.

DOUGLASVILLE, GA 30134

CONTACT:

JAMES L. KING

JLKING@DOUGLASCOUNTYGA.GOV

SAVANT ENGINEERING, LLC

5064 ROSWELL ROAD, SUITE D-301

SANDY SPRINGS, GA 30342

CONTACT:

JOSHUA D. ANDERSON

770-319-7400

JANDERSON@SAVANTENG.COM

A. GENERAL

1. GOVERNING CODES

2018 INTERNATIONAL BUILDING CODE (IBC) W/ GA AMENDMENTS (2020)(2022)(2024)(2025)

2018 INTERNATIONAL PLUMBING CODE (IPC) W/ GA AMENDMENTS (2020)(2022)(2023)(2024)

2018 INTERNATIONAL MECHANICAL CODE (IMC) W/ GA AMENDMENTS (2020)(2024)

2018 INTERNATIONAL FUEL GAS CODE W/ GA AMENDMENTS (2020)(2022)

2023 NATIONAL ELECTRICAL CODE (NEC)

2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) W/ GA SUPPLEMENTS AND AMENDMENTS (2020)(2022)(2023)

ACCESSIBILITY

GEORGIA STATE HANDICAPPED ACCESSIBILITY LAW 120-3-20 (EFFECTIVE JANUARY 1, 2015)

2010 EDITION OF THE AMERICANS WITH DISABILITIES ACT (ADA)

2017 ANSI A-117.1 ACCESSIBLE & USABLE BUILDINGS & FACILITIES

LIFE SAFETY

2024 NFPA 101, LIFE SAFETY CODE (LSC) W/ GA AMENDMENTS

2018 INTERNATIONAL FIRE CODE (IFC) W/ GA AMENDMENTS

CHAPTER 120-3-3 RULES & REGULATIONS OF THE STATE MIN. & FIRE SAFETY STANDARDS (EFFECTIVE JANUARY 1, 2020)

2019 NFPA 13 W/ GA AMENDMENTS

2020 NFPA 70 NATIONAL ELECTRICAL CODE (NEC) W/ GA AMENDMENTS

2019 NFPA 72 W/ GA AMENDMENTSCONTRACTOR

RA-LIN CONSTRUCTION

110 DIXIE ST. SUITE 200

CARROLLTON, GA 30117

CONTACT:

TYLER STOGNER

470-214-3508

TYLER.STOGNER@RALINCONSTRUCTION.COM

S-1 YES 75' 3 52,500 SF

YES 33' - 8"

SECOND FLOOR

15,352 SF

INTERIOR AND EXTERIOR ALTERATION AND REHABILITATION FOR:

18, 075 SFGROSS SQ.FT

FOR CONSTRUCTION

CIVIL ENGINEER

CSC DESIGN, INC

135 P. RICKMAN INDUSTRIAL DR., SUITE 100

CANTON, GA 30115

CONTACT:

MATTHEW ZIEG, P.E.

770-345-2579

MZIEG@CSCDE.COM

Phone: (770) 345-2579

135 P RICKMAN INDUSTRIAL DR.

SUITE 100 CANTON, GA 30115

© 2025, CSC Design. These drawings are protected by the copyright laws of the United States. These drawings or any part thereof may not be used for any purpose or reproduced in any form or by any means without the written consent of CSC Design.

CSC

DESIGN,

INC.

ARCHITECTS ENGINEERS&

PROJECT NUMBER:

R E

V

IS

IO

N

S

/1

/2

:2

:0

A

M Y

P ro je c ts

\2 -0

D o u g la s C o u n ty

D O

T S to ra g e B u ild in g

D o u g la s C o u n ty

G

A \A rc h \0

R

E V

IT

\2

-0

D o u g la s C o u n ty

D O

T S to ra g e B u ild in g

R e v

.r v t

G-000

FOR CONSTRUCTION

COVER SHEET

C S

C .2

4.

1.

25-026

D O

U G

L A

S C

O U

N T

Y D

O T

S T

O R

A G

E B

U

IL

D

IN

G

C

H

IC

A G

O A

V E

N U

E

D O

U G

LA

S

V

IL

LE

, G

A , 3

IN

T

E R

IO

R

A N

D E

X T

E R

IO

R

A L T

E R

A T

IO

N

A N

D R

E H

A B

IL

IT

A T

IO

N

F O

R

SHEET NUMBER SHEET NAME 09

.1

9.

IS

S U

E D

F O

R C

O N

S T

R U

C T

IO

N

.0

4.

R

E V

IS

IO

N

(C

O U

N T

Y R

E Q

U E

S T

E D

U P

D A

T E

S

REVISIONS

# DATE

GENERAL

G-000 COVER SHEET ■ ■ 1 03/04/2026

G-005 SYMBOLS & LEGENDS ■

G-006 GENERAL NOTES ■ ■ 1 03/04/2026

G-050 ACCESSIBLITY DETAILS ■

LS101 LIFE SAFETY PLANS ■ ■ 1 03/04/2026

DEMOLITION

AD100 DEMOLITION FLOOR PLANS - LEVELS 1 & 2 ■ ■ 1 03/04/2026

AD101 ENLARGED DEMOLITION FLOOR PLANS - LEVEL 1 ■ ■ 1 03/04/2026

AD102 ENLARGED DEMOLITION FLOOR PLAN - LEVEL 2 ■ ■ 1 03/04/2026

AD201 DEMOLITION RCP - LEVELS 1 & 2 ■ ■ 1 03/04/2026

AD202 ENLARGED DEMOLITION RCP - LEVELS 1 & 2 ■ ■ 1 03/04/2026

AD301 DEMOLITION ELEVATIONS ■ ■ 1 03/04/2026

AD401 DEMOLITION BUILDING SECTIONS ■ ■ 1 03/04/2026

AD402 DEMOLITION BUILDING SECTIONS ■ ■ 1 03/04/2026

ARCHITECTURE

A-001 ARCHITECTURAL SITE PLAN ■ 1 03/04/2026

A-101 CONSTRUCTION FLOOR PLANS - LEVELS 1 & 2 ■ ■ 1 03/04/2026

A-101-A ENLARGED CONSTRUCTION FLOOR PLANS - LEVEL 1 ■ ■ 1 03/04/2026

A-102 ENLARGED CONSTRUCTION FLOOR PLAN - LEVEL 2 ■ ■ 1 03/04/2026

A-103 CONSTRUCTION ROOF PLAN ■ ■ 1 03/04/2026

A-121 FINISHES PLANS ■ ■ 1 03/04/2026

A-201 CONSTRUCTION RCP PLANS - LEVELS 1 & 2 ■ ■ 1 03/04/2026

A-202 ENLARGED CONSTRUCTION RCP PLANS - LEVELS 1 & 2 ■ ■ 1 03/04/2026

A-301 CONSTRUCTION EXTERIOR ELEVATIONS ■ ■ 1 03/04/2026

A-401 CONSTRUCTION BUILDING SECTIONS ■

A-402 CONSTRUCTION BUILDING SECTIONS ■ ■ 1 03/04/2026

A-411 WALL SECTIONS ■

A-412 WALL SECTIONS ■

A-505 ENLARGED RESTROOM & KITCHENETTE DETAILS ■

A-601 VERTICAL CIRCULATION - EXISTING STAIR & DETAILS ■

A-602 VERTICAL CIRCULATION - EXISTING STAIR & DETAILS ■ 1 03/04/2026

A-701 BUILDING DETAILS ■

A-702 ENLARGED DETAILS - METAL, HORIZONTAL MWP ■

A-703 ENLARGED DETAILS - ZEE, VERTICAL MWP ■

A-800 DOOR AND FRAME ELEVATIONS & LEGEND ■ ■ 1 03/04/2026

A-805 DOOR HEAD & JAMB DETAILS - HM, METAL ■

STRUCTURAL

S0.1 STRUCTURAL GENERAL NOTES & SCHEDULES ■

S2.1 ROOF FRAMING PLAN ■

S4.1 FRAMING DETAILS ■

S5.1 SCHEDULE OF SPECIAL INSPECTIONS ■

MECHANICAL

M-001 SCHEDULES, DETAILS, AND NOTES - HVAC ■ ■ 1 03/04/2026

M-101 FLOOR PLAN - LEVEL 1 - HVAC ■ ■ 1 03/04/2026

M-102 FLOOR PLAN - LEVEL 2 - HVAC ■ ■ 1 03/04/2026

M-201 PART PLAN - LEVEL 1 - HVAC ■ ■ 1 03/04/2026

M-202 PART PLAN - LEVEL 2 - HVAC ■ ■ 1 03/04/2026

PLUMBING

P-001 SCHEDULES, DETAILS, AND NOTES - PLUMBING ■

P-101 OVERALL FLOOR PLAN - PLUMBING ■ ■ 1 03/04/2026

P-102 OVERALL FLOOR PLAN - PLUMBING ■ ■ 1 03/04/2026

P-201 PART PLANS - PLUMBING ■ ■ 1 03/04/2026

ELECTRICAL

E-001 LEGENDS AND SPECIFICATIONS ELECTRICAL ■ ■ 1 03/04/2026

E-101 POWER PLAN LEVEL 1 ELECTRICAL ■ ■ 1 03/04/2026

E-102 ENLARGED POWER PLAN LEVEL 2 ELECTRICAL ■ ■ 1 03/04/2026

E-103 SITE PLAN ELECTRICAL ■ 1 03/04/2026

E-201 LIGHTING PLAN LEVEL 1 ELECTRICAL ■ ■ 1 03/04/2026

E-202 LIGHTING PLAN LEVEL 2 ELECTRICAL ■ ■ 1 03/04/2026

E-301 RISER AND DETAILS ELECTRICAL ■ ■ 1 03/04/2026

E-302 PANEL SCHEDULES ELECTRICAL ■ ■ 1 03/04/2026

N O

D

A T

E

IS

S

U E

/0

/2

R

E V

IS

IO

N

C

O U

N T

Y R

E Q

U E

S T

E D

U P

D A

T E

S

03/13/2026

ALIGN

A

LI

G N

SYMBOLS LEGENDSECTION/PLAN LEGENDABBREVIATION LEGEND

A-NNN-UU SHEET NUMBER

OPTIONAL: SUPPLIMENTAL / REVISION

SHEET SEQUENCE DESIGNATOR

SHEET TYPE DESIGNATOR

DISCIPLINE DESIGNATOR

NORTH ARROW

DRAWING TITLE

VIEW NAME

VIEW SCALE

VIEW NUMBER

GRID LINE

VERTICAL ELEVATION

DIMENSIONS

1'-0"

