100% CONSTRUCTION DOCUMENTS

SARASOTA COUNTY FLEET SOUTH

RENOVATION

4571 STATE ROAD 776, VENICE, FL 34293

06.26.2026

ARCHITECTARCHITECT

HALL DARLING DESIGN STUDIO

2168 MAIN STREET,

SARASOTA, FL 34237

941.917.0883 phone

MEPF ENGINEERMEPF ENGINEERSTRUCTURAL ENGINEERSTRUCTURAL ENGINEER

BENNETT & PLESS STRUCTURAL ENGINEERS

1381 FIFTH STREET

SARASOTA, FLORIDA 34236

941.955.2205 phone

GENESIS ENGINEERING GROUP

6700 PROFESSIONAL PARKWAY W

SARASOTA, FLORIDA 34240

941.977.9778 phone

SCOPE OF WORK

THE INTENT OF THESE DOCUMENTS AND THE RELATED

TECHNICAL SPECIFICATIONS / PROJECT MANUAL, BIDDING

FORMS, AND OTHER CONTRACT DOCUMENTS IS TO DESCIBE A

COMPLETE PROJECT WHERE THE BUILDING IS COMPLIANT

WITH CODE AND CAN BE USED FOR ITS INTENDED PURPOSE

AS AN ADMINISTRATION BUILDING AND MAINTENANCE

GARAGE. THIS SUMMARY PROVIDES A LIST OF MAJOR WORK

TRADES AND WORK TASKS THAT ARE A PART OF THE

OVERALL PROJECT SCOPE. OTHER WORK WILL BE REQUIRED.

PROJECT DATA

PROJECT NAME

SARASOTA SOUTH COUNTY FLEET

ADMINISTRATION BUILDING RENOVATION

PROJECT LOCATION

4571 STATE ROAD 776, VENICE, FL 34293

OWNER

SARASOTA COUNTY

CONTACT DURING BIDDING AND NEGOTIATION

ALL COMMUNICATION DURING THE BIDDING AND PRE-

CONTRACT PHASE OF THE PROJECT MUST BE WITH AND

THROUGH THE ARCHITECT. DIRECT CONTACT WITH THE

OWNER OR DESIGN CONSULTANTS DURING THIS PERIOD IS

STRICTLY PROHIBITED.

OWNER CONTACT DURING CONSTRUCTION

BILL WILLIAMS

941-861-0930

DESIGN TEAM CONTACT DURING BIDDING AND

CONSTRUCTION

HALL DARLING DESIGN STUDIO, PA

PROJECT MANAGER:

ROBERT CONNOR, AIA

941-917-0883

ARCHITECT'S STATEMENT

TO THE BEST OF THE ARCHITECT'S KNOWLWEDGE, SAID

PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE

BUILDING CODES AND APPLICABLE MINIMUM FIRE SAFETY

STANDARDS AS DETERMINED IN ACCORDANCE WITH

CHAPTERS 533 AND 633, FLORIDA STATUTES AND SARASOTA

COUNTY NO. 83-63, AS AMENDED.

DO NOT SCALE DIMENSIONS FROM THESE

DRAWINGS. WHEN INFORMATION IS NOT CLEARLY

PROVIDED, OBTAIN EXACT INFORMATION FROM

THE ARCHITECT BEFORE PROCEEDING WITH THE

WORK.

THE ARCHITECT IS NOT RESPONSIBLE FOR

CONSTRUCTION THAT IS NOT CARRIED OUT IN

ACCORDANCE WITH THESE CONSTRUCTION

DOCUMENTS. THE ARCHITECT IS NOT

RESPONSIBLE FOR DECISIONS AND

INTERPRETATIONS MADE BY THE CONTRACTOR,

OWNER, OR OTHER PARTIES.

COPYRIGHT 2026 HALL DARLING DESIGN STUDIO,

PA. DRAWINGS AND CONCEPTS MAY NOT BE

USED OR REPRODUCED WITHOUT THE WRITTEN

PERMISSION OF THE ARCHITECT.

GLENN DARLING, AIA AR 97844

ARCHITECT OF RECORD

GENERAL NOTES

Bennett & Pless

STRUCTURAL ENGINEER

47 Perimeter Center East, Suite 500 Atlanta, GA 30346

P: 941.955.4555

MEPF ENGINEER

coa #29304

ORIGINALS PRINTED AT 24" x 36"

Project No.

