00 Little CD.pdf

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Attached to
GSWSA Marion & Little River Lobby Renovations (Re-Bid)
Solicitation number
616_Renovations
Issued by
Horry County, Lexington County, Lugoff CDP, South Carolina

About this file

The document is an architectural design set for the Little River Lobby Renovations project for Grand Strand Water & Sewer, located at 2375 Highway 11 in Little River, South Carolina. Prepared by D3G Architects on August 4, 2025, the design package includes six architectural sheets covering cover page, code information, floor plans, demolition plans, wall sections, reflected ceiling plans, and casework elevations and sections. The project involves a comprehensive renovation of the existing lobby and teller areas, with detailed plans for reconfiguring interior spaces, installing new security windows, updating finishes, and modifying electrical and architectural elements.

The design documents specify extensive renovations including the removal of existing walls, counters, and finishes, and the installation of new custom casework with solid surface countertops, security windows with voice ports, and updated electrical and lighting infrastructure. The plans indicate specific design details such as 2x4 wood stud wall construction, gypsum board finishes, and provisions for maintaining fire ratings during the renovation. The casework elevations show precise measurements and configurations for the lobby and teller areas, with notes on materials, finishes, and installation requirements. The project appears to be focused on modernizing and improving the functional and aesthetic qualities of the Grand Strand Water & Sewer lobby space.

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Text version

Little River Lobby Grand Strand Water & Sewer

2375 Highway 11 Little River, SC

Renovations

A0.00 A2.01 A2.02 A3.01 A4.01 A5.01

COVER, CODE INFORMATION

FLOOR PLAN

DEMOLITION PLAN

WALL SECTIONS

REFLECTED CEILING PLAN

CASEWORK ELEVATIONS & SECTIONS

Drawing List:

August 4, 2025

FILE NUMBER:

THIS DRAWING & DESIGN IS

THE PROPERTY OF

REPRODUCTION OR REUSE IN

WHOLE OR IN PART WITHOUT

WRITTEN PERMISSION IS

FORBIDDEN

WWW.D3GA.NET

843.427.4450

350 HILTON ROAD / SUITE 101

MYRTLE BEACH, SC 29572

D3G ARCHITECTS, LLC

D3G ARCHITECTS, LLC

ARCHITECTS

THE INTERNATIONAL EXISTING BUILDING CODE

CHAPTER 7: LEVEL 1 ALTERATIONS

702.1 NEW INSTALLED INTERIOR WALL & CEILING FINISHES COMPLY WITH

CHAPTER 8 OF THE IBC.

702.2 NEW INTERIOR FLOOR FINISHES COMPLY WITH SECTION 804 OF THE

IBC.

702.3 NEW INSTALLED INTERIOR TRIM MATERIALS COMPLY WITH SECTION

806 OF THE IBC.

702.4 WINDOW OPENING CONTROL DEVICES COMPLYING WITH ASTM

F2090 SHALL BE INSTALLED WHERE AN EXISTING WINDOW IS

REPLACED.

702.5 REPLACEMENT WINDOW FOR EMERGENCY ESCAPE AND RESCUE

OPENINGS.

702.6 BARS, GRILLES, COVERS OR SCREENS.

702.7 NEW WORK TO COMPLY WITH IBC & ELECTRICAL, MECHANICAL,

ENERGY & PLUMBING CODES.

703.1 MAINTAIN REQUIRED LEVEL OF FIRE PROTECTION.

704.1 MAINTAIN CODE-COMPLIANT MEANS OF EGRESS.

705.1 REROOFING

706.1 STRUCTURAL LOADS FOR NEW ROOFTOP EQUIPMENT TO CONFORM

TO IBC WHERE LOADS ARE MORE THE 5%.

707.1 HEALTH CARE FACILITIES

708.1 ENERGY CONSERVATION

LEVEL 1 ALTERATIONS TO EXISTING BUILDINGS OR STRUCTURES ARE

PERMITTED WITHOUT REQUIRING THE ENTIRE BUILDING OR

STRUCTURE TO COMPLY WITH THE ENERGY REQUIREMENTS OF

THE INTERNATIONAL ENERGY CONSERVATION

CODE. THE ALTERATIONS SHALL CONFORM TO THE ENERGY

REQUIREMENTS OF THE INTERNATIONAL ENERGY CONSERVATION

CODE AS THEY RELATE TO NEW CONSTRUCTION ONLY.

2021 IEBC

THE INTERNATIONAL EXISTING BUILDING CODE

IBC TABLE 1604.5

RISK CATEGORIES OF BUILDINGS & OTHER STRUCTURES

CURRENT USE: CATEGORY II

PROPOSED USE: CATEGORY II

Chapter 6

PROPOSED ALTERATIONS ARE LEVEL 1, LEVEL 2 AND LEVEL 3:

COMPLY WITH CHAPTERS 7 AND 12 OF THE 2018 IEBC

Section 602 Alteration - Level 1 Removal and replacement of or the covering of existing materials, elements, requirement, or fixtures using new materials, elements, equipment or fixtures that serve the same purpose.

Comply with the provisions of Chapter 7 of IEBC.

REQUIRED

Section 603 Alteration - Level 2 Reconfiguration of space, the addition or elimination of any door or window, the reconfiguration or extension of any system, or the installation of any additional equipment. Work area is equal to less than 50% of the building area.

Comply with the provisions of Chapter 7 & 8 of IEBC.

NOT REQUIRED

Section 604 Alteration - Level 3 Alterations apply where the work area exceeds 50 percent of the building area.

Comply with the provisions of Chapter 7, 8 & 9 of IEBC.

NOT REQUIRED

Section 605 CHANGE OF OCCUPANCY Change of occupancy provisions apply where the activity is classified as a change of occupancy as defined in Chapter 2.

Comply with the provisions of Chapter 10 of IEBC.

NOT REQUIRED

Section 606 ADDITIONS Provision for additions shall apply where work is classified as defined in Chapter 2.

Comply with the provisions of Chapter 11 of IEBC.

NOT REQUIRED

Section 607 HISTORIC BUILDINGS Historic building provisions shall apply to buildings classified as historic as defined in Chapter 2.

Comply with the provisions of Chapter 12 of IEBC.

NOT REQUIRED

Chapter 14 RELOCATED or MOVED BUILDINGS Relocated building provisions shall apply to relocated or moved buildings.