FROM FACE OF STUD TO FACE OF STUD

1'-0"

FROM CENTER TO CENTER

BUILDING SECTION CALLOUT

VIEW NUMBER

SHEET NUMBER

WALL SECTION CALLOUT

DETAIL SECTION CALLOUT

ELEVATION CALLOUT

VIEW NUMBER

SHEET NUMBER

PLAN DETAIL CALLOUT

PARTITION TYPE TAG

SEE G-200'S FOR MORE INFORMATION

ROOM TAG

DOOR TAG

WINDOW TAG

STOREFRONT TAG

CENTERLINE

BREAK LINE

MATCHLINE

SHEET NUMBER

VIEW NUMBER

ROOF PITCH

DRAWING REVISION

REVISION NUMBER

REVISION DELTA

ALUMINUM

BATT INSULATION

BRICK

CONCRETE

CONCRETE MASONRY

EARTH

GRAVEL / DGA

PLASTER,

GYPSUM WALL BOARD

PLYWOOD

TRUE NORTH

TN

CEILING HEIGHT

9'-0"

CL

A-101

A-101

A-101

A-101

VIEW NUMBER

SHEET NUMBER

VIEW NUMBER

SHEET NUMBER

A101

VIEW NUMBER

SHEET NUMBER

A-101

A-BC1-D

ROOM NAME

101A

ALIGN

SF1

1'-0"

FROM FINISH FACE TO FINISH FACE

RIGID INSULATION

SAND

SPRAY FOAM INSULATION

STEEL, IRON

STONE

WOOD BLOCKING / SHIM

WOOD DIMENSIONAL

WOOD FINISH

1 FLOOR PLAN - LEVEL 01

G-001 | 1/8" = 1'-0"

SHEET NUMBER

/1 A101

Phone: (770) 345-2579

135 P RICKMAN INDUSTRIAL DR.

SUITE 100 CANTON, GA 30115

© 2025, CSC Design. These drawings are protected by the copyright laws of the United States. These drawings or any part thereof may not be used for any purpose or reproduced in any form or by any means without the written consent of CSC Design.

CSC

DESIGN,

INC.

ARCHITECTS ENGINEERS&

PROJECT NUMBER:

R E

V

IS

IO

N

S

/6

/2

:0 :3

P

M Y

P ro je c ts

\2 -0

D o u g la s C o u n ty

D O

T S to ra g e B u ild in g

D o u g la s C o u n ty

G

A \A rc h \0

R

E V

IT

\2

-0

D o u g la s C o u n ty

D O

T S to ra g e B u ild in g

R e v

.r v t

G-005

FOR CONSTRUCTION

SYMBOLS &

LEGENDS

C S

C .2

4.

1.

25-026

D O

U G

L A

S C

O U

N T

Y D

O T

S T

O R

A G

E B

U

IL

D

IN

G

C

H

IC

A G

O A

V E

N U

E

D O

U G

LA

S

V

IL

LE

, G

A , 3

IN

T

E R

IO

R

A N

D E

X T

E R

IO

R

A L T

E R

A T

IO

N

A N

D R

E H

A B

IL

IT

A T

IO

N

F O

R

% PERCENT

§ SECTION

A

A/C AIR CONDITIONER

A/E ARCHITECT / ENGINEER

A/V AUDIO VISUAL

AB ANCHOR BOLT

ACC ACCESSIBLE

ACI AMERICAL CONCRETE INSTITUTE

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISSABILITIES

ACT

ADJ ADJACENT;

ADJUSTABLE

ADMIN ADMINISTRATION

AFF ABOVE FLOOR FINISH

AFG ABOVE FINISH GRADE

AHJ AUTHORITY HAVING

JURISTICTION

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF

ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALT ALTERNATE;

ALTERNATING

ALUM ALUMINUM

ANOD ANODIZED

ANSI AMERICAN NATIONAL

STANDARDS INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECT

AUTO AUTOMATIC

AVG AVERAGE

AWI ARCHITECTURAL WOODWORKING

INSTITUTE

B

B.O. BOTTOM OF

B.O.D. BASIS OF DESIGN

BD BOARD

BETW BETWEEN

BEV BEVELED

BIT BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BR BEDROOM;

BRICK

BSMT BASEMENT

BTM BOTTOM

BTU BRITISH THERMAL UNIT

BUR BUILT UP ROOFING

BW BOTH WAYS

C

CCD CONTRACT CHANGE DIRECTIVE

CD CONSTRUCTION DOCUMENTS

CER CERAMIC

CF CONTRACTOR FURNISHED

CFC CHLOROFLOUROCARBONS

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CI CONTRACTOR INSTALLED

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTER LINE;

CLASS

CLG CEILING

CLO CLOSET

CLR CLEAR

CM CONSTRUCTION MANAGEMENT

CMU CONCRETE MASONRY UNIT

CO CERTIFICATE OF OCCUPANCY;

CLEANOUT

COL COLUMN

CONC CONCRETE

CONSTR CONSTRUCTION

CONTR CONTRACTOR

CORR CORRIDOR

CPT CARPET

CSI CONSTRUCTION SPECIFICATION

INSTITUTE

CT CERAMIC TILE;

COUNT

CTR CENTER

CU CUBIC

D

D DEEP;

DEPTH

d PENNY (NAIL)

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION;

DEMOLISH

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFERENCE;

DIFFUSER

DIM DIMENSION

DISP DISPENSER

DIST DISTANCE

DL DEAD LOAD

DN DOWN

DR DOOR;

DOORS;

DRAIN

DS DOWNSPOUT

DTL DETAIL

DW DISHWASHER

DWG DRAWING

DWR DRAWER

E

E EAST

EA EACH

EF EACH FACE;

EXHAUST FAN

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC;

ELECTRICAL

ELEV ELEVATOR

EMERG EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

ENTR ENTRANCE

EPA ENVIRONMENTAL PROTECTION

AGENCY

EQ EQUAL

EST ESTIMATE

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXP EXPANSION;

EXPOSED

EXT EXTERIOR;

EXTERNAL

F

F.O. FACE OF

FAR FLOOR AREA RATING

FC FOOT CANDLES

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FF&E FURNITURE, FIXTURES &

EQUIPMENT

FFC FIRE EXTINGUISHER CABINET

FHC FIRE HOSE CABINET

FIG FIGURE

FIN FINISH

FIXT FIXTURE

FLEX FLEXIBLE

FLG FLOORING

FLOUR FLOURESCENT

FLR FLOOR

FOM FACE OF MASONRY

FOS FACE OF STUD

FP FIRE PROTECTIONS

FPL FABRIC PANEL

FR FIRE RATING;

FIRE RESISTANT;

FRAME

FRTWD FIRE RETARDENT TREATED

WOOD

FT FEET (FOOT)

FTG FOOTING

FURR FURRING

FWC FABRIC WALL COVERTING

G

GA GAGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL

GENR GENERATOR

GFI GROUND FAULT INTERRUPTER

GL GLASS

GLZ GLAZING

GRD GROUND

GSB GYPSUM SHEATHING BOARD

GWB GYPSUM WALL BOARD

GYP GYPSUM

H

H HIGH

HB HOSE BIBB

HC HANDICAP;

HOLLOW CORE

HDR HEADER

HDW HARDWARE

HEX HEXAGONAL

HID HIGH INTENSITY DISCHARGE

HM HOLLOW METAL

HR HOUR

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATING AND AIR

CONDITIONING

HW HOT WATER

HW HOT WATER

HWY HIGHWAY

I

IAQ INDOOR AIR QUALITY

IBC INTERNATIONAL BUILDING CODE

IC IN CONTRACT

ID IDENTIFICATION;

INTERIOR DESIGN;

INSIDE DIAMETER

IN INCHES

INCAND INCANDESCENT

INCL INCLUSIVE

INCLDG INCLUDING

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INV INVERT

J

JAN JANITOR

JB JUNCTION BOX

JST JOIST

JT JOINT

K

KD KNOCK DOWN

KIP THOUSAND POUNDS

KIT KITCHEN

KWY KEYWAY

L

L ANGLE;

LENGTH;

LOW

LAB LABORATORY

LAM LAMINATE;

LAMINATED

LAV LAVATORY

LB POUND

LBS POUNDS

LDG LANDING

LED LIGHT EMITTING DIODE

LF LINEAR FOOT;

LINEAR FEET

LH LEFT HAND

LHR LEFT HAND REVERSE

LIB LIBRARY

LIN LINEAR

LL LIVE LOAD

LONG LONGITUDINAL

LR LIVING ROOM

LT LIGHT

LTG LIGHTING

LVL LAMINATED VENEER LUMBER;

LEVEL

M m METER

M HAL METAL HALIDE

MAINT MAINTENANCE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MBR MEMBER

MECH MECHANICAL

MED MEDIUM

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM;

MINUTE

MISC MISCELANIOUS

MO MASONRY OPENING

MT MOUNT

MTG MOUNTING

MTL METAL

MW MICROWAVE

MWP METAL WALL PANEL

N

N NORTH

N/A NOT APPLICABLE

NE NORTH EAST

NEC NATIONAL ELECTRIC CODE

NEG NEGATIVE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NSF NET SQUARE FOOT;

NET SQUARE FOOT

NTS NOT TO SCALE

NW NORTHWEST

O

OC ON CENTER

OCC OCCUPANCY;

OCCUPIED

OD OUTSIDE DIAMETER

OFF OFFICE

OH OVERHEAD

OPG OPENING

OPP OPPOSITE

OZ OUNCE;