Date

Revisions:

Genesis Engineering

6700 Professional Pkwy W, Sarasota, FL 34240

P: 941.444.2189

SEAL

Hall Darling Design Studio, PA

AR97844

2168 Main Street Sarasota, FL 34237

P:941.917.0883

G0.0

GENERAL

SARASOTA COUNTY FLEET SOUTH

RENOVATION

06.26.2026

4571 STATE ROAD 776, VENICE,

FL 34293

100% CONSTRUCTION

DOCUMENTS

24-015

4571 STATE ROAD 776

N

LOCAL MAP

EN

G

LEW

O

O D

RD

JACARANDA BLVD

ABALONE RD

SHEET INDEX

1-COVER SHEET

CS0.0 COVER SHEET

2-GENERAL

G0.0 GENERAL

G0.1 PROJECT STANDARDS

3-ARCHITECTURAL SITE

AS1.0 ARCHITECTURAL SITE PLAN

AS1.1 ARCHITECTURAL SITE DETAILS

6-ARCHITECTURAL

A0.0 BUILDING CODE SUMMARY

A0.1 LIFE SAFETY PLAN - FIRST FLOOR

A0.2 WALL TYPES AND ASSOCIATED DETAILS

A1.0 FIRST FLOOR DEMOLITION PLAN

A1.1 FIRST FLOOR CEILING DEMOLITION PLAN

A2.0 FLOOR PLAN

A2.1 REFLECTED CEILING PLAN

A2.3 FIRST FLOOR FINISH PLAN

A3.0 EXTERIOR ELEVATIONS

A3.1 EXTERIOR ELEVATIONS

A4.0 BUILDING SECTIONS

A4.5 WALL SECTIONS

A4.6 WALL SECTIONS

A4.7 WALL SECTION

A5.0 ENLARGED FLOOR PLANS AND INTERIOR ELEVATIONS

A5.1 ENLARGED FLOOR PLANS AND INTERIOR ELEVATIONS

A5.2 INTERIOR ELEVATIONS

A5.3 INTERIOR ELEVATIONS

A6.0 DOOR SCHEDULE AND DETAILS

A6.1 DOOR AND STOREFRONT DETAILS

A7.1 DETAILS

A7.2 DETAILS

A7.3 DETAILS

A7.4 DETAILS

A7.5 DETAILS

A7.6 DETAILS

7-STRUCTURAL

S-001 GENERAL NOTES

S-002 STRUCTURAL LEGEND AND ABBREVIATIONS

S-101 FOUNDATION PLAN

S-102 FRAMING PLAN

S-200 FOUNDATION SECTIONS

S-300 TYPICAL DETAILS & FRAMING SECTIONS

8-MECHANICAL

M0.1 LEGENDS AND GENERAL NOTES

M0.2 SPECIFICATIONS

M1.0 OVERALL FLOOR PLAN - PHASE SCOPE

M2.0 FIRST FLOOR DEMOLITION PLAN - OFFICE

M2.1 FIRST FLOOR DEMOLITION PLAN - APPARATUS BAY

M3.0 PROPOSED FIRST FLOOR PLAN - OFFICE

M3.1 PROPOSED FIRST FLOOR PLAN - APPARATUS BAY

M4.0 ROOF PLAN - APPARATUS BAY

M5.0 SCHEDULES

M6.0 DETAILS

9-PLUMBING

P0.1 LEGENDS AND GENERAL NOTES

P0.2 SPECIFICATIONS

P1.0 FIRST FLOOR DEMOLITION PLAN

P2.0 PROPOSED FIRST FLOOR PLAN -GRAVITY

P2.1 PROPOSED FIRST FLOOR PLAN - PRESSURE

P3.0 RISER DIAGRAMS

P4.0 SCHEDULES

P5.0 DETAILS

10-FIRE PROTECTION

FP0.1 LEGENDS AND GENERAL NOTES

FP0.2 SPECIFICATIONS

FP1.0 FIRST FLOOR DEMOLITION PLAN

FP2.0 PROPOSED FIRST FLOOR PLAN

FP2.1 PROPOSED FIRST FLOOR PLAN

11-ELECTRICAL

A4.10 LIGHTING PLAN

E0.1 LEGENDS AND GENERAL NOTES

E0.2 SPECIFICATIONS

E0.3 SPECIFICATIONS

E1.0 DEMOLITION FLOOR PLAN

E1.1 DEMOLITION FLOOR PLAN NOTES

E2.0 SITE PLAN

E3.0 ELECTRICAL PLAN

E3.1 LIGHTING PLAN

E4.0 RISER DIAGRAMS

E4.1 REVISED POWER DISTRIBUTION

E5.0 SCHEDULES - EXISTING

E5.1 SCHEDULES - NEW

E5.2 SCHEDULES - PROPOSED NEW XFMR

E5.3 PROPOSED NEW UTILITY TRANSFORMER POWER

DISTRIBUTION SITE PLAN

E6.0 ELECTRICAL DETAILS 1

E6.1 ELECTRICAL DETAILS 2

E6.2 ELECTRICAL DETAILS 3

E6.3 FIRE ALARM DETAILS 1

E6.4 FIRE ALARM DETAILS 2

AB

A/C

ACC

ACCU

ACI

ACOUS

ACT

ADA

ADJ

AFF

AHU

AISC

AISI

ALT

ALUM

ANOD

APPROX

ARCH

ARD

ASTM

AUTO

AV

AWP

AWS

ANCHOR BOLT

AIR CONDITIONING

ACCESSIBLE

AIR COOLED CONDENSING UNIT

AMERICAN CONCRETE INSTITUTE

ACOUSTICAL

ACOUSTIC CEILING TILE

AMERICAN DISABILITY ACT

ADJUSTABLE

ABOVE FINISHED FLOOR

AIR HANDLING UNIT

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AMERICAN IRON AND STEEL INSTITUTE

