VCTCO_Architectural.pdf

DRAWING NUMBER

SEALS

RACHITECTS

TITLE

DATE

LOCATION

OWNER

PROJECT

Landmark Center II 225 E. Robinson Street, Suite 200

Orlando, Florida 32801 Office 321.296.8100 www.silling.com

5/16/2025 11:40:20 AMAutodesk Docs://VOLUSIA-TC Office Deland/VCTCO.rvt

COVER

G0.001

Volusia County Tax Collector

Thomas C Kelley Administration Center 123 W. Indiana Avenue Deland, Florida 32720

Volusia County Tax Collector

Thomas C Kelley Administration Center

123 W. Indiana Avenue Deland, Florida 32720

Volusia County Tax Collector

05.15.2025

Bid Set 05.15.2025

Deland Office Renovation

PC 3583

REVISIONS

A

AB ANCHORBOLT

ABV ABOVE

A/C AIRCONDITIONED

ACT ACOUSTICALTILE

ACU AIRCONDITIONINGUNIT

AD ACCESS DOOR, AREA DRAIN

ADDN ADDITION

ADJ ADJACENT

ADJUST ADJUSTABLE

AFF ABOVEFINISHFLOOR

ALT ALTERNATE

ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

AP ACCESSPANEL

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

ASPH ASPHALT(IC)

AUTO AUTOMATIC

AVG AVERAGE

BD BOARD

BDRM BEDROOM

BH BULKHEAD

BITUM BITUMINOUS

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BOT BOTTOM

BRG BEARING

BRK BRICK

BRKT BRACKET

BSMT BASEMENT

BTB BACKTOBACK

BTWN BETWEEN

BUR BUILT UP ROOFING

CAB CABINET

CB CATCHBASIN

C/C CENTER TO CENTER

CEM CEMENT

CER CERAMIC

CF CUBICFEET

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CI CAST IRON

CIPC CAST IN PLACE CONCRETE

CIR CIRCLE

CJ CONTROL JOINT

CKBD CHALKBOARD

CL CENTER LINE

CLG CEILING

CLGL CLEAR GLASS

CLO CLOSET

CLR CLEAR

CLR CLASS ROOM

CMP CORRUGATED METALPIPE

CMU CONCRETE MASONRY UNIT (BLOCK)

COL COLUMN

COMB COMBINATION

CONC CONCRETE

COND CONDITION

CONF CONFERENCE

CONN CONNECT(ION)

CONST CONSTRUCTION

CONT CONTINUOUS

COORD COORDINATE

CORR COORDINATOR

COUN COUNTER

CPT CARPET/CARPETING

CRS COURSE

CT CERAMICTILE

CY CUBICYARD

DA DOUBLE ACTING

DBL DOUBLE

DEMO DEMOLISH/ DEMOLITION

DEP DEPRESS(ED)

DEPT DEPARTMENT

DE DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DIAG DIAGONAL

DIAM DIAMETER

DIM DIMENSION

DISP DISPENSER

DL DEADLOAD

DN DOWN

DR DOOR, DRAIN

DS DOWNSPOUT

DT DRAINTILE

DW DRYWALL

DWG(S) DRAWING(S)

DWR DRAWER

E EAST

EA EACH

EB EXPANSIONBOLT

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

ELEC ELECTRIC(AL)

ELEV,E ELEVATION

ELEV ELEVATOR

EMERG EMERGENCY

ENCL ENCLOSE(URE)

ENG ENGINEER(ING)

ENTR ENTRANCE

EP ELECTRICAL PANEL

EPDM ETHYLENE PROPYLENE DIENE MONOMER

G GAUGE

GALV GALVANIZED

GB GRABBAR

GC GENERAL CONTRACTOR

GEN'L GENERAL

GI GALVANIZED IRON

GL GLASS

GR GRADE GRID

GWB GYPSUM WALLBOARD

GYP GYPSUM

HB HOSE BIBB

HC, H'CAP HANDICAPPED

HD HEAVYDUTY

HDW HARDWARE

HM HOLLOW METAL

HOL HOLLOW

HORIZ HORIZON(TAL)

HP HIGHPOINT

HR HANDRAIL

HR HOUR

HT, HGT HEIGHT

HVAC HEATING VENTILATION,

AIR CONDITIONING

ID INSIDE DIAMETER

INCAND INCANDESCENT

INCL INCLUDE(ING)

INSUL INSULATION

INT INTERIOR

INV INVERT

IPS INSIDE PIPE SIZE

JAN JANITOR

JB JUNCTION BOX

JST JOIST

JT JOINT

KIT KITCHEN

KO KNOCKOUT

L LENGTH

LAB LABORATORY

LAM LAMINATE(D)

LAV LAVATORY

LBR LUMBER

LF LINEAR FEET

LKR LOCKER

LL LIVELOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LP LOW POINT

LT LIGHT

LTL LINTEL

LW LIGHTWEIGHT

M MALE

MACH MACHINE

MAINT MAINTAIN

MAN MANUAL

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MET METAL

MEZZ MEZZANINE

MFGR MANUFACTURER

MH MANHOLE

MIN MINIMUM MINUTE

MISC. MISCELLANEOUS

MLDG MOULDING

MO MASONRY OPENING

MOD MODIFIED

MTD MOUNTED

MTG MOUNTING

MULL MULLION

N NORTH

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOTTOSCALE

OA OVERALL

OBS OBSURE

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFICE

OH OVERHEAD

OPER OPERATION OPERABLE

OPNG OPENING

OPP OPPISITE

PART'N(S) PARTITION(S)

PASS PASSAGE

PCC PRECAST CONRETE

PCF POUNDS PER CUBIC FOOT

PGBD PEG BOARD

PL PLATE PROPERTY LINE

PLACEM'T PLACEMENT

PLAM PLASTIC LAMINATE

PLAS, PL PLASTER

PLASTFM PLATFORM

PLBG PLUMBING

PLWD PLYWOOD

PNL PANEL

PORT PORTABLE

PPG POLISHED PLATE GLASS

PR PAIR

PREFAB PREFABRICATED

PT PAINT

PVC POLYVINYL CHLORIDE

PVG PAVING

QT QUARRY TILE

QUAL QUALITY

R RISER

(R) RELOCATED ITEM

R/A RETURN AIR

RAD RADIUS

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

RECIEV RECEIVING

RECEP RECEPTACLE

RECOM'D RECOMMENDED

REF REFERENCE

REFR REFRIGERATOR

REINF REINFORCING, REINFORCED

REQ'D REQUIRED

REV REVISION (ED)

RFG ROOFING

RL RAIN LEADER

RM ROOM

RO ROUGH OPENING

R/O/W RIGHT OF WAY

RWC RAIN WATER CONDUCTOR

S SOUTH

SAN SANITARY

SC SOLIDCORE

SCHED SCHEDULE

SD STORMDRAIN

SECT SECTION

SECY SECRETARY

SERV SERVICE

SF SQUAREFOOT

SHLV SHELVING

SHWR SHOWER

SHT SHEET

SIM SIMILAR

SM SMOOTH

SPEC'L SPECIAL

SPEC(S) SPECIFICATIONS

SQ SQUARE

SST,S/S STAINLESSSTEEL

STA STATION

STD STANDARD

STL STEEL

STO STORAGE

STRUCT STRUCTURAL

SUP SUPPORT

SUSP SUSPEND(ED)

SWGR SWITCHGEAR

SYMI SYMMETRICAL

SYST SYSTEM

T&B TOP & BOTTOM

T/C TOP OF CURB

TECH TECHNICAL

TEL TELEPHONE

TEMP TEMPERED

T&G TONGUE & GROOVE

THK THICK(NESS)

THRES THRESHOLD

TKBD TACKBOARD

TOIL,TLT.T TOILET

TOPO TOPOGRAPHY

TR TREAD

TREAT TREATMENT

T/SL TOP OF SLAB

T/STL TOP OF STEEL

TV TELEVISION

T/W TOP OF WALL

TYP TYPICAL

U UP

UC UNDER COUNTER

UL UNDERWRITERS LABORATORIES

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UR URINAL

U/S UNDERSIDE

UTIL UTILITY

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VENTIL VENTILATION

VERT VERTICAL

VEST VESTIBULE

VIN VINYL

VOL VOLUME

VWC VINYL WALL COVERING

W WEST

W/ WITH

WC WATER CLOSET

W/C WHEEL CHAIR

WCAM WEB CAMERA

WD WOOD

WD WINDOW DIMENSION

WG WIRE GLASS

WI WROUGHT IRON

WIND WINDOW

WM WIRE MESH

WNSCT WAINSCOT

W/O WITHOUT

WP WORKING POINT

WT WEIGHT

WWF WELDED WIRE FABRIC

YD YARD

1. THESE DOCUMENTS HAVE BEEN PREPARED TO THE BEST OF OUR ABILITY TO BE IN COMPLIANCE AND CONFORMANCE WITH THE FEDERAL ACCESSIBILITY LAW CONTAINED WITHIN THE AMERICANS WITH DISABILITIES ACT GUIDELINES (ADAAG) FOR DESIGN.

2. THE DESIGN AND DRAWINGS OF THIS PROJECT HAVE BEEN SPECIFICALLY PREPARED FOR THE USE AND CONSTRUCTION AT THE LOCATION SHOWN. REPRODUCTION FOR USE IN ANY OTHER SITE OR MANNER EXCEEDS THE INTENDED PURPOSE OF THESE

DRAWINGS AND ACCOMPANYING SPECIFICATIONS AND IS PROHIBITED.

SITE SURVEY DISCLAIMER:

ANY SURVEY IF PROVIDED HEREIN WAS PERFORMED BY A PROPERLY REGISTERED/LICENSED SURVEYOR, AND IS INCLUDED AS PART OF THESE DOCUMENTS FOR GENERAL INFORMATION TO CONCERNED AND INVOLVED PARTIES. THE ARCHITECT DOES NOT ACCEPT RESPONSIBILITY OR LIABILITIES FOR ERRORS, OMISSIONS, AND OVERSIGHTS CONTAINED WITHIN SUCH SURVEY.

3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES BELOW GRADE AND RELATED SERVICE CONNECTION WITH

THE RESPECTIVE UTILITY COMPANIES.

4. CONTRACTOR SHALL COORDINATE THE REMOVAL, ABANDONMENT, OR RELOCATION OF EXISTING UTILITIES SHOWN ON

CONSULTANTS WORK WITH THE RESPECTIVE UTILITY COMPANIES.

5. CONTRACTOR SHALL PERFORM ALL WORK WITHIN PUBLIC RIGHTS OF WAY ACCORDING TO THE PLANS AND SPECIFICATIONS AND REQUIREMENTS BY THE CITY OR GOVERNING AUTHORITY, AND SHALL OBTAIN PERMITS FROM THE APPROPRIATE AGENCIES.

6. WHEN IT IS NECESSARY TO INTERRUPT ANY EXISTING UTILITY SERVICE TO MAKE CORRECTIONS AND/OR A CONNECTION, A MINIMUM OF 48 HOURS ADVANCED NOTICE SHALL BE GIVEN TO THE OWNER. INTERRUPTIONS IN UTILITY SERVICES SHALL BE OF THE SHORTEST POSSIBLE DURATION FOR THE WORK REQUIRED AND SHALL BE APPROVED IN ADVANCED BY THE OWNER AND UTILITY

COMPANY.