OUNCES

P

PART PARTIAL

PASS PASSAGE

PC PRECAST

PCC PRECAST CONCRETE

PD PEDISTAL

PERF PERFORATED

PERP PERPENDICULAR

PL PLATE;

PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTIC

PLB PLUMB

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PNL PANEL

POS POSITIVE

PR PAIR

PREFAB PREFABRICATED

PROJ PROJECT;

PROJECTED

PROP PROPERTY;

PROPOSAL

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT;

PRESSURE TREATED

PTD PAINTED

PTN PARTITION

Q

QT QUARRY TILE

QTY QUANTITY

R

R MEASURE OF THERMAL

RESISTANCE;

RADIUS;

RISER

RB RESILIENT BASE;

RUBBER BASE

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROAD;

ROOF DRAIN

REBAR REINFORCING STEEL BARS

REC RECESSED

RECEPT RECEPTICAL

RECT RECTANGLE

REF REFERENCE;

REFRIGERATOR

REINF REINFORCE;

REINFORCING;

REINFORCEMENT

REQ REQUIRE;

REQUIRED

RET RETURN

REV REVISE;

REVISED;

REVISION

RFG ROOFING

RFI REQUEST FOR INFORMATION

RH RIGHT HAND

RHR RIGHT HAND REVERSE

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RPM ROTATIONS PER MINUTE

RSF RENTABLE SQUARE FEET

RT RUBBER TILE

RTG RATING

RTU ROOFTOP UNIT

RWC RAIN WATER CONDUCTOR

S

S SOUTH

SAN SANITARY

SB STONE BASE

SC SOLID CORE

SCH SCHEDULE;

SCHEDULED

SCHEM SCHEMATIC

SD SMOKE DETECTOR;

STORM DRAIN

SDG SIDING

SE SOUTH EAST

SECT SECTION

SF SQARE FOOT;

SQUARE FEET

SGL SINGLE

SHT SHEET

SHWR SHOWER

SIM SIMILAR

SPEC SPECIFICATION

SPKR SPEAKER

SQ SQUARE

SST STAINLESS STEEL

ST STAIRS;

STREET;

STAIN

STC SOUND TRANSMISSION

COEFFICIENT

STD STANDARD

STL STEEL

STN STONE

STO STORAGE

STR STRUCTURE;

STRUCTURAL

SUSP SUSPENDED

SW SOUTH WEST

SWR SEWER

SYMB SYMBOL

SYS SYSTEM

T

T TILE;

TREAD;

TREADS

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

T.O. TOP OF

TB TILE BASE

TBD TO BE DETERMINED

TEL TELEPHONE

TEMP TEMPERATURE;

TEMPORARY

TERR TERRAZZO

THK THICK;

THICKENED;

THICKNESS

THRES THRESHOLD

THRU THROUGH

TMPD TEMPERED

TOC TOP OF CONCRETE;

TOP OF CURB

TOPO TOPOGRAPH;

TOPOGRAPHY;

TOPOGRAPHIC

TOS TOP OF STEEL

TOW TOP OF WALL

TRANSF TRANSFORMER

TSTAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

U

U HEAT TRANSFER COEFFICIENT

UC UNDERCUT

UH UNIT HEATER

UL UNDERWRITERS LABORATORIES

INC.

UNEXCAV UNEXCAVATED

UNO UNLESS NOTED OTHERWISE

UPS UNITERRUPTABLE POWER

SUPPLY

UR URINAL

USF USABLE SQUARE FOOTAGE

USG UNITED STATES GYPSUM

CORPORATION

UTIL UTILITY

V

V VENT;

VOLT

V.I.F. VERIFY IN FIELD

VAR VARIES

VAV VARIABLE AIR VOLUME

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VENT VENTILATION

VERT VERTICAL

VEST VESTIBULE

VOC VOLATILE ORGANIC COMPOUND

VOL VOLUME

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W

W WATT;

WEST;

WIDE;

WIDTH

W/ WITH

W/D WASHER / DRYER

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET;

TOILET

WCO WALL CLEANOUT

WD WOOD

WDW WINDOW

WF WIDE FLANGE

WH WATER HEATER

WL WIND LOAD

WLD WELDED

WP WATERPROOF;

WATERPROOFING;

WEATHERPROOF

WPT WORKING POINT

WT WEIGHT

WWF WELDED WIRE FABRIC

X

XPS EXTRUDED POLYSYRENE BOARD

(INSULATION)

Y

YD YARD;

YARD DRAIN

N O

D

A T

E

IS

S

U E

03/06/2026

GENERAL NOTES

1. DO NOT SCALE DRAWINGS - USE DIMENSIONS ONLY. FOR DIMENSIONS NOT SHOWN OR IN QUESTION, CONTRACTOR SHALL REQUEST CLARIFICATION FROM ARCHITECT

BEFORE PROCEEDING. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND MUST NOTIFY THE ARCHITECT IMMEDIATELY IN WRITING OF ANY DISCREPANCIES OR VARIATIONS FROM THE DIMENSIONS OR CONDITIONS SHOWN BY THESE DRAWINGS PRIOR TO ORDERING MATERIALS

OR OTHERWISE PROCEEDING WITH THE WORK.

2. UNLESS NOTED OTHERWISE, WALL AND PARTITION DIMENSIONS ARE GIVEN FROM FACE OF STUD/CMU TO FACE OF STUD/CMU OR TO COLUMN CENTERLINE. EXCEPTION:

MILLWORK DETAILS WHERE DIMENSIONS ARE GIVEN FROM FACE OF FINISH SURFACES (GWB, PLASTER, ETC.). LOCATE EDGE OF DOOR OPENINGS 6" FROM FACE OF

ADJACENT PARTITION UNLESS NOTED OTHERWISE.

3. ELEVATIONS AND LEVELS ARE SHOWN FROM TOP OF SLAB BASED ON A "REFERENCE BENCHMARK ELEVATION" - THE CONTRACTOR SHALL COORDINATE THE ELEVATIONS PROVIDED WITH THE CIVIL DRAWINGS AND EXISTING ELEVATIONS WHEN APPLICABLE. COORDINATE WITH ARCHITECT AND CIVIL ENGINEER WHERE SITE REQUIRES

MODIFICATIONS TO DESIGN ELEMENTS.

4. ALL CENTERLINE OF FOOTINGS, WALLS, GRADE BEAMS, COLUMNS AND BEAMS SHALL COINCIDE, UNLESS NOTED OTHERWISE.

5. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE, UNLESS

SPECIFICALLY SHOWN OTHERWISE.

6. THIS SET OF CONSTRUCTION DOCUMENTS IS INTENDED TO BE READ AS A COMPREHENSIVE SET OF DRAWINGS AND SPECIFICATIONS. NOTE THAT THE SPECIFICATIONS FORM AN INTEGRAL PART OF THIS CONSTRUCTION DOCUMENTATION. THE CONTRACTOR SHALL CAREFULLY STUDY & COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER (EACH DISCIPLINE) AND THE INFORMATION FURNISHED BY THE DEVELOPER AND NOTIFY THE ARCHITECT OF ANY ERRORS, INCONSISTENCIES OR OMISSIONS.

INFORMATION GIVEN BY ONE DISCIPLINE SHALL BE APPLICABLE FOR ALL PORTIONS OF THE CONSTRUCTION DOCUMENTS IN ORDER TO MEET THE DESIGN INTENT. IF THE CONTRACTOR PERFORMS ANY CONSTRUCTION ACTIVITY WHERE AN ERROR, INCONSISTENCY OR OMISSION IN THE CONTRACT DOCUMENTS IS EVIDENT WITHOUT SUCH NOTICE TO THE ARCHITECT. THE CONTRACTOR SHALL ASSUME THE APPROPRIATE RESPONSIBILITY AT NO ADDITIONAL COST TO THE OWNER.

7. ALL DRAWINGS, SPECIFICATIONS, & OTHER DOCUMENTS PREPARED BY THE ARCHITECT & ARCHITECT'S CONSULTANTS ARE INSTRUMENTS OF SERVICE SOLELY FOR THIS

PROJECT.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, COORDINATING AND PAYING FOR THE COST OF ALL INSPECTIONS, TESTS, PERMITS, LICENSES AND OTHER GOVERNMENTAL FEES, AS NECESSARY FOR PROPER EXECUTION TO COMPLETE THE WORK AND AS INDICATED ON THE PLANS AND SPECIFICATIONS, RECOMMENDED BY THE GEOTECHNICAL REPORT AND/OR AS REQUIRED BY ANY GOVERNMENTAL AGENCY. REVISIONS MADE AFTER INITIAL PERMIT PULL REQUIRING RESUBMISSION OF REVISED DOCUMENTS AND/OR ADDITIONAL FEES SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

9. THE CONTRACTOR SHALL COMPLY WITH AND GIVE NOTICES REQUIRED BY LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF THE PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE OF THE WORK. ALL WORK SHALL BE PREPARED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, & LOCAL CODES &

REGULATIONS.

10. THE CONTRACTOR SHALL VISIT THE SITE AND SURROUNDING AREAS TO BECOME FAMILIAR WITH THE WORK REQUIRED PRIOR TO ANY ON-SITE CONSTRUCTION OR MOBILIZATION. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY TO ACCOUNT FOR NON-TYPICAL SOILS CONDITIONS, INCLUDING BY NOT LIMITED TO THE PRESENCE OF CLAY OR GROUND WATER.

11. THE CONTRACTOR SHALL PROVIDE LABOR, MATERIAL, EQUIPMENT, AND SERVICES REQUIRED TO EXECUTE AND COMPLETE ALL ITEMS OF WORK AS SHOWN, OR INDICATED ON THE DRAWINGS AND AS SPECIFIED INCLUDING INCIDENTAL ITEMS TO EFFECT A FINISHED AND COMPLETE JOB. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES OR SAFETY REGULATIONS IN CONNECTION WITH WORK.