Comply with the provisions of Chapter 14 of IEBC.

NOT REQUIRED

2021 IEBC

THE INTERNATIONAL EXISTING BUILDING CODE

CHAPTER 8: LEVEL 2 ALTERATIONS

801.3 Requirements related to work area are not applicable where the level 2 alterations are limited solely to one or more of the following.

1: Mechanical system, electrical systems, fire protection systems and abatement of hazardous materials.

2: Windows, hardware, operating controls, electrical outlets and signs.

3: Alterations undertaken for the primary purpose of increasing the accessibility of a facility.

801.4 All new construction elements, components, systems, and spaces shall comply with the requirements of the International Building Code

(SEE LIST OF EXCEPTIONS, INCLUDING LIGHT/VENTILATION RQMTS,

ELECTRICAL EQPT, CLG HGTS)

802.2 VERTICAL OPENINGS

Existing vertical openings shall comply with the provisions of section 802.2.1, 802.2.2 and 802.2.3.

802.3 SMOKE COMPARTMENTS

802.4 INTERIOR FINISHES

802.5 GUARDS

802.6 FIRE-RESISTANCE RATINGS

803.2 SPRINKLER SYSTEM

ALREADY HAS A SPRINKLER SYSTEM

803.2.2 GROUP A,B,E,F-1,H,I-1,I-3,I-4,M,R-1,R-2,R-4,S-1,S-2

SPRINKLER SYSTEM IS REQUIRED

IF MORE THAN 50% WORK AREA OF THE FLOOR.

803.2.3 GROUP I-2

803.2.4 WINDOWLESS STORIES

Work located in a windowless story, as determined in accordance with the IBC, shall be sprinkler where the work area is required to be sprinkler under the provisions of the IBC for newly constructed buildings and the building has a sufficient municipal water supply without installation of a fire pump.

N/A

803.2.5 OTHER REQUIRED AUTOMATIC SPRINKLER SYSTEMS

803.2.6 SUPERVISION

Fire sprinkler systems required by this section shall be supervised.

ALREADY HAS A SPRINKLER SYSTEM

803.3 STANDPIPES

803.4 FIRE ALARM & DETENTION

803.4.1 OCCUPANTS REQUIREMENTS

803.4.1.1-6 GROUP E, I-1,I-2,I-3, I-4, R-1, R-2

N/A

803.4.2 SUPPLEMENTAL FIRE ALARM SYSTEM REQUIREMENTS

803.4.3 SMOKE ALARMS

Individual sleeping units and individual dwelling units in any work area in Group R and I-1 occupancies shall be provided with smoke alarms in accordance with the IFC.

804.1 MEANS OF EGRESS

804.4 NUMBER OF EXITS

PER THE IBC

804.5 EGRESS DOORWAYS

2 EXIT ARE REQUIRED PER CORRIDOR.

804.6 OPENING IN CORRIDOR WALLS

804.7 DEAD-END CORRIDORS

804.8 MEANS-OF-EGRESS LIGHTING

804.9 EXIT SIGNS

804.10 HANDRAILS

804.11 REFUGE AREAS

804.12 GUARDS

805 STRUCTURAL LOADS: GRAVITY, LATERAL, AND SNOW LOADS - COMPLY

WITH IBC UNLESS LESS THAN 5% INCREASE

806 ELECTRICAL:

806.1 NEW INSTALLATIONS

806.2 EXISTING INSTALLATIONS

807 MECHANICAL:

807.1 All reconfigured spaces intended for occupancy and all spaces converted to habitable or occupiable space in any work area shall be provided with natural or mechanical ventilation in accordance with the International Mechanical Code.

807.2 ALTERED EXISTING SYSTEMS

807.3 PROVIDE LOCAL EXHAUST FOR NEW EQPT

808 PLUMBING:

809 ENERGY CONSERVATION

Level 2 alterations to existing buildings or structures are permitted without requiring the entire building or structure to comply with the energy requirements of the International Energy Conservation Code. The alterations shall conform to the energy requirements of the International Energy Conservation Code as they relate to new construction only.

2021 IEBC

THE INTERNATIONAL EXISTING BUILDING CODE

CHAPTER 9: LEVEL 3 ALTERATIONS

902.1 HIGH-RISE BUILDING

902.2 BOILER & FURNACE EQUIPMENT ROOMS

903 BUILDING ELEMENTS & MATERIALS

903.1 EXISTING SHAFTS & VERTICAL OPENINGS.

903.2 FIRE PARTITIONS IN GROUP R-3

903.3 INTERIOR FINISH

903.4 ENHANCED CLASSROOM ACOUSTIC

904.1 AUTOMATIC SPRINKLER SYSTEMS

904.1.1 HIGH-RISE BUILDINGS

904.1.2 RUBBISH & LINEN CHUTES

904.1.3 UPHOLSTERED FURNITURE OR MATTRESSES

904.1.4 OTHER REQUIRED AUTOMATIC SPRINKLER SYSTEMS

904.2 FIRE ALARM AND DETECTION SYSTEMS

905 MEANS OF EGRESS

906 STRUCTURAL

907 ENERGY CONSERVATION

2021 IEBC

Owner:

Architect: D3G Architects

Grand Strand Water & Sewer

ARCHITECTS

LLC

A

D3G

DERETSI

G

E R

A RCH

I T E

C T

ROL I NA

CHTUOS

101099 South Carolina Myrtle Beach

08/04/25

C.

DEITZ

A

DAVID

DERETSI

GE

R

ARCH I TEC

T

RO L I N

A

CHTU

OS NO. 6624

LICENSE

REVISION DATE:

DATE:

THIS DRAWING & DESIGN IS

THE PROPERTY OF

REPRODUCTION OR REUSE IN

WHOLE OR IN PART WITHOUT

WRITTEN PERMISSION IS

FORBIDDEN

WWW.D3GA.NET

843.427.4450

350 HILTON ROAD / SUITE 101

MYRTLE BEACH, SC 29572

D3G ARCHITECTS, LLC

D3G ARCHITECTS, LLC

SHEET NUMBER:

SHEET TITLE:

FILE NUMBER:

PROJECT TITLE:

ARCHITECTS

August 4, 2025

2375 Highway 11 Little River, SC

Grand Strand Water & Sewer Little River Lobby Renovations

ARCHITECTS

LLC

A

D3G

DERETSI

G

E R

A RCH

I T E

C T

ROL I NA

CHTUOS

101099 South Carolina Myrtle Beach

08/04/25

C.