DAMAGES REQUIREMENT:

IN THE EVENT A UTILITY IS INTERRUPTED WITHOUT THE REQUIRED 48 HOURS NOTICE, THEN THE CONTRACTOR SHALL BE FINANCIALLY LIABLE FOR ALL DAMAGES SUFFERED BY THE OWNER DUE TO THE UNAUTHORIZED INTERRUPTION. RECONNECTION SHALL BE MADE

IMMEDIATELY.

7. CONSTRUCTION ACCESS PARKING, OFFICES AND EXTENT/SIZE OF STAGING AREA(S) SHALL BE COORDINATED WITH THE OWNER'S

SITE PERSONNEL.

8. CONTRACTOR SHALL VERIFY ALL COLUMN COORDINATES AND CHECK THEM AGAINST THE DIMENSIONS SHOWN ON THE PLANS AND DETAILS. NOTIFY ARCHITECT OF ANY DISCREPANCIES DISCOVERED DURING STAKING THE BUILDING LAYOUT.

9. THE CONTRACTOR SHALL PROVIDE A WEATHER-RESISTANT JOB-SITE POSTING BOARD TO RECEIVE DUPLICATE TREATMENT CERTIFICATES AS EACH REQUIRED PROTECTIVE TREATMENT IS COMPLETED, PROVIDING A COPY FOR THE PERSON THE PERMIT IS ISSUED TO AND ANOTHER COPY FOR THE BUILDING PERMIT FILES. THE TREATMENT CERTIFICATE SHALL PROVIDE THE PRODUCT USED, IDENTITY OF THE APPLICATOR, TIME AND DATE OF THE TREATMENT, SITE LOCATION, AREA TREATED, CHEMICAL USED, PERCENT CONCENTRATION AND NUMBER OF GALLONS USED, TO ESTABLISH A VERIFIABLE RECORD OF PROTECTIVE TREATMENT. IF THE SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL

BUILDING APPROVAL.

10. THE GENERAL CONTRACTOR SHALL SUBMIT STEEL FRAMING ENGINEERING SHOP DRAWINGS FOR APPROVAL . SUBMITTAL SHALL BE SIGNED AND SEALED BY A LICENSED PROFESSIONAL STRUCTURAL ENGINEER IN THE STATE OF FLORIDA.

11. THE CONTRACTOR SHALL SUBMIT DATA SHEETS VERIFYING THAT ALL FOAM PLASTIC INSULATION, EXTERIOR COATINGS, AND FACING HAVE A FLAME SPREAD INDEX OF 25 OR LESS AND A SMOKE-DEVELOPED INDEX OF 450 OR LESS AS DETERMINED IN

ACCORDANCE WITH ASTM E 84.

12. REFER TO THE PROJECT MANUAL (SPECIFICATIONS) FOR DETAILED MATERIAL DESCRIPTIONS AND WORKMANSHIP STANDARDS.

13. CONTRACTOR SHALL VERIFY AND COORDINATE ALL NEW AND EXISTING CONDITIONS AND DIMENSIONS AT THE JOB SITE FOR COMPARISON WITH THE DRAWINGS AND SPECIFICATIONS PRIOR TO BIDDING, START OF, AND DURING CONSTRUCTION. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES, INCONSISTENCIES OR OMISSIONS FOUND DURING BIDDING, OR UPON DISCOVERY FOR

CLARIFICATION BEFORE COMMENCEMENT OR RESUMPTION OF WORK.

14. THE SPECIFICATIONS AND ALL CONSULTANT DRAWINGS SHALL BE CONSIDERED COMPLIMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE CONSULTANT PROVIDED INFORMATION WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF ANY CONSULTANTS' WORK, AND TO BRING ANY DISCREPANCIES OR CONFLICTS TO THE ATTENTION OF THE ARCHITECT IN WRITING FOR CLARIFICATION BEFORE COMMENCEMENT OR RESUMPTION OF

WORK.

15. PIPE SLEEVES, FRAMED OPENINGS AND ANY MISCELLANEOUS OPENINGS NOT SHOWN ON THE ARCHITECTURAL DRAWINGS, WHICH ARE REQUIRED BY THE CONSULTANT WORK SHALL BE SIZED AND INSTALLED AS DETAILED ON THE APPLICABLE STRUCTURAL, MECHANICAL, FIRE PROTECTION AND ELECTRICAL DRAWINGS. CONTRACTOR SHALL COORDINATE THE FINAL PLACEMENT LOCATIONS

OF SUCH OPENINGS WITH THE ARCHITECT PRIOR TO THEIR INSTALLATION.

16. CONTRACTOR SHALL RELY ON WRITTEN DIMENSIONS AS GIVEN AND SHALL FIELD VERIFY ALL DIMENSIONS PROVIDED IN THE COMPLETE DRAWING SET AND COORDINATE WITH ALL THE WORK BY ALL TRADES. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING FOR CLARIFICATIONS OF CONFLICTS DISCOVERED WITHIN THE ARCHITECTURAL DRAWINGS OR BETWEEN THE ARCHITECTURAL DRAWINGS AND ANY OTHER CONSULTANT'S DRAWINGS BEFORE COMMENCEMENT OR RESUMPTION OF WORK.

17. THE STOREFRONT SYSTEM AS INDICATED IN THIS DRAWING SET PROVIDES THE GENERAL DESIGN INTENT OF THE STOREFRONT SYSTEM. IT'S DEFINITION AS A "SYSTEM" WITHIN THE CONTEXT OF THIS DRAWING SET SHALL INCLUDE ALL PARTS AND ASSEMBLIES TO FULLY INSTALL THE SYSTEM INCLUDING, BUT NOT LIMITED TO, CONNECTIONS, BRACING AND INTERMEDIATE OR SECONDARY SUPPORT STEEL OR STRUCTURE NECESSARY. THE SYSTEM SHALL BE ENGINEERED AND PROVIDED IN ITS ENTIRETY BY THE STOREFRONT MANUFACTURER. CALCULATIONS AND SHOP DRAWINGS BEARING THE SEAL OF A FLORIDA PROFESSIONAL ENGINEER MEETING ALL

STATE AND LOCAL CODE REQUIREMENTS SHALL BE PROVIDED BY THE MANUFACTURER.

18. ATTACHMENTS FOR ALL EXTERIOR MATERIALS AND MATERIAL ASSEMBLIES SHALL BE MADE WITH STAINLESS STEEL FASTENERS AND SHALL BE APPROPRIATELY SIZED AND DESIGNED TO MEET REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR THE WIND AREAS SPECIFIED (MELBOURNE, FLORIDA BASIC WIND SPEED 150 MPH-REFER TO STRUCTURAL DRAWINGS FOR CLADDING AND COMPONENTS

DESIGN WIND PRESSURES).

19. WHERE STUDS ARE INSTALLED DIRECTLY AGAINST AN EXTERIOR MASONRY WALL OR DISSIMILAR METALS AT EXTERIOR WALLS, INSTALL ISOLATION STRIPS BETWEEN STUDS AND THE EXTERIOR WALL.

20. ALL FLOOR PENETRATIONS SHALL BE LOCATED WITHIN THE CAVITY OF A WALL TO MEET THE EXCEPTION FOR NO T-RATING. ALL PIPES AND CHUTES SHALL BE ADJUSTED AS NECESSARY TO MEET THIS REQUIREMENT OF MAINTAINING THE FLOOR PENETRATION

WITHIN THE WALL OR CHASE CAVITY SPACE.

21. REFER TO STRUCTURAL DRAWINGS FOR ALL REINFORCEMENT.

22. THE CONTRACTOR SHALL COORDINATE THE PRECISE SIZES AND LOCATIONS OF ANY EQUIPMENT PADS REQUIRED BASED ON THE

ACTUAL EQUIPMENT PROVIDED.

23. ROUGH OPENING (RO) AND MASONRY OPENING (M0) DIMENSIONS ARE NOMINAL AND / OR MODULAR. DIMENSIONS MAY VARY

DEPENDING ON THE TYPE OF BUILDING ELEMENT AND THE DETAILS PROVIDED.

A1

A1A1

A1

A9.101

A1 A2.201

A1 A4.002

A1 A4.001

A

DETAIL

SECTION

DETAIL - ENLARGED PLAN

INTERIOR ELEVATION

EXTERIOR ELEVATION

DOOR TAG

WINDOW / LOUVER TAG

CEILING TAG

ROOM NUMBER

WALL TYPE

NOTE TAG

NORTH ARROW

DETAIL NUMBER

SHEET NUMBER WHERE

DETAIL IS DRAWN

WALL/ BUILDING SECTION NUMBER

SHEET NUMBER WHERE

DETAIL IS DRAWN

DETAIL NUMBER

SHEET NUMBER WHERE

DETAIL IS DRAWN

AREA TO BE

DETAILED OR

ENLARGED

A 8' - 0"

NUMBER

NUMBER

FOR

LOUVER

LETTER FOR

WINDOW

CEILING TYPE

CEILING HEIGHT

ROOM NAME

S.1.2.0/Z

A3.001

A1

ELEVATION NUMBER AND KEY

SHEET NUMBER WHERE DETAIL IS DRAWN

ELEVATION NUMBER

SHEET NUMBER WHERE DETAIL IS DRAWN

REVISION

1. DIMENSIONS ARE INDICATED ON THE DRAWINGS; DO NOT SCALE DRAWINGS

FOR DIMENSIONS.

2. DIMENSIONS SHOWN ARE TO FACE OF STUDS, MASONRY, OR CONCRETE,

AND ARE INDICATED WITH A 45° SLASH MARK, UNLESS NOTED OTHERWISE AS

BEING EITHER A "CLEAR", CENTERLINE, OR FINISH DIMENSION.

3. CLEAR DIMENSIONS OR DIMENSIONS TO FINISH SURFACES ARE SHOWN

USING ARROW HEADS. CLEAR DIMENSIONS BETWEEN TWO FINISHED

SURFACES ARE ALSO MARKED BY THE WORDS “CLEAR OR "HOLD" BENEATH THE

DIMENSION STRING LINE. WHERE "CLEAR" IS INDICATED; CONTRACTOR SHALL

ADD FOR THICKNESS OF FINISHED GIVEN IN WALL TYPES TO LOCATE THE STUD

OR FACE OF MASONRY.

4. DIMENSIONS TO CENTERLINES OF WALLS OR PARTITIONS ARE DRAWN

USING DOTS, AS SHOWN.

5. WALLS OR PARTITIONS THAT ARE SHOWN ON CENTERLINES OF GRIDS,

COLUMNS, OR MULLIONS ARE NOT DIMENSIONED AND ARE DRAWN AS

SHOWN.

6. WALLS OR PARTITIONS THAT ARE SHOWN WITH ONE FACE ALIGNED WITH A

GRID OR COLUMN CENTERLINE ARE NOT DIMENSIONED AND ARE DRAWN TO

INDICATE THE FINISH FACE OF THE WALL.

7. WALLS OR PARTITIONS THAT ARE SHOWN WITH ONE FACE ALIGNED WITH

ANOTHER WALL OR COLUMN PARALLEL AND IN THE SAME PLAIN ARE NOT

DIMENSIONED AND ARE LOCATED WITH AN ALIGNMENT TAG AS SHOWN.

8. ELEMENTS POSITIONED CENTERED WITHIN A SPACE ARE LOCATED BY THE

TERM "EQUAL" AS SHOWN.

DIM - X MUST BE SHOWN.