12. THE CONTRACTOR SHALL PROVIDE ALL REGULATORY AGENCY REQUIRED SIGNAGE NECESSARY FOR CERTIFICATE OF OCCUPANCY.

13. ANY AND ALL REVISIONS FROM THESE PLANS MUST BE APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. ONCE CONSTRUCTION HAS COMMENCED, ANY REVISIONS IN THE FIELD MUST BE APPROVED BY THE OWNER'S CONSTRUCTION REPRESENTATIVE AND THE ARCHITECT. THE ARCHITECT MAY AUTHORIZE AT ANY POINT MINOR CHANGES IN WORK INVOLVING ADJUSTMENTS IN CONTRACT SUM VIA ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS (ASI) WHICH ARE CONSISTENT WITH THE INTENT OF THE CONTRACT

DOCUMENTS.

14. THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR BRACING AND SHORING OF THE STRUCTURE DURING CONSTRUCTION TO ENSURE STABILITY.

15. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSPECTIONS WITH THE AUTHORITIES HAVING JURISDICTION ON THE PROJECT.

16. THE CONTRACTOR SHALL MAINTAIN ON SITE AND MAKE AVAILABLE IN THE JOB TRAILER A LIST OF SPECIAL INSPECTORS CONDUCTING INSPECTIONS ON THE PROJECT. THE LIST SHALL INDICATE THE NAMES OF INSPECTOR, DATES, AND TIMES PRESENT ON JOB SITE AND TYPES OF INSPECTIONS BEING CONDUCTED. INSPECTION REPORTS SHALL

ALSO BE MADE AVAILABLE UPON REQUEST.

17. THE CONSTRUCTION SCHEDULE SHALL BE RELATED TO THE ENTIRE PROJECT AND BE CONDUCTED IN STRICT ACCORDANCE WITH THE SEQUENCE OF OPERATIONS IN WHICH THE CONTRACTOR HAS COORDINATED WITH THE OWNER'S APPROVAL ON ALL SCHEDULE SEQUENCING TO AVOID CONFLICTS WITH DAILY OPERATIONS AND SPECIAL

EVENTS INCLUDING ANY EXISTING FACILITIES AND ACCESS AS MAY BE APPLICABLE.

18. THE USE OF THE SITE SHALL BE CONFINED TO THOSE AREAS APPROVED BY THE OWNER AND CODE IN ORDER TO MINIMIZE PUBLIC EXPOSURE TO UNSAFE CONDITIONS AND

TO CONTINUE THE OPERATION OF THE SURROUNDING DEVELOPMENT.

19. NO STRUCTURE OF ANY KIND IS TO BE CONSTRUCTED ON OR PLACED WITHIN PUBLIC UTILITY EASEMENTS EXCEPT WOOD, WIRE OR REMOVABLE SECTION TYPE FENCING, REQUIRE PAVING FOR ACCESS AND GROUND COVER INCLUDING GRASS. THE CONTRACTOR SHALL REPLACE ANY OBSTRUCTIONS OR PLANTING THAT MUST BE REMOVED DURING THE COURSE OF MAINTENANCE, CONSTRUCTION OR RECONSTRUCTION OF THE PUBLIC UTILITIES AT NO COST TO THE OWNER.

20. NO BUILDING OR PORTION OF A BUILDING SHALL BE OCCUPIED OR USED INCLUDING STORAGE PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. APPROVAL FOR OCCUPANCY IS ONLY GRANTED AFTER ACCEPTANCE BY THE FIRE MARSHAL AND BUILDING OFFICIAL.

21. MATERIAL AND EQUIPMENT STORAGE SHALL BE ON SITE AND COORDINATED WITH OWNER'S DIRECTIVES.

22. SIGNS, LOCATION, NUMBER, AND SIZE ARE NOT APPROVED UNDER THIS BUILDING PERMIT. A SEPARATE PERMIT IS REQUIRED FOR EACH SIGN. ALL IDENTIFICATION SIGNAGE SHALL BE PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR (UNLESS NOTED OTHERWISE) SIGNAGE ON RESTROOM DOORS SHALL BE RAISED AND BRAILLE CHARACTERS AND PICTORIAL SYMBOL SIGNS. IDENTIFICATION SIGNAGE SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. MOUNTING HEIGHT SHALL COMPLY WITH THE GEORGIA ACCESSIBILITY CODE AND THE ADA STANDARDS FOR ACCESSIBLE DESIGN.

23. EXIT DOORS SHALL NOT BE SUBJECTED TO USE OF A KEY OR REQUIRE SPECIAL KNOWLEDGE TO OPERATE PER THE NFPA 101 LIFE SAFETY CODE 2018 EDITION, CHAPTER 5-2.15.2. PANIC HARDWARE SHALL BE PROVIDED FOR ALL EXIT DOORS PER THE REQUIREMENTS OF THE NFPA LIFE SAFETY CODE. EXIT DOORS SHALL OPERATE PER NFPA

101 LIFE SAFETY CODE.

24. (DOOR/HARDWARE) HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. LEVER-OPERATED MECHANISMS, PUSH-TYPE MECHANISMS, AND U-SHAPED HANDLES SHALL BE PROVIDED THAT COMPLY WITH GEORGIA ACCESSIBILITY CODE AND THE ADA STANDARDS FOR ACCESSIBLE DESIGN. OPERABLE PARTS SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS (22.2 N) MAX.

25. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE AND SHALL BE INSTALLED WITH THE GEORGIA ACCESSIBILITY CODE AND THE ADA

STANDARDS FOR ACCESSIBLE DESIGN.

26. DETECTIBLE WARNINGS ON WALKING SURFACES SHALL COMPLY WITH THE GEORGIA ACCESSIBILITY CODE AND THE ADA STANDARDS FOR ACCESSIBLE DESIGN.

27. ALL MATERIALS EXPOSED WITHIN PLENUMS ARE REQUIRED TO BE NONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX AND A SMOKE-DEVELOPED INDEX OF NOT

MORE THAN 50 AS DETERMINED IN ACCORDANCE WITH ASTM E84.

28. THE CONTRACTOR SHALL DOCUMENT THAT INSULATION MATERIALS IN CONCEALED OR EXPOSED SPACES SHALL HAVE A FLAME SPREAD INDEX AND A SMOKE-DEVELOPED

INDEX THAT MEETS CODE.

29. ALL INTERIOR FINISH PRODUCTS SHALL BE PROVIDED IN COMPLIANCE WITH THE REQUIREMENTS OF THE RESPECTIVE OCCUPANCY CHAPTER OF THE NFPA 101 LIFE SAFETY CODE FOR WHICH THE PROJECT IS BEING PERMITTED UNDER. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION VERIFYING AT THE TIME OF FINAL INSPECTION THAT

PRODUCTS ARE COMPLIANT WITH THE CODE REQUIREMENTS.

30. ALL WOOD LUMBER AND PLYWOOD OR O.S.B. USED IN EXTERIOR CONSTRUCTION SHALL BE PRESSURE TREATED THAT COMES IN CONTACT WITH CONCRETE OR WITHIN 12"

OF GRADING/SOIL.

31. EMERGENCY LIGHTING COMPLYING WITH NFPA 101 LIFE SAFETY CODE SHALL BE INSTALLED. ADDITIONAL EMERGENCY LIGHTING MAY BE REQUIRED UPON FIELD

INSPECTION.

32. THE CONTRACTOR SHALL PERMANENTLY IDENTIFY ALL FIRE-RATED WALLS AND SMOKE BARRIERS WITH SIGNS OR STENCILING ABOVE CEILING OR IN CONCEALED SPACES WITH LETTERS A MINIMUM OF 2" HIGH ON A CONTRASTING BACKGROUND SPACED AT A MAXIMUM OF 12'-0" ON CENTER WITH A MINIMUM OF ONE PER WALL OR BARRIER IN

ACCORDANCE WITH CODE.

33. PRIOR TO INSTALLATION, THE CONTRACTOR SHALL SUBMIT DETAILS FOR REVIEW AND APPROVAL WHICH CLEARLY INDICATE LATERAL BRACING TO BUILDING STRUCTURE FOR ALL PARTITIONS OF LIGHT GAUGE METAL FRAMING WHICH EXCEED 9'-0" IN HEIGHT TO ADEQUATELY RESIST THE APPLICABLE LATERAL SEISMIC DESIGN FORCES PER

CODE.

34. ALL COLD FORM METAL FRAMING SHOWN ON THE DRAWINGS IS FOR DIAGRAMMATIC USE ONLY. MEMBER SIZE, CONFIGURATION, DETAILS AND CONNECTIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR'S COLD FORM METAL FRAMING ENGINEER. COLD FORM METAL FRAMING SHOP DRAWINGS, COMPLETE WITH CALCULATIONS, SHALL BE SIGNED AND SEALED BY THE COLD FORM METAL FRAMING ENGINEER IN THE STATE HAVING JURISDICTION OVER THE PROJECT AND SHALL BE SUBMITTED FOR REVIEW

AND APPROVAL.

35. PROVIDE FIRE RETARDANT TREATED BLOCKING IN PARTITIONS AS REQUIRED FOR SUPPORTING WALL MOUNTED EQUIPMENT, ETC.

36. ELECTRICAL PANELS, ALARM BOXES, FIRE EQUIPMENT CABINETS AND OTHER SIMILARLY RECESSED BOXES GREATER THAN 16" THAT ARE LOCATED IN A RATED ASSEMBLY SHALL BE BACKED BY GYPSUM WALLBOARD LAYERS SUFFICIENT TO MAINTAIN THE DESIGNATED FIRE RATING. FIRE EQUIPMENT CABINETS MAY BE PROVIDED WITH A RATED

CABINET TO MATCH THE MINIMUM DESIGNED ASSEMBLY RATING THEY ARE LOCATED WITHIN.

