00 Marion CD.pdf

Marion Lobby Grand Strand Water & Sewer

510 Supply Road Marion, 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

REFERENCE

CODE

Tabular Height Allowed

Tabular Area Allowed

IBC EDITION

CODE ITEM

Occupancy Classification Construction Classification

CODE ANALYSIS

Chapter 6 Chapter 3

Table 504.3 Height Increase Allowed Chapter 5 Height - Actual

Increase + 506.3.3 Area - Actual

Table 506.2 506.3.3

FIRE-RESIST. RATING for BUILDING ELEMENTS "B":

Bearing Walls - Exterior

Non-Bearing Walls & Partitions- Exterior

Bearing Walls - Interior

Structural Frame

Floor Construction

Roof Construction

Table 601

Table 601

Table 705.5

Table 601

Table 601

Table 601

0 HRS

0 HRS

Non-Bearing Walls & Partitions- Interior including supporting beams and joists including supporting beams and joists

0 HRS

0 HRS

0 HRS*

* or as reqd elsewhere in Code

EDUCATIONAL "B" OCCUPANCY

22 OCCUPANT LOAD

11 MEN

11 WOMEN

2902.2 SEPARATE FACILITIES

EXCEPTION 3: NO: 15 OR FEWER OCCUPANT LOAD

WATER CLOSETS:

1 / 25 / 50 - 1 REQUIRED, 2 PROVIDED

LAVATORIES:

1 / 40 / 80 - 1 REQUIRED, 2 PROVIDED

DRINKING FOUNTAINS:

1 / 100 DRINKING FOUNTAIN - 1 REQUIRED, 2 PROVIDED

SERVICE SINKS:

1 SERVICE SINK - 1 REQUIRED, 1 PROVIDED

PLUMBING DATA

INCREASE

AREA

BASED

ON

FRONTAGE

Sprinkler

Stories Table 504.4 Stories - Actual

10 FT <= X < 30 FT = 0 HRS

: Increase Area Frontage: 506.3.3 n/a : Increase Area Frontage: 506.2.4 n/a

508.4 Separated Occupancy n/a

5 FT <= X < 10 FT = 1 HRS

YES

10 FT <= X < 30 FT = 0 HRS

5 FT <= X < 10 FT = 1 HRS

B V-B

40 FT

16'-8"

NO

N/A

9,000 sf n/a

1,406 sf

Fire Walls

Occupancy Separation Walls

Exit Stairs

Vertical Openings

Interior Partitions

Table 706.4

Table 508.4

Sec 1023

Sec 712

Sec 601

FIRE-RESIST. RATIING & CODE ITEMS "B":

None

Corridors Rating Table 1020.1

Mixed Use & Occupancy (Non-Separated) Sec 508.3

Electrical Transformer Table 509.1

Fire Partition Sec 708

Not Rated: Less then 30 Occupancy

0 hrs n/a Yes

None

Less than 4 Stories: 1 Hour (See 1019.2) n/a

Stories with One Exit Table 1006.2.1 Yes, OL less 50 Occupants

Fire Barriers Table 707.3.10 n/a

4 Stories or more: 2 Hours

Egress Balconies Sec 1021.2 n/a

Special Use Sec 400's n/a

Sprinkler System Sec 903 No

Corridors Width Table 1020.2 44 inches, 36" inches less then 50 Occupants

Table 1017.2 200'-0"Travel Distance Table 1010.2.9 YesPanic Hardware

Dead End Corridors Table 1020.5 20'-0" Maxium

Elevator Sec 3001 n/a

Fire Barriers, Continuity Table 707.5 Yes

Fire Alarm Sec 907.2.2 No, Less than 100 Occupants above Exit

No, Less 500 Occupant

Yes, Travel Distance is less then 100 ft.