9. LOCATING DOORS:

A. TYPICAL: DOOR JAMBS IN STUD WALLS LOCATED ADJACENT AND

PERPENDICAULAR TO WALLS ARE NOT DIMENSIONED, AND SHALL OCCUR 6"

FROM WALL TO FRONT OF JAMB UNLESS SHOWN OTHERWISE BY A DETAIL

REFERENCE.

B. OTHERWISE BY DIMENSION TO BACK OF JAMB. OR CENTER LINE OF

DOOR.

C. TYPICAL: DOOR JAMBS IN MASONRY WALLS LOCATED ADJACENT AND

PERPENDICULAR TO OTHER MASONRY WALLS ARE NOT DIMENSIONED, AND

SHALL OCCUR 8" FROM WALL UNLESS SHOWN OTHERWISE BY A DETAIL

REFERENCE.

10. LOCATING OPENINGS:

A. ROUGH OPENING.

B. MASONRY OPENING.

X

X

X

EQ. X EQ.

TYP.

6"

TYP.

8"

MO

X

RO

X X

MO

X 3'-2 7/16"

X

DRAWING NUMBER

SEALS

RACHITECTS

TITLE

DATE

LOCATION

OWNER

PROJECT

Landmark II 225 E. Robinson Street, Suite 200

Orlando, Florida 32801 Office 321.296.8100 www.silling.com

5/16/2025 11:40:21 AMAutodesk Docs://VOLUSIA-TC Office Deland/VCTCO.rvt

DRAWING INDEX &

ABBREVIATIONS

G0.002

Volusia County Tax Collector

Thomas C Kelley Administration Center 123 W. Indiana Avenue Deland, Florida 32720

Volusia County Tax Collector

05.15.2025

DRAWING INDEX

00 GENERAL INFORMATION

SHEET # SHEET NAME

PROJECT ISSUE

DATE

CURRENT

REVISION

CURRENT

REVISION DATE

G0.001 COVER 05.15.2025

G0.002 DRAWING INDEX & ABBREVIATIONS 05.15.2025

G1.101 LIFE SAFETY AND CODE INFORMATION 05.15.2025

G1.301 U.L. DESIGN INFORMATION AND DETAILS 05.15.2025

04 ARCHITECTURAL

SHEET

# SHEET NAME

PROJECT ISSUE

DATE

CURRENT

REVISION

CURRENT

REVISION DATE

A1.101 FIRST LEVEL PLAN 05.15.2025

A2.101 ENLARGED PLANS 05.15.2025

A3.100 ROOM FINISH SCHEDULE, LEGENDS, AND SIGNAGE 05.15.2025

A3.101 FIRST LEVEL INTERIOR FINISHES PLAN 05.15.2025

A3.201 INTERIOR ELEVATIONS 05.15.2025

A3.202 INTERIOR ELEVATIONS 05.15.2025

A3.401 FLOORING TRANSITION DETAILS 05.15.2025

A3.501 FURNISHINGS AND EQUIPMENT PLAN 05.15.2025

A4.101 FIRST LEVEL REFLECTED CEILING PLAN 05.15.2025

A5.101 CASEWORK PLANS AND DETAILS 05.15.2025

A5.102 CASEWORK PLANS AND DETAILS 05.15.2025

A5.103 CASEWORK PLANS AND DETAILS 05.15.2025

A5.104 CASEWORK PLANS AND DETAILS 05.15.2025

A5.105 CASEWORK PLANS AND DETAILS 05.15.2025

A5.106 CASEWORK DETAILS 05.15.2025

A6.101 DOOR, WINDOW, AND WALL DETAILS 05.15.2025

A6.102 Partition Types and Miscellaneous Details 05.15.2025

05 PLUMBING

SHEET # SHEET NAME PROJECT ISSUE

DATE

CURRENT

REVISION

CURRENT

REVISION DATE

P0.001 PLUMBING LEGEND, NOTES, SCHEDULES, ABBREVIATIONS & DETAILS 05.15.2025

P1.101 FIRST LEVEL PLAN PLUMBING 05.15.2025

07 ELECTRICAL

SHEET # SHEET NAME PROJECT ISSUE

DATE

CURRENT

REVISION

CURRENT

REVISION DATE

E0.001 ELECTRICAL LEGEND, NOTES & ABBREVIATIONS 05.15.2025

E1.100 FIRST LEVEL DEMOLITION PLAN ELECTRICAL 05.15.2025

E1.101 FIRST LEVEL PLAN POWER 05.15.2025

E1.102 FIRST LEVEL PLAN LIGHTING 05.15.2025

E6.000 ELECTRICAL RISERS AND PANEL SCHEDULES 05.15.2025

E8.000 ELECTRICAL DETAILS 05.15.2025

08 FIRE PROTECTION

SHEET # SHEET NAME PROJECT ISSUE

DATE

CURRENT

REVISION

CURRENT

REVISION DATE

F0.001 FIRE PROTECTION LEGEND, NOTES & ABBREVIATIONS 05.15.2025

F1.101 FIRST LEVEL PLAN FIRE PROTECTION 05.15.2025

06 MECHANICAL

SHEET # SHEET NAME PROJECT ISSUE

DATE

CURRENT

REVISION

CURRENT

REVISION DATE

M0.001 MECHANICAL LEGEND, NOTES & ABBREVIATIONS 05.15.2025

M1.100 FIRST LEVEL DEMOLITION PLAN MECHANICAL 05.15.2025

M1.101 FIRST LEVEL PLAN AND SCHEDULES MECHANICAL 05.15.2025

M8.000 MECHANICAL DETAILS 05.15.2025

09 TELECOMMUNICATIONS

SHEET # SHEET NAME PROJECT ISSUE

DATE

CURRENT

REVISION

CURRENT

REVISION DATE

T1.101 TELECOMMUNICATIONS PLANS 05.15.2025

T2.101 TELECOMMUNICATIONS RACK ELEVATIONS 05.15.2025

GENERAL NOTES

SYMBOL LEGEND

DIMENSIONING CONVENTIONS

PROJECT SITE

LOCATION MAP

UP

F.E.

VOLUSIA COUNTY FLORIDAOWNER:

VOLUSIA COUNTY FLORIDAAHJ:

123 W. INDIANA AVENUE | DELAND FLORIDA 32720 LOCATION:

VOLUSIA COUNTY TAX COLLECTOR - DELAND OFFICE RENOVATIONPROJECT NAME:

PROJECT INFORMATIONI.

APPLICABLE CODES

2023 FLORIDA BUILDING CODE - ACCESSIBILITY (FBC-A) ACCESSIBILITY:

ALL CODES INCLUDE THEIR LATEST REVISIONS

ARCHITECT:

MEP/FP ENGINEER:

P: (407) 389-6007

SILLING ARCHITECTS | 605 E. ROBINSON STREET, SUITE 630 | ORLANDO, FL 32801

123 W. INDIANA AVENUE | DELAND FLORIDA P: (386-736-2700)

FLORIDA FIRE PREVENTION CODE 8TH ED. & NFPA 101 (FFPC)FIRE:

2023 FLORIDA BUILDING CODE - FUEL GAS (FBC-FG)FUEL GAS:

2017 NATIONAL ELECTRICAL CODE (NEC)ELECTRICAL:

2023 FLORIDA BUILDING CODE - PLUMBING (FBC-P)PLUMBING:

2023 FLORIDA BUILDING CODE - MECHANICAL (FBC-M)MECHANICAL:

2023 FLORIDA BUILDING CODE - EXISTING BUILDING - EXISTING BUILDING (FBC-EB)BUILDING:

2023 FLORIDA BUILDING CODE - ENERGY CONSERVATION (FBC-EC)ENERGY CONSERV.:

NFPA 75 - IT EQUIPMENT (2020 EDITION)

AS APPLICABLELOCAL ORDINANCES

2023 FLORIDA BUILDING CODE - BUILDING (FBC-B)BUILDING:

NON-SEPARATEDMIXED OCCUPANCY:B.

SECONDARY

GROUP B - BUSINESSPRIMARY

Section 302.1CLASSIFICATIONA.

CHAPTER 3USE AND OCCUPANCYIII.

310.3

GROUP A-3 (CUSTOMER SERVICE SPACE) 303.3

508.2

FBC-B 508.3

FBC-EB CHAPTER 6CLASSIFICATION AND SCOPE OF WORKII.

DESCRIPTIONA. THE PROJECT INCLUDES INTERIOR ALTERATIONS AND RENOVATIONS TO A PORTION

OF THE EXISTING COUNTY ADMINISTRATION BUILDING. WORK ENCOMPASSES

DEMOLITION OF EXISTING WALLS, CEILINGS, LIGHTING, FINISHES, AND REPLACEMENT

OR RECONSTRUCTION OF ITEMS. WORK ALSO INCLUDES MODIFICATION TO HVAC,

ELECTRICAL, AND FIRE PROTECTION SYSTEMS.

ALTERATION LEVELB. LEVEL 2 - addition or elimination of any door or window, the reconfiguration or extension of any system, or the installation of any additional equipment; and shall apply where the work area is equal to or less than 50 percent of the building area.

150 GROSSBUSINESS AREAS (B)

TABLE 1004.5OCCUPANT LOAD FACTORSIV.

20'DEAD END CORRIDORC.

250'EXIT ACCESS TRAVEL DISTANCEB. Section 1017

75'COMMON PATH OF TRAVEL:A. FBC-B 1006 / FFPC 12.2.5.1.2

MEANS OF EGRESSV.

MAX ALLOWED

15 NETASSEMBLY (A-3) UNCONCENTRATED

300' Section 1020.4

ASSEMBLY (A-3) CONCENTRATED 7 NET

100' A-3

B FBC-B 1006 / FFPC 38.2.5.3.1

A-3 B

A-3 B 50'

GROUP

220 OCCUPANTSOCCUPANT LOAD:C.

A A

B B

G G

H H

J J

C C

D D

E E

F F

OLF =

EXITS =

A =

ASSEMBLY -

UNCONCENTRATED

532.71 SF

OCCUPANT TYPE LEGEND

ASSEMBLY - CONCENTRATED

ASSEMBLY -

UNCONCENTRATED

BUSINESS

OLF =

EXITS =

A =

BUSINESS

6766.80 SF

OLF =

EXITS =

A =

ASSEMBLY -

CONCENTRATED

963.59 SF

CPT

30' - 6"

PATH OF EGRESS

83' - 1"

PATH OF EGRESS

83' - 3"

CPT

52' - 9"

CPT

12' - 8"

PATH OF EGRESS

77' - 0"

PATH OF EGRESS

47' - 1"

PATH OF EGRESS

94' - 1"

IN THE AREA DELINEATED, GC SHALL MAINTAIN EGRESS

FROM UPPER FLOORS AND EXITS LEADING TO THE EXTERIOR OF

THE BUILDING AND PUBLIC WAY THROUGHOUT DURATION OF CONSTRUCTION

FEC

FEC

EXISTING PARKING SPACE

EXISTING SERVICE DRIVE

EXISTING BUS STOPEXISTING PARKING SPACES

EXISTING WALKWAY

AND STEPS SERVING

EXIT TO BE MAINTAINED

RICH AVENUE

W INDIANA AVENUE

N . F

LO

R

ID

A

AV

EN

U

E TAX COLLECTOR OFFICE

FIRST FLOOR

PL

AZ

A W

AL

KW

AY

C

O

VE

R

ED

W

AL

KW

AY

LIFE SAFETY LEGEND

EXIT WIDTH (INCHES)