DEITZ

A

DAVID

DERETSI

GE

R

ARCH I TEC

T

RO L I N

A

CHTU

OS NO. 6624

LICENSE

FLOOR PLAN

A2.012

A2.01 SCALE: 1/4" = 1'-0"

FLOOR PLAN

A101

LOBBY

A102

TELLERS

A2.01 SCALE: 1/4" = 1'-0"

EXISTING FLOOR PLAN

A101

LOBBY

A102

TELLERS

A7.02

SEE WALL SECTION "1"

ON SHEET "A7.02"

PLAN LEGEND:

KITCHEN NAME (KITCHEN), SEE FINISH SCHEDULE A6.01

GENERAL NOTES:

1: DO NOT SCALE DRAWINGS. ALL WRITTEN DIMENSIONS GOVERN.

REPORT ANY DISCREPANCIES TO ARCHITECT IMMEDIATELY PRIOR

TO ROUGH-IN, ERECTION, FABRICATION OR INSTALLATION. VERIFY

ALL DIMENSIONS SHOWN FOR ANY APPLIANCES, EQUIPMENT, ETC.

2: ALL DIMENSIONS ARE TO FACE OF CMU OR WOOD STUDS UNLESS

OTHERWISE NOTED. (SEE WALL LEGEND).

3: CONTRACTOR IS TO VISIT SITE AND FAMILIARIZE HIMSELF WITH

EXISTING JOB CONDITIONS.

4: CONTRACTOR IS TO FIELD-DETERMINE DIMENSIONS PRIOR TO

COMMENCEMENT OF CONSTRUCTION ACTIVITIES.

5: CONTRACTOR IS TO NOTIFY ARCHITECT OF ANY DISCREPANCIES

DISCOVERED PRIOR TO PROCEEDING WITH WORK.

6: ALL DETAILS AND WALL SECTIONS ON THE DRAWINGS ARE

EXTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO

ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT EXCEPT

WHERE A SEPARATE DETAIL IS SHOWN.

STOREFRONT TYPE 2, SEE STOREFRONT TYPE 2

SEE SHEET A9.01.

ST-2

DOOR TYPE 04, SEE DOOR NUMBER 04

SEE SHEET A8.01.

9.42 SPOT ELEVATION (9.42')

CONTROL JOINT

EXPANSION JOINT

FINISH FLOOR ELEVATION

FLOOR DRAIN

CJ

EJ

F.F.E.

FD

CASEWORK ELEVATION #"4"

#"4r" = MIRROR IMAGE OF #"4"

SEE SHEETS A10.01.

DUPLEX CONVENIENCE OUTLET, 18" AFF, EACH 2 OUTLETS

ARE TO BE ON DIFFERENT 20amp BREAKER.

FE-2 10lb FIRE EXTINGUISHER, SEE DETAIL J/A6.01.

FE-1 = SEMIRECCESS CABINET

FE-2 = WALL BRACKET

WALL OR FLOOR ASSEMBLY HAVING A SPECIFIED FIRE RESISTANCE

RATING DESIGNED AND CONSTRUCTED TO LIMIT THE SPREAD OF FIRE

IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. WALL

ASSEMBLY SHALL EXTEND CONTINUOUSLY FROM FLOOR SLAB TO

UNDERSIDE OF ROOF DECK. PENETRATIONS AND OPENINGS IN FIRE

BARRIERS SHALL BE PROTECTED AS FOLLOWS:

1: ALL DOORS, FRAMES AND HARDWARE IN FIRE BARRIERS SHALL BE

RATED AND LABELED AS FOLLOWS:

2: ALL OPENINGS FOR AIR HANDLING DUCTWORK SHALL REQUIRE

APPROVED FIRE DAMPERS. (SEE MECHANICAL DRAWINGS)

3: ALL PENETRATIONS AND MISCELLANEOUS OPENINGS SHALL BE

SEALED WITH "NFPA" APPROVED MATERIALS. SEE SHEET A13.01

4: SEAL FIRE RATED BARRIERS TO FIRE RATED CEILING WITH "NFPA"

APPROVED MATERIALS. SEE SHEET A13.01

RATED BARRIER LEGEND:

2 HOUR RATED BARRIER

1 HOUR RATED BARRIER

3 HOUR RATED BARRIER

@ 1 HOUR RATED BARRIER 45 MIN.-

SHAFT - 60 MIN.

-EXTERIOR WALLS 45 MIN.

@ 2 HOUR RATED BARRIER -

-EXTERIOR WALLS

90 MIN.

90 MIN.

EXTERIOR WALLS

@ 3 HOUR RATED BARRIER

90 MIN.

180 MIN.

ACCESS CORRIDORS 20 MIN.-

EXISTING EXTERIOR WALL:

2x6 WOOD STUDS w/ INSULATION, EXTERIOR

SHEATHING, BUILDING WRAP & BRICK VENEER.

INTERIOR: 5/8" GYPSUM BOARD. U.O.N.

EXISTING INTERIOR WALL:

2x4 WOOD STUDS w/ 5/8" GYPSUM BOARD BOTH

SIDES. U.O.N.

INTERIOR WALL:

2x4 STUD WALLS @ 16" O.C.

5/8" GYPSUM BOARD ON BOTH SIDES & EXTEND TO

BULKHEAD. U.O.N.

INTERIOR WALL:

2x4 STUD WALLS @ 16" O.C. w/ 5/8" GYPSUM BOARD.

7'-0" AFF U.O.N.

WALL LEGEND:

O4

WALL CONTROL JOINTS: DETAIL C,D,E/A13.01WCJ

ROOM FINISH SCHEDULE

FLOOR BASEROOM WALL HEIGHTCEILING REMARKSTRIM# WAINSCOT

PAINT NOTES:

A: WALL COLORS SHALL BE LIMITED TO A TOTAL OF TWO (2)

DIFFERENT COLORS FOR WALLS.

B: ALL CABINETS, CASEWORK AND SHELVING, ETC., SHALL BE

FINISHED BY THE CABINET CONTRACTOR. COLORS AND FINISHES

TO BE SELECTED BY THE ARCHITECT.

C: ALL ROOMS SHALL HAVE A MAXIMUM OF TWO (2) ROOM

COLORS. WALL COLORS AND LOCATIONS TO BE SELECTED BY

THE ARCHITECT.