Mezzanines Sec 505 No Mezzanines, Area Limitation Sec 505.2.1 n/a

508.3 Nonseparated Occupancy

Sec 505.2.3 Sec 505.2.3

Exception 1 Exception 2 & 5

Enclosed space not greater then 10% Mezz.Sec 505.2.3Exception 3 Enclosed needs two exits & Sprinkler System Enclosed space not greater then 10 Occupant

Shaft Enclosures Table 707.3.1 n/a Interior Stair Table 707.3.2 n/a Fire Areas Table 707.3.10 2 Hours

Tenant Separation 2 n/a Corridor Walls 3 See Corridor Rating Elevator Lobby 4 n/a Egress Balcony 5 n/a

Group B n/a n/a Table 906.3 75 Feet, 11,250 sf, 3,000 sfFire Extinguisher

Machine Room Sec 3005 n/a Lobby Sec 3006 n/a Hoistway Sec 3006 n/a

Table 601 & 705.5

Incidental Use Areas Table 509.1 None

Minimum Distance of Projection Table 705.2 None

Group R Separation 1 n/a

Ambulatory Care Facilities 6 n/a Groups R-1 & R-2 Separation 7 n/a Vestibules 8 n/a

Smoke Barriers Sec 709 n/a Smoke Partitions Sec 710 n/a Floor & Roof Assemblies Sec 711 n/a

Shaft Enclosures Sec 713 n/a

Exit Access Stairways & Ramps Sec 1019.2 Not Enclosed: Serve a Single Story

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

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

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

FLOOR PLAN

FLOOR PLAN

A2.01

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.

5 TOILET ACCESSORIES #5, SEE SHEET A4.01.

SEE TOILET ACCESSORIES #5

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:

EXISTING 2x4 STUD WALLS TELLERS sided: EXISTING 5/8" GYPSUM BOARD.

LOBBY sided: 1/8" STEEL PLATE, 1/2" PLYWOOD & PLASTIC LAMINATE FINISH. from FLOOR TO 3'-0" AFF.

1/8" STEEL PLATE, 1/2" PLYWOOD & 5/8" GYPSUM

BOARD from 3'-0" AFF TO 6'-2" AFF.

5/8" GYPSUM BOARD from 6'-2" AFF TO CEILING. U.O.N.

INTERIOR WALL:

2x4 STUD WALLS @ 16" O.C.

TELLERS sided: 5/8" GYPSUM BOARD.

LOBBY sided: 1/8" STEEL PLATE, 1/2" PLYWOOD & PLASTIC LAMINATE FINISH. from FLOOR TO 3'-0" AFF.

1/8" STEEL PLATE, 1/2" PLYWOOD & 5/8" GYPSUM

BOARD from 3'-0" AFF TO 6'-2" AFF.

5/8" GYPSUM BOARD from 6'-2" AFF TO CEILING. U.O.N.

INTERIOR WALL:

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

U.O.N.

WALL LEGEND:

O4

OCCUPANT LOAD

TOTAL OCCUPANT

OF SPACE

SQUARE FOOTAGE

EGRESS / OCCUPANT LOAD:

LOAD

EXIT DOORS, STAIRS, & CORRIDORS.

EXIT CAPACITY FOR:

20800

FACTOR

OF ONE (1)

OCCUPANT LOAD

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

150126

TOILET

SINK

SINK

R

EF

R

IG

SINK

TOILET

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

EXISTING FLOOR PLAN

EL

EC

PA

N

EL

FE

-1

WF

WF

A101

LOBBY

A101b

CORRIDOR

A107

TOILET

A108

IDF

A105

CORRIDOR

A106

BREAKROOM

A104

TOILET

A106b

STORAGE

A102

OFFICE

A109

OFFICE

A109b

STORAGE

A110

TELLERS

A103

OFFICE

TOILET

SINK

SINK

R

EF

R

IG

SINK

TOILET

EL

EC

PA

N

EL

FE

-1

WF

WF

A101

LOBBY

A101b

CORRIDOR

A107

TOILET

A108

IDF

A105

CORRIDOR

A106

BREAKROOM

A104

TOILET

A106b

STORAGE

A102

OFFICE

A109

OFFICE

A109b

STORAGE

A110

TELLERS

A103

OFFICE

C

8'-7"3 1/2"6'-5 1/2"