ALTERNATE

ALUMINUM

ANODIZED

APPROXIMATE

ARCHITECT(URAL)

AUXILLARY ROOF DRAIN

AMERICAN SOCIETY FOR TESTING AND MATERIALS

AUTOMATIC

AUDIO VISUAL

ACOUSTICAL WALL PANEL

AMERICAN WELDING SOCIETY

BD

BLDG

BLKG

BRG

BRK

BTWN

BTM

BOARD

BUILDING

BLOCKING

BEARING

BRICK

BETWEEN

BOTTOM

CAB

CAT

CB

CEM

CER

CFMF

CG

CH

CI

CIP

CJ

CL

CLG

CLO

CLR

CMT

CMU

CNTR

CO

COL

CONC

COND

CONF

CONN

CONST

CONT

CONSTR

COORD

CORR

CPT

CSK

CT

CTR

CUST

CW

CU

CUH

CU YD

CABINET

CATEGORY

CATCH BASIN / CORNER BEAD

CEMENT

CERAMIC

COLD FORMED METAL FRAMING

CORNER GUARD

COAT HOOK

CAST IRON

CAST-IN-PLACE

CONTROL JOINT

CENTER LINE

CEILING

CLOSET

CLEAR

CERAMIC MOSAIC TILE

CONCRETE MASONRY UNIT

COUNTER

CLEAN-OUT

COLUMN

CONCRETE

CONDENSER

CONFERENCE

CONNECTION

CONSTRUCTION

CONTINE(UOUS)

CONTRACT(OR)

COORDINATE

CORRIDOR

CARPET

COUNTER SUNK

CERAMIC TILE

CENTER

CUSTODIAL

COLD WATER

CUBIC

CABINET UNIT HEATER

CUBIC YARD

D

DBL

DEMO

DEPT

DET

DF

DI

DIA

DIAG

DIM

DISP

DIV

DL

DMPF

DN

DR

DS

DW

DWG

DWL

DEPTH

DOUBLE

DEMOLITION

DEPARTMENT

DETAIL

DRINKING FOUNTAIN

DE-IONIZED WATER

DIAMETER

DIAGONAL

DIMENSION

DISPENSER

DIVISION

DEAD LOAD

DAMP PROOFING

DOWN

DRAIN, DOOR, DRIVE

DOWNSPOUT

DISHWASHER

DRAWING

DOWEL

E

EA

EB

EC

EF

EIFS

EJ

EL

ELAS

ELEC

ELEV

EM

EMERG

ENCL

ENGR

EOS

EP

EQ

EQUIP

ES

ETC

ETR

EW

EWC

EXC

EXIST

EXP

EXT

EAST

EACH

EXPANSION BOLT

ELECTRICAL CONTRACT(OR)

EACH FACE

EXTERIOR INSULATION AND FINISH

EXPANSION JOINT

ELEVATION

ELASTOMERIC

ELECTRICAL

ELEVATOR

ENTRY MAT, EXPANDED METAL

EMERGENCY

ENCLOSURE

ENGINEER

EDGE OF SLAB

ELECTRIC PANEL

EQUAL

EQUIPMENT

EMERGENCY SHOWER

ET CETERA

EXISTING TO REMAIN

EACH WAY

ELECTRIC WATER COOLER

EXCAVATION, EXCAVATE

EXISTING

EXPANSION

EXTERIOR, EXTINGUISHER

FA

FAAP

FACP

FD

FDC

FDTN

FE

FEC

FF

FFE

FG

FIN

FIXT

FJ

FL

FLASH

FLOUR

FO

FP

FRTW

FT

FTG

FURN

FUT

FWC

FIRE ALARM

FIRE ALARM ANNUNCIATOR PANEL

FIRE ALARM CONTROL PANEL

FLOOR DRAIN

FIRE DEPARTMENT CONNECTION

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISH FLOOR

FIXTURE, FINISHES, + EQUIPMENT

FIBERGLASS

FINISH(ED)

FIXTURE

FINGER JOINT

FLOOR(ING)

FLASHING

FLOURESCENT

FINISHED OPENING

FIRE PROTECTION, FIRE PROOF

FIRE RETARDANT TREATED WOOD

FOOT, FEET

FOOTING

FURNITURE, FURNISH

FUTURE

FABRIC WALL COVERING

GA

GAL

GALV

GB

GC

GL

GD

GR

GWT

GYP

GYP BD

GYP PLAS

GAUGE

GALLON

GALVANIZED

GRAB BAR

GENERAL CONTRACT(OR)

GLASS

GROUND

GRADE, GROSS

GLAZED WALL TILE

GYPSUM

GYPSUM BOARD

GYPSUM PLASTER

H

HB

HC

HCP

HDW

HDWD

HM

HO

HORIZ

HP

HR

HSS

HT

HVAC

HW

HYD

HEIGHT

HOSE BIBB

HOLLOW CORE

HANDICAPPED

HARDWARE

HARDWOOD

HOLLOW METAL

HOLD-OPEN

HORIZON

HIGH POINT

HOUR, HANDRAIL

HOLLOW STRUCTURAL SECTION

HEIGHT

HEATING, VENTILATION, AIR CONDITIONING

HOT WATER

HYDRANT

ID

IN

INCL

INFO

INSUL

INT

INV

INSIDE DIAMETER

INCH

INCLUDE

INFORMATION

INSULATION

INTERIOR

INVERT

JAN

JST

JT

JANITOR

JOIST

JOINT

K

KO

KPL

KIP (1000 LBS)

