PK26_01 _ BRP _ ARCH PLANS.pdf

JURISDICTION

CODES/STANDARDS & CLASSIFICATIONS

REVISION HISTORY

NO. DATE DESCRIPTION

AREA MAP

3180 BUNTEN ROAD

DULUTH, GA 30096

DRAWING INDEX

SCOPE OF WORK

ADDITION OF CONCRETE BLOCK PRIVACY WALLS AROUND RESTROOM ENTRANCE DOORS, RELOCATION OF WOMEN'S

RESTROOM ENTRANCE DOOR.

VICINITY MAP

SHEETS

PROJECT INFORMATION

NAME OF DEVELOPMENT:

DEVELOPMENT LOCATION:

NAME OF OWNER:

OWNER ADDRESS:

BUILDING AREA:

NUMBER OF BUILDINGS:

NUMBER OF STORIES:

OCCUPANCY CLASSIFICATION:

CALCULATED LOAD FOR WATER CLOSETS:

CALCULATED LOAD FOR LAVATORIES:

OCCUPANCY LOAD CALCULATIONS:

CONSTRUCTION TYPE: IIIB - NOT SPRINKLERED, NON-FIRE ALARMED

GROSS BUILDING AREA:

BUNTEN ROAD PARK

348 SQUARE FEET

ONE

ONE

(U) UTILITY & MISCELLANEOUS

EXISTING

EXISTING

348 SQUARE FEET

BLDG HGT PER CODE: EXISTING

3180 BUNTEN ROAD DULUTH, GEORGIA

CITY OF DULUTH

3167 MAIN STREET

DULUTH, GA 30096

N/A

GENERAL

SHEET NUMBER SHEET NAME

G-001 ARCHITECTURAL COVER SHEET

G-002 GENERAL NOTES

ARCHITECTURAL

SHEET NUMBER SHEET NAME

D-101 EXISTING CONDITIONS & DEMOLITION FLOOR PLANS

A-101 NEW FLOOR PLAN, WALL SECTION, SCHEDULES &

DETAILS

2018 INTERNATIONAL BUILDING CODE, WITH 2020 GEORGIA STATE AMENDMENTS

2018 INTERNATIONAL MECHANICAL CODE, WITH 2020 GEORGIA STATE AMENDMENTS

2018 INTERNATIONAL FUEL GAS CODE, WITH 2020 GEORGIA STATE AMENDMENTS

2018 INTERNATIONAL PLUMBING CODE, WITH 2020 GEORGIA STATE AMENDMENTS

2020 NFPA NATIONAL ELECTRIC CODE

2018 INTERNATIONAL FIRE CODE, WITH LATEST STATE AMENDMENTS

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

NFPA 101, LIFE SAFETY CODE 2024 EDITION. (AMENDED BY 120-3-3)

2015 INTERNATIONAL ENERGY CONSERVATION CODE , WITH 2020 GEORGIA STATE AMENDMENTS

2018 INTERNATIONAL EXISTING BUILDING CODE WITH 2015 GEORGIA STATE AMENDMENTS

2015 GWINNETT COUNTY CONSTRUCTION CODE

2012 GWINNETT COUNTY ORDINANCE FOR FIRE PROTECTION AND LIFE SAFETY

CURRENT EDITION OF THE NFPA CODES AND STANDARDS AS ADOPTED AND MODIFIED BY THE STATE FIRE MARSHAL

CURRENT ADOPTED OCGA 120-3-3 GEORGIA MINIMUM FIRE SAFETY STANDARDS

BUNTEN ROAD PARK

IMPROVEMENT PROJECT

SITE

BUILDING REVIEW:

CITY OF DULUTH

3167 MAIN STREET

DULUTH, GEORGIA 30096

PH: 770.476.3434

FIRE PLAN REVIEW:

GWINNETT COUNTY DEPT. OF PLANNING & DEVELOPMENT

FIRE PLAN REVIEW

ONE JUSTICE SQUARE

446 WEST CROGAN STREET, SUITE 150

LAWRENCEVILLE, GEORGIA 30046

PH: 678.518.6000 FAX: 678.518.6144

SITE

1. SIGNS ARE NOT APPROVED WITHIN THE SCOPE OF THIS BUILDING PERMIT. A SEPARATE SIGN

LOCATION PERMIT IS REQUIRED FOR EACH SIGN

2. SMOKING IS PROHIBITED IN ALL ENCLOSED PUBLIC PLACES AND IN ALL ENCLOSED AREAS WITHIN

PLACES OF EMPLOYMENT IN ACCORDANCE WITH COUNTY CLEAN INDOOR AIR ORDINANCE.

GWINNETT COUNTY FIRE MARSHAL INSPECTIONS ARE TO BE SCHEDULED ONLINE AT:

GwinnettZIP.com -50% = Inspections of vertical penetrations.

-80% = Inspections of any fire rated partitions, floor or ceiling, ceiling cover up.

-100% = Final inspection, all systems and equipment are installed and operational, Any inspection requests made after 2:00 pm will be scheduled for the next business day.

SEPARATE SUBMITTALS AND REVIEWS BY FIRE PLAN REVIEW FOR:

__ Fire Sprinkler __ Fire Alarm Systems __ Kitchen Hoods __ Fire Suppression Systems __ Rack Storage (Product height over 12 feet) __ Storage and/or use of Hazardous Materials

BLDG

1 COUNTY COMMENTS10/16/2025

COUNTY

COMMENTS

10/16/2025 G-001, A-101

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text

STATE

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

MDG JOB NO.

AutoCAD SHX Text

DESIGNED BY

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GA

AutoCAD SHX Text R.M.M.

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text R.M.M.