D: PAINT CONTRACTOR IS TO PROVIDE PRIMER, CLEANING, AND /

OR OTHER SURFACE PREPARATION AS NEEDED TO ASSURE

PROPER ADHESION OF PAINT TO EXISTING SURFACES.

COMPATIBILITY OF PAINT TO SUBSTRATE AND ALL SURFACE

PREPARATION ISSUES SHALL BE THE RESPONSIBILITY OF THE

PAINTING CONTRACTOR.

E: DO NOT PAINT ANY PRE-FINISHED SURFACES, INCLUDING

BRICK, PLASTIC LAMINATE OR ANODIZED ALUMINUM.

1) CAR/VCT = TWO FINISHES IN THE SAME ROOM. SEE FLOOR

PLAN, REFLECTED CEILING PLAN OR SCHEDULE NOTES FOR

LOCATIONS.

2) SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT CHANGES,

LOCATION OF GYPSUM BOARD, LOCATION OF BULKHEADS AND/OR

SPECIAL CEILING TREATMENT.

3) CASEWORK TO RECEIVE BASE BY FLOORING CONTRACTOR.

4) REPAIR CRACKED OR DAMAGED CONCRETE SUBSTRATE. SKIM

COAT FLOOR WITH SPECIFIED PRODUCT PRIOR TO INSTALLATION

OF SCHEDULED FLOOR FINISH AND BASE.

5) FLOOR AND WALL FINISHES ARE TO BE INSTALLED COVERING

ENTIRE FLOOR AND WALL PRIOR TO INSTALLATION OF CASEWORK

AND OR FURNISHINGS.

6) IF THERE IS MORE THEN A 1/8" DIFFERENT FROM ONE

FLOORING MATERIAL TO ANOTHER, A 12" WIDE SUBFLOOR

LEVELER IS TO BE INSTALLED.

FINISH NOTES: FINISH MATERIALS:

CON

CONG

CAR

RUBB

MAT

RUB

EXP

PNTF

PNTN

PNTS

PNTG

PNTE

PNTT

GYP

AC1

CONCRETE - SEALED

CONCRETE - 1,500 GRITS & SEALED

24"x24" CARPET TILE

RUBBER FLOORING

MATCH EXISTING FINISH MATERIALS

"ARMSTRONG" 4" RUBBERCOVE BASE

EQUAL PRODUCTS BY ROPPE & JOHNSONITE

EXPOSED CEILING

PAINT EVERYTHING FROM 14'-0" AFF W/ "PNTN"

(DUCTS, CONDUIT, WALLS, STRUCTURAL, ETC.)

PAINT FLAT FINISH

PAINT SATIN FINISH

PAINT SEMI-GLOSS FINISH

PAINT GLOSS FINISH

PAINT EXOPY

PAINT SEMI-GLOSS W/ KNOCK-DOWN FINISH

5/8" GYPSUM BOARD CEILING WITH KNOCK-DOWN FINISH

WITH SEMI-GLOSS PAINT.

ARMSTRONG "CALLA" # 2822 W/ PRELUDE XL 7301 HD GRID

AND #2823 WALL MOLDING; OR, USG MARS #87200 W/

DONN DX26 HD GRID AND DONN MS 274 2" MOLDING.

HANGAR WIRES SHALL BE ATTACHED 6" MAX OUT OF

PLUMB ON ALL PERIMETER TEES . NO SUBSTITUTIONS.

LOBBYA101

TELLERSA102 PNTNCAR --MAT -- 9'-4"-- --

PNTNRUBB --MAT -- 9'-4"-- --

8' -7

1/ 2"

8' -7

1/ 2"

'-7

2' -0

3'

-0

2' -0

3'

-0

3' -7

1/ 2"2' -0

3'

-0

3' -7

6'-4"

6'-4"

3' -7

1/ 2"

A

B D

C 1 A3.01

A

B D

B D

C

C

A3.01

ADD WALL CABENIT

THAT MATCHES

EXISTING CABENITS

C

A3.01

A3.01

TEMPORARY WALL

TE

M

PO

R

AR

Y

W

AL

L

C

AR

EX

IS

TI

N

G C

AR

RUBB

EXISTING

RUBB

NOTES:

1: INSTALL A LINTEL (2-2x8 w/ 1/2" PLYWOOD BETWEEN) ABOVE EACH

SECURITY WINDOW. TWO (2) KING STUDS AND ONE (1) JACK STUDS

ON EACH SIDE OF THE SECURITY WINDOW.

2: ALL ELECTRICAL OUTLETS, DATA, ETC. ARE TO BE REINSTALLED IN

THE SAME LOCATION.

3: THE TWO (2) SECURITY WINDOWS:

TOTAL SECURITY SOLUTIONS

170 NATIONAL PARK DRIVE

FOWLERVILLE, MI 48836

www.DemandTSS.com Phone: 517.223.7807

A: STAINLESS STEEL HOLLOW METAL TRANSACTION WINDOW

B: WINDOW SIZE 36"x36"

C: CIRCLE HOLE & BACKER VOICE PORT CENTERED

D: U.L. LEVEL 4

E: LAMINATED POLYCARB./ACRYLIC (LEVEL 3)

F: 18 GA. STAINLESS STEEL RECESSES CURRENCY DEAL TRAY

KEY NOTES TYPICAL4

SECURITY

WINDOW 3

SECURITY

WINDOW

SECURITY

WINDOW

A2.02 SCALE: 1/4" = 1'-0"

DEMOLITION PLAN

DEMOLITION PLAN

A2.02

REVISION DATE:

DATE:

THIS DRAWING & DESIGN IS

THE PROPERTY OF

REPRODUCTION OR REUSE IN

WHOLE OR IN PART WITHOUT

WRITTEN PERMISSION IS

FORBIDDEN

WWW.D3GA.NET

843.427.4450

350 HILTON ROAD / SUITE 101

MYRTLE BEACH, SC 29572

D3G ARCHITECTS, LLC

D3G ARCHITECTS, LLC

SHEET NUMBER:

SHEET TITLE:

FILE NUMBER:

PROJECT TITLE:

ARCHITECTS

August 4, 2025

2375 Highway 11 Little River, SC

Grand Strand Water & Sewer Little River Lobby Renovations

ARCHITECTS

LLC

A

D3G

DERETSI

G

E R

A RCH

I T E

C T

ROL I NA

CHTUOS

101099 South Carolina Myrtle Beach

08/04/25

C.