37. ATTIC ACCESS FROM AN ADJACENT SPACE SHALL BE PROVIDED WHERE THE BELOW ITEMS OCCUR OVER GYPSUM BOARD CEILINGS:

A. VALVES

B. FLOW MEASURING DEVICES

C. MIXING BOXES

D. POWER OPERATED DAMPERS

E. ACCESS PANELS IN DUCTWORK

F. VOLUME AND BALANCING DEVICES

G. WATERFLOW SWITCHES

H. SPRINKLER SYSTEM DRAINS AND TEST CONNECTIONS

I. PRESSURE SWITCHES

J. ANY OTHER SIMILAR RELATED ITEMS/DEVICES REQUIRING ACCESS FOR SERVICING OR MAINTENANCE

38. PATCH AND REPAIR ALL ITEMS DAMAGED OR ALTERED DURING CONSTRUCTION. ALL PATCHES SHALL BLEND WITH ADJACENT MATERIAL, COLOR, FINISH, AND TEXTURE. ALL EXISTING WORK FURNISHINGS, EQUIPMENT OR MATERIAL TO REMAIN THAT ARE DAMAGED BY THE CONTRACTOR'S OPERATION SHALL BE REPAIRED AT NO ADDITIONAL

COST TO THE OWNER.

39. SLOPE ALL SLABS AT EXTERIOR BUILDING ENTRANCES 1/8" FT AWAY FROM BUILDING IN ALL LOCATIONS.

40. ISOLATE DISSIMILAR METALS BY MEANS OF HEAVY BITUMINOUS COATING, APPROVED PAINT, ADHERED POLYETHYLENE SHEET, OR OTHER MEANS APPROVED OF BY THE

ARCHITECT.

41. PRIME AND PAINT ALL STEEL LINTELS, HANDRAILS, AND ANY AND ALL OTHER INTERIOR OR EXTERIOR EXPOSED FERROUS METAL SURFACES NOT OTHERWISE INDICATED AS

COATED OR PAINTED.

42. STRUCTURAL WORK, INCLUDING MATERIAL STRESSES AND METHODS OF CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE LATEST ADOPTED BUILDING CODE, OSHA AND

GOVERNING AGENCIES HAVING JURISDICTION.

43. THE CONTRACTOR SHALL USE CONSTRUCTION METHODS THAT ARE IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

44. THE CONTRACTOR SHALL MAINTAIN THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS, DEBRIS AND RUBBISH CAUSED BY OPERATIONS.

45. AFTER COMPLETION OF WORK ALL ADDITIONAL MATERIALS REMAINING DUE TO CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF/REMOVED FROM THE SITE IN ACCORDANCE WITH ALL APPLICABLE LAWS, ORDINANCES, RULES, AND REGULATIONS U.N.O. THE CONTRACTOR SHALL ALSO REMOVE ALL WASTE DEBRIS, RUBBISH, TOOLS, EQUIPMENT, AND SURPLUS MATERIALS UPON COMPLETION OF WORK. THROUGHOUT CONSTRUCTION THE SITE SHALL BE

ORGANIZED AND CLEANED BY THE CONTRACTOR ON A DAILY BASIS.

46. THE CONTRACTOR SHALL RESTORE TO ITS ORIGINAL CONDITION ALL SITE APPURTENANCES DAMAGED UNDER THIS CONTRACT AT NO ADDITIONAL COST TO THE OWNER.

47. ANY MATERIAL SCHEDULED FOR DEMOLITION SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS NOTED OTHERWISE AND SHALL BE DISPOSED OF LEGALLY BY

THE CONTRACTOR.

48. THE CONTRACTOR SHALL REVIEW FLOOR FINISHES. ALL FINISHED FLOORS SHALL BE FLUSH TO ADJACENT FLOOR SYSTEMS WHETHER OF SIMILAR OR DISSIMILAR

MATERIALS.

49. THE FLOOR LEVEL SHALL BE THE SAME ON BOTH SIDES OF ALL INTERIOR DOORS.

50. PROVIDE FLASHING AT ALL WINDOWS AND DOORS IN EXTERIOR WALLS THROUGHOUT. PROVIDE ALL WALL, BASE, CAP, THRU-WALL, AND COUNTER FLASHING AS REQUIRED

TO PREVENT ENTRANCE OF MOISTURE AND WATER INTO THE BUILDING.

51. ALL PENETRATIONS INTO OR THROUGHOUT EITHER A VERTICAL AND/OR HORIZONTAL FIRE RATED ASSEMBLY SHALL BE PROTECTED BY A FIRE-STOPPING ASSEMBLY LISTED

BY A RECOGNIZED TESTING AGENCY.

52. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PRODUCT DATA, SAMPLES, AND SHOP DRAWINGS FOR SPECIFIED ITEMS. THESE ITEMS MUST BE SUBMITTED TO THE

ARCHITECT FOR REVIEW PRIOR TO FABRICATION.

53. COMPLETE SHOP DRAWINGS FOR ALL SPECIALITY ITEMS INCLUDED BUT NOT LIMITED TO ORNAMENTAL GUARDRAILS SHALL BE PROVIDED BY THE CONTRACTOR WITH SIGNATURE AND SEAL SIGNIFYING REVIEW AND APPROVAL BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF GEORGIA AND SHALL BE MADE AVAILABLE AT THE

JOB SITE DURING TIMES OF CONSTRUCTION.

54. THE CONTRACTOR SHALL PROVIDE TEMPORARY FIRE EXTINGUISHERS DURING CONSTRUCTION AND PERMANENT FIRE EXTINGUISHERS INCLUDING AT ALL FIRE EXTINGUISHER CABINET LOCATIONS MARKED ON PLAN IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 10.

55. ALL FINAL MATERIAL FINISH SELECTIONS TO BE APPROVED BY OWNER PRIOR TO ORDERING.

56. INDICATED TELEVISION LOCATIONS ON PLAN SHALL BE PROVIDED WITH BLOCKING AS REQUIRED IN WALLS WITH OWNER'S FINAL FURNITURE, FIXTURES, AND EQUIPMENT PACKAGE. T.V.'S AND WALL BRACKETS ARE BY OWNER'S F.F.E. AND/OR RESIDENTS. CONTRACTOR SHALL CONFIRM FINAL BLOCKING REQUIREMENTS WITH OWNER PRIOR TO

WALL COVER-UP.

57. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL SPECIAL INSPECTIONS AS REQUIRED BY IBC CHAPTER 17. SPECIAL INSPECTION REPORTS AND FINAL REPORT IN ACCORDANCE WITH SECTION 1704.2.4 SHALL BE SUBMITTED TO THE BUILDING OFFICIAL PRIOR TO THE TIME THAT PHASE OF WORK IS APPROVED FOR OCCUPANCY.

58. UNLESS DETERMINED BY THE "FIRE CODE OFFICIAL" THAT A RADIO COVERAGE SYSTEM IS NOT NEEDED FOR NEW BUILDINGS, THE GENERAL CONTRACTOR SHALL PROVIDE FOR IFC 510 TESTING AND PROVIDE SYSTEM AS REQUIRED BASED ON TEST DATA AND FIRE MARSHAL REQUIREMENTS.

59. COORDINATE LOCATION OF UTILITY METERS WITH SITE PLAN. MINIMIZE VISUAL IMPACT OF METERS BY KEEPING THEM AS LOW AS POSSIBLE.

60. THE CONTRACTOR SHALL SUBMIT CERTIFIED FIRE SUPRESSION AND FIRE ALARM DOCUMENTS TO FIRE MARSHAL FOR APPROVAL PRIOR TO PROCEEDING WITH ANY WORK.

Phone: (770) 345-2579

135 P RICKMAN INDUSTRIAL DR.

SUITE 100 CANTON, GA 30115

© 2025, CSC Design. These drawings are protected by the copyright laws of the United States. These drawings or any part thereof may not be used for any purpose or reproduced in any form or by any means without the written consent of CSC Design.

CSC

DESIGN,

INC.

ARCHITECTS ENGINEERS&

PROJECT NUMBER:

R E

V

IS

IO

N

S

/6

/2

:0 :3

P

M Y

P ro je c ts

\2 -0

D o u g la s C o u n ty

D O

T S to ra g e B u ild in g

D o u g la s C o u n ty

G

A \A rc h \0

R

E V

IT

\2

-0

D o u g la s C o u n ty

D O

T S to ra g e B u ild in g

R e v

.r v t

G-006

FOR CONSTRUCTION

GENERAL NOTES

C S

C .2

4.

1.

25-026

D O

U G

L A

S C

O U

N T

Y D

O T

S T

O R

A G

E B

U

IL

D

IN

G

C

H

IC

A G

O A

V E

N U

E

D O

U G

LA

S

V

IL

LE

, G

A , 3

IN

T

E R

IO

R

A N

D E

X T

E R

IO

R

A L T

E R

A T

IO

N

A N

D R

E H

A B

IL

IT

A T

IO

N

F O

R

N O

D

A T

E

IS

S

U E

/0

/2

R

E V

IS

IO

N

C

O U

N T

Y R

E Q

U E

S T

E D

U P

D A

T E

S

1:6

M

IN

18" MIN.

A. FRONT APPROACH, PULL SIDE

M

IN

36" MIN.

B. HINGE APPROACH, PULL SIDE

M

IN

24" MIN.

D. LATCH APPROACH, PULL SIDE

M

IN

24" MIN.

E. LATCH APPROACH W/ CLOSER, PULL SIDE

M

IN

42" MIN.

C. HINGE APPROACH, PULL SIDE

F. FRONT APPROACH, PUSH SIDE

8"

G. FRONT APPROACH W/ CLOSER, PUSH SIDE

8"

MIN.

12"

H. HINGE APPROACH, PUSH SIDE

2"

MIN.

22"

I. HINGE APPROACH W/ CLOSER, PUSH SIDE

8"

MIN.

22"

J. LATCH APPROACH, PUSH SIDE

2"

MIN.

24"

K. LATCH APPROACH W/ CLOSER, PUSH SIDE

8"

MIN.

24"

ANSI 117.1-2010 §404.2.4 - MANEUVERING CLARANCE AT SWING DOORS

ADA 2010 §304.3 - TURNING CLEARANCE

ø60" MIN.

MIN.

12" 36" MIN.

MIN.