AutoCAD SHX Text 770.910.9740

AutoCAD SHX Text

SUITE 106

AutoCAD SHX Text

DULUTH, GA 30097

AutoCAD SHX Text

2862 BUFORD HIGHWAY

AutoCAD SHX Text

DULUTH, GA 30096

AutoCAD SHX Text

3180 BUNTEN ROAD

AutoCAD SHX Text

BUNTEN ROAD PARK

AutoCAD SHX Text

CITY OF DULUTH

AutoCAD SHX Text 5477.17

AutoCAD SHX Text 08/14/2025

AutoCAD SHX Text M.L.M.

AutoCAD SHX Text G-001

AutoCAD SHX Text

ARCHITECTURAL COVER SHEET

AutoCAD SHX Text

PROJECT NUMBER 5477.17

AutoCAD SHX Text

BUNTEN ROAD PARK IMPROVEMENT PROJECT

AutoCAD SHX Text D23-136

COLUMN LINE INDICATOR

DETAIL NUMBER

SHEET NUMBER

DETAIL INDICATOR

DOOR NUMBER, REFER

TO SCHEDULE

CEILING MATERIAL FINISH

CEILING HEIGHT

DETAIL NUMBER

SHEET NUMBER

EXTERIOR ELEVATION INDICATOR

DETAIL NUMBER

SHEET NUMBER

INTERIOR ELEVATION INDICATOR

WALL/PARTITION TYPE

WINDOW TYPE,

REFER TO SCHEDULE

DETAIL NUMBER

ENLARGED PLAN/DETAIL INDICATOR

ROOM NAME AND NUMBER

EXTERIOR FINISH MATERIAL

DIMENSION LINE

EARTH

GRAVEL

GROUT OR

SURFACE

CONCRETE

CAST-IN-PLACE

CONCRETE

CUT STONE

WOOD -

ROUGH

WOOD - FINISH

WOOD

BLOCKING

STEEL

PLYWOOD

GYPSUM

INSULATION - BATT

OR LOOSE

RIGID INSULATION

EXTERIOR

INSULATION

FINISH SYSTEM

BRICK

GENERAL LEGENDMATERIAL INDEX

1' - 10 1/2"

A

A1' - 0"

X-1

A101

A101

A101

2A

A101

A

NAME

NOTE: DIMENSIONS ARE TAKEN FROM FINISHED

FACE UNLESS OTHERWISE NOTED.