KNOCKOUT

KICK PLATE

L

LAB

LAM

LAV

LB

LF

LH

LIN

LL

LOC

LT

LTG

LITER, LONG, ANGLE

LABORATORY

LAMINATE

LAVATORY

POUND

LINEAR FOOT (FEET)

LEFT HAND

LINEAR

LIVE LOAD

LOCATION

LIGHT

LIGHTING

M

MACH

MAINT

MAS

MATL

MAX

MC

MDF

MDO

MECH

MEPF

MEZZ

MFR

MH

MICRO

MIN

MISC

MKBD

MLWK

MM

MNT

MO

MR

MTL

MUL

METER

MACHINE

MAINTENANCE

MASONRY

MATERIAL

MAXIMUM

MECHANICAL CONTRACT(OR)

MEDIUM DENSITY FIBERBOARD

MEDIUM DENSITY OVERLAY PLYWOOD

MECHANICAL

MECHANICAL, ELECTRICAL, PLUMBING,

& FIRE PROTECTION

MEZZANINE

MANUFACTURER

MAN HOLE

MICROWAVE

MINIMUM

MISCELLANEOUS

MARKERBOARD

MILLWORK

MILLIMETER

MOUNT

MASONRY OPENING

MOISTURE RESISTANT

METAL

MULLION

N N/A

NAT

NIC

NO

NOM

NORM

NRC

NTS

NORTH

NOT APPLICABLE

NATURAL

NOT IN CONTRACT

NUMBER

NOMINAL

NORMAL

NOISE REDUCTION COEFFICIENT

NOT TO SCALE

OC

OD

OFF

OH

OH DR

OPNG

OPP

OPT

OVHD

OZ

ON CENTER

OUTSIDE DIAMETER

OFFICE

OPPOSITE HAND

OVERHEAD DOOR

OPENING

OPPOSITE

OPTIONAL, OPTIMUM

OVERHEAD

OUNCE

PA

PBD

PC

PCC

PCT

PED

PEMB

PEND

PER

PERF

PERP

PH

PL

PLAM

PLAS

PLF

PLUMB

PLYWD

PO

POL

PREFAB

PREFIN

PREP

PROJ

PSF

PSI

PT

PTD

PVC

PVG

PUBLIC ADDRESS

PARTICLE BOARD

PLUMBING CONTRACT(OR)

PRECAST CONCRETE

PORCELAIN CERAMIC TILE

PEDESTAL

PRE-ENGINEERED METAL BUILDING

PENDANT

PERIOD

PERFORATED

PERPENDICULAR

PHONE

PLASTIC

PLASTIC LAMINATE

PLASTER

POUNDS PER LINEAR FOOT

PLUMBING

PLYWOOD

POTABLE

POLISHED

PRE-FABRICATED

PRE-FINISHED

PREPARATION

PROJECT

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PRESSURE TREATED

PAINT, PAINTED

POLYVINYL CHLORIDE (PLASTIC)

PAVING

QT

QTR

QTY

QUARRY TILE

QUARTER

QUANTITY

R

RA

RB

RCP

RD

REBAR

REC

REF

REINF

REQ

RESIL

REV

RF

RFG

RH

RM

RO

ROW

RR

RS

RTU

RV

RW

RWB

RISER, RADIUS

RETURN AIR

RUBBER BASE, RESILIENT BASE

REFLECTED CEILING PLAN

ROOF DRAIN

REINFORCING STEEL BAR

RECESSED

REFRIGERATOR

REINFORCE

REQUIRED

RESILIENT

REVISION

RESILIENT FLOOR

ROOFING

RIGHT HAND, ROOF HATCH

ROOM

ROUGH OPENING

RIGHT OF WAY

RESTROOM

ROUGH SAW

ROOF TOP UNIT

ROOF VENT

RAIN WATER

RUBBER WALL BASE

S

SAB

SAN

SC

SCHED

SD

SEAL

SECT

SF

SHR

SHT

SIM

SOG

SP

SPA

SPEC

SPKR

SPKLR

SQ

SRD

SS

SSM

SST

STC

STD

STIFF

STL

STOR

STR

STRUCT

SUSP

SV

SY

SOUTH

SOUND ATTENUATION BATT

SANITARY

SOLID CORE

SCHEDULE

STORM DRAIN

SEALER ON FLOOR (FINISH)

SECTION

SQUARE FOOT (FEET)