DEITZ

A

DAVID

DERETSI

GE

R

ARCH I TEC

T

RO L I N

A

CHTU

OS NO. 6624

LICENSE

A. ALL SURFACES DISTURBED BY DEMOLITION AND / OR

CONSTRUCTION ACTIVITIES ARE TO BE RESTORED TO MATCH

SURROUNDING SURFACES, AS FOLLOWS.

1. FLOOR FINISHES: RESTORED TO MATCH THE EXISTING

SURROUNDING FLOORING FINISH AND BASE FINISH.

2. WALL FINISHES: FINISH AND PAINT WALLS FROM CORNER TO

CORNER AND BASE TO CEILING.

3. CEILING FINISHES: RESTORED TO MATCH THE EXISTING

SURROUNDING CEILING FINISH.

B. ALL OPENINGS CREATED BY DEMOLITION AND / OR

CONSTRUCTION ACTIVITIES (I.E. FOR WALLS, DOORS, WINDOWS,

OPENINGS, DUCTS, ELECTRIC PANELS, CONDUIT, PLUMBING

FIXTURES, ETC.) ARE TO BE PATCHED WITH MATERIALS THAT MATCH

SURROUNDING SURFACES, AS FOLLOWS:

1. CMU WALLS ARE TO BE CLOSED WITH MATCHING THICKNESS,

COURSING AND MASONRY UNITS AND TOOTHED INTO ADJACENT

WALLS. MAINTAIN OR RESTORE FIRE RATINGS AT ALL LOCATIONS.

2. STEEL STUD WALLS ARE TO BE CLOSED WITH MATCHING STUD

THICKNESS AND GAUGE AND MATCHING THICKNESS OF GYPSUM

BOARD. MAINTAIN OR RESTORE FIRE RATINGS AT ALL LOCATIONS.

3. WOOD STUD WALLS ARE TO BE CLOSED WITH MATCHING STUD

THICKNESS AND MATCHING THICKNESS OF GYPSUM BOARD.

MAINTAIN OR RESTORE FIRE RATINGS AT ALL LOCATIONS.

4. FLOOR OPENINGS 2"Dx6"Wx12L OR LARGER ARE TO BE FILL IN

WITH CONCRETE. MAINTAIN OR RESTORE FIRE RATINGS AT ALL

LOCATIONS.

5. FLOORS OPENINGS SMALLER THAN 2"Dx6"Wx12L ARE TO BE FILLED

WITH "STO" CONCRETE EPOXY FILLER.

GENERAL DEMOLITION NOTES:

A2.02 SCALE: 1/4" = 1'-0"

EXISTING FLOOR PLAN

1. REMOVE EXISTING STUD WALL, INSULATION AND GYPSUM BOARD,

FROM FINISH FLOOR TO TOP IF WALL. PATCH ADJACENT WALLS

PER GENERAL DEMOLITION NOTE "A" & "B".

2. REMOVE EXISTING GLASS WALL AND FRAMES. REMOVE EXISTING

PLASTIC GLASS FROM ABOVE THE WALL. PATCH ADJACENT

WALLS PER GENERAL DEMOLITION NOTE "A" & "B".

3. REMOVE COUNTER, CABINETS AND COUNTER TOP. PATCH

ADJACENT WALLS AND FLOORS PER GENERAL DEMOLITION NOTE

"A" & "B".

4. RELOCATE THE EXISTING RECESS LIGHT OR EMERGENCY LIGHT

AS SHOWN ON DRAWING. PATCH ADJACENT WALLS AND FLOORS

PER GENERAL DEMOLITION NOTE "A" & "B".

5. PROTECT ALL ELECTRICAL OUTLETS, DATA, ETC. AND REINSTALL

IN THE SAME LOCATION.

6. PATCH THE EXISTING ACOUSTICAL CEILING GRID AND REPLACE

THE CEILING TILE WITH MATCHING TILE.

7. REMOVE THE EXISTING WIRING, CONDUCTS AND OUTLETS, DATA,

ETC. CAP THE CONDUCT BELOW THE SLAB. PATCH ADJACENT

WALLS AND FLOORS PER GENERAL DEMOLITION NOTE "A" & "B".

8. REMOVE THE EXISTING FLOORING (CARPET OR RUBBER

FLOORING) AND RUBBER BASE. PATCH ADJACENT WALLS AND

FLOORS PER GENERAL DEMOLITION NOTE "A" & "B".

KEY NOTES TYPICAL4

DEMOLITION & RENOVATION

KEYED NOTES:

1 3

1 3

1 3

1 3

8 8

THIS DRAWING & DESIGN IS

THE PROPERTY OF

REPRODUCTION OR REUSE IN

WHOLE OR IN PART WITHOUT

WRITTEN PERMISSION IS

FORBIDDEN

WWW.D3GA.NET

843.427.4450

350 HILTON ROAD / SUITE 101

MYRTLE BEACH, SC 29572

D3G ARCHITECTS, LLC

D3G ARCHITECTS, LLC

SHEET NUMBER:

SHEET TITLE:

FILE NUMBER:

PROJECT TITLE:

ARCHITECTS

August 4, 2025

510 Supply Road Marion, SC

Grand Strand Water & Sewer Marion Lobby Renovations

08/04/25

C.

DEITZ

A

DAVID

DERETSI

GE

R

ARCH I TEC

T

RO L I N

A

CHTU

OS NO. 6624

LICENSE

ARCHITECTS

LLC

A

D3G

DERETSI

G

E R

A RCH

I T E

C T

ROL I NA

CHTUOS

101099 South Carolina Myrtle Beach

WALL SECTIONS

A3.01

1/8" STEEL PLATE

2x4 WOOD STUDS @ 16" O.C.

PLASTIC LAM.

1/2" PLYWOOD

SOLID SURFACE

PANEL

W/ 1" EXTENDER

STAINLESS STEEL

BOLT W/ WASHER

RUBBER BASE

A3.01 SCALE: 1" = 1'-0"

WALL SECTION

TYPICAL

BARRIER

10mm POLY VAPOR

5/8" GYPSUM

BOARD

EXISTING CONCRETE FINISH FLOOR

8' -8

9'

-8

TOP PLATE

2x4 DOUBLE

EXISTING GYPSUM

BOARD

1' -0

3' -0

3'

-2

2' -6

TOP OF COUNTER TOP

TOP OF SOLID SURFACING

EXISTING BULKHEAD

EXISTING CEILING

2x4 BASE PLATE

@ 16" O.C.