12"

M

IN

M

IN

M

IN

TOE

OVERLAP

"T" SHAPED TURNING CLEARANCECIRCULAR TURNING CLEARANCE

ADA 2010 §306.3 - KNEE CLEARANCE ADA 2010 §306.2 - TOE CLEARANCE

M

IN

11" MIN.

8" MIN.

PLANELEVATION

M

IN

30" MIN.

M

A X

PLANELEVATION

M

IN

30" MIN.

MAX.

6"

M

IN

" C

LE

A

R U

N D

E R

E

LE

M E

N T

C

LE

A R

U N

D E

R E

LE

M

E N

T

M

IN

ACCESSIBLE TOILET COMPARTMENT

ADA 2010 §604.8.1

M

IN

. C

L E

A R

59" MIN. CLEAR - FLOOR MOUNT

56" MIN. CLEAR - WALL HUNG

M

IN

2"

MAX.

12"

36" GRAB BAR **

FLUSH CONTROLS ARE TO

BE LOCATED ON THE OPEN

SIDE OF THE WATER CLOSET

42" GRAB BAR **

LARGE ACCESSIBLE TOILET COMPARTMENT

ADA 2010 §604.8.1

M

IN

. C

L E

A R

M

IN

2"

MAX.

12"

36" GRAB BAR **

FLUSH CONTROLS ARE TO

BE LOCATED ON THE OPEN

SIDE OF THE WATER CLOSET

42" GRAB BAR **

M

IN

M

IN

STANDARD TOILET COMPARTMENT

2018 IPC §405.3.1

M A

X

SELF CLOSING

32" MIN. CLEAR 4"

59" MIN. CLEAR - FLOOR MOUNT

56" MIN. CLEAR - WALL HUNG 3'-0" MIN.

42" MIN. CLEAR

STANDARD CLEARANCES

* SIZES SHOWN ASSUME TOE CLEARANCE IS

PROVIDED ON ONE SIDE AND AT THE FRONT OF THE

STALL. IF STALLS DO NOT HAVE TOE CLEARANCES,

THE MIN. WIDTH MUST BE INCREASED TO 66" CLEAR.

8"

30"

LAVATORY

ADA 2010 §606.2

8"

30"

URINAL

ADA 2010 §605.3

8"

LOW FOUNTAIN

30" CENTER ON

HI-LOW DRINKING FOUNTAIN

ADA 2010 §602.2 & 602.5

M A

X

M

IN

60" MIN. CLEAR

AMBULATORY TOILET COMPARTMENT

ADA 2010 §604.8.2

42" MIN. CLEAR

42" GRAB BAR **

MAX.

12"

S E

L F

C L

O S

IN

G

M

IN

. C

L E

A R

W / A

C C

. L A

T C

H

W/ ACC. LATCH

SELF CLOSING

32" MIN. CLEAR

W/ ACC. LATCH

** ALL GRAB BARS TO BE CAPABLE OF SUPPORTING

250 LB. LOAD. REINFORCE PARTITION WALLS AS REQ.

WATER CLOSET SEAT HEIGHT

ADA 2010 §604.4

T .O

B

A R

0"

T .O

B

L O

C K

IN

G

8"

3"42" BLOCKING

12" MIN.24" MIN.

0"

48" BLOCKING 9"

42" 12"MAX

T .O

B

A R

16"-18"

WATER CLOSET REAR WALL VIEW

ADA 2010 §604.5.2

WATER CLOSET SIDE WALL VIEW

ADA 2010 §604.5.1

T .O

B

L O

C K

IN

G

8"

36" 6"

RECESSED DISPENSER

ANSI 117.1-2017 604.7.1

PROTRUDING DISPENSER

ABOVE GRAB BAR

ANSI 117.1-2017 604.7.1

"M

IN

"M A

X

24"MIN

36"MAX

"M

IN

"M A

X

42"MAX

24"MIN

36"MAX

"M

IN

42"MAX

24"MIN

PROTRUDING DISPENSER

BELOW GRAB BAR

ANSI 117.1-2017 604.7.1

MOUNTING HEIGHTS

LAVATORY AND MIRROR

2018 IPC §405.3.1

ADA 2010 §603.3

T O

M

IR

R O

E R

E D

S U

R F

A C

E

M

A X

M

A X

M

A X

M

IN

11" MIN.

8" MIN.

17" MIN.

INSULATE / PROTECT

EXPOSED PIPES AND

SURFACES

LAVATORY

ADA 2010 §606.3 & 606.5

/2

M

IN

TOILET SEAT

COVERS

ADA 2010 §308.3.2

T O

H

IG

H E

S T

C O

N T

R O

L S

SANITARY

NAPKIN DISPOSAL

ADA 2010 §308.3.1

T O

O P

E N

IN

G

RECESSED WASTE

DISPENSER

ADA 2010 §308.3.2

T O

O P

E N

IN

G

SANITARY

NAPKIN DISPENSER

ADA 2010 §308.3.2

T O

O P

E N

IN

G

M

A X

T O

H

IG

H E

S T

C O

N T

R O

L S

M

A X

SOAP DISPENSER

ADA 2010

§307.2 & 308.2.2

T O

H

IG

H E

S T

C O

N T

R O

L S

M

IN

"11" MIN.

MIN.

8"

M

IN

T .O

. S P

O U

T

M

A X

5" MAX. 15" MIN.

LOW DRINKING FOUNTAIN

ADA 2010 §306.3 & 602.5

HI-LOW DRINKING FOUNTAIN

ADA 2010 §306.3 & 602.4

M

IN

M

IN

T .O

. S P

O U

T

M

A X

M

A X

M

IN

BABY CHANGING STATION

ADA 2010 §306.3 & 902.3

T O

H

IG

H E

S T

C O

N T

R O

L S

AIR HAND DRYER

ADA 2010

§307.2 & 308.2.2

FIRE EXTINGUISHER

WALL MOUNT

NFPA 10 §6.1.3.8.1

M

A X

L B

S

M

A X

L B

S

FIRE EXTINGUISHER

CABINET

ADA 2010 §307.2 & 308.2.1

NFPA 10 §6.1.3.10.5

M

A X

URINAL

2018 IPC §405.3.1

ADA 2010 §605.2

SIGNAGE

SEE SHEET G-060

B .O

. L O

W E

S T

C H

A R

A C

T E

R

M

IN

T .O

H

IG

H

E S

T C

H A

R A

C T

E R

"M A

X

FIRE ALARM

PULL

ADA 2010 §308.2.1

T .O

. P U

L L

M

A X

VISUAL STROBE

ADA 2010 §702.1

NFPA 72 §18.5.5

B O

T T

O M

O F

L E

N S

M

A X

T .O

. L E

N S

M

A X

M

A X

15"MIN.

M

A X

T .O

. O P

E N

IN

G

15" 15"

M

A X

M

A X

COAT/ROBE HOOK

ADA 2010 §308.3.1

T .O

H

O O

K

Phone: (770) 345-2579

135 P RICKMAN INDUSTRIAL DR.

SUITE 100 CANTON, GA 30115

© 2025, CSC Design. These drawings are protected by the copyright laws of the United States. These drawings or any part thereof may not be used for any purpose or reproduced in any form or by any means without the written consent of CSC Design.

CSC

DESIGN,

INC.

ARCHITECTS ENGINEERS&

PROJECT NUMBER:

R E

V

IS

IO

N

S

/6

/2

:0 :3

P

M Y

P ro je c ts

\2 -0

D o u g la s C o u n ty

D O

T S to ra g e B u ild in g

D o u g la s C o u n ty

G

A \A rc h \0

R

E V

IT

\2

-0

D o u g la s C o u n ty

D O

T S to ra g e B u ild in g

R e v

.r v t

G-050

FOR CONSTRUCTION

ACCESSIBLITY

DETAILS

C S

C .2

4.

1.

25-026

D O

U G

L A

S C

O U

N T

Y D

O T

S T

O R

A G

E B

U

IL

D

IN

G

C

H

IC

A G

O A

V E

N U

E

D O

U G

LA

S

V

IL

LE

, G

A , 3

IN

T

E R

IO

R

A N

D E

X T

E R

IO

R

A L T

E R

A T

IO

N

A N

D R

E H

A B

IL

IT

A T

IO

N

F O

R

N O

D

A T

E

IS

S

U E

UP

LIFE SAFETY LEGEND

EXIT TRAVEL DISTANCE

TOTAL TRAVEL DISTANCE

EXIT DATA

EXIT NUMBER

E X

IT

LIFE SAFETY GENERAL NOTES

1. REFER TO PARTITION TYPES SCHEDULE FOR PARTITION TYPE DETAILS AND TESTED RATED

ASSEMBLY DETAILS.