SHOWER

SHEET

SIMILAR

SLAB ON GRADE

STANDPIPE, SUMP PIT

SPACES

SPECIFICATION

SPEAKER

SPRINKLER

SQUARE

SECONDARY ROOF DRAIN

SERVICE SINK

SOLID SURFACE MATERIAL

STAINLESS STEEL

SOUND TRANSMISSION CLASS

STANDARD

STIFFENER

STEEL

STORAGE

STRAIGHT, STRINGERS

STRUCTURAL

SUSPENDED

SHEET VINYL

SQUARE YARD

T

TEL

TEMP

TERR

THRES

THK

TKBD

TMPD

TOC

TOM

TOPO

TOS

TOW

TPD

TS

TV

TYP

T&G

TREAD

TELEPHONE

TEMPORARY

TERRAZZO

THRESHOLD

THICK(NESS)

TACKBOARD

TEMPERED

TOP OF CONCRETE

TOP OF MASONRY

TOPOGRAPHY, TOPOGRAPHIC

TOP OF STEEL

TOP OF WALL

TOILET PAPER DISPENSER

TUBE STEEL

TELEVISION

TYPICAL

TONGUE & GROOVE

U

UC

UCL

UGND

UL

UNEX

UNFIN

UON

UTIL

HEAT TRANSFER COEFFICIENT

UNDERCUT

UNDER CABINET LIGHTING

UNDERGROUND

UNDERWRITER'S LABORATORY

UNEXCAVATED

UNFINISHED

UNLESS OTHERWISE NOTED

UTILITY

VCT

VENT

VERT

VEST

VIF

VIN

VOL

VINYL COMPOSITION TILE

VENTILATION

VERTICAL

VESTIBULE

VERIFY IN FIELD

VINYL

VOLUMN

W W/

WC

WD

WH

W/O

WP

WSCT

WT

WWM

WIDTH, WEST

WITH

WATER CLOSET, WALL COVERING

WOOD

WATER HEATER

WITHOUT

WATERPROOFING

WAINSCOT

WEIGHT, WATERTIGHT, WATER TABLE

WELDED WIRE MESH

EACH DRAWING IS IDENTIFIED BY THE SHEET NUMBER IN THE LOWER RIGHT HAND

CORNER OF THE TITLEBLOCK. EXAMPLE: A3.1

1. DISCIPLINE: THE FIRST LETTER INDICATES THE DISCIPLINE THAT CREATED THE

DRAWINGS

(I.E. A = ARCHITECTURAL).

2. DETAIL IDENTIFICATION: THE LETTER OR NUMBER AT THE END OF A DETAIL

REFERENCE SYMBOL

(EXAMPLE: A-1/A8.1) INDICATES REFERENCE TO A SPECIFIC DRAWING OR DETAIL

POSITION ON THE SHEET.

DISCIPLINES:

DISCIPLINES ARE ORGANIZED IN THE FOLLOWING MANNER (AS REQUIRED):

CS COVER SHEET

G GENERAL

AS ARCHITECTURAL SITE

C CIVIL

LA LANDSCAPE

A ARCHITECTURAL

S STRUCTURAL

M MECHANICAL / HVAC

P PLUMBING

FP FIRE PROTECTION

E ELECTRICAL

T TECHNOLOGY

FS FOOD SERVICE

SPECIALTY (I.E. ACOUSTICS, AUDIO / VISUAL, LAUNDRY)

CATEGORIES:

CATEGORIES ARE ORGANIZED IN THE FOLLOWING MANNER (AS REQUIRED):

A0.X CODE COMPLIANCE / LIFE SAFETY

A0.X WALL TYPES AND ASSOCIATED DETAILS

A1.0 DEMOLITION PLANS, AND DEMOLITION ELEVATIONS

A2.0 FLOOR PLANS, RCP PLANS, ROOF, FINISH PLANS, SIGNAGE PLANS, FURNITURE

PLANS

A3.0 EXTERIOR ELEVATIONS

A4.0 BUILDING SECTIONS, WALL SECTIONS

A5.0 ENLARGED TOILET ROOM PLANS, ENLARGED PLANS, INTERIOR ELEVATIONS,

ENLARGED STAIR / ELEVATOR PLANS AND SECTIONS

A6.0 SCHEDULES; DOOR, WINDOW, CURTAIN WALL, ROOM FINISH, ASSOCIATED

DETAILS

A7.0 EXTERIOR DETAILS AND PLAN DETAILS, ROOF DETAILS

A8.0 INTERIOR DETAILS; CASEWORK, MILLWORK, ETC.

A9.0 SPECIFICATIONS (IF NO PROJECT MANUAL PROVIDED)

GENERAL NOTES:

1. THESE DOCUMENTS ARE PRIMARILY CONCERNED WITH DESCRIBING THE PROJECT'S DESIGN

INTENT. THE ARCHITECT IS THE PARTY RESPONSIBLE FOR ESTABLISHING AND MAINTAINING

THE PROJECT'S DESIGN DIRECTION. FORWARD ANY QUESTIONS RELATED TO THESE

MATTERS TO THE ARCHITECT WHENEVER THEY ARISE.

2. THESE DOCUMENTS ARE NOT INTENDED TO DESCRIBE THE MEANS OR METHODS OF

CONSTRUCTION. THOSE MATTERS REMAIN THE RESPONSIBILITY OF THE CONTRACTOR.