FOR DOOR

FIRE EXTINGUISHER ON HOOK

SEMI-RECESSED FIRE

EXTINGUISHER CABINET

CAPACITY OF EXIT

FEC

START POINT

END POINT

COMMON PATH OF TRAVEL (LF)

PATH OF TRAVEL (LF)

TRAVEL DISTANCEXX LF

SPACE SERVED

AREA IN SQ FT

OCCUPANT LOAD FACTOR

SPACE

A = XX'

OLF = XX

EXITS = X NUMBER OF EXITS

EXIT SIGN - DOUBLE FACE - ARROW INDICATES

DIRECTION - CEILING MOUNTED

EXIT SIGN - SINGLE FACE - ARROW INDICATES

DIRECTION - CEILING MOUNTED

FLOOR

PLAN

NORTH

DRAWING NUMBER

SEALS

RACHITECTS

TITLE

DATE

LOCATION

OWNER

PROJECT

Landmark II 225 E. Robinson Street, Suite 200

Orlando, Florida 32801 Office 321.296.8100 www.silling.com

5/16/2025 11:40:22 AMAutodesk Docs://VOLUSIA-TC Office Deland/VCTCO.rvt

LIFE SAFETY AND CODE

INFORMATION

G1.101

Volusia County Tax Collector

Thomas C Kelley Administration Center 123 W. Indiana Avenue Deland, Florida 32720

Volusia County Tax Collector

05.15.2025

1/8" = 1'-0"G1.101

1 LIFE SAFETY PLAN

1" = 30'-0"G1.101

2 SITE PLAN DIAGRAM

WALL TO BE REMOVED

WALL TO BE REMOVED

DOOR TO BE REMOVED

WALL TO BE REMOVED

WALL TO BE REMOVED

REMOVE EXISTING NIGHT DEPOSITORY

PATCH REPAIR WALL CONSTRUCTION

TO MATCH ADJACENT. PROVIDE 16 X 16

STAINLESS STEEL COVER PLATE ON

EXTERIOR FACE TO COVER EXISTING

OPENING. BOLT TO WALL AND SEAL

REMOVE ALL FLOORING AND BASE MATERIALS

PATCH AND REPAIR ANY DAMAGED AREAS DUE TO REMOVAL

REMOVE EXISTING STOREFRONT

AND SLIDING DOOR SYSTEM

REMOVE ALL FLOORING AND BASE MATERIALS

PATCH AND REPAIR ANY DAMAGED AREAS DUE TO REMOVAL

EXISTING FINISHES IN SHADED

AREA TO REMAIN

EXISTING DOORS TO BE

REMOVED

HATCHED ARE DENOTES

EXISTING TILE FLOORING

AND BASE TO BE REMOVED

PATCH REPAIR AREAS DUE

TO REMOVAL

REMOVE PORTION OF

EXISTING FLOOR SLAB

TO EXTEND POWER

AND DATA CONDUIT TO

CUSTOMER SERVICE DESK

REPLACE W/ NEW SLAB

SEE DETAIL 3/A6.102

PATCH REPAIR ANY EXISTING

EXTERIOR WALLS TO MATCH

EXISTING CONDITION AS A RESULT

OF NEW WORK BEING INSTALLED

REMOVE EXISTING DOORS, FRAME,

AND TRANSOM GLAZING

REMOVE EXISTING CABINETS

AND COUNTERS

BOX INDICATES EXISTING UNDER CARPET

ELECTRICAL WIRING SYSTEM TO BE REMOVED

REFER TO ELECTRICAL DEMOLITION PLANS

BOXES INDICATE EXISTING UNDER CARPET

ELECTRICAL WIRING SYSTEM TO BE REMOVED

REFER TO ELECTRICAL DEMOLITION PLANS

BOXES INDICATE EXISTING UNDER CARPET

ELECTRICAL WIRING SYSTEM TO BE REMOVED

REFER TO ELECTRICAL DEMOLITION PLANS

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

O.

P.

Q.

R.

GENERAL DEMOLITION NOTES

REFER TO ENGINEERING DISCIPLINE DOCUMENTS FOR SCOPE

OF DEMOLITION FOR MECHANICAL, ELECTRICAL, PLUMBING

FIRE PROTECTION, SPECIAL SYSTEMS, ETC.

PATCH ALL DEMO PENETRATIONS IN ROOF & WALL

ASSEMBLIES WEATHERTIGHT.

PROVIDE PENETRATIONS IN ROOF & WALL ASSEMBLIES FOR

NEW WORK - PROTECT FROM WEATHER. SEE MEP DWGS.

TRENCH EXISTING SLAB & EARTH FOR REQ'D. ROUTING OF NEW

UNDERGROUND BUILDING SYSTEMS AND UTILITIES WHERE

REQUIRED

ALL DEMOUNTABLE AND SYSTEMS FURNITURE SYSTEMS SHALL

BE REMOVED BY THE OWNER PRIOR TO THE START OF ANY

WORK. COORDINATE REMOVAL SCHEDULE WITH OWNERS

REPRESENTATIVE.

REMOVE EXIST. FINISHED CLG. SYSTEMS COMPLETELY,

INCLUDING ANY FRAMING, HANGERS, HARDWARE, ETC. -

LEGALLY DISCARD (TYPICAL THROUGHOUT)

ALL SOLID WASTE, INCLUDING CONSTRUCTION AND

DEMOLITION DEBRIS SHALL BE DISPOSED LEGALLY

REMOVE ALL INTERIOR FINISHES (FLOORING, WALL COVERINGS,

BASE, ETC.) TO PROVIDE A "SHELL SPACE FOR NEW WORK-

LEGALLY DISCARD.

ALL CONDUITS AND WIRES REMOVED SHALL BE TAKEN BACK TO

SOURCE OF SUPPLY. SEE MEP SCOPE OF DEMOLITION WORK.

GENERAL CONTRACTOR (GC) SHALL COORDINATE ALL

RECYCLING AND ALL DISPOSAL OF ALL DEMOLISHED MATERIAL

AND EQUIPMENT PRIOR TO REMOVAL.

CONTRACTOR TO REVIEW HAZARDOUS MATERIALS REPORT

AND GEOTECHNICAL REPORT TO DISTINGUISH RELATED

RESPONSIBILITIES PRIOR TO DEMOLITION.

CONTRACTOR TO REVIEW EXISTING DRAWINGS & FIELD VERIFY

ALL EXISTING CONDTIONS PRIOR TO BEGINNING ANY WORK.

CONTRACTOR SHALL HAVE MEETING WITH ARCHITECT AND

OWNER PRIOR TO DEMOLITION TO REVIEW INTENT OF

DEMOLITION PLANS. GC TO COORDINATE WITH OWNER ANY

ITEMS THE OWNER WISHES TO KEEP OR DONATE .

CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING, PINNING,

BRACING, AND OTHER TEMPORARY SUPPORT NECESSARY FOR

THE PROPOSED ALTERATION TO THE EXISTING STRUCTURE.

COORDINATE WITH THE STRUCTURAL DWGS. IF, AT ANY TIME,

THE CONTRACTOR BECOMES AWARE OF AN ALTERATION THAT

WILL OR HAS CREATED AN UNSAFE OR UNANTICIPATED

STRUCTURAL CONDITION, NOTIFY THE ARCHITECT

IMMEDIATELY.

DEMOLITION ASSOCIATED WITH MECHANICAL, ELECTRICAL OR

PLUMBING WORK SHALL BE COORDINATED WITH THE GENERAL

TRADES PORTION OF THE WORK. REFER TO CIVIL, ELECTRICAL,

PLUMBING, HVAC AND FIRE PROTECTION DRAWINGS FOR

ADDITIONAL DEMOLITION THROUGHOUT BUILDING AND SITE.

COORDINATE EXTENT OF DEMOLITION REQUIRED TO ROUTE

NEW WORK. DEMOLITION OF WALL, FLOOR AND ROOF SLAB

PENETRATIONS OR OTHER SIMILAR DEMOLITION INCIDENTAL TO

COMPLETION OF THE WORK WILL BE THE RESPONSBILITY OF

THE CONTRACTOR TO DETERMINE BASED ON THE DESIGN

DRAWINGS. IT IS NOT THE INTENT OF THE DEMOLITION

DRAWINGS TO INDICATE EVERY NEW OPENING IN EXISTING

CONSTRUCTION TO ACCOMMODATE THE WORK.

ANY DEMOLITION THAT LEAVES THE REMAINING FACILITY

EXPOSED TO THE ELEMENTS MUST BE CAPPED/ENCLOSED

WEATHER TIGHT AND SECURE. SEE ASSOCIATED DETAILS IN

NEW WORK.

IN DEMOLITION NOTES, "AS REQ'D" SHALL INCLUDE

ADAPTATIONS TO EXISTING FINISHES DIRECTLY ADJACENT TO

NEW WORK THAT IS SIMILAR AND COMPATIBLE TO NEW

FINISHES - CONFIRM APPLICATIONS W/ ARCHITECT.

FLOOR

PLAN

NORTH

DRAWING NUMBER

SEALS

RACHITECTS

TITLE

DATE

LOCATION

OWNER

PROJECT

Landmark II 225 E. Robinson Street, Suite 200

Orlando, Florida 32801 Office 321.296.8100 www.silling.com

5/16/2025 11:40:33 AMAutodesk Docs://VOLUSIA-TC Office Deland/VCTCO.rvt

FIRST LEVEL DEMOLITION

FLOOR PLAN

AD.101

Volusia County Tax Collector

Thomas C Kelley Administration Center 123 W. Indiana Avenue Deland, Florida 32720

Volusia County Tax Collector

05.15.2025

3/16" = 1'-0"AD.101

1 FIRST FLOOR DEMOLITION PLAN

GENERAL DEMOLITION NOTES

1. REFER TO MEP / FP PLANS FOR EXTENT OF MECHANICAL,

ELECTRICAL PLUMBING AND FIRE PROTECTION DEMOLITION

ALL EXISTING CEILINGS

SHOWN CROSS HATCHED

TO BE REMOVED

ALL EXISTING CEILINGS

SHOWN CROSS HATCHED

TO BE REMOVED

ALL EXISTING CEILINGS

SHOWN CROSS HATCHED

TO BE REMOVED

ALL EXISTING CEILINGS

SHOWN CROSS HATCHED

TO BE REMOVED

EXISTING CEILING, LIGHT FIXTURES, AND

HVAC DEVICES TO REMAIN IN THIS ROOM

FLOOR

PLAN

NORTH

DRAWING NUMBER

SEALS

RACHITECTS

TITLE

DATE

LOCATION

OWNER

PROJECT

Landmark II 225 E. Robinson Street, Suite 200

Orlando, Florida 32801 Office 321.296.8100 www.silling.com

5/16/2025 11:40:34 AMAutodesk Docs://VOLUSIA-TC Office Deland/VCTCO.rvt

FIRST FLOOR REFLECTED

CEILING DEMOLITION

PLAN

AD.102

Volusia County Tax Collector

Thomas C Kelley Administration Center 123 W. Indiana Avenue Deland, Florida 32720

Volusia County Tax Collector

05.15.2025

3/16" = 1'-0"AD.102

1 FIRST FLOOR REFLECTED CEILING DEMOLITION PLAN

A A

B B

G G

H H

J J

D D

E E

F F

BREAK ROOM

OFFICE

CASH

116 IT

MECHANICAL

STAIR

HALL

STORAGE

HALL

ELEC

IT

STORAGE

PERMITTING

HALL

TOILET

TOILET

CHECK-IN

STAFF

CHECK-IN

ENTRY

WAITING A

WAITING B

SERVICE

TESTING

CUSTOMER

SERVICE

HALL

HALL

HALL

E1

E1

E1

E1

E122 E120A

E1

E1

E1

A

E1

E1

A

E1

A

A3.201

2A

A3.202

A2.101

A5.101

A5.104

5' - 0" 10' - 5" 12' - 5 1/2"

/2

5'

0" 1'

1/ 2"

- 1

0'

1/

4"VIF

1' - 0"

A3.201 1

A3.201

A3.201 3A3.201

A3.201

A3.202

A3.201 7

A3.2019

A3.201

A3.201

ALIGN NEW WALL

W/ CORNER

A/3

ALIGN

E99

LIMITS OF WORK

LIM

IT

S

OF

W

OR

K

LIM

IT

S

OF

W

OR

K

A3.202

A3.202

A3.202 7

A3.202

A3.202

A3.202 11

A3.202

14 A

A/3

PROVIDE NEW STAINLESS

STEEL COVER PLATE WHERE

NIGHT DEPOSIT WAS REMOVED.