6' -4

TEMPORARY WALL

F B

E A B

DD

150274

30035

15222

150124

15093 1

15093

1' -7

4'

-6

5'-2 1/2" 7'-3 1/2" 3'-1"

1' -0

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

5°

CONSTRUCTION

AREA

A3.01

A3.01

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

31 31

SECURITY

WINDOW

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

MAT

RUB

EXP

PNTF

PNTN

PNTS

PNTG

PNTE

PNTT

GYP

AC1

CONCRETE - SEALED

CONCRETE - 1,500 GRITS & SEALED

24"x24" CARPET TILE

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

CORRIDORA101b ---- ---- -- 8'-8"-- --

OFFICE

A102 A103

OFFICE

TOILET

A106b A107

STORAGE

IDFA108

---- ---- -- 9'-8" / 12'-4"-- --

8'-8" -- 9'-2" -- 9'-2" --

STORAGE

A109 A109b

OFFICE

A110 TELLERS

9'-2" -- 8'-8" -- 9'-8" -- 9'-2" --

PNTNMAT MATMAT

9'-2" --

-- 9'-2"-- --

TOILETA104

CORRIDORA105

BREAKROOMA106

PNTNMAT MATMAT -- 9'-8" / 10'-4"-- --

9'-8" / 12'-4"

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

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

FE

-1

FE

-1

CONSTRUCTION

AREA

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. REMOVE GYPSUM BOARD FROM WOOD STUD WALLS. PATCH

ADJACENT WALLS AND FLOORS PER GENERAL DEMOLITION NOTE

"A" & "B".

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

IN THE SAME LOCATION.

KEY NOTES TYPICAL4

DEMOLITION & RENOVATION

KEYED NOTES:

2 31 2 3

3 3

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

EXISTING FLOOR PLAN

55 5

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' -1

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

1' -1

0"

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

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

CONSTRUCTION

AREA

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

12'-4"

9'-8" 9'-8"

12'-4"

8'-8"

10'-4"

9'-8"8'-8"

8'-8"

ATTIC

ACCESS

9'-8"

9'-2"

9'-2"

9'-2" 9'-2"

8'-8"

9'-0"

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

EXISTING REFLECTED CEILING PLAN

EXISTING FLOOR PLAN SHOWING

12'-4"

9'-8" 9'-8"

12'-4"

8'-8"

10'-4"

9'-8"8'-8"

8'-8"

ATTIC

ACCESS

9'-8"

9'-2"

9'-2"

9'-2" 9'-2"

8'-8"

9'-0"

NOTE: RELOCATE THE EXISTING RECESS

LIGHT OR EMERGENCY LIGHT AS SHOWN

ON DRAWING. PATCH ADJACENT WALLS

AND FLOORS PER GENERAL DEMOLITION

NOTE "A" & "B".

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

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

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.

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" 2'-0"

TOP

FINISH @ TOP, NOSING

& BACKSPLASH

BASE @ ALL

EXPOSED SIDES BY G.C.

2'-0"

P. LAM.

BACK PANEL

CABINET DRAWERS

W/ P. LAM. FINISH

BOTTOM PANEL

W/ P. LAM. FINISH

BLOCKING

W/ P. LAM. FINISH

BACK PANEL

CABINET DOOR

W/ P. LAM. FINISH

BOTTOM PANEL

W/ P. LAM. FINISH

BLOCKING

(2) ADJUSTABLE SHELVES

W/ P. LAM. FINISH

BACK PANEL

BOTTOM PANEL

W/ P. LAM. FINISH

BLOCKING

(2) ADJUSTABLE SHELVES

W/ P. LAM. FINISH

CASEWORK SECTIONA

KNEE SPACE

CABINET

CASEWORK SECTIONB

DRAWER CABINET

CASEWORK SECTIONC

BASE CABINET W/

DRAWER

CASEWORK SECTIONE

OPEN SHELVING

CABINET

CASEWORK SECTIOND

BASE CABINET W/OUT

DRAWER

BASE @ ALL

EXPOSED SIDES BY G.C.