3. EXHAUSTIVE RECONNAISSANCE WAS NOT CONDUCTED AT THE PROJECT SITE PRIOR TO

CONSTRUCTION; UNFORSEEN FIELD CONDITIONS MAY EXIST. THE CONTRACTOR IS

RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THESE

DOCUMENTS AND ACTUAL FIELD CONDITIONS BEFORE PROCEEDING WITH THE WORK.

4. PROVIDE COMPLETE PROJECT SYSTEMS AND COMPONENTS INDICATED ON THE PROJECT

DOCUMENTS.

5. THE CONTRACTOR SHALL WORK WITHIN THE AREA BOUNDARIES INDICATED IN THE PROJECT

DOCUMENTS, AND SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, REGULATIONS,

AND ORDINANCE REQUIREMENTS. OCCUPANTS ADJACENT TO THE PROJECT AREA

BOUNDARIES SHALL CONTINUE UNINTERRUPTED OCCUPANCY.

6. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY FIELD CONDITIONS AND

COORDINATION WITH THE PROJECT DOCUMENTS PRIOR TO PROCEEDING WITH THE WORK.

7. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE THE WORK WITH ALL

REQUIREMENTS INDICATED IN THE PROJECT DOCUMENTS.

8. THE CONTRACTOR SHALL PERFORM THE WORK AT THE PROJECT SITE DURING NORMAL

BUSINESS HOURS, UNLESS OTHERWISE NOTED.

9. THE CONTRACTOR SHALL COORDINATE THE WORK WITH EQUIPMENT, FURNISHINGS, AND

SYSTEMS PROVIDED BY THE OWNER.

10. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE DRAWINGS FOR FULL SCOPE OF

WORK PRIOR TO BID AND DURING CONSTRUCTION.

12. EXTERIOR PERIMETER OF ALL LOUVERS OR OTHER ITEMS INSERTED IN OR PENETRATING AN

EXTERIOR WALL SHALL BE SEALED WITH BACKER ROD AND SEALANT WHETHER INDICATED

DRAWINGS OR NOT.

13. FLOOR FINISH TRANSITIONS/CHANGES SHALL OCCUR BELOW THE DOOR.

14. EVERY ATTEMPT HAS BEEN MADE TO INDICATE PERTINENT EXISTING UTILITIES AND

CONDITIONS AS ACCURATELY AS POSSIBLE FROM EXISTING SURVEYS, DRAWINGS AND

OTHER DATA. PRIOR TO THE BID FINALIZATION, CONTRACTORS SHALL WALK THE JOB SITE

AND SATISFY THEMSELVES TO EXISTING CONDITIONS. THE ARCHITECT SHALL BE CONSULTED

WHEN ANY QUESTION ARISES RELATIVE TO MATERIALS NOT SPECIFICALLY SHOWN OR

SPECIFIED.

15. ALL EXISTING WORK (CEILINGS, FLOORS, WALLS, PARTITIONS, FINISHES, ETC.) DISTURBED BY

NEW CONSTRUCTION, INCLUDING MECHANICAL, PLUMBING, AND ELECTRICAL, SHALL BE

PATCHED AND REPAIRED TO RESTORE SURFACES TO THE ORIGINAL CONDITION AFTER

INSTALLATION OF OTHER WORK.

16. PENETRATIONS THROUGH FIRE-RESISTANT CONSTRUCTION SHALL BE BUILT IN ACCORDANCE

WITH U.L. LISTED THROUGH PENETRATION FIRESTOP SYSTEMS. SEE CODE COMPLIANCE

PLAN FOR PARTITION LOCATIONS. PENETRATIONS THROUGH NON FIRE-RESISTANT RATED

HORIZONTAL ASSEMBLIES, NOT PROTECTED BY A SHAFT ENCLOSURE, SHALL HAVE ITS

ANNULAR SPACE FILLED WITH NON-COMBUSTABLE MATERIAL TO PREVENT THE PASSAGE OF

FLAME, SMOKE FUMES, AND HOT GASES. NON-COMBUSTABLE PENETRATING ITEMS SHALL

NOT PENETRATE MORE THAN 3 FLOOR ASSEMBLIES. COMBUSTABLE PENETRATING ITEMS

SHALL NOT PENETRATE MORE THAN 1 FLOOR ASSEMBLY.

17. IF THE CONTRACTOR, DURING THE PROGRESS OF WORK, DISCOVERS DISCREPENCIES

BETWEEN THE DRAWINGS AND SPECIFICATIONS, ERRORS AND/OR OMISSIONS, OR

DISCREPENCIES BETWEEN THE PHYSICAL CONDITION OF THE WORK AND THE CONTRACT

DOCUMENTS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING,

WHO SHALL PROMPTLY ADJUST THE SAME. WHETHER OR NOT AN ERROR IS BELIEVED TO

EXIST, DEVIATIONS FROM THE CONTRACT DOCUMENTS SHALL BE MADE ONLY AFTER

DIRECTION IN WRITING IS OBTAINED FROM THE ARCHITECT. WORK PERFORMED AFTER SUCH

DISCOVERY WITHOUT REVIEW AND DIRECTION BY THE ARCHITECT SHALL BE AT THE

CONTRACTOR'S RISK AND EXPENSE.