INSTALL NEW SURFACE MOUNTED

DROP BOX

ALIGN

A/3

A/3

A/3

C/2

C/2

AL

IG

N

A/3 B/3

A/3

/4

C/2

B/3

2' - 7 1/4"

A/3

A/3 A/3

A/3

A/3

A/3

A/3

A/3

16' - 6 1/2"

B/2

5' - 4 3/4"

3'

4'

1/

2"

9'

9"

3' - 9 1/4" 7' - 1 1/4"

/4

8'

0"

E10

7'

1/

4"

A5.105

A5.105

5 1/4"

A3.201

BOLLARD POST AND ACTUATOR

FOR DOOR 100. SEE DETAIL 14/A6.101

1' - 10"

A3.201

A5.104

A3.202

+/- 21' - 5" 5' - 5"

WO

OD

BE

NC

H

A6.102 1Si m

NEW WALL WITH CORRESPONDING WALL TYPE

TAG. SEE DRAWING A3.6

100 DOOR NUMBER. SEE DRAWINGS A9.6

ROOM NUMBER. SEE ROOM FINISH SCHEDULE.

A6.0

A101

1 SIM

A101

SPOT ELEVATION.

G

PLAN ENLARGEMENT. SEE CORRESPONDING

DRAWING SHEET.

INTERIOR/CASEWORK ELEVATION. SEE

CORRESPONDING DRAWING SHEET.

BUILDING SECTION TAG. SEE CORRESPONDING

DRAWING SHEET.

INTERIOR ELEVATION TAG. SEE CORRESPONDING

DRAWING SHEET.

FLOOR PLAN LEGEND

FIRE EXTINGUISHER CABINET. SEE DETAILS ON

SHEET

FEC

CONTRACTOR RESPONSIBLE FOR ALL REQ'D. BLOCKING

PERTAINING TO CASEWORK AND ALL OTHER WALL MOUNTED

EQUIPMENT OR ACCESSORIES.

CJ CONTROL JOINT

EJ EXPANSION JOINT

A101

1 Ref

R ef

1 Ref

R ef

FLOOR

PLAN

NORTH

DRAWING NUMBER

SEALS

RACHITECTS

TITLE

DATE

LOCATION

OWNER

PROJECT

Landmark II 225 E. Robinson Street, Suite 200

Orlando, Florida 32801 Office 321.296.8100 www.silling.com

5/16/2025 11:40:39 AMAutodesk Docs://VOLUSIA-TC Office Deland/VCTCO.rvt

FIRST LEVEL PLAN

A1.101

Volusia County Tax Collector

Thomas C Kelley Administration Center 123 W. Indiana Avenue Deland, Florida 32720

Volusia County Tax Collector

05.15.2025

3/16" = 1'-0"A1.101

1 FIRST LEVEL FLOOR PLAN

G G

D D

E E

F F

4'

5' - 5" 7' - 1 1/4" 2' - 5"

4 1/4"

9' - 1 3/4" 11' - 0" 12' - 1 3/4" 24' - 3" 8' - 2 3/4"

5' - 3" 4' - 6 3/4" 4' - 3 1/2" 4' - 3 1/2" 4' - 6" 2' - 5"

A

74' - 4"6'

0"

/2

1/

4" 7'

1/ 4"

8'

1/

2"

1/ 2"

3 1/2" 7' - 8 1/2" 7' - 3 1/2" 7' - 3 1/2" 7' - 3 1/2" 7' - 3 1/2" 7' - 3 1/2" 7' - 3 1/2" 7' - 3 1/2" 7' - 3 1/2" 7' - 8 1/2" 3 1/2" 10' - 6"

A5.103

7'

1/

2" 7'

1/ 4"

1/

4"

A3.201 7

A3.2019

A3.201

10 A3.201

A5.102

A5.103 4 A5.1033

A5

.1

1A5.106

A3.202

A3.2029

A3.202

A3.202 7

A3.202

A3.202 11

A3.202

C L

CL CL CL CL CL

CL CL CL CL CL CL

C L

C L

STL BELOW

4 X 4 STEEL TUBE BELOW COUNTER

REFER TO DETAIL 2/A5.105

TYPICAL

2A

E1

E1

E1

E1

A

E1

STORAGE

CUSTOMER

SERVICE

TESTING

HALL

B/42"

C2

B2

B1 B B B B B B B B B1

B2

C

C1

SHADED AREA REPRESENTS

EXTENTS OF TRENCH IN SLAB

FOR EXTENSION OF DATA AND

POWER TO THE FREESTANDING

CASEWORK

STL. TUBE

C L

9'

/4

2'

0"

8' - 0" 14' - 7" 14' - 7" 14' - 7" 14' - 7" 8' - 0"

3" 8' - 7" 3 1/4"

C L C L

7'

3/

4" C L

AL

UM

. P

AN

EL

1'

2"

A3.201

8SERVICE

CL ALUM. PANELCL ALUM. PANELCL ALUM. PANELCL ALUM. PANELCL ALUM. PANEL

6' - 0"

6' - 0"

B/3

D D D D D

DD

TRUE

NORTH

DRAWING NUMBER

SEALS

RACHITECTS

TITLE

DATE

LOCATION

OWNER

PROJECT

Landmark II 225 E. Robinson Street, Suite 200

Orlando, Florida 32801 Office 321.296.8100 www.silling.com

5/16/2025 11:40:40 AMAutodesk Docs://VOLUSIA-TC Office Deland/VCTCO.rvt

ENLARGED PLANS

A2.101

Volusia County Tax Collector

Thomas C Kelley Administration Center 123 W. Indiana Avenue Deland, Florida 32720

Volusia County Tax Collector

05.15.2025

1/4" = 1'-0"A2.101

1 FIRST FLOOR - ENLARGED PLAN CUSTOMER COUNTER

CT-1

FLOOR FINISHES

TAG DESCRIPTION

PORCELAIN FLOOR TILE (MEDIUM): CROSSVILLE

STYLE: COLOR BLOX 2.0

SIZE: 12" X 24"

COLOR: SLINKY

PFT-1

CARPET: MANNINGTON

SIZE: 24 X 24

INSTALL METHOD: QUARTER TURN - INFINITY 2 ADHESIVE

STYLE: CARTHAGE LEGACY

BACKING: INFINITY 2

COLOR: PLYMOUTH 14038

PFT-2

PORCELAIN FLOOR TILE (DARK): CROSSVILLE

STYLE: COLOR BLOX 2.0

SIZE: 24" X 24"

COLOR: I SEE THE MOON

CEILINGS

TAG DESCRIPTION

ACT-1

ACOUSTIC CEILING TILE: ARMSTRONG

STYLE: CORTEGA 24 X 24 ITEM NO 824

GRID: ARMSTONG PRELUDE 15/16 WHITE

COLOR: STANDARD WHITE

WALL FINISHES

TAG DESCRIPTION

P-1

INTERIOR WALL PAINT: SHERWIN WILLIAMS

FINISH: EGGSHELL

COLOR: SW 7043 WORLDLY GRAY

NOTE: PRIMARY PAINT COLOR

P-2

INTERIOR WALL PAINT: SHERWIN WILLIAMS

FINISH: EGGSHELL

COLOR: SW 7636 ORIGAMI WHITE

NOTE:

P-3

INTERIOR WALL PAINT: SHERWIN WILLIAMS

FINISH: EGGSHELL

COLOR: SW 6479 DRIZZLE

NOTE:

PTB-1

NOT USED

BASE FINISHES

TAG DESCRIPTION

RB-1

RUBBER BASE (LVT LOCATIONS): JOHNSONITE

STYLE: 4" ROLLED COVED

COLOR: PEBBLE

NOTE:

RB-2

RUBBER BASE (CARPET LOCATIONS): JOHNSONITE

STYLE: 4" ROLLED STRAIGHT

COLOR: PEBBLE

NOTE:

PTB-2

PORCELAIN FLOOR TILE (MEDIUM): CROSSVILLE

STYLE: COLOR BLOX 2.0

SIZE: 4" x 24"

COLOR: SLINKY

NOTE:

PFT-3

PORCELAIN FLOOR TILE (LIGHT): CROSSVILLE

STYLE: COLOR BLOX 2.0

SIZE: 24" X 24"

COLOR: COTTON SHEETS

LVT-1

LUXURY VINYL TILE (LIGHT): MANNINGTON

STYLE: SPACIA ABSTRACT

SIZE: 18" X 18"

COLOR: CONSTELLATION CLOUD SS5A4700

LVT-2

LUXURY VINYL TILE (MEDIUM): MANNINGTON

STYLE: SPACIA ABSTRACT

SIZE: 18" X 18"

COLOR: CONSTELLATION ASH SS5A4701

GC-1

GYPSUM BOARD CEILING: SHERWIN WILLIAMS PAINT

FINISH: FLAT

COLOR: SW7757 HIGH REFLECTIVE WHITE

NOTE: TYPICAL GYP BD CEILING COLOR

MISCELLANEOUS

DESCRIPTIONTAG

PSL

PERSONAL STOR. LOCKERS: ASI PRODUCTS

TYPE: PLASTIC LOCKER - TRADITIONAL COLLECTION

SIZE: 5 TIER 18" W X 18" D X 72" H

FINISH: FOLKSTONE 9400

GROUT-1

GROUT: LATICRETE

TYPE: SANDED

LOCATION: FLOORS

COLOR: TBD

NOTE: 1/8" GROUT JOINT

GROUT-2

GROUT: LATICRETE

TYPE: UNSANDED

LOCATION: WALLS

COLOR: 90 LIGHT PEWTER

NOTE: 1/8" GROUT JOINT

PTB-A

COVE: SCHLUTER

TYPE: DILEX-AHK

COLOR: SATIN ANODIZED ALUMINUM (AE)

NOTE: USE AT ALL TRANSITIONS FROM FLOOR TO BASE

WS-1

WINDOW SHADES: HUNTER DOUGLAS

STYLE: MANUAL ROLLER

OPENNESS: 3% CLOTH SHEER WEAVE

COLOR: FABRIC - E SCREEN -WHITE/LINEN

NOTE: TYP AT ALL EXTERIOR WINDOWS (EAST, WEST & SOUTH)