STAIR EGRESS CAPACITY

DOOR EGRESS CAPACITY

DOOR EGRESS WIDTH

EXIT / EMERGENCY LIGHT

COMBINATION WITH EMERGENCY

BATTERY - SEE ELECTRICAL

DRAWINGS

34"

FIRE EXTINGUISHERFE

EXIT

EMERGENCY LIGHT FIXTURE -

SEE ELECTRICAL DRAWINGS

TD1: 100'-0"

TRAVEL DISTANCE

EXISTING BUSINESS OCCUPANCY [SPRINKLERED] STORAGE OCCUPANCY [SPRINKLERED]

LSC CHAPTER 39, IBC CHAPTER 3

GROUP B (BUSINESS) OCCUPANCY

TRAVEL DISTANCE = 300' MAX; LSC 39.2.6.3

COMMON PATH = 100'; LSC 39.2.5.3.1

DEAD END LIMIT = 50'; LSC 39.2.5.2

LSC CHAPTER 42, IBC CHAPTER 3

GROUP S-1 (STORAGE) OCCUPANCY

TRAVEL DISTANCE = 400' MAX; LSC TABLE 42.2.6

COMMON PATH = 100' MAX; LSC 42.2.5

DEAD END LIMIT = 100' MAX; LSC 42.2.5

LIFE SAFETY KEYNOTES LS

OCCUPANCY LEGEND

STORAGE 1

123456789

STRUCTURE NOT

IN SCOPE

STRUCTURE NOT IN

SCOPE

11,157.99 SF 500 GROSS

22 OCC

STORAGE 1

STORAGE

1,021.53 SF 500 GROSS

2 OCC

STORAGE 1

STORAGE

874.07 SF 500 GROSS

2 OCC

STORAGE 1

STORAGE

137.04 SF 500 GROSS

0 OCC

STORAGE 1

STORAGE

630.45 SF 500 GROSS

1 OCC

STORAGE 1

STORAGE

509.62 SF 500 GROSS

1 OCC

STORAGE 1

STORAGE

319.20 SF 500 GROSS

1 OCC

STORAGE 1

STORAGE

EXIT

EXIT EXIT EXIT

E X

IT

EXIT

E X

IT

EXIT

170E X

IT

170E X

IT

170E X

IT

170E X

IT

170E X

IT

34"

FE

FE

FE

FE

TRAVEL DISTANCE = 106' - 8"

T R

A V

E L D

IS

T

A N

C E

TRAVEL DISTANCE = 87' - 0"

A

B

C

PROSPOSED FIRE RISER LOCATION

VERIFY WITH FIRE MARSHAL FOR

EXTERIOR FIRE RISER SIGNAGE

LOCATION AND KNOX BOX

123456789

STRUCTURE NOT

IN SCOPE

STRUCTURE NOT IN

SCOPE

2,171.48 SF 50 GROSS

43 OCC

BUSINESS

BUSINESS - CONCEN.

117.32 SF 500 GROSS

0 OCC

STORAGE 1

STORAGE

287.76 SF 50 GROSS

6 OCC

BUSINESS

UNCONCENTRATED

OCCUPANCY LEGEND

BUSINESS

STORAGE 1

STORAGE AREA BELOW

OPEN TO BELOW

OPEN TO BELOW

EXIT

EXIT

170E X

IT

170E X

IT

" 34

FE FE

T R

A V

E L D

IS

T

A N

C E

A

B

C

Phone: (770) 345-2579

135 P RICKMAN INDUSTRIAL DR.

SUITE 100 CANTON, GA 30115

© 2025, CSC Design. These drawings are protected by the copyright laws of the United States. These drawings or any part thereof may not be used for any purpose or reproduced in any form or by any means without the written consent of CSC Design.

CSC

DESIGN,

INC.

ARCHITECTS ENGINEERS&

PROJECT NUMBER:

R E

V

IS

IO

N

S

/6

/2

:0 :4

P

M Y

P ro je c ts

\2 -0

D o u g la s C o u n ty

D O

T S to ra g e B u ild in g

D o u g la s C o u n ty

G

A \A rc h \0

R

E V

IT

\2

-0

D o u g la s C o u n ty

D O

T S to ra g e B u ild in g

R e v

.r v t

LS101

FOR CONSTRUCTION

LIFE SAFETY

PLANS

C S

C .2

4.

1.

25-026

D O

U G

L A

S C

O U

N T

Y D

O T

S T

O R

A G

E B

U

IL

D

IN

G

C

H

IC

A G

O A

V E

N U

E

D O

U G

LA

S

V

IL

LE

, G

A , 3

IN

T

E R

IO

R

A N

D E

X T

E R

IO

R

A L T

E R

A T

IO

N

A N

D R

E H

A B

IL

IT

A T

IO

N

F O

R

OCCUPANCY USE SCHEDULE

FUNCTION/USE AREA FACTOR

CALCULATED

OCCUPANT

LOAD

ACTUAL

OCCUPANT

OVERRIDE

DESIGN

OCCUPANT

LOAD

LEVEL 01

STORAGE 1

STORAGE 14,649.91 SF 500 GROSS 29 0 29

LEVEL 02

BUSINESS

BUSINESS - CONCEN. 2,171.48 SF 50 GROSS 43 0 43

UNCONCENTRATED 287.76 SF 50 GROSS 6 0 6

STORAGE 1

STORAGE 117.32 SF 500 GROSS 0 0 0

TOTAL OCCUPANT LOAD 17,226.47 SF 78 0 78

OCCUPANT TOTAL NUMBER OF EXITS

MIN. REQ. PROVIDED

N/A N/A

MIN. REQ. PROVIDEDMIN. REQ. PROVIDED

HORIZONTAL: 0.2/OCC STAIRWAY: 0.3/OCC

16"

EGRESS CAPACITY:

2 7 238"

N O

D

A T

E

IS

S

U E

/0

/2

R

E V

IS

IO

N

C

O U

N T

Y R

E Q

U E

S T

E D

U P

D A

T E

S

LS101 | 1/16" = 1'-0"1 LIFE SAFETY PLAN - LEVEL 1

LS101 | 1/16" = 1'-0"2 LIFE SAFETY PLAN - LEVEL 2

PLUMBING FIXTURE REQUIREMENTS SCHEDULE

PLUMBING FIXTURE COUNT AREA

CALCULATED

OCCUPANT

LOAD

WATER CLOSETS LAVATORIES

DRINKING

FOUNTAIN

MALE FEMALE MALE FEMALE

COUNTCOUNT URINAL COUNT COUNT COUNT COUNT

LEVEL 01

27 - STORAGE 14,649.91 SF 29 0.15 0.07 0.15 0.15 0.15 0.03

LEVEL 02

10 - BUSINESS 2,459.24 SF 49 0.98 0.49 0.98 0.61 0.61 0.49

27 - STORAGE 117.32 SF 0 0.00 0.00 0.00 0.00 0.00 0.00

17,226.47 SF 78 1.13 0.56 1.13 0.76 0.76 0.52

WATER CLOSETS

MALE

MIN.

REQ. PROVIDED

FEMALE

LAVATORIES

MALE FEMALE

BATH / SHOWER DRINKING

FOUNTAINS

MIN.

REQ. PROVIDED

MIN.

REQ. PROVIDED

MIN.

REQ. PROVIDED

MIN.

REQ. PROVIDED

MIN.

REQ.

URINALS

PROVIDED

W.C.

PROVIDED

PLUMBING FIXTURE COUNT SCHEDULE: LEVEL 01 & LEVEL 02

1 1 1 1 1 1 1 1 1 N/A N/A 1 1

TN

TN

ADDITIONAL ADA AND REGULAR RESTROOMS ARE AVAILABLE AT THE NEW DOT OFFICE FACILITY WITHIN 500' OF THIS BUILDING.

DN

DN

AD402

AD402

AD402

AD402

AD401

AD401AD301

AD401

AD401

AD301 4

14'-5 1/2" 25'-0" 25'-0" 25'-0 3/4" 22'-0" 25'-0" 25'-0" 24'-5" 30'-9"

AD402

AD402

STORAGE AREA

OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD

OVHD OVHD

RR RR

WC

SH

STORAGE

STORAGE

STORAGE

RETAINING WALL

STRUCTURE NOT

IN SCOPE

STRUCTURE NOT IN

SCOPE

STORAGE

A D

A D

A D

A D

STORAGE

STO.

185'-11 1/4" 61'-2"

A A

BB

CC

AD3013

AD301

AD402

AD402

AD402

AD402

AD401

AD401

AD301 4

STORAGE AREA BELOW

OPEN TO BELOW

OPEN TO BELOW

AD402

AD402

RR RR

M E

C H

STORAGE

STO

EXISTING AIR COMPRESSOR

WORKSHOP 3 WORKSHOP 4

OFFICE/ENTRY

UPPER ENTRY

W.SHOP 2W.SHOP 1

STRUCTURE NOT

IN SCOPE

STRUCTURE NOT IN

SCOPE

14'-5 1/2" 25'-0" 25'-0" 25'-0 3/4" 22'-0" 25'-0" 25'-0" 24'-5" 30'-9"

OPEN TO BELOW

OPEN TO BELOW

A D

A D

185'-11 1/4"

STAIR

A A

BB

CC

61'-2"

AD3013

AD301

AD301

DEMOLITION LEGEND

DEMOLITION GENERAL NOTES

1. CONTRACTOR SHALL PROTECT ALL PORTIONS SCHEDULED TO REMAIN / NOT SCHEDULED

FOR DEMOLITION. CONTRACTOR SHALL RESTORE ANY AND ALL DAMAGED AREAS

SCHEDULED TO REMAIN THROUGH DEMOLITION AND CONSTRUCTION PHASES TO ORIGINAL

LIKE NEW CONDITION AT NO COST TO THE OWNER, TYP.

2. REMOVED AND SALVAGED MATERIAL AND EQUIPMENT SHALL BE STORED ON SITE AND AS

DIRECTED BY THE OWNER.

3. CONTRACTOR SHALL MAINTAIN SAFE ACCESS TO AND FROM ALL BUILDING EXITS AT ALL

TIMES. CONTRACTOR SHALL COORDINATE WITH OWNER SCHEDULING OF WORK TIMES,

PRIOR TO COMMENCEMENT OF ANY AND ALL WORK.

4. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THE

DRAWINGS AND IMMEDIATELY NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO

ORDERING OR FABRICATING MATERIALS OR OTHERWISE PROCEEDING WITH THE WORK.

5. PROVIDE LABOR, MATERIAL, EQUIPMENT AND SERVICES REQUIRED TO EXECUTE AND

COMPLETE ALL ITEMS OF WORK AS SHOWN OR INDICATED ON THE DRAWINGS AND AS

SPECIFIED, INCLUDING INCIDENTAL ITEMS TO AFFECT A FINISHED AND COMPLETE JOB, EVEN

THOUGH SUCH ITEMS ARE NOT SHOWN OR SPECIFICALLY MENTIONED.

6. MAINTAIN PREMISES AND PUBLIC PROPERTIES FREE FROM ACCUMULATIONS OF WASTE

MATERIALS, DEBRIS AND RUBBISH CAUSED BY OPERATIONS.

7. CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR BRACING AND SHORING OF THE

STRUCTURE DURING DEMOLITION AND CONSTRUCTION TO ENSURE STABILITY.