18. THE CONTRACTOR SHALLBE RESPONSIBLE FOR EXISTING AND PROPOSED MEASUREMENTS;

SHALL CHECK THE CONTRACT DOCUMENTS; SHALL REPORT DISCREPENCIES TO THE

ARCHITECT; AND SHALL FURNISH CORRECT DIMENSIONS TO ALL TRADES. THE CONTRACTOR

SHALL ALSO FURNISH CONSTRUCTION LINES AND DIMENSIONS REQUIRED IN THE

PERFORMANCE OF THE WORK. SCALED DIMENSIONS ARE NOT ACCEPTABLE.

19. WHENEVER THE DRAWINGS INDICATE EXISTING CONDITIONS OR OTHER CONSTRUCTION NOT

REQUIRED AS PART OF THE CONTRACT, IT IS UNDERSTOOD IT IS SHOWN AS A MATTER OF

INFORMATION, AND THE OWNER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. THE

CONTRACTOR SHALL MAKE THEMSELVES FAMILIAR WITH CONDITIONS AFFECTING THE

NATURE AND MANNER OF CONDUCTING THE WORK.

DEFINITIONS:

1. "TYPICAL" OR "TYP." INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED.

2. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO THE

CHARACTERISTICS FOR THE CONDITION NOTED.

3. "AS REQUIRED" OR "REQ." INDICATES THAT THE CONTRACTOR SHALL PROVIDE COMPONENTS

REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS.

4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE +

PLUMB RELATION ADJACENT MATERIALS.

DIMENSIONS:

1. DIMENSIONS ARE INDICATED TO THE CENTERLINE OF THE STRUCTURAL GRID, FACE OF

UNFINISHED CONCRETE WALL, NOMINAL FACE OF CMU WALL OR FACE OF UNFINISHED

PARTITION AS SCHEDULED, UNLESS OTHERWISE NOTED.

2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE +

PLUMB. ANY DISCREPANCY IN DIMENSIONS BETWEEN PLANS SHALL IMMEDIATELY BE

BROUGHT TO THE ATTENTION OF THE ARCHITECT.

3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE

REQUIREMENTS SHALL BE MAINTAINED.

4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS

OTHERWISE NOTED.

5. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF THE FINISH

MATERIAL, UNLESS OTHERWISE NOTED.

6. DOOR JAMBS IN FRAMED WALLS SHALL BE LOCATED 6 INCHES FROM ADJACENT WALLS,

UNLESS OTHERWISE NOTED. DOOR JAMBS IN CMU WALLS SHALL BE LOCATED 8 INCHES

FROM ADJACENT WALLS, UNLESS OTHERWISE NOTED.

A4.0

A

A

A1

CEILING HEIGHT

WINDOW TAG

BUILDING ELEVATION -

SHEET + DETAIL NUMBER

REVISION CLOUD +

REVISION NUMBER

KEYNOTE TAG

DETAIL + SHEET NUMBER

WALL SECTION

SHEET + DETAIL NUMBER

WALL TYPE

DOOR TAG: DOOR,

FRAME + HARDWARE

ELEVATION LEVEL

INDICATES FINISHED

SURFACES TO ALIGN

COLUMN AND / OR GRID LINE

NORTH ARROW

SUPPLY

N

ROOM NAME

ROOM NUMBER

ROOM AREA

SEE SHEET SEE SHEET

SEE SHEET SEE SHEET

MATCH LINE

CASED OPENING

8' - 0"

BUILDING SECTION

SHEET + DETAIL NUMBER

INTERIOR ELEVATION

SHEET + DETAIL NUMBER

ELEVATION SPOT

8' - 0"

250 S.F.

ROOM TAG

DRAWING ORGANIZATIONGENERAL CONSTRUCTION NOTES STANDARD DRAWING SYMBOLSARCHITECTURAL ABBREVIATIONS

101A

A101

X BY

YD YARD

101A

ALIGN

2TOILET ACCESSORY TAG

A3.0

DETAIL CALLOUT -

SHEET + DETAIL NUMBER

A6.2

A6.2

A4.0

A4.0

9'-0"

GYPSUM, SAND, MORTAR

CONCRETE

METAL STUD FRAMING

EARTH

PORTLAND CEMENT

PLASTER

CONCRETE MASONRY UNIT

BATT INSULATION

RIGID INSULATION

STANDARD MATERIAL SYMBOLS

STEEL

FINISHED WOOD

WOOD FRAMING

PLYWOOD

WOOD FRAMING (CUT)

DO NOT SCALE DIMENSIONS FROM THESE

DRAWINGS. WHEN INFORMATION IS NOT CLEARLY

PROVIDED, OBTAIN EXACT INFORMATION FROM

THE ARCHITECT BEFORE PROCEEDING WITH THE

WORK.