B

SHEET NUMBER

FACE OF WALL INDICATOR

ARCHITECTURAL ABBREVIATIONS

A A

PLEASE REFER TO ENGINEERING DRAWINGS FOR ENGINEERING

ABBREVIATIONS

A.C.T. ACOUSTICAL CEILING TILE

A.F.F ABOVE FINISH FLOOR

A.H.U AIR HANDLING UNIT

ALT. ALTERNATE

ALUM. ALUMINUM

ANOD ANODIZED

APPROX. APPROXIMATELY

ARCH. ARCHITECTURAL

ASTM AMERICAN SOCIETY FOR

TESTING MATERIAL

AUX. AUXILIARY

B B

B/ BOTTOM OF

B.F.F. BOTTOM OF FINISH FLOOR

BKBD BACKBOARD

BLDG. BUILDING

C C

C.I.P. CAST IN PLACE

C.J. CONTROL JOINT

C/L CENTERLINE

CLG. CEILING

CLR. CLEAR

C.M. COFFEE MAKER

C.M.U. CONCRETE MASONRY UNIT

CNT. COUNTER

C.O. CASED OPENING

CONC. CONCRETE

CONT. CONTINUOUS

CPT. CARPET

C.T. CERAMIC TILE

D D

DBL. DOUBLE

DIA. DIAMETER

DIV. DIVISION

DN. DOWN

DR. DOOR

D.S. DOWNSPOUT

DW. DISHWASHER

D.W. DOMESTIC WATER

DWG. DRAWING

DWGS. DRAWINGS

E E

EA EACH

EF. EXHAUST FAN

ELEC. ELECTRIC, ELECTRICAL

ELEV., EL ELEVATION

E.M.S. ENERGY MANAGEMENT SYSTEM

E.P.D.M ETHYLENE PROPYLENE

DIENE MONOMER

EQ. EQUAL

EQUIP. EQUIPMENT

E.W. EACH WAY

E.W.H. ELECTRIC WATER HEATER

EX., EXIST. EXISTING

EXP. EXPANSION

EXT. EXTERIOR

F F

*F FAHRENHEIT

F.D. FLOOR DRAIN

F.D.C. FIRE DEPARTMENT CONNECTOR

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER

F.F. FINISH FLOOR

FT. FEET

G G

GA. GAUGE

GALV. GALVANIZED

GFCI. GROUND FAULT

CURRENT INTERUPTER

GL GLASS, GLAZING

G.W.B, GYP.BD. GYPSUM WALL BOARD

H H

HC. HANDICAPPED

HDWR. HARDWARE

HM HOLLOW METAL

HORIZ. HORIZONTAL

HR. HOUR

I I

ID. INSIDE DIMENSION

I.M. ICE MAKER

IN. INCHES

INCAND. INCANDESCENT

INSUL. INSULATION

J J

JT. JOINT

K K

K. KIP

KO. KNOCK OUT

KW KILOWATT

L L

LAM. LAMINATE

LAV. LAVATORY

LB. POUND

LF. LINEAR FOOT

L.S.D. LIQUID SOAP DISPENSER

M M

MAX. MAXIMUM

MECH. MECHANICAL

MFR. MANUFACTURER

MICRO. MICROWAVE

MIN. MINIMUM

MISC. MISCELLANEOUS

MM. MILLIMETER

M.O. MASONRY OPENING

MTD. MOUNTED

MTL. METAL

N N

N/A NOT APPLICABLE

NEG. NEGATIVE

N.F.W.H. NON-FREEZE WALL

N.I.S. NOT IN SCOPE

NO. NUMBER

O O

O.A. OVERALL

O.C. ON CENTER

O.D. OUTSIDE DIMENSION OR

OUTSIDE DIAMETER

O.H. OVERHEAD

OPNG. OPENING

OPP. OPPOSITE

OPP. HD OPPOSITE HAND

P P

P.A. PUBLIC ADDRESS

PAR. PARALLEL

PERP. PERPENDICULAR

PL. PLATE

P. LAM. PLASTIC LAMINATE

PLY. WD. PLYWOOD

PNL. PANEL

POS. POSITIVE

PREFAB. PRE-FABRICATED

PREFIN. PRE-FINISHED

P.S.I. POUND PER SQUARE INCH

P.S.F. POUND PER SQUARE FOOT

P.T. PRESURE TREATED

PVC. POLYVINYL CHLORIDE

PVMT. PAVEMENT

Q Q

R R

R. RADIUS

R.D. ROOF DRAIN

REF. REFRIGERATOR

REINF. REINFORCE, REINFORCING

REQD. REQUIRED

R.L. RAIN LEADER

R.O. ROUGH OPENING

R.T.U. ROOF TOP UNIT

R.V. ROOF VENT

S S

SCH. SCHEDULE

SGL. SINGLE

SH. ROD SHOWER ROD

SHT. SHEET

SIM. SIMILAR

S.O.G. SLAB ON GRADE

S.S. STAINLESS STEEL

STD. STANDARD

STL. STEEL

STRUCT. STRUCTURE, STRUCTURAL

T T

T/C TOP OF CURB

TECH TECHNICAL

TEL TELEPHONE

TEMP. TEMPERATURE

T.O. TOP OF

TR. TRANSITION STRIP

TSTAT. THERMOSTAT

TYP. TYPICAL

U U

U.N.O. UNLESS NOTED OTHERWISE

UTIL. UTILITY

V V

V.C.T. VINYL COMPOSITION TILE

VEND. VENDING MACHINE

VERT. VERTICAL

V.T.R. VENT THROUGH ROOF

V.W.C. VINYL WALL COVERING

W W

W/ WITH

W.C.

W.H. WATER HEATER

WHSE. WAREHOUSE

WP. WEATHER PROOF

W.R. WATER RESISTANT

W.W.F. WELDED WIRE FABRIC

FINISH RATINGS MINIMUM WALL FINISH

CLASS "M"

MINIMUM ROOF FINISH

CLASS USE GROUP A or B

A or B

A or BA or B

A or BA or B

EXITS &

PASSAGEWAYS

EXIT ACCESS

CORRIDORS

ROOMS

CABINET

HYDRANT

WATER CLOSET/

WATER COOLER

GENERAL NOTES:

FIRE EXTINGUISHERS REQUIRED

PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED PER NFPA

STANDARD NO. 10. ABC. LOCATION AND ARRANGEMENT OF THE FIRE

EXTINGUISHERS WILL BE DETERMINED BY AN INSPECTOR OF THE FIRE

MARSHAL'S OFFICE PRIOR TO FINAL INSPECTION.

FIRE EXTINGUISHERS IN BUSINESS & MERCANTILE OCCUPANCIES SHALL

BE LOCATED PER REQUIREMENTS OF NFPA 10. THE SIZE SHALL BE A

MINIMUM OF TYPE A 10 TW0 (2) ARE REQUIRED AND SHALL BE INSTALLED

AT A MAXIMUM OF 48" ABOVE THE FINISHED FLOOR TO THE TOP OF THE

HANDLE.

EGRESS LIGHTING

EMERGENCY EGRESS LIGHTING MUST PROVIDE A MINIMUM 1-FOOT

CANDLE UNINTERRUPTED LIGHT SOURCE ALONG THE PATH OF EGRESS.

IF LESS THAN 3 SEPARATE LIGHTING CIRCUITS ARE PROVIDED, DEDICATED

CIRCUITS FOR EMERGENCY LIGHTING ARE NOT PERMITTED. THEY SHALL

BE CONNECTED TO THE LIGHTING CIRCUIT BREAKER THE AREA THEY

SERVE. NFPA 70, CHAPTER 7, SECTION 700-12(E). DEDICATED CIRCUITS

FOR EXIT LIGHTING ARE NOT PERMITTED. THEY SHALL BE CONNECTED TO

THE LIGHTING CIRCUIT BREAKER IN THE AREA THEY SERVE. NFPA 70,

CHAPTER 7.

LABELING

ALL UTILITY METERS, DISCONNECT SWITCHES, FRONT & REAR DOORS

MUST BE MARKED WITH CONTRASTING LETTERS & NUMBERS TO INDICATE

THE TENANT SPACE THEY SERVE.

EXIT LIGHTING

ALL EXIT LIGHTS & EMERGENCY LIGHTS SHALL HAVE A MINIMUM 90

MINUTE BATTERY LIFE.

SMOKE DETECTORS

ANY HVAC EQUIPMENT PRODUCING MORE THAN 2000 CFM AIR VOLUME

MUST BE EQUIPPED WITH AN AUTOMATIC SMOKE DETECTOR WITHIN THE

DUCTWORK THAT IS CAPABLE OF SHUTTING DOWN THE UNIT IN THE

EVENT OF FIRE. SMOKE DETECTORS MUST BE WIRED TO A VISUAL

STROBE, AS WELL AS PRODUCE AN AUDIBLE ALARM SO AS TO ALERT THE

BUILDING OCCUPANTS OF FIRE OR SMOKE DETECTED.

ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE CODES.

COORDINATION OF ALL DISCIPLINES IS THE RESPONSIBILITY OF THE

GENERAL CONTRACTOR. IF THE CONTRACTOR FINDS ANY DISCREPANCIES

IN THE DOCUMENTS SUCH THAT MUST BE REPORTED IMMEDIATELY TO

THE ARCHITECT. TYPICALLY DOCUMENTS INCLUDE A SPECIFICATION

MANUAL. CONTRACTOR TO REVIEW THE SPECIFICATIONS FOR THE

PROJECT.

CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AT PROJECT.

CONTRACTOR SHOULD NOT SCALE OFF OF DRAWINGS. CONTRACTOR

NEEDS TO FIELD VERIFY EXISTING CONDITIONS TO CONFIRM DRAWINGS

ARE ACCURATE. IF THE CONTRACTOR FINDS DISCREPANCIES BETWEEN

FIELD CONDITIONS AND DOCUMENTS THE CONTRACTOR MUST

IMMEDIATELY CONTACT THE ARCHITECT.

DOORS AND ACCESSIBILITY:

CONTRACTOR SHALL FOLLOW THE U.S. DEPARTMENT OF JUSTICE, 2010

AMERICANS WITH DISABILITIES ACT (A.D.A.) STANDARDS FOR ACCESSIBLE

DESIGN. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CLEAR AREAS AND

ANY A.D.A. REQUIREMENTS BEFORE BEGINNING WORK. CONTRACTOR

MUST IMMEDIATELY CONTACT THE ARCHITECT IF DISCREPANCIES ARE

FOUND.

DOORS SHALL MEET THE REQUIREMENTS OF THE NFPA 101 LIFE SAFETY

CODE, CHAPTER 7.

THE FLOOR LEVEL SHALL BE THE SAME ON BOTH SIDES OF THE DOOR (NO

MORE THAN 1/2" DROP). THE ELEVATION SHALL BE MAINTAINED FOR A

DISTANCE AT LEAST EQUAL TO THE WIDTH OF THE WIDEST LEAF OF THE

DOORS. NFPA 101 LIFE SAFETY CODE, CHAPTER 7.

EXIT DOORS SHALL NOT BE SUBJECT TO THE USE OF A KEY OR REQUIRE

SPECIAL KNOWLEDGE TO OPERATE, NFPA 101 LIFE SAFETY CODE,

CHAPTER 7, LATEST EDITION.

DOORS/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 ARE ACCEPTABLE DESIGNS. THESE TYPES SHALL BE

SUPPLIED PER THE ADA STANDARDS FOR ACCESSIBLE DESIGN. TO THE

BEST OF OUR KNOWLEDGE THIS INFORMATION ON THESE DRAWINGS

COMPLY WITH ADA. CONTRACTOR MUST VERIFY BEFORE PURCHASE OF

DEVICES.

TYPICAL MINIMUM MANEUVERING CLEARANCES ON THE PULL SIDE OF

DOOR SHALL BE A MINIMUM OF 18". PER THE ADA STANDARDS FOR

ACCESSIBLE DESIGN. MINIMUM MANEUVERING CLEARANCES IN THE PUSH

SIDE OF THE DOOR SHALL BE A MINIMUM OF 12" IF THE DOOR HAS A

CLOSER AND A LATCH. PER THE ADA STANDARDS FOR ACCESSIBLE

DESIGN. THE TOPS OF ACCESSIBLE TABLES AND COUNTERS SHALL BE

FROM 28 INCHES TO 34 INCHES ABOVE THE FINISHED FLOOR OR GROUND

PER ADA STANDARDS FOR ACCESSIBLE DESIGN.

DRINKING FOUNTAINS:

IF APPLICABLE, WHERE ONLY ONE DRINKING FOUNTAIN IS PROVIDED ON A

FLOOR, THERE SHALL BE A DRINKING FOUNTAIN WHICH IS ACCESSIBLE TO

INDIVIDUALS WHO USE WHEEL CHAIRS IN ACCORDANCE WITH 2010 ADA,

AND ONE ACCESSIBLE TO THOSE WHO HAVE DIFFICULTY BENDING OR

STOOPING. THIS CAN BE ACCOMMODATED BY USE OF A "HI-LO"

FOUNTAIN. ADVISORY 602.6 WATER FLOW. THE PURPOSE OF REQUIRING

THE DRINKING FOUNTAIN SPOUT TO PRODUCE A FLOW OF WATER 4

INCHES (100 MM) HIGH MINIMUM IS SO THAT A CUP CAN BE INSERTED

UNDER THE FLOW OF WATER TO PROVIDE A DRINK OF WATER FOR AN

INDIVIDUAL WHO, BECAUSE OF A DISABILITY, WOULD OTHERWISE BE

INCAPABLE OF USING THE DRINKING FOUNTAIN.

GENERAL:

ALL CONCEALED WOOD TO BE FIRE RETARDANT UNLESS IT MEETS WOOD

BLOCKING EXCEPTION IN CODE.

CONTRACTOR SHALL INSTALL WOOD BLOCKING FOR ALL WALL HUNG

DEVICES SUFFICIENT TO MEET LOCAL CODES.

INSULATING MATERIALS INSTALLED IN BUILDING OF ANY TYPE OF

CONSTRUCTION SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN

25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 450 AS

DETERMINED IN ACCORDANCE WITH ASTM E84.

SIGNAGE IS NOT PERMITTED WITH THESE DOCUMENTS. A SEPARATE

PERMIT FOR SIGNS MUST BE SUBMITTED.

F.R.T. FIRE RETARDANT TREATED

G.C. GENERAL CONTRACTOR

F.V. FIELD VERIFY

V.I.F. VERIFY IN FIELD

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text

STATE

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

MDG JOB NO.

AutoCAD SHX Text

DESIGNED BY

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GA

AutoCAD SHX Text R.M.M.

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text R.M.M.

AutoCAD SHX Text 770.910.9740

AutoCAD SHX Text

SUITE 106

AutoCAD SHX Text

DULUTH, GA 30097

AutoCAD SHX Text

2862 BUFORD HIGHWAY

AutoCAD SHX Text

DULUTH, GA 30096

AutoCAD SHX Text

3180 BUNTEN ROAD

AutoCAD SHX Text

BUNTEN ROAD PARK

AutoCAD SHX Text

CITY OF DULUTH

AutoCAD SHX Text 5477.17

AutoCAD SHX Text 08/14/2025

AutoCAD SHX Text M.L.M.