MILLWORK

DESCRIPTION

SS-2

SOLID SURFACE: FORMICA

COLOR: BLACK LAVA

NOTE: BREAK ROOM COUNTERTOPS

PL-1

PLASTIC LAMINATE (WOOD LOOK) : FORMICA

TYPE: 8844 AGED ASH

FINISH: MATTE

NOTES:

PL-2

PLASTIC LAMINATE (ACCENT): FORMICA

TYPE: 1198-58 JADEITE

FINISH: MATTE

NOTES:

TAG

FINISH MATERIAL LEGEND

PWT-1

PORCELAIN WALL TILE (MEDIUM): CROSSVILLE

STYLE: COLOR BLOX 2.0

SIZE: 12" X 24"

COLOR: SLINKY

NOTE:

SS-1

SOLID SURFACE: FORMICA

COLOR: LUNA SAND

NOTE: TYPICAL COUNTERTOPS

PL-3

PLASTIC LAMINATE (BLACK) : FORMICA

TYPE: COLOR CORE2 - BLACK

FINISH: MATTE

NOTES:

WD-1

WOOD TRIM:

TYPE: QUARTER SAWN WHITE OAK

FINISH: CUSTOM COLOR STAIN SELECTED BY ARCHITECT

NOTES: COLOR TO MATCH PL-1

WDS-1

WOOD SLATS:

TYPE: HIGH-DENSITY MDF CORE AND HARDWOOD VENEER

QUARTER SAWN WHITE OAK

FINISH: CUSTOM COLOR STAIN SELECTED BY ARCHITECT

NOTES: COLOR TO MATCH PL-1

METAL BASE: FRY REGLET

STYLE: 4" MILWORK REVEAL BASE

COLOR: BLACK

NOTE:

MB-1

MCK-2

METAL BASE: FRY REGLET

STYLE: 4" MILWORK REVEAL BASE

COLOR: WHITE GRANITE

NOTE:

MB-2

STOREFRONT

TAG DESCRIPTION

AF-1

ALUMINUM STOREFRONT FRAMING: YKK-AP

SYSTEM: YES 40 FS

SIZE: 1 3/4" x 4"

COLOR: PAINTED BONE WHITE

NOTE:

AF-2

ALUMINUM STOREFRONT FRAMING: YKK-AP

SYSTEM: YES 40 FS

SIZE: 1 3/4" x 4"

COLOR: PAINTED FASHION GREY

NOTE:

AF-3

ALUMINUM STOREFRONT FRAMING: YKK-AP

SYSTEM: YHS 50 FS

SIZE: 2 1/2" x 5"

COLOR: PAINTED SW 6479 "DRIZZLE"

NOTE: CUSTOM COLOR MATCH TO ORIGINAL STOREFRONT

GLAZING

TAG DESCRIPTION

GL-1

GLAZING: 3/8" CLEAR LOW IRON TEMPERED

MFR: VITRO

STYLE: STARFIRE ULTRA CLEAR

GL-2

GLAZING: 9/16" LAMINATED GLASS

1/4" CLEAR HEAT STRENGTHENED GLASS

.060 PVB INTERLAYER OR EQUAL CONFORMING TO PRODUCT

APPROVAL

1/4" CLEAR HEAT STRENGTHENED GLASS

GL-3

GLAZING: 1/4" ACRYLIC

MFR: A & C PLASTICS OR EQUAL

WF-1

WINDOW FILM: FROST PATTERN

MFR: SOLYX

STYLE: SXR 9829

APPLIED TO GL-3

MP-1

METAL PANEL: 1/4" ALUMINUM SANDWICH PANEL

MFR: MAPES

STYLE: LAMINATED METAL FACED VENEER AND GLAZING PANEL

COLOR: MATCH YKK BONE WHITE

ADHERE PB-1 TO PANEL

PB-1

PHOTO BACKGROUND SCREEN:

MFR: TBD

STYLE: FABRIC

COLOR: TBD

ADHERE TO MP-1

METAL OUTSIDE CORNER: FRY REGLET

TYPE: MILLWORK CORNER KEY

COLOR: ADOBE

NOTES:

RUBBER BASE (BASE CABINET): JOHNSONITE

STYLE: 4" ROLLED STRAIGHT

COLOR: BLACK

NOTE:

RB-3

MCK-3

METAL L ANGLE: FRY REGLET

TYPE: MILLWORK REVEAL "L" ANGLE

COLOR: WHITE GRANITE

NOTES:

A A A

B C

IT

CASH

MECHANICAL

IT

ELEC

BREAK ROOM

OFFICE

CHECK-IN

STAFF

WAITING A

WAITING B

ENTRY

CUSTOMER

SERVICE

PERMITTING

STORAGE

HALL

A

A

A

C

C

A

A

D

A

6"

1/4" 1/4"

8"

1/2

2"

1/4"

1/8"

3/16"

TO

P

OF

B

RA

ILL

E

" A

FF

TO

COLOR: SW 7618 "DEEP SEA DIVE"

COLOR: SW 7636 "ORIGAMI WHITE"

0.75" FONT SIZE

0.625" FONT SIZE

COLOR: SW 7620

BRAILLE

COLOR: SW 7636

SECTION

ELEVATION

1/8" BACK PANEL WHERE SIGNS OCCUR ON

GLAZING

0.375" FONT SIZE

OFFICE

OFICINA

FONT COLOR:

SW 7620

"SEAWORTHY"

6"

1/4" 1/4"

1/2

OFFICE

TO

P

OF

B

RA

ILL

E

" A

FF

TO

OFICINA

2" 2"

1/8" 3/16" 1/4"

COLOR: SW 7636 "ORIGAMI WHITE"

COLOR: SW 7618 "DEEP SEA DIVE"

0.75" FONT SIZE

0.625" FONT SIZE

COLOR: SW 7620

BRAILLE

COLOR: 7636

SECTION

ELEVATION

1/8" BACK PANEL WHERE SIGNS OCCUR ON

GLAZING

0.375" FONT SIZE

MAGNETIC STRIP

FOR

PERSONALIZATION

FONT COLOR" SW 7620 "SEAWORTHY"

STAFF

ONLY8"

1/2

2"

6"

1/4" 1/4"

0.625" FONT SIZE

BRAILLE

COLOR: SW 7620

TO

P

OF

B

RA

ILL

E

" A

FF

TO

COLOR: SW 7636

SOLO

EMPLEADOS 0.375" FONT SIZE

COLOR: SW 7618 "DEEP SEA DIVE"

COLOR: SW 7636 "ORIGAMI WHITE"

FONT COLOR: SW 7620

"SEAWORTHY"

MAX.

OCCUPANCY

2"

8"

1/2

BRAILLE

1/4" 1/4"

7"

ELEVATION

CAPACIDAD

MAXIMA ##

ELEVATION

COLOR: SW 7636 "ORIGAMI WHITE"

COLOR: SW 7618 "DEEP SE DIVE"

0.625" FONT SIZE

COLOR: SW 7620

COLOR: TBD

ELEVATION

0.375" FONT SIZE

FONT COLOR SW 7620

"SEAWORTHY"

DRAWING NUMBER

SEALS

RACHITECTS

TITLE

DATE

LOCATION

OWNER

PROJECT

Landmark II 225 E. Robinson Street, Suite 200

Orlando, Florida 32801 Office 321.296.8100 www.silling.com

5/16/2025 11:40:42 AMAutodesk Docs://VOLUSIA-TC Office Deland/VCTCO.rvt

ROOM FINISH SCHEDULE,

LEGENDS, AND SIGNAGE

A3.100

Volusia County Tax Collector

Thomas C Kelley Administration Center 123 W. Indiana Avenue Deland, Florida 32720

Volusia County Tax Collector

05.15.2025

ROOM FINISH SCHEDULE

LEVEL NUMBER NAME FLOOR FINISH BASE FINISH WALLS CEILING FINISH CASEWORK COMMENTSNORTH EAST SOUTH WEST

1ST LEVEL

1ST LEVEL 100 ENTRY PFT-3 PTB-1 - PT-1 - PL ACT-1

1ST LEVEL 101 CHECK-IN PFT-3 PTB-1 PT-1 PT-1 - PT-3 ACT-1 / GC-1 PL-1/SS-1

1ST LEVEL 102 CHECK-IN STAFF CPT-1 RB-2 PT-1 PT-1 - PT-3 ACT-1 / GC-1

1ST LEVEL 103 WAITING A PFT-3 PTB-1 - PL-1/PL-2 - PT-3 ACT-1 / GC-1

1ST LEVEL 104 WAITING B PFT-3 PTB-1 - PT-1 PT-1 PL-1 ACT-1 / GC-1

1ST LEVEL 105 HALL PFT-3 PTB-1 PT-1 PT-1 PT-1 PT-1 ACT-1 / GC-1

1ST LEVEL 106 SERVICE PFT-1 / PFT-2 PTB-2 PWT-1/PL-1 PT-1 PT-1 PT-1 GC-1 PL-1/SS-1

1ST LEVEL 107 HALL LVT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACT-1 LOCKERS PL

1ST LEVEL 108 PERMITTING CT-1 RB-2 PT-1 PT-1 PT-1 PT-1 - EXISTING CEILING TO REMAIN

1ST LEVEL 109 STORAGE LVT-1 RB-1

1ST LEVEL 112 CUSTOMER SERVICE CT-1 RB-2 PT-3 PT-1 PT-1 PT-1 ACT-1

1ST LEVEL 113 TESTING PFT-3 PTB-1 PT-3 PT-1 PT-1 PT-1 GC-1

1ST LEVEL 115 HALL CPT-1 RB-2 PT-1 PT-1 PT-1 PT-1 ACT-1

1ST LEVEL 116 CASH CPT-1 RB-2 PT-1 PT-1 PT-1 PT-1 ACT-1

1ST LEVEL 117 HALL CPT-1 RB-2 PT-1 PT-1 PT-1 PT-1 ACT-1

1ST LEVEL 118 IT LVT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACT-1

1ST LEVEL 119 OFFICE CPT-1 RB-2 PT-1 PT-1 PT-1 PT-1 ACT-1

1ST LEVEL 120 BREAK ROOM LVT-1 / LVT-2 RB-1 PT-1 PT-1 PT-2 PT-1 ACT-1 PL-1/PL-3/SS-2 1ST LEVEL 121 STORAGE LVT-1 RB-1 PT-1 PT-1 PT-1 PT-1 - EXISTING CEILING TO REMAIN

1ST LEVEL 122 HALL - - - - - - - NO FINISH WORK REQUIRED

1ST LEVEL 123 TOILET - - - - - - - NO FINISH WORK REQUIRED

1ST LEVEL 124 TOILET - - - - - - - NO FINISH WORK REQUIRED

1ST LEVEL 125 STAIR - - - - - - - NO FINISH WORK REQUIRED

1ST LEVEL 126 HALL - - - - - - - NO FINISH WORK REQUIRED

1ST LEVEL 1068 ELEC - - - - - - - - NO FINISH WORK REQUIRED

1ST LEVEL 1069 IT - - - - - - - - NO FINISH WORK REQUIRED

1ST LEVEL 1070 MECHANICAL - - - - - - - - NO FINISH WORK REQUIRED

REVISIONS

1/8" = 1'-0"A3.100

1 SIGNAGE PLAN

3" = 1'-0"A3.100

2 ROOM IDENTIFICATION SIGN "A"

3" = 1'-0"A3.100

3 ROOM IDENTIFICATION SIGN "B"

3" = 1'-0"A3.100

4 STAFF ONLY SIGN "C"

3" = 1'-0"A3.100

5 MAX OCCUPANCY SIGN "D"

PFT-2

PFT-3

P-3

LVT-1

LVT-2 LVT-1 LVT-2 LVT-1

LVT-1

LVT-1 CT-1

PFT-2

PFT-1PFT-2PFT-1PFT-2PFT-1PFT-1 PFT-2PFT-2

PFT-1

PFT-1PFT-2

PFT-1

PFT-2

PFT-3

PFT-3

CT-1

CT-1

CT-1

LVT-1

P-3

CHECK-IN

STAFF

CHECK-IN

ENTRY

100WAITING A

WAITING B

CASH

IT

OFFICE

HALL

HALL

BREAK ROOM

HALL

STORAGE

CUSTOMER

SERVICE

TESTING

SERVICE

HALL

SERVICE

LIMITS OF WORK

LIM

IT

S

OF

W

OR

K

LIM

IT

S

OF

W

OR

K

P-

CT-1

LVT-1

NO FINISH WORK IN THESE AREAS

NO FINISH WORK IN THESE AREAS

NO FINISH WORK THIS ROOM

PFT-3

P-3

P-3

P-3

SCHLUTER SCHINE TRIM ON ALL

EDGE LOCATIONS WHERE THERE IS

A CHANGE OF TILE TYPE.