2x4 WOOD STUDS

5/8" GYPSUM

BOARD

@ 16" O.C.

2x4 WOOD STUDS

5/8" GYPSUM

BOARD

@ 16" O.C.

2x4 WOOD STUDS

1/2" PLYWOOD

BRACE @ 12" O.C.

4 1/2" SOLID WOOD

SOLID SURFACE

COUNTER TOP

4" HIGH

SOLID SURFACE

6"

8 5/8"

1/8" STEEL PLATE

2x4 WOOD STUDS @ 16" O.C.

1/2" PLYWOOD

5/8" GYPSUM

BOARD

4" HIGH

SOLID SURFACE

2x4 WOOD STUDS @ 16" O.C.

5/8" GYPSUM

BOARD

EXISTING GYPSUM

BOARD

RUBBER BASE

A3.01 SCALE: 1" = 1'-0"

WALL SECTION

TYPICAL

BARRIER

10mm POLY VAPOR

EXISTING CONCRETE FINISH FLOOR

9'

-8

7' -0

EXISTING CEILING

2x4 BASE PLATE

@ 16" O.C.

2x4 WOOD STUDS

5/8" GYPSUM

BOARD

5/8" GYPSUM

BOARD

@ 16" O.C.

2x4 WOOD STUDS

2x4 WOOD STUDS @ 16" O.C.

5/8" GYPSUM

BOARD

2' -8

TOP OF WALL

2" HIGH

SOLID SURFACE

SOLID SURFACE

COUNTER TOP

2x4 WOOD STUDS @ 16" O.C.

5/8" GYPSUM

BOARD

MIS_300

A

SCALE: 6" = 1'-0"

SEALANT CONNECTIONS

A3.01

W

W/2

W

W/2

BACKER ROD

SEALANT

BUTT JOINT

LAP JOINT

FILLET JOINT

MINIMUM JOINT

WIDTH IS 1/4"

BACKER ROD

SEALANT

BACKER MATERIAL

SEALANT

3/8" MIN.

MINIMUM JOINT

DEPTH IS 1/4"

MAXIMUM JOINT

DEPTH IS 1/2"

THIS DRAWING & DESIGN IS

THE PROPERTY OF

REPRODUCTION OR REUSE IN

WHOLE OR IN PART WITHOUT

WRITTEN PERMISSION IS

FORBIDDEN

WWW.D3GA.NET

843.427.4450

350 HILTON ROAD / SUITE 101

MYRTLE BEACH, SC 29572

D3G ARCHITECTS, LLC

D3G ARCHITECTS, LLC

SHEET NUMBER:

SHEET TITLE:

FILE NUMBER:

PROJECT TITLE:

ARCHITECTS

August 4, 2025

2375 Highway 11 Little River, SC

Grand Strand Water & Sewer Little River Lobby Renovations

ARCHITECTS

LLC

A

D3G

DERETSI

G

E R

A RCH

I T E

C T

ROL I NA

CHTUOS

101099 South Carolina Myrtle Beach

08/04/25

C.

DEITZ

A

DAVID

DERETSI

GE

R

ARCH I TEC

T

RO L I N

A

CHTU

OS NO. 6624

LICENSE

A4.01 SCALE: 1/4" = 1'-0"

REFLECTED CEILING PLAN

FLOOR PLAN SHOWING

REFLECTED CEILING PLAN

A4.01

RCP LEGEND:

2x2 ACOUTICAL CEILING GRID

2x4 ACOUTICAL CEILING GRID

GYPSUM BOARD

BULKHEAD

10'-0"

ACOUSTICAL CEILING HEIGHT IS 9'-0"

UNLESS OTHERWISE NOTED.

HEIGHT OF CEILING A.F.F.

D SEE DETAIL "D" ON SHEET "A4's"

METAL SOFFIT

EXISTING 24"x24" SUPPLY GRILLE

EXISTING 24"x24" RETURN GRILLE

EXISTING 24"x48" GRID LIGHT

EXISTING 6"x48", 60" or 96" SURFACE LIGHT

EXISTING CEILING FAN & LIGHT

EXISTING SURFACE MOUNT LIGHT

EXISTING EXIT SIGN

EXISTING EXIT SIGN & EMERGENCY LIGHT

EXISTING TOILET EXHAUST FAN

EXISTING RECESSED MOUNT LIGHT

8'-0" sprinkler sprinklersprinkler sprinkler

8'-0"

8'-0"

8'-0"

9'-4"

9'-4"

9'-4"

9'-4" sprinkler sprinkler

9'-4"

9'-4"

8' -0 sprinkler sprinklersprinkler sprinkler

8'-0"

8'-0"

8'-0"

9'-4"

9'-4"

9'-4"

9'-4" sprinkler sprinkler

9'-4"

9'-4"

A4.01 SCALE: 1/4" = 1'-0"

EXISTING REFLECTED CEILING PLAN

FLOOR PLAN SHOWING

A. ALL SURFACES DISTURBED BY DEMOLITION AND / OR

CONSTRUCTION ACTIVITIES ARE TO BE RESTORED TO MATCH

SURROUNDING SURFACES, AS FOLLOWS.

1. FLOOR FINISHES: RESTORED TO MATCH THE EXISTING

SURROUNDING FLOORING FINISH AND BASE FINISH.

2. WALL FINISHES: FINISH AND PAINT WALLS FROM CORNER TO

CORNER AND BASE TO CEILING.

3. CEILING FINISHES: RESTORED TO MATCH THE EXISTING

SURROUNDING CEILING FINISH.

B. ALL OPENINGS CREATED BY DEMOLITION AND / OR

CONSTRUCTION ACTIVITIES (I.E. FOR WALLS, DOORS, WINDOWS,

OPENINGS, DUCTS, ELECTRIC PANELS, CONDUIT, PLUMBING

FIXTURES, ETC.) ARE TO BE PATCHED WITH MATERIALS THAT MATCH

SURROUNDING SURFACES, AS FOLLOWS:

1. CMU WALLS ARE TO BE CLOSED WITH MATCHING THICKNESS,

COURSING AND MASONRY UNITS AND TOOTHED INTO ADJACENT

WALLS. MAINTAIN OR RESTORE FIRE RATINGS AT ALL LOCATIONS.