AutoCAD SHX Text G-002

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

PROJECT NUMBER 5477.17

AutoCAD SHX Text

BUNTEN ROAD PARK IMPROVEMENT PROJECT

5' -2

8" 3'

-4

M .O

1'-5"

5'-0" 5'-0"

'-8

"1'-7"

6'-0"5'-8" 5'-8"

18'-8"

4'-4"

8'-0" 3'-4" M.O.

7'-4"

'-8

5' -2

7'

-2

5' -0

6" BLOCK WALL

MEN

RESTROOM

WOMEN

RESTROOM

8" CONCRETE

BLOCK WALL TYP.

DRYERDRYER

TELEPHONE

EXISTING

ELETRICAL PANEL

4' -4

'-4

5' -2

3'

-2

M .O

3'

-4

HM DOOR, TYP.

ELETRICAL

METER

EXISTING ROOF

OVERHANG

'-0

8" CONCRETE

BLOCK WALL TYP.

EXISTING

SIDEWALK

EXISTING HOSE

BIBB TO REMAIN

MEN

RESTROOM

12'-4" X 6'-7"

WOMEN

RESTROOM

12'-4" X 6'-7"

REMOVE EXISTING

BLOCK FOR NEW

MASONRY OPENING

8"3'-4"

EXISTING

SIDEWALK TO

REMAIN

EXISTING

SIDEWALK TO

BE REMOVED

REMOVE EXISTING

ASPHALT FOR NEW

FOOTING

REFER TO CIVIL DWGS FOR

ADDITONAL INFORMATION

EXISTING TELEPHONE CABINET

TO BE REMOVED; CONTRACTOR

TO PATCH AND REPAIR BLOCK

ONCE TELEPHONE CABINET IS

REMOVED TELEPHONE CONDUIT TO BE

REMOVED AND CUT OFF AT

SOFFIT; CONTRACTOR TO

PATCH AND REPAIR SOFFIT

EXISTING ROOF

OVERHANG TO

REMAIN

EXISTING LIGHT

TO REMAIN

EXISTING LIGHT

TO REMAIN

EXISTING LIGHT

TO REMAIN

EXISTING LIGHT

TO REMAIN

EXISTING

LIGHTS TO

REMAIN

EXISTING

LIGHTS TO

REMAIN

EXISTING

LIGHTS TO

REMAIN

NEW OPENING IN

SOFFIT FOR NEW

LIGHT FXTURE

NEW OPENING IN

SOFFIT FOR NEW

LIGHT FIXTURE

EXISTING ROOF

OVERHANG

EXISTING LIGHT

EXISTING LIGHT

EXISTING LIGHT

EXISTING LIGHT

EXISTING

LIGHTS TO

REMAIN

EXISTING

LIGHTS TO

REMAIN

EXISTING

LIGHTS TO

REMAIN

SCALE: 1/4" = 1'-0"D-101

1 EXISTING CONDITIONS FLOOR PLAN

SCALE: 1/4" = 1'-0"D-101

3 DEMOLITION FLOOR PLAN

SCALE: 1/4" = 1'-0"D-101

4 DEMOLITION REFLECTED CEILING PLAN

SCALE: 1/4" = 1'-0"D-101

2 EXISTING CONDITONS REFLECTED CEILING PLAN

GC TO FIELD VERIFY DIMENSIONS MATCH PLAN.

CONTACT ARCHITECT IF DIMENSIONS ARE DIFFERENT.

SCALE: N.T.S.D-101

5 RETROFIT LINTEL DETAIL

NOTE:

1) ALL PLATES AND ANGLES TO RECEIVE

(2) COATS PAINT

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text

STATE

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

MDG JOB NO.

AutoCAD SHX Text

DESIGNED BY

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GA

AutoCAD SHX Text R.M.M.

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text R.M.M.

AutoCAD SHX Text 770.910.9740

AutoCAD SHX Text

SUITE 106

AutoCAD SHX Text

DULUTH, GA 30097

AutoCAD SHX Text

2862 BUFORD HIGHWAY

AutoCAD SHX Text

DULUTH, GA 30096

AutoCAD SHX Text

3180 BUNTEN ROAD

AutoCAD SHX Text

BUNTEN ROAD PARK

AutoCAD SHX Text

CITY OF DULUTH

AutoCAD SHX Text 5477.17

AutoCAD SHX Text 04/04/2025

AutoCAD SHX Text M.L.M.

AutoCAD SHX Text D-101

AutoCAD SHX Text

EXISTING CONDITIONS AND DEMOLITION FLOOR PLANS

AutoCAD SHX Text

PROJECT NUMBER 5477.17

AutoCAD SHX Text

BUNTEN ROAD PARK IMPROVEMENT PROJECT

MEN

RESTROOM

EXISTING TO REMAIN

WOMEN

RESTROOM

EXISTING TO REMAIN

INFILL DOOR OPENING

WITH NEW BLOCK TO

MATCH EXISTING. GET

BLOCK

MANUFACTURER &

TYPE FROM CITY.

NEW 8" CONCRETE

BLOCK WALL, MATCH

EXISTING

NEW 8" CONCRETE

BLOCK WALL, MATCH

EXISTING

5'-4"

6' -8

6'-8"

5' -4

A-101

NEW

SAFETY

MIRROR

EXISTING

URINAL TO

REMAIN

NEW CONCRETE

SIDEWALK, REFER

TO CIVIL DWGS

NEW CONCRETE

SIDEWALK, REFER

TO CIVIL DWGS

WOMEN'S

RESTROOM

SIGN

WOMEN'S

RESTROOM

SIGN

MEN'S

RESTROOM

SIGN

MEN'S

RESTROOM

SIGN

A-101

A-101

NEW KEY ACCESS FOB; CONTRACTOR TO

RUN POWER TO DOOR STRIKE AND NEW

KEY FOB, REFER TO SHEET A-102 FOR

SPECIFICS

EX1

EX2

F.F.E.