LOBBYDTELLERSCTELLERSA

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

P. LAM. FINISH

SOLID SURFACE

PANEL

W/ 1" EXTENDER

STAINLESS STEEL

BOLT W/ WASHER

8"

6 TOTAL

CASEWORK SECTIONG

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

1/8" STEEL PLATE

CASEWORK SECTIONH

DRAWER CABINET

FINISH BACK

2x4 WOOD STUDS @ 16" O.C.

PLASTIC LAM.

1/2" PLYWOOD

8"

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

4' -4

/2

8' -8

1'

-0

5' -7

/2

3' -0

1 A.S.

30BC

24" DEEP

F.E.

24DC

24" DEEP

3' -0

32 OPEN

18" DEEP

20DC

18" DEEP

OPEN SHELF

32 OPEN

18" DEEP

20DC

18" DEEP

OPEN SHELF

1' -0

1 A.S.

30BC

24" DEEP

F.E.

24 OPEN

24" DEEP

S.S. W/ B.S.

3' -0

7' -1

0"

4' -1

0"

1 A.S.

30BC

24" DEEP

F.E.

24 OPEN

24" DEEP

1 A.S.

24BC

24" DEEP

18DC

24" DEEP

FILLER

6" 2'

-6

8' -8

1' -1

0"

3' -0

7' -1

0"

4' -1

0"

1' -1

0"

3' -0

TELLERSB

TELLERSE TELLERSF

1" THICK

SOUND

BOARD

1" THICK

SOUND

BOARD

1" THICK

SOUND

BOARD

1" THICK

SOUND

BOARD

1" THICK

SOUND

BOARD

1" THICK

SOUND

BOARD

S.S. W/ B.S.

1" THICK

SOUND

BOARD

1" THICK

SOUND

BOARD

1" THICK

SOUND

BOARD

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

1" THICK

SOUND

BOARD

1" THICK

SOUND

BOARD

1" THICK

SOUND

BOARD

1" THICK

SOUND

BOARD

DOOR

1" THICK

SOUND

BOARD

1" THICK

SOUND

BOARD

1" THICK

SOUND

BOARD

1" THICK

SOUND

BOARD

1" THICK

SOUND

BOARD

1" THICK

SOUND

BOARD

1" THICK

SOUND

BOARD

SECURITY

WINDOW

VOICE PORT

SECURITY

WINDOW

VOICE PORT

SECURITY

WINDOW

VOICE PORT

SECURITY

WINDOW

VOICE PORT

S.S. W/ B.S. 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.

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

S.S.

S.

S.

S.

S.

S.

S.

S.

S.

PAINTED

GYPSUM

BOARD

PAINTED

GYPSUM

BOARD

PAINTED

GYPSUM

BOARD

PAINTED

GYPSUM

BOARD

6"

SOLID SURFACE

PANEL

W/ 1" EXTENDER

STAINLESS STEEL

BOLT W/ WASHER

RUBBER BASE

BLACK

P. LAM.

BLACK

P. LAM.

BLACK

P. LAM.

BLACK

P. LAM.

RUBBER

BASE

RUBBER

BASE

RUBBER

BASE

1/8" STEEL PLATE

2x4 WOOD STUDS @ 16" O.C.

5/8" GYPSUM BOARD

1/2" PLYWOOD

1" THICK

SOUND

BOARD

1" THICK

SOUND

BOARD

6' -2

Two (2) 3"

GOURMET HOLES

LOCATED IN CORNER

Two (2) 3"

GOURMET HOLES

LOCATED IN CORNER

Two (2) 3" HOLES

LOCATED IN SIDE

OF CABENIT

Two (2) 3" HOLES

LOCATED IN SIDE

OF CABENIT