2. STEEL STUD WALLS ARE TO BE CLOSED WITH MATCHING STUD

THICKNESS AND GAUGE AND MATCHING THICKNESS OF GYPSUM

BOARD. MAINTAIN OR RESTORE FIRE RATINGS AT ALL LOCATIONS.

3. WOOD STUD WALLS ARE TO BE CLOSED WITH MATCHING STUD

THICKNESS AND MATCHING THICKNESS OF GYPSUM BOARD.

MAINTAIN OR RESTORE FIRE RATINGS AT ALL LOCATIONS.

4. FLOOR OPENINGS 2"Dx6"Wx12L OR LARGER ARE TO BE FILL IN

WITH CONCRETE. MAINTAIN OR RESTORE FIRE RATINGS AT ALL

LOCATIONS.

5. FLOORS OPENINGS SMALLER THAN 2"Dx6"Wx12L ARE TO BE FILLED

WITH "STO" CONCRETE EPOXY FILLER.

GENERAL DEMOLITION NOTES:

1. REMOVE EXISTING STUD WALL, INSULATION AND GYPSUM BOARD,

FROM FINISH FLOOR TO TOP IF WALL. PATCH ADJACENT WALLS

PER GENERAL DEMOLITION NOTE "A" & "B".

2. REMOVE EXISTING GLASS WALL AND FRAMES. REMOVE EXISTING

PLASTIC GLASS FROM ABOVE THE WALL. PATCH ADJACENT

WALLS PER GENERAL DEMOLITION NOTE "A" & "B".

3. REMOVE COUNTER, CABINETS AND COUNTER TOP. PATCH

ADJACENT WALLS AND FLOORS PER GENERAL DEMOLITION NOTE

"A" & "B".

4. RELOCATE THE EXISTING RECESS LIGHT OR EMERGENCY LIGHT

AS SHOWN ON DRAWING. PATCH ADJACENT WALLS AND FLOORS

PER GENERAL DEMOLITION NOTE "A" & "B".

5. PROTECT ALL ELECTRICAL OUTLETS, DATA, ETC. AND REINSTALL

IN THE SAME LOCATION.

6. PATCH THE EXISTING ACOUSTICAL CEILING GRID AND REPLACE

THE CEILING TILE WITH MATCHING TILE.

KEY NOTES TYPICAL4

DEMOLITION & RENOVATION

KEYED NOTES:

EXTEND GYPSUM BOARD

BULKHEAD PER DRAWINGS.

EXTEND GYPSUM BOARD

BULKHEAD PER DRAWINGS.

3' -6

8'

-1

1/ 2"

8' -1

1/

2" 5'

-1

NOTES FOR CUSTOM CASEWORK:CASEWORK ABBR.:

1) FIELD-VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.

2) SPACE ABOVE WALL CABINETS SHALL NOT BE FURRED TO CEILING UNLESS NOTED

OTHERWISE.

3) CASEWORK SHALL HAVE A 4" COVE BASE INSTALLED BY FLOORING CONTRACTOR.

4) SCRIBE CUSTOM CASEWORK TO ADJACENT WALLS AND CAULK JOINT.

5) ALL FINISH HARDWARE REQUIRED ON CUSTOM CASEWORK (HINGES, PULLS, CATCHES,

DRAWER SLIDES, COAT HOOKS, ETC.) SHALL BE PROVIDED AND INSTALLED BY CUSTOM

CASEWORK FABRICATOR. SUBMIT SAMPLES TO ARCHITECT FOR SELECTION.

6) PROVIDE MATCHING FILLER PANELS AS REQUIRED AT END WALLS AND CABINET

INTERSECTIONS, TYP.

7) ALL EXPOSED SURFACES ARE TO HAVE PLASTIC LAMINATE FINISH.

8) ALL WALL CABINETS ARE TO HAVE CROWN MOLDING.

S.S.

P.T.

P. LAM.

W/B.S.

F.E.

A.S.

36BC

36SC

36DC

36OC

SOLID SURFACING

PLASTIC LAMINATE TOP

PLASTIC LAMINATE FINISH

WITH BACKSPLASH

FINISH END

ADJUSTABLE SHELF

WIDTH - BASE CABINET

WIDTH - SINK BASE CABINET

WIDTH - DRAWER CABINET

WIDTH - OPEN CABINET

WIDTH / DEPTH - WALL CABINET

REVISION DATE:

DATE:

THIS DRAWING & DESIGN IS

THE PROPERTY OF

REPRODUCTION OR REUSE IN

WHOLE OR IN PART WITHOUT

WRITTEN PERMISSION IS

FORBIDDEN

WWW.D3GA.NET

843.427.4450

350 HILTON ROAD / SUITE 101

MYRTLE BEACH, SC 29572

D3G ARCHITECTS, LLC

D3G ARCHITECTS, LLC

SHEET NUMBER:

SHEET TITLE:

FILE NUMBER:

PROJECT TITLE:

ARCHITECTS

August 4, 2025

2375 Highway 11 Little River, SC

Grand Strand Water & Sewer Little River Lobby Renovations

ARCHITECTS

LLC

A

D3G

DERETSI

G

E R

A RCH

I T E

C T

ROL I NA

CHTUOS

101099 South Carolina Myrtle Beach

08/04/25

C.

DEITZ

A

DAVID

DERETSI

GE

R

ARCH I TEC

T

RO L I N

A

CHTU

OS NO. 6624

LICENSE

CASEWORK ELEVATIONS

A5.01

A5.01 SCALE: 1/2" = 1'-0"

CASEWORK ELEVATIONS

CASEWORK SECTIONS1

A5.01 SCALE: 1" = 1'-0"

TOP

FINISH @ TOP, NOSING

& BACKSPLASH

BACK PANEL

CABINET DOOR

& DRAWER WITH

BOTTOM PANEL

W/ P. LAM. FINISH

BLOCKING

BASE @ ALL

EXPOSED SIDES BY G.C.

(1) ADJUSTABLE SHELF

P. LAM. FINISH

W/ P. LAM. FINISH

TOP

FINISH @ TOP, NOSING

& BACKSPLASH

BASE @ ALL

EXPOSED SIDES BY G.C.