0' - 0"

7' -0

4" CAP BLOCK

NEW 4,000 PSI 4"

CONCRETE SLAB WITH

WWF, REFER TO 6/A-101

NEW CONCRETE,

REFER TO CIVIL DWGS.

A-101

RESTROOMEXTERIOR

NEW HOLLOW METAL

DOOR & FRAME TO BE

PAINTED

DOOR THRESHOLD

EXPANSION JOINT

CONCRETE PAD, SLOPE

AWAY FROM BUILDING

EXISTING CONC. SLAB

AND TURNDOWN

SLOPE

8" BOND BEAM

WITH (1) #5 CONT.

8" (NOM) CONCRETE

SPLIT FACE BLOCK

WALL, GROUT FILL

EVERY@ 24" O.C. PER

REBAR LOCATION

#5 AT 24" O.C.

SOLID GROUT

FILL, TYP.

#5 AT 24" O.C.

NOTE:

MINIMUM CONCRETE

COVER FOR ALL

REINFORCING = 3"

#5 REBAR AT 24" O.C.

DOWELS AT VERT. BARS.

FILL CELLS AT ANCHORS

(6) #5 CONT.

COMPACTED SUBGRADE PER

GEOTECHNICAL REPORT

A-101

EXISTING ROOF

(2) COATS ELASTOMERIC PAINT,

REFER TO FINISH SCHEDULE ON

A-102 FOR COLOR

WALL BEYOND

3'-0"

1' -0

1' -4

EXISTING FASCIA AND

SOFFIT TO BE PAINTED

NEW COMPACTED EARTH

EXISTING GRADE

NEW 15 MIL VAPOR

BARRIER AND

GRANULAR BASE

NEW TOP OF 4" SLAB TO

BE FLUSH WITH EXISTING #4 x 1'-0" @ 24" O.C. DRILL 6"

INTO EXISTING SLAB

------X------X------X------X------X---

6X6 - W1.4 X W1.4 WWF

WEATHER STRIP

FINISH FLOOR

ALUM. THRESHOLD

SECURE TO SLAB PER

MANUFACTURER'S

INSTRUCTIONS

HOLLOW METAL DOOR

INTERIOR

EXTERIOR

INTERIOREXTERIOR

NOTES:

1. G.C. TO REMOVE PORTION OF EXISTING

WALL TO INSTALL NEW DOORS. G.C. MUST

SHORE UP BLOCK PER OSHA STANDARDS

AND INSTALL STL ANGLE PER STRUCT DWGS.

2. G.C. TO VERIFY NEW INSTALLATION IS WATER

TIGHT AND FLASHED PER MANUF.

RECOMMENDATIONS.

EXISTING CONCRETE

BLOCK WALL TO BE

PAINTED

PAINTED STEEL PLATE -

REFER TO STRUCTURAL DWGS.

CONT. SEALANT BOTH

SIDES ALONG

PERIMETER OF FRAME

NEW HOLLOW METAL FRAME

CONT. MTL DRIP EDGE

NEW DOWNLIGHT;

REFER TO RCP LEGEND

NEW DOWNLIGHT;

REFER TO RCP

LEGEND

EXISTING

LIGHTS, NIS

EXISTING

LIGHTS, NIS

EXISTING

LIGHTS, NIS

EXISTING LIGHT

EXISTING LIGHT

EXISTING

LIGHT

EXISTING LIGHT

REFLECTED CEILING PLAN LEGEND

SYMBOL DESCRIPTION

LIGHTOLIER BY SIGNIFY; FD 6R 11 Z10 SCT U W

NOTES:

EXISTING BRANCH CIRCUIT SERVING EXISTING DOWNLIGHTS TO BE DEMOLISHED

AND REUSED AND EXTENDED TO SERVE NEW DOWNLIGHT LUMINARIES.

PROVIDE NEW CONDUIT AND WIRE AS REQUIRED. NEW CONDUIT AND WIRE TO

MATCH EXISTING.

TOTAL LOAD OF NEW LUMINARIES IS FIELD-SELECTABLE.

G.C.TO SET CCT SWITCH TO MATCH NEARBY EXTERIOR AND SITE LUMINARIES.

SCALE: 1/4" = 1'-0"A-101

1 NEW FLOOR PLAN

SCALE: 3/4" = 1'-0"A-101

2 WALL SECTION

CONCRETE NOTES:

1) ALL CONCRETE WORK INCLUDING FORMING, REINFORCING, MIXING, PLACING AND

CURING SHALL BE DONE IN ACCORDANCE WITH THE ACI MANUAL OF CONCRETE

PRACTICE INCLUDING 'BUILDING CODE REQUIREMENTS FOR CONCRETE'. ACI 301,

LATEST EDITIONS.

2) ALL CONCRETE SHALL ATTAIN A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF

f'c = 3,000 PSI FOR FOUNDATIONS, FOOTINGS AND STEM WALLS.

f'c = 4,000 PSI FOR SLABS, PIERS, COLUMNS AND BEAMS.

3) MIX DESIGNS SHALL BE IN ACCORDANCE WITH METHOD 1 OR METHOD 2 OF ACI 301-05.

4) ALL CONCRETE SHALL HAVE A MAXIMUM WATER-CEMENT RATIO OF 0.50

5) CONCRETE SHALL ARRIVE AT THE JOBSITE WITH A SLUMP OF 3" TO 5".