8. THE CONTRACTOR SHALL RESTORE TO IT'S ORIGINAL CONDITION AND QUALITY (AS

APPROVED BY THE ARCHITECT, ENGINEER, UTILITY REPRESENTATIVE AND/OR APPLICABLE

OWNER REPRESENTATIVE) ALL SITE APPURTENANCES DAMAGED AT NO ADDITIONAL COST

TO THE OWNER.

9. DEMOLISH ALL FLOORING, CEILINGS AND WALL FINISHES.

10. PATCH AND REPAIR ANY AND ALL DAMAGED AREAS SCHEDULED TO REMAIN TO LIKE NEW

CONDITION.

11. REMOVE EXISTING ELECTRICAL LIGHT FIXTURES. REMOVE ANY AND ALL EXISTING CONDUIT, JUNCTION BOXES, WIRING AND RELATED LIGHTING ACCESSORIES IN THEIR ENTIRETY - CAP

OFF IN A CODE COMPLIANT MANNER AT INACCESSIBLE/CONCEALED LOCATIONS AS

REQUIRED, TYP.

12. CONTRACTOR TO SAW CUT WALLS AND FLOORS AT TRANSITIONS OF SCHEDULED

DEMOLITION TO PROVIDE A CLEAN EDGE FOR FUTURE WORK.

13. NOTIFY ARCHITECT IMMEDIATELY UPON DISCOVERING ANY UNFORESEEN "UNKNOWNS," FOR

FURTHER DIRECTION PRIOR TO PROCEEDING WITH FURTHER WORK.

14. AFTER COMPLETION OF WORK, DEMOLITION AND NEW, ALL REMAINING CONSTRUCTION

MATERIALS (EXCEPT SPECIFIED ATTIC STOCK) SHALL BECOME THE PROPERTY OF THE

GENERAL CONTRACTOR AND SHALL BE DISPOSED OR/REMOVED FROM THE SITE IN

ACCORDANCE WITH ALL APPLICABLE LAWS, ORDINANCES, RULES AND REGULATIONS UNLESS

NOTIFIED OTHERWISE (INCLUDING BUT NOT LIMITED TO SURPLUS STOCK MATERIAL SUCH AS

PAINT, TILES, ETC.). CONTRACTOR SHALL ALSO REMOVE ALL WASTE DEBRIS, RUBBISH,

TOOLS AND EQUIPMENT UPON COMPLETION OF WORK. THROUGHOUT CONSTRUCTION, SITE

SHALL BE ORGANIZED AND CLEANED BY CONTRACTOR ON A DAILY BASIS.

15. RELOCATE ANY AND ALL EXISTING UTILITIES IN AFFECTED DEMOLITION SCHEDULED TO BE

REUSED TO AREAS SCHEDULED AS NEW OR REMAINING ADJACENT AREAS.

EXISTING WALL TO BE REMOVED

EXISTING WALL TO REMAIN

EXISTING DOOR TO BE REMOVED

EXISTING WINDOW TO BE REMOVED

Phone: (770) 345-2579

135 P RICKMAN INDUSTRIAL DR.

SUITE 100 CANTON, GA 30115

© 2025, CSC Design. These drawings are protected by the copyright laws of the United States. These drawings or any part thereof may not be used for any purpose or reproduced in any form or by any means without the written consent of CSC Design.

CSC

DESIGN,

INC.

ARCHITECTS ENGINEERS&

PROJECT NUMBER:

R E

V

IS

IO

N

S

/6

/2

:0 :4

P

M Y

P ro je c ts

\2 -0

D o u g la s C o u n ty

D O

T S to ra g e B u ild in g

D o u g la s C o u n ty

G

A \A rc h \0

R

E V

IT

\2

-0

D o u g la s C o u n ty

D O

T S to ra g e B u ild in g

R e v

.r v t

AD100

FOR CONSTRUCTION

DEMOLITION

FLOOR PLANS -

LEVELS 1 & 2

C S

C .2

4.

1.

25-026

D O

U G

L A

S C

O U

N T

Y D

O T

S T

O R

A G

E B

U

IL

D

IN

G

C

H

IC

A G

O A

V E

N U

E

D O

U G

LA

S

V

IL

LE

, G

A , 3

IN

T

E R

IO

R

A N

D E

X T

E R

IO

R

A L T

E R

A T

IO

N

A N

D R

E H

A B

IL

IT

A T

IO

N

F O

R

AD100 | 1/16" = 1'-0"1 DEMOLITION FLOOR PLAN - LEVEL 1

AD100 | 1/16" = 1'-0"2 DEMOLITION FLOOR PLAN - LEVEL 2

TN

TN

N O

D

A T

E

IS

S

U E

/0

/2

R

E V

IS

IO

N

C

O U

N T

Y R

E Q

U E

S T

E D

U P

D A

T E

S

23456789

AD402

AD402

AD402

AD402

AD301 4

AD402

AD402

OVHD

STORAGE AREA

OVHDOVHDOVHDOVHDOVHD

OVHD OVHD

EDGE OF ORIGINAL

STORAGE BUILDING

STRUCTURE

NOT IN SCOPE

STRUCTURE NOT

IN SCOPE

'-9

/4

A D

A D

M A

T C

H

LI

N E

A

B

C

1111111111

11 11

44 42 42 7 7 73

30614

14 30

32 25

37 7 7 7

AD301

AD301

12 2

AD401

AD401

AD401

AD401

AD402

AD402

RR

RR

W.C.

SHOWER

STORAGE AREA

OVHD OVHD

STORAGE STORAGE

STORAGE

STORAGE

A D

A D

M A

T C

H

LI

N E

M A

T C

H

LI

N E

STORAGE

STORAGE

A

B

C

OVHD

OVHD

11 117 7 7 47 14

43 25

48 48

21 25

33 38

33 38

20 5858

AD3013

AD301

DEMOLITION LEGEND

EXISTING WALL TO BE REMOVED

EXISTING WALL TO REMAIN

EXISTING DOOR TO BE REMOVED

EXISTING WINDOW TO BE REMOVED

DEMOLITION PLAN KEY NOTES

1 - DEMOLISH EXISTING ROOF THROUGHOUT INCLUDING ANY ROOF INSULATION AND CORRUGATED

METAL DECK

2 - DEMOLISH EXISTING ROOF VENT

3 - DEMOLISH AND REPLACE EXISTING STRUCTURAL MAINFRAME AS INDICATED IN DASHED RED

4 - DEMOLISH AND REPLACE EXISTING PURLINS AS INDICATED IN DASHED RED

5 - DEMOLISH AND REPLACE PURLINS AS REQUIRED BASED ON CONDITION. SEE STRUCTURAL FOR

MORE INFORMATION

6 - DEMOLISH EXISTING EXTERIOR METAL WALL PANEL AND ANY EXISTING WALL INSULATION.

DEMOLISH ANY UNUSED WALL MOUNTED CONDUITS, WIRING, PLUMBING LINES, SIGNAGE, ETC.

7 - EXISTING REINFORCED CONCRETE WALL TO REMAIN. REMOVE ANY UNUSED SURFACE MOUNTED

CONDUITS, WIRING, PLUMBING LINES, ETC.

8 - EXISTING METAL BRACING TO REMAIN

9 - DEMOLISH EXISTING VINYL WALLS. PREPARE FOR NEW WALL INFILL

10- DEMOLISH EXISTING CANOPY

11- DEMOLISH EXISTING OVERHEAD DOOR, DOOR JAMBS, TRACKS, AND/OR HOUSING

12- DEMOLISH EXISTING GARAGE DOOR AND DOOR GUIDES

13- EXISTING ROLL-UP DOOR TO REMAIN. GC TO CLEAN, ADJUST, AND GREASE DOOR AS REQUIRED

14- DEMOLISH EXISTING DOOR, FRAME, AND HARDWARE

15- DEMOLISH EXISTING DOUBLE DOOR, FRAME, AND HARDWARE

16- DEMOLISH EXISTING WINDOW AND FRAME, PREPARE FOR OPENING INFILL

17- REMOVE AND SALVAGE EXISTING WINDOW FOR RE-INSTALLATION

18- DEMOLISH AND REPLACE EXISTING WINDOW, FRAME, AND/OR TRIMS

19- EXISTING INTERIOR WINDOW TO REMAIN. REMOVE PAINT FROM GLASS PANELS, MULLIONS, AND

FRAME. PREPARE FOR NEW PAINT

20- DEMOLISH EXISTING AC CONDENSER UNIT

21- EXISTING EXTERIOR CONCRETE STAIR TO REMAIN. CLEAN/ PRESSURE WASH AS REQUIRED

22- EXISTING STAIR CONCRETE CURB TO REMAIN

23- EXISTING CONCRETE FLOOR SLAB TO REMAIN

24- DEMOLISH EXISTING GYP. BOARD AND / OR WOOD PANELING AT INTERIOR SIDE OF WALL. PREPARE

WALL FOR NEW GYP. BOARD.

25- REMOVE VEGETATION AND/OR WEEDS AROUND BUILDING PERIMETER

26- DEMOLISH EXISTING INTERIOR WALLS AS DEPICTED WITH DASHED LINES

27- EXISTING METAL WALL FRAMING TO REMAIN, DEMOLISH EXISTING T1-11 PANEL AND PREPARE FOR

NEW SHEATHING INSTALLATION, BOTH SIDES

28- EXISTING INTERIOR WALL TO REMAIN, REPLACE EXISTING WALL BASE AND TRIMS. PATCH AND

REPAIR ANY DAMAGED T1-11 PANELS AND PREPARE FOR NEW PAINT

29- EXISTING CORRUGATED WALL TO REMAIN. REMOVE ANY UNUSED SURFACE MOUNTED CONDUITS AND/OR DEVICES, REMOVE EXISTING PAINT. PATCH, REPAIR, AND CLEAN CORRUGATED WALL AS

REQUIRED AND PREPARE FOR NEW PAINT

30- DEMOLISH EXISTING GUTTERS AND DOWNSPOUTS, TYPICAL THROUGHOUT

31- DEMOLISH EXISTING METAL RAILING

32-…