00 Little CD.pdf
PDF 2 MB Posted
- 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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Other files
| File | Type | Posted |
|---|---|---|
| GSWSA LOBBY RENOVATION SPECS 080425.pdf | ||
| 00 Marion CD.pdf |
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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 .