6) CONCRETE SHALL BE VIBRATED INTO FORMS WHILE PLACING WITHOUT

OVER-VIBRATING. REINFORCING SHALL HAVE MINIMUM CONCRETE COVER OF -

CONCRETE EXPOSED TO SOIL = 3"

CONCRETE EXPOSED TO AIR = 2"

7) CONCRETE TEST REPORTS SHALL BE MADE AVAILABLE TO JOB SITE FOR REVIEW BY

INSPECTOR.

8) DESIGN OF CONCRETE STRUCTURAL ELEMENTS INCLUDING WALLS, FORMED SLABS,

BEAMS AND COLUMNS IS IN ACCORDANCE WITH ACI 318-14.

9) PLACE A 15 MIL POLYETHYLENE MOISTURE BARRIER (WITH JOINTS LAPPED NOT LESS

THAN 6 INCHES) DIRECTLY BENEATH ALL INTERIOR CONCRETE SLABS OR GRADES.

JOINTS IN CONCRETE NOTES:

1) CONSTRUCTION AND/OR CONTROL JOINTS SHALL BE MADE AS DETAILED ON THE

DRAWINGS. SAW-CUT CONTROL JOINTS SHALL BE INSTALLED WITHIN 12 HOURS OF

CONCRETE PLACEMENT.

2) CONSTRUCTION AND/OR CONTROL JOINTS FOR SLAB-ON-GRADE CONSTRUCTION

SHALL BE LOCATED ON COLUMN LINES.

SCALE: 1" = 1'-0"A-101

6 NEW SLAB CONNECTION DETAIL

SCALE: 3" = 1'-0"A-101

DTL. AT METAL

THRESHOLD4

SCALE: 1-1/2" = 1'-0"A-101

HEAD DETAIL5

SCALE: 1/4" = 1'-0"A-101

3 REFLECTED CEILING PLAN

10/16/2025 COUNTY COMMENTS1

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text

STATE

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

MDG JOB NO.

AutoCAD SHX Text

DESIGNED BY

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GA

AutoCAD SHX Text R.M.M.

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text R.M.M.

AutoCAD SHX Text 770.910.9740

AutoCAD SHX Text

SUITE 106

AutoCAD SHX Text

DULUTH, GA 30097

AutoCAD SHX Text

2862 BUFORD HIGHWAY

AutoCAD SHX Text

DULUTH, GA 30096

AutoCAD SHX Text

3180 BUNTEN ROAD

AutoCAD SHX Text

BUNTEN ROAD PARK

AutoCAD SHX Text

CITY OF DULUTH

AutoCAD SHX Text 5477.17

AutoCAD SHX Text 08/14/2025

AutoCAD SHX Text M.L.M.

AutoCAD SHX Text A-101

AutoCAD SHX Text

NEW FLOOR PLAN, WALL SECTION, SCHEDULES & DETAILS

AutoCAD SHX Text

PROJECT NUMBER 5477.17

AutoCAD SHX Text

BUNTEN ROAD PARK IMPROVEMENT PROJECT

DOOR SCHEDULE

MARK DESCRIPTION DOOR

TYPE SIZE THICKNESS MATERIAL FINISH FRAME

TYPE

FRAME

MATERIAL FRAME FINISH HEAD

DETAIL

JAMB

DETAIL THRESHOLD HARDWARE RATING

DOOR

SCHEDULE

NOTES

1 EXTERIOR DOOR A 3'-0" x 7'-0" 0' - 1 3/4" HOLLOW METAL PAINT 1 HOLLOW METAL PAINT 3/A-102 - 2/A-102 SET-1 N/A 1, 2, 3,4

EXTERIOR DOOR EX EX EX EX EX EX EX EX - - - SET-2 N/A -

EXTERIOR DOOR EX EX EX EX EX EX EX EX - - - EX N/A

DOOR SCHEDULE NOTES:

1. THRESHOLDS SHALL BE NO HIGHER THAN 1/2" AFF, EDGE TO BE BEVELED WITH A SLOPE NO GREATER THAN 1 IN 2.

2. ALONG ACCESSIBLE PATH OF TRAVEL AND AT EGRESS CONDITIONS, DOOR HARDWARE SHALL BE OF THE LEVER OR

PUSH TYPE, MOUNTED 30" TO 44" AFF AND OPERABLE WITH A MAXIMUM EFFORT OF 5 LB. FOR INTERIOR DOORS & 8.5

LB. FOR EXTERIOR DOORS.

3. PROVIDE 18" CLEAR SPACE ON STRIKE/PULL SIDE OF DOORS. PROVIDE 12" CLEAR SPACE ON STRIKE/PUSH SIDE OF

DOORS WITH LATCHES AND/OR CLOSERS.

4. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, OR SPECIAL KNOWLEDGE OR

EFFORT.

NOTE:

ELECTROMAGNETIC LOCKS

Electromagnetic Locks: BHMA A156.23; electrically powered; with electromagnet attached to frame and armature plate attached to door; full-exterior or full-interior type, as required by application indicated.

Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Dortronics Systems, Inc.

b. DynaLock Corp.

c. Schlage Commercial Lock Division; an Ingersoll-Rand company.

d. Securitron Magnalock Corporation; an ASSA ABLOY Group company.

AUXILIARY ELECTRIFIED DOOR HARDWARE

Manufacturers: Subject to compliance with requirements, provide products by one of the following:

1. DynaLock Corp.

2. GE Security, Inc.

3. SARGENT Manufacturing Company; an ASSA ABLOY Group company.

4. Schlage Commercial Lock Division; an Ingersoll-Rand company.

5. Securitron Magnalock Corporation; an ASSA ABLOY Group company.

6. Security Door Controls.

Boxed Power Supplies: Locate power supplies as indicated or, if not indicated, in electrical equipment room.

Verify location with Architect.

Configuration: Provide least number of power supplies required to adequately serve doors with electrified door hardware.