PLASTIC LAMINATE

FINISH @ TOP, NOSING

& BACKSPLASH

BLOCKING

W/ P. LAM. FINISH

2'-0" 2'-0" 2'-0"

P. LAM.

BACK PANEL

CABINET DRAWERS

W/ P. LAM. FINISH

BOTTOM PANEL

W/ P. LAM. FINISH

BLOCKING

W/ P. LAM. FINISH

CASEWORK SECTIONA

KNEE SPACE

CABINET

CASEWORK SECTIONB

DRAWER CABINET

CASEWORK SECTIONC

BASE CABINET W/

DRAWER

BASE @ ALL

EXPOSED SIDES BY G.C.

TELLERSA

CASEWORK SECTIONH

DRAWER CABINET

FINISH BACK

TOP

FINISH @ TOP, NOSING

& BACKSPLASH

BASE @ ALL

EXPOSED SIDES BY G.C.

2'-0"

BACK PANEL

CABINET DRAWERS

W/ P. LAM. FINISH

BOTTOM PANEL

W/ P. LAM. FINISH

BLOCKING

W/ P. LAM. FINISH

CASEWORK SECTIONF

DRAWER CABINET W/ OPEN SHELF

P. LAM. SHELF

1 A.S.

30BC

24" DEEP

F.E.

24 OPEN

24" DEEP

3' -0

7' -0

2'

-4

TELLERSB

1" THICK

SOUND

BOARD

1" THICK

SOUND

BOARD

1" THICK

SOUND

BOARD

S.S. W/ B.S.

Two (2) 3"

GOURMET HOLES

LOCATED IN CORNER

Two (2) 3" HOLES

LOCATED IN SIDE

OF CABENIT

LOBBYC

8' -0

1'

-4

S.S. W/ B.S.

S.S.S.S.S.S. S.S.S.S. S.S.S.S. S.S.S.S. S.S.

PAINTED

GYPSUM

BOARD

BLACK

P. LAM.

BLACK

P. LAM.

BLACK

P. LAM.

BLACK

P. LAM.

MATCH

EXISTING BASE

PAINTED

GYPSUM

BOARD

PAINTED

GYPSUM

BOARD

BLACK

P. LAM. S.S.S.S.S.S. S.S.S.S.

PAINTED

GYPSUM

BOARD

BLACK

P. LAM.

1' -4

4' -0

32 OPEN

18" DEEP

20DC

18" DEEP

OPEN SHELF

TELLERSD

S.S. W/ B.S. S.S. W/ B.S.

1" THICK

SOUND

BOARD

1" THICK

SOUND

BOARD

S.S. W/ B.S.

32 OPEN

18" DEEP

20DC

18" DEEP

OPEN SHELF

32 OPEN

18" DEEP

20DC

18" DEEP

OPEN SHELF

1 A.S.

24BC

24" DEEP

3' -0

5'

-0

1' -4

1' -4

4'

-8

4" 3'

-0

8' -0

4" 2"

3' -2

2"

2" 1'-10"

2" 1'-10"

2" 1'-10"1'-10"

2" 1'-10"

2" 1'-10"

2"

4" 2"

3' -2

1'-5"

2" 1'-4"

1 3/4" 1 7/8"

4" 3'

-0

TOP

FINISH @ TOP, NOSING

& BACKSPLASH

BASE @ ALL

EXPOSED SIDES BY G.C.

2'-0"

BACK PANEL

CABINET DRAWERS

W/ P. LAM. FINISH

BOTTOM PANEL

W/ P. LAM. FINISH

BLOCKING

W/ P. LAM. FINISH

1/8" STEEL PLATE

2x4 WOOD STUDS @ 16" O.C.

PLASTIC LAM.

1/2" PLYWOOD

8"

6"

SOLID SURFACE

PANEL

W/ 1" EXTENDER

STAINLESS STEEL

BOLT W/ WASHER

RUBBER BASE

1/8" STEEL PLATE

2x4 WOOD STUDS @ 16" O.C.

5/8" GYPSUM BOARD

1/2" PLYWOOD

1 A.S.

30BC

24" DEEP

F.E.

24 OPEN

24" DEEP

S.S. W/ B.S.

3' -0

7' -0

4' -0

2' -4

1" THICK

SOUND

BOARD

1" THICK

SOUND

BOARD

1" THICK

SOUND

BOARD

Two (2) 3"

GOURMET HOLES

LOCATED IN CORNER

Two (2) 3" HOLES

LOCATED IN SIDE

OF CABENIT

1" THICK

SOUND

BOARD

SECURITY

WINDOW

VOICE PORT

1" THICK

SOUND

BOARD

1" THICK

SOUND

BOARD

1" THICK

SOUND

BOARD

1'-4" 2"

3'-7" 2"

1'-10" 2"

11"

1 7/8" 1" THICK

SOUND

BOARD

SECURITY

WINDOW

VOICE PORT

1" THICK

SOUND

BOARD

1'-4" 2"

3'-7" 2"

1" THICK

SOUND

BOARD

1" THICK

SOUND

BOARD

1'-5" 2"

1'-4"

1 3/4"1 7/8" 1" THICK

SOUND

BOARD

SECURITY

WINDOW

VOICE PORT

1" THICK

SOUND

BOARD

1'-4" 2"

3'-7" 2"

SECURITY

WINDOW

VOICE PORT

S.S.

S.

S.

S.

S.

S.S.

SECURITY

WINDOW

VOICE PORT

S.S.

S.

S.

S.

S.

SECURITY

WINDOW

VOICE PORT

S.S.

S.

S.

S.

S. PAINTED

GYPSUM

BOARD

PAINTED

GYPSUM

BOARD

PAINTED

GYPSUM

BOARD

PAINTED

GYPSUM

BOARD

S.S.S.S. S.S.

4' -4

/2

" 5' -7

/2

3' -0

6" 2'

-6

6' -2

1' -1

0"

3' -2

1/

2"

S.S. W/ B.S.S.S. W/ B.S.

MATCH

EXISTING BASE

MATCH

EXISTING BASE

Sheets and Views
Cover
A0501 Casework.pdf
Sheets and Views
A0501
A0401 RCP.pdf
Sheets and Views
A0401
A0301 Wall Section.pdf
Sheets and Views
A0301
A0202 Demolition Plan.pdf
Sheets and Views
A0203 Dem
A0201 Floor Plan.pdf
Sheets and Views
A0201 Floor Plan

File details come from the government source that posted it. Updated .