- SEE FLOORING TRANSITION

DETAILS ON A3.401

P-3

SCHEDULE COMMENTS

1. ALL WALLS TO BE PAINTED PT-1 UNLESS NOTED OTHERWISE

3. CLEAN, ADJUST, REFURBISH, AND LUBRICATE EXISTING HARDWARE TO REMAIN.

4. AFTER REMOVAL, STRIP, SAND AND PREPARE DOOR TO RECEIVE NEW PAINT FINISH

5.

NEW CONSTRUCTION NOTES

NOTES1

NOTES

NOTES

TRUE

NORTH

DRAWING NUMBER

SEALS

RACHITECTS

TITLE

DATE

LOCATION

OWNER

PROJECT

Landmark II 225 E. Robinson Street, Suite 200

Orlando, Florida 32801 Office 321.296.8100 www.silling.com

5/16/2025 11:40:44 AMAutodesk Docs://VOLUSIA-TC Office Deland/VCTCO.rvt

FIRST LEVEL INTERIOR

FINISHES PLAN

A3.101

Volusia County Tax Collector

Thomas C Kelley Administration Center 123 W. Indiana Avenue Deland, Florida 32720

Volusia County Tax Collector

05.15.2025

3/16" = 1'-0"A3.101

1 FIRST LEVEL FINISHES PLAN

A5.104

P-1

PTB-2

ALUMINUMN DOOR

AND FRAME - SEE 1/A6.101

EXISTING ALUMINUM WINDOWEXISTING ALUMINUM WINDOWEXISTING ALUMINUM WINDOW

P-1

RB-1 PTB-2 PTB-2P-1

4'

0"

FIRE EXTINGUISHER

CABINET

P-1

RB-1

EXISTING ALUMINUM

WINDOW

PTB-2

P-1

EXISTING ALUMINUM WINDOW

EXISTING ALUMINUM WINDOW

PTB-2

P-1

PATCH, REPAIR GYPSUM

AS NECESSARY BY INSTALLATION

OF NEW ELECTRICAL DEVICES

TYPICAL P-1

PTB-2

P-1

P-1

EXISTING ALUMINUM WINDOW

PTB-2

PATCH, REPAIR GYPSUM

AS NECESSARY BY INSTALLATION

OF NEW ELECTRICAL DEVICES

TYPICAL

EXISTING ALUMINUM DOOR

AND FRAME

P-1

WD-1

PWT-1

SS-1

1'

0"

WD-1

WD BUTT JOINTSS-1

B2C2

CAMERA LOCATION

SEMI-TRANSLUCENT VINYL NUMBERS ON GLASS

12" TALL - ARIAL NARROW FONT - COLOR : TBD

5"

5"1'

0"

1'

0"

WD-1

SS-1

PWT-1

WD-1

SS-1

B2 C

CAMERA LOCATION

SEMI-TRANSLUCENT VINYL NUMBERS ON GLASS

12" TALL - ARIAL NARROW FONT - COLOR: TBD

5" 1'

0"

5"

ALUM. FINISH AND EDGE

PROTECTION

AT OUTSIDE WALL CORNERS

AND EDGES TYP.

-SEE DETAIL

SS-1

PWT-1

ALUMINUM STOREFRONT FRAMING

W/ 3/8" CLEAR GLASS

C1

ALUM. FINISH AND EDGE

PROTECTION

AT OUTSIDE WALL CORNERS

AND EDGES TYP.

-SEE DETAIL

1/2" CLEAR TEMPERED

GLASS

ALUMINUM GLAZING SHOE

P-3

PTB-2

SS-1

P-3

P-3

1'

/2

2'

5"3'

6"

P-1

PAINTED BRACKETS TO MATCH WALL COLOR- TYP

A

PTB-2

PATCH, REPAIR GYPSUM

AS NECESSARY BY INSTALLATION

OF NEW ELECTRICAL DEVICES

TYPICAL

PTB-2 RB-1

P-1

P-2

DOOR FRAME

A5.106

P-1

P-3 P-3

8'

0"

4' - 9"

LED MONITOR AND WALL BRACKET

-PROVIDE BLOCKING FOR MOUNTING

PTB-2 RB-1P-3BENCH - SEE DETAILS

WD-1

PTB-2

3'

2" 6'

4' - 2"

2' - 0

VOLUSIA

COUNTY SEAL

VINYL DECAL

SIGN

WD-1

PWT-1

SS-1

1'

0" 4'

2"

1/4" REVEAL

-CENTERED BETWEEN WINDOW MULLIONS

WD BUTT JOINT -

CENTERED BETWEEN REVEALS

4'

6"

CAMERA LENS HEIGHT

B1 B B B B B B B B B1

SEMI-TRANSLUCENT VINYL NUMBERS ON GLASS

12" TALL - ARIAL NARROW FONT - COLOR: TBD

345678910

5"

5" 1'

0"

3'

6"

CAMERA LOCATION

4"

6'

6"

ALUM. FINISH AND EDGE PROTECTION

AT OUTSIDE TILED WALL CORNERS AND EDGES TYP.

-SEE DETAIL

WD-1

WD-1

DRAWING NUMBER

SEALS

RACHITECTS

TITLE

DATE

LOCATION

OWNER

PROJECT

Landmark II 225 E. Robinson Street, Suite 200

Orlando, Florida 32801 Office 321.296.8100 www.silling.com

5/16/2025 11:40:46 AMAutodesk Docs://VOLUSIA-TC Office Deland/VCTCO.rvt

INTERIOR ELEVATIONS

A3.201

Volusia County Tax Collector

Thomas C Kelley Administration Center 123 W. Indiana Avenue Deland, Florida 32720

Volusia County Tax Collector

05.15.2025

1/4" = 1'-0"A3.201

1 EAST INTERIOR ELEVATION ENTRY - 100

1/4" = 1'-0"A3.201

2 NORTH INTERIOR ELEVATION CHECK IN - 102

1/4" = 1'-0"A3.201

3 PARTIAL EAST INTERIOR ELEVATION

1/4" = 1'-0"A3.201

4 SOUTH INTERIOR ELEVATION

1/4" = 1'-0"A3.201

5 SOUTHWEST INTERIOR ELEVATION

1/4" = 1'-0"A3.201

7 WEST ELEVATION CLERK COUNTER

1/4" = 1'-0"A3.201

9 EAST ELEVATION CLERK COUNTER

1/4" = 1'-0"A3.201

10 NORTH ELEVATION CLERKS COUNTER

1/4" = 1'-0"A3.201

11 NORTH ELEVATION TESTING

1/4" = 1'-0"A3.201

6 PARTIAL NORTH INTERIOR ELEVATION

1/4" = 1'-0"A3.201

12 PARTIAL WEST INTERIOR ELEVATION

1/4" = 1'-0"A3.201

8 SOUTH ELEVATION CLERK COUNTER

BC

2' - 6"

BC

2' - 0"

BC

2' - 6"

RB-2 P-2

P-1PL-1

PL-3

SS-2

PL-3

PL-1

7'

2'

2'

1" 3'

0"

P-3

P-3

REF

3' - 1 1/4"

FILLER

1"

WC

2' - 6"

WC

2' - 0"

WC

2' - 6" FILLER

1 1/4"

P.LAM PANEL BUTT JOINT

MB-2

MILLWORK OUTSIDE CORNER

SEE DETAIL

RB-3

LED MONITOR AND WALL BRACKET

-PROVIDE BLOCKING FOR MOUNTING

RB-2 P-1 P-2

POWER & DATA

-SEE ELECT.DWGS.

8'

0"

12' - 7"

7'

BC

2' - 0"

BC

2' - 6"

MC

2' - 6"

WC

2' - 0"

P-2

P-1

PL-1

PL-1

PL-3

PL-3

3'

0" 4'

FILLER

1 1/4" BC

2' - 6"

WC

2' - 6"

P-3

P-3

FILLER

1 1/4"

SS-2

RB-2

MB-2

P-1

RB-3

EXISTING ALUMINUM WINDOWS

RB-1 P-1

RB-1 P-1 SS-1

3/8" CLEAR TEMPERED GLAZING

IN ALUMINUM FRAME

3'

6"

B1 B B B B B B B B B1

CAMERA

P-1

RB-1 P-1 P-1 RB-1

SS-1

3/8" TEMPERED GLASS

IN ALUMINUM FRAMEC B2

CAMERA

P-1

P-3RB-1

P-3

P-3P-3P-3

P-3

RB-1

2'

SS-1

PRINTER

PL-1

RB-1

P-3P-1

PL-2

3' - 0"

VOLUSIA COUNTY TAX COLLECTOR

24" DIA MOLDED PLASTIC SEAL

-REFER TO VOLUSIA COUNTY SEAL

4 1/2" H x 1/4" D ACRYLIC LETTERS MOUNTED

ON PAINTED GYP. BD

FONT: ARIAL NARROW - COLOR TO MATCH P-1

4"

4" 4' - 0" 4' - 0" 4' - 0"

4'

0"

P-1 RB-1 P-3

P-1

P-1

P-1

B2 C2

SS-1

P-2

P-3

CAMERA

RB-1 P-1 RB-1

P-2

RB-2

P-1

P-2

LOCKERS

PSL

P-2RB-2

P-1

RB-2

P-1

4'

0"

FIRE EXTINGUISHER

CABINET

RB-2

P-1P-1

P-2

RB-2

P-1

EXISTING ALUMINUM WINDOWS

2'

1" 7'

P-1

SS-1

PL-3MB-1

2' - 10 3/4"4' - 0"2' - 10 3/4"

P. LAM BUTT

JOINT

RB-1

P-1

RB-1

P-1

P-2

P-1

RB-1

P-1

RB-1

P-1P-1

RB-1

SS-1

2'

5"