HARDWARE SCHEDULE

1 1/2 PAIR 4 1/2” X 4 1/2” US26D BUTT HINGES

CAL ROYAL OR EQ. KEYED DEADBOLT

CAL ROYAL OR EQ. PUSH/PULL PLATE

LATCH GUARD

RUBBER DOOR SILENCERS

LCN 4030 SERIES CLOSER OR EQUAL

WEATHER STRIP & THRESHOLD

DRIP CAP

SET #1

SET #2 1 1/2 PAIR 4 1/2” X 4 1/2” US26D BUTT HINGES

CAL ROYAL OR EQ. LEVER LOCK SET (US26D FINISH)

SURFACE MOUNTED CLOSURE

RUBBER DOOR SILENCER

KICK DOWN DOOR HOLDER (US26D FINISH)

WALL MOUNTED DOOR STOP (US26D FINISH)

1, RCI, Model 1300 03P-LTD Electronic Lock 1, RCI, Model 4 Series Commercial Duty Electronic Strike 1, RCI, Model 9321 Electronic Card Reader

SEE ELECTROMAGNETIC LOCK NOTE

FINSHED

FLOOR

2"

2"

PER SCHEDULE

7' -0

SIGNAGE NOTES:

1. SIGNS PROVIDED BY G.C. TO COMPLY WITH CA TITLE 24 REQUIREMENTS FOR ADA SIGNAGE AND WILL BE

USED IN ALL STORES. SIGNS TO INSTALLED BY G.C.

COMPLIANCE SIGNS.COM ADA RESTROOM: RRE-120_DCTS_WHTONCHGRY PAIRED SET, SIZE: 12" CIRCLE / 9"H X

6"W. WHITE LETTERS ON CHARCOAL GRAY BACKGROUND

2. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, SIGNS 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. TACTILE CHARACTERS SHALL BE MOUNTED 48" MINIMUM TO BASELINE OF LOWEST TACTILE CHARACTER AND 60" MAXIMUM TO BASELINE OF HIGHEST TACTILE CHARACTER. A CLEAR FLOOR SPACE OF 18" BY 18" MINIMUM CENTERED ON TACTILE CHARACTERS SHALL BE PROVIDED BEYOND THE ARC OF THE DOOR SWING.

3. RESTROOM DOOR SYMBOL SHALL BE IN CONTRASTING COLOR.

E WOMEN'S WALL MOUNTED SIGNAGE

NTS

9"

TO

P

O F

SI

G

N

F TYPICAL DIMENSIONS

NTS

9" MIN.

CENTER TACTILE CHAR.

6"

EQ. EQ.

VERTICAL DIMENSIONS FROM TOP

OF FINISHED FLOOR

RESTROOM

12"

" C

EN

TE

R O

F

SH

AP

E

SI

G

N

D WOMEN'S DOOR MOUNTED SIGNAGE

NTS

LATCH SIDE

WOMEN'S

RESTROOM

WOMEN'S

B MEN'S WALL MOUNTED SIGNAGE

NTS

9"

TO

P

O F

SI

G

N

C TYPICAL DIMENSIONS

NTS

9" MIN.

CENTER TACTILE CHAR.

6"

EQ. EQ.

VERTICAL DIMENSIONS FROM TOP

OF FINISHED FLOOR

RESTROOM

12"

" C

EN

TE

R O

F

SH

AP

E

SI

G

N

A MEN'S DOOR MOUNTED SIGNAGE

NTS

LATCH SIDE

MEN'S

RESTROOM

MEN'S

EXTERIOR FINISH SCHEDULE

CATEGORY DESCRIPTION/FINISH

NEW SPLIT FACE BLOCK & EXISTING SPLIT FACE BLCOK (2) COATS OF ELASTOMERIC PAINT: COLOR TO BE DETERMINED

DOORS & FRAMING TOUCH UP EXISTING PAINT AS NEEDED AFTER CONSTRUCTION;

CONTRACTOR TO GET PAINT COLOR FROM CITY

ROOF FASCIA & SOFFIT TOUCH UP EXISTING PAINT AS NEEDED AFTER CONSTRUCTION;

CONTRACTOR TO GET PAINT COLOR FROM CITY

NOTES:

1) CONTRACTOR TO PAINT INTERIOR OF DOORS. COLOR SW 7015 REPOSE GREY.

2) CONTRACTOR TO PAINT SWATCHES ON EXISTING SPLIT FACE BLOCK WITH TWO COLORS; SW 7015 REPOSE GREY, AND SW 7065 ARGOS.

CITY TO SELECT FINAL COLOR AFTER REVIEW

SCALE:1/4" = 1'-0"A-102

1 FRAME AND DOOR TYPES

SCALE: NTSA-102

2 RESTROOM ADA SIGNAGE

AutoCAD SHX Text

EX1

AutoCAD SHX Text

EX2

AutoCAD SHX Text A

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text

STATE

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

MDG JOB NO.

AutoCAD SHX Text

DESIGNED BY

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GA

AutoCAD SHX Text R.M.M.

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text R.M.M.

AutoCAD SHX Text 770.910.9740

AutoCAD SHX Text

SUITE 106

AutoCAD SHX Text

DULUTH, GA 30097

AutoCAD SHX Text

2862 BUFORD HIGHWAY

AutoCAD SHX Text

DULUTH, GA 30096

AutoCAD SHX Text

3180 BUNTEN ROAD

AutoCAD SHX Text

BUNTEN ROAD PARK

AutoCAD SHX Text

CITY OF DULUTH

AutoCAD SHX Text 5477.17

AutoCAD SHX Text 08/14/2025

AutoCAD SHX Text M.L.M.

AutoCAD SHX Text A-102

AutoCAD SHX Text

DOOR AND HARDWARE SCHEDULES AND SIGNAGE

AutoCAD SHX Text

PROJECT NUMBER 5477.17

AutoCAD SHX Text

BUNTEN ROAD PARK IMPROVEMENT PROJECT