P-1RB-1

SS-1

P-1

PAINTED BRACKETS TO MATCH WALL COLOR- TYP

P-1

RB-1

SS-1

P-2

PTB-2 RB-1

P-1

P-1

RB-1

A5.106

ZEBRA PRINTERFAST PRINTER

RB-1

SS-1

PL-1

RB-1

PL-1

SS-1

RB-1

2'

1'

1/

2"

DRAWING NUMBER

SEALS

RACHITECTS

TITLE

DATE

LOCATION

OWNER

PROJECT

Landmark II 225 E. Robinson Street, Suite 200

Orlando, Florida 32801 Office 321.296.8100 www.silling.com

5/16/2025 11:40:50 AMAutodesk Docs://VOLUSIA-TC Office Deland/VCTCO.rvt

INTERIOR ELEVATIONS

A3.202

Volusia County Tax Collector

Thomas C Kelley Administration Center 123 W. Indiana Avenue Deland, Florida 32720

Volusia County Tax Collector

05.15.2025

1/4" = 1'-0"A3.202

1 EAST ELEVATION BREAK ROOM

1/4" = 1'-0"A3.202

2 SOUTH ELEVATION BREAK ROOM

1/4" = 1'-0"A3.202

3 WEST ELEVATION BREAK ROOM

1/4" = 1'-0"A3.202

15 NORTH ELEVATION OFFICE 119

1/4" = 1'-0"A3.202

6 SOUTH ELEVATION CUSTOMER SERVICE

1/4" = 1'-0"A3.202

7 EAST ELEVATION CUSTOMER SERVICE

1/4" = 1'-0"A3.202

8 NORTH ELEVATION CUSTOMER SERVICE

1/4" = 1'-0"A3.202

9 WEST ELEVATION CUSTOMER SERVICE

1/4" = 1'-0"A3.202

10 PARTIAL SOUTH ELEVATION CUSTOMER SERVICE

1/4" = 1'-0"A3.202

11 EAST ELEVATION HALL 107

1/4" = 1'-0"A3.202

12 NORTH ELEVATION HALL 107

1/4" = 1'-0"A3.202

13 SOUTH ELEVATION HALL 107

1/4" = 1'-0"A3.202

14 WEST ELEVATION HALL 107

1/4" = 1'-0"A3.202

4 NORTH ELEVATION BREAK ROOM

1/4" = 1'-0"A3.202

16 EAST ELEVATION OFFICE 119

1/4" = 1'-0"A3.202

17 SOUTH ELEVATION OFFICE 119

1/4" = 1'-0"A3.202

18 WEST ELEVATION OFFICE 119

1/4" = 1'-0"A3.202

19 NORTH ELEVATION CASH ROOM

1/4" = 1'-0"A3.202

20 EAST ELEVATION CASH ROOM

1/4" = 1'-0"A3.202

21 SOUTH ELEVATION CASH ROOM

1/4" = 1'-0"A3.202

22 WEST ELEVATION CASH ROOM

1/4" = 1'-0"A3.202

5 PARTIAL NORTH CUSTOMER SERVICE ELEVATION

CARPET AS SPECIFIED

CONCRETE TILE AS SPECIFIED

GROUT

SCHEDULED DOOR

SCHLUTER SCHIENE

TRANSITION STRIP

NOTES:

1. FLOORING TRANSITION SHALL BE LOCATED UNDER THE DOOR WHERE THE TRANSITION

IS NOT VISIBLE OUTSIDE THE ROOM WHEN THE DOOR IS CLOSED.

2. CUT TRANSITION STRIP SQUARE WITH ADJACENT DOOR FRAME.

CRACK SUPPRESSION

MEMBRANE

CARPET AS SPECIFIED

CONCRETE RESILIENT FLOORING

SCHEDULED DOOR TRANSITION STRIP - JOHNSONITE

CTA-XX-A. RE: SPECIFICATIONS

NOTES:

1. THRESHOLD SHALL BE LOCATED UNDER THE DOOR WHERE THE THRESHOLD IS NOT

VISIBLE OUTSIDE THE ROOM WHEN THE DOOR IS CLOSED.

2. CUT TRANSITION STRIP SQUARE WITH ADJACENT DOOR FRAME.

CARPET AS SPECIFIED

CONCRETE CONCRETE FLOOR

SCHEDULED DOOR

NOTES:

1. THRESHOLD SHALL BE LOCATED UNDER THE DOOR WHERE THE THRESHOLD IS NOT

VISIBLE OUTSIDE THE ROOM WHEN THE DOOR IS CLOSED.

2. CUT TRANSITION STRIP SQUARE AND PLUMB WITH ADJACENT DOOR FRAME.

TRANSITION STRIP - JOHNSONITE

CTA-XX-A. RE: SPECIFICATIONS

RESILIENT SHEET FLOORING

CONCRETE

VCT

SCHEDULED DOOR

PROVIDE HEAT WELDED

SEAM AT TRANSITION TO

FILL JOINT

CEMENTITIOUS FLOOR LEVELING

MATERIAL ADHESIVE

NOTES:

1. THRESHOLD SHALL BE LOCATED UNDER THE DOOR WHERE THE THRESHOLD IS NOT

VISIBLE OUTSIDE THE ROOM WHEN THE DOOR IS CLOSED.

2. CUT TRANSITION STRIP SQUARE AND PLUMB WITH ADJACENT DOOR FRAME.

CONCRETE

RESILIENT FLOORING

SCHEDULED DOOR ATTACH JTRANSITION STRIP TO RESILIENT

FLOORING WITH ADHESIVECONCRETE SEALER

ADHESIVE

NOTES:

1. THRESHOLD SHALL BE LOCATED UNDER THE DOOR WHERE THE THRESHOLD IS NOT VISIBLE

OUTSIDE THE ROOM WHEN THE DOOR IS CLOSED.

2. CUT TRANSITION STRIP SQUARE AND PLUMB WITH ADJACENT DOOR FRAME.

TRANSITION SHOWN HERE IS

JOINSONITE SSR-XX-B. EDIT PROFILE

AND SPECS TO SUIT PROJECT.

WALL FINISH AS

SCHEDULED

METAL TRANSITION STRIP

(SCHLUTER SCHIENE)

COORD. EXACT MFG.

PRODUCT WITH WALL TILE

INSTALLED THICKNESS

WALL TILE

MORTAR

TILE FLOORING

MORTAR

METAL TRANSITION STRIP (SCHLUTER SCHIENE) SHALL

COMPLY WITH ACCESSIBILITY CODE REQUIREMENTS

COORD. EXACT MFG. PRODUCT WITH FLOOR TILE INSTALLED

THICKNESS

CONT. SEALANT BEAD

RESILIENT FLOORING

ADHESIVE

FLOOR UNDERLAYMENT MATERIAL OR LEVELING

COMPOUND (SLOPED TO CREATE A FLUSH TRANSITION)

CRACK SUPPRESSION MEMBRANE

SEE SPECIFICATION

NOTE: TOP OF SHEET VINYL SHALL BE FLUSH

WITH RUBBER FLOORING

EASE SLOPE (1'-0" MIN)

RESILIENT FLOORING

ADHESIVE

FLOOR UNDERLAYMENT MATERIAL OR

LEVELING COMPOUND (SLOPED TO

CREATE A FLUSH TRANSITION)

. .NOTE: TOP OF SHEET VINYL SHALL BE FLUSH

WITH RUBBER FLOORING

EASE SLOPE (1'-0" MIN)

SCHEDULED DOOR

PROVIDE HEAT WELDED SEAM AT

TRANSITION TO FILL JOINT

RUBBER FLOORING

ADHESIVE

CONCRETE

TILE FLOORING

MORTAR

METAL TRANSITION STRIP (SCHLUTER SCHIENE)

COORD. EXACT MFG. PRODUCT WITH FLOOR TILE

INSTALLED THICKNESS

RUBBER FLOORING

ADHESIVE

FLOOR UNDERLAYMENT MATERIAL OR LEVELING COMPOUND

(SLOPED TO CREATE A FLUSH TRANSITION)

. .NOTE: TOP OF RESILIENT FLOORING SHALL BE

FLUSH WITH TILE

SCHEDULED DOOR

EASY SLOPE (1'-0" MIN.)

NOTES:

1. FLOORING TRANSITION SHALL BE LOCATED UNDER THE DOOR WHERE IT IS NOT VISIBLE OUTSIDE

THE ROOM WHEN THE DOOR IS CLOSED.

2. CUT TRANSITION STRIP SQUAREWITH ADJACENT DOOR FRAME.

SEALANT JOINT

CRACK SUPPRESSION MEMBRANE

RESILIENT FLOORING

ADHESIVE

FLOOR UNDERLAYMENT MATERIAL

OR LEVELING COMPOUND (SLOPED

TO CREATE A FLUSH TRANSITION)

. .1 : 25 MAXIMUM SLOPE

SCHEDULED DOOR

METAL EDGE STRIP

SEALANT

EPOXY FLOOR

CONCRETE

NOTES:

1. THRESHOLD SHALL BE LOCATED UNDER THE DOOR WHERE IT IS NOT VISIBLE

OUTSIDE THE ROOM WHEN THE DOOR IS CLOSED.

2. CUT TRANSITION STRIP SQUARE WITH ADJACENT DOOR FRAME.

WALL FINISH PER INTERIOR DESIGN DRAWINGS

THIS DIMENSION SHALL BE 6"

MINIMUM IN ALL TOILET ROOMS,

TUB ROOMS AND SHOWER

ROOMS PER IBC SECTION 1210.1

(SEE INTERIOR FINISH

DISTRIBUTION DRAWINGS)

CAULK CONTINUOUS (TYPICAL)

BASE (SEE INTERIOR DESIGN DRAWINGS)

THIN-SET MASTIC

FLOOR TILE

CONCRETE FLOOR SLAB

(SEE STRUCTURAL)

TILE FLOORING (TYPE 1)

MORTAR

METAL TRANSITION STRIP (SCHLUTER SCHIENE)

TILE FLOORING (TYPE 2)

NOTE:

1. HEIGHT OF SCHLUTER TRIM TO BE COORDINATED WITH THE TILE AND SETTING THICKNESS BY G.C.

2. TRANSITION STRIP LOCATED AT ALL TILE COLOR TYPE TRANSITION EDGES.

MORTAR

CRACK SUPPRESSION MEMBRANE

6" = 1'-0"A3.401

CARPET TO TILE FLOORING

TRANSITION

6" = 1'-0"A3.401

CARPET TO RESILIENT FLOORING

TRANSITION

6" = 1'-0"A3.401

1 CARPET TO CONCRETE TRANSITION

6" = 1'-0"A3.401

VCT TO RESILIENT FLOORING

TRANSITION

6" = 1'-0"A3.401

CONCRETE TO RESILIENT FLOORING

TRANSITION

6" = 1'-0"A3.401

METAL TRANSITION STRIP

AT WALL TILE

6" = 1'-0"A3.401

THIN-SET FLOOR TILE AT RESILIENT

FLOORING WITH METAL EDGE STRIP

FOR FLUSH TRANSITION

6" = 1'-0"A3.401

RUBBER FLOORING TO SHEET VINYL

TRANSITION

6" = 1'-0"A3.401

7 RUBBER FLOORING TO TILE TRANSITION

6" = 1'-0"A3.401

12 EPOXY TO SHEET VINYL TRANSITION

3" = 1'-0"A3.401

3 FLOOR TILE WITH TILE BASE

DRAWING NUMBER

SEALS

RACHIT…