THE ARCHITECT IS NOT RESPONSIBLE FOR

CONSTRUCTION THAT IS NOT CARRIED OUT IN

ACCORDANCE WITH THESE CONSTRUCTION

DOCUMENTS. THE ARCHITECT IS NOT

RESPONSIBLE FOR DECISIONS AND

INTERPRETATIONS MADE BY THE CONTRACTOR,

OWNER, OR OTHER PARTIES.

COPYRIGHT 2026 HALL DARLING DESIGN STUDIO,

PA. DRAWINGS AND CONCEPTS MAY NOT BE

USED OR REPRODUCED WITHOUT THE WRITTEN

PERMISSION OF THE ARCHITECT.

GLENN DARLING, AIA AR 97844

ARCHITECT OF RECORD

GENERAL NOTES

Bennett & Pless

STRUCTURAL ENGINEER

47 Perimeter Center East, Suite 500 Atlanta, GA 30346

P: 941.955.4555

MEPF ENGINEER

coa #29304

ORIGINALS PRINTED AT 24" x 36"

Project No.

Date

Revisions:

Genesis Engineering

6700 Professional Pkwy W, Sarasota, FL 34240

P: 941.444.2189

SEAL

Hall Darling Design Studio, PA

AR97844

2168 Main Street Sarasota, FL 34237

P:941.917.0883

G0.1

PROJECT STANDARDS

SARASOTA COUNTY FLEET SOUTH

RENOVATION

06.26.2026

4571 STATE ROAD 776, VENICE,

FL 34293

100% CONSTRUCTION

DOCUMENTS

24-015

GRAVEL/PAVEMENT PARKING

S 89¡56'29"E (D) 400' (D)

1 2

EXISTING EDGE OF PAVEMENT

FUELING DEPOT

D

IE

SE

L

EXISTING EMERGENCY STANDBY

GENERATOR

EXISTING POWER POLE EXISTING EMERGENCY FPL

TRANSFORMER

EXISTING DUMPSTERS

EXISTING POWER POLE

CONCRETE SWALE

EXISTING CHAIN LINK FENCE

EXISTING DRAINAGE SYSTEM, NO

CHANGE

EXISTING EDGE OF PAVEMENT

EXISTING DRAINAGE SYSTEM, NO

CHANGE

EXISTING CHAIN LINK FENCE

EXISTING SOD

EXISTING SIDEWALK

NEW CONCRETE SIDEWALK

AND STAIRS

SO

D

NEW PRE-MANUFACTURED

ALUMINUM CANOPY

SYSTEM

NEW CIP CONCRETE WALL

NOT IN SCOPE

(HATCHED)

NOT IN SCOPE

(HATCHED)

NOT IN SCOPE

(HATCHED)NOT IN SCOPE

(HATCHED)

NOT IN SCOPE

(HATCHED)

NOT IN SCOPE

(HATCHED)

NOT IN SCOPE

(HATCHED)

EXISTING BUILDING

(PROPOSED WORK)

GRAVEL PAVEMENT PARKING

COUNTY PARCEL PROPERTY LINE

C O

U N

TY

P

AR

C

EL

P

R O

PE

R

TY

L

IN

E

2'

/2

2'

6"

3'

0"

1" CONCRETE

CROWN

FILL W/ 3000 PSI

CONCRETE

6" DIAMETER

SCHEDULE 40 STEEL

PIPE WITH PAINTED

FINISH

CONCRETE

FOOTING, REFER

TO STRUCTURAL

6"

DO NOT SCALE DIMENSIONS FROM THESE

DRAWINGS. WHEN INFORMATION IS NOT CLEARLY

PROVIDED, OBTAIN EXACT INFORMATION FROM

THE ARCHITECT BEFORE PROCEEDING WITH THE

WORK.

THE ARCHITECT IS NOT RESPONSIBLE FOR

CONSTRUCTION THAT IS NOT CARRIED OUT IN

ACCORDANCE WITH THESE CONSTRUCTION

DOCUMENTS. THE ARCHITECT IS NOT

RESPONSIBLE FOR DECISIONS AND

INTERPRETATIONS MADE BY THE CONTRACTOR,

OWNER, OR OTHER PARTIES.

COPYRIGHT 2026 HALL DARLING DESIGN STUDIO,

PA. DRAWINGS AND CONCEPTS MAY NOT BE

USED OR REPRODUCED WITHOUT THE WRITTEN

PERMISSION OF THE ARCHITECT.

GLENN DARLING, AIA AR 97844

ARCHITECT OF RECORD

GENERAL NOTES

Bennett & Pless

STRUCTURAL ENGINEER

47 Perimeter Center East, Suite 500 Atlanta, GA 30346

P: 941.955.4555

MEPF ENGINEER

coa #29304

ORIGINALS PRINTED AT 24" x 36"

Project No.

Date

Revisions:

Genesis Engineering

6700 Professional Pkwy W, Sarasota, FL 34240

P: 941.444.2189

SEAL

Hall Darling Design Studio, PA

AR97844

2168 Main Street Sarasota, FL 34237

P:941.917.0883

AS1.0

ARCHITECTURAL SITE PLAN

SARASOTA COUNTY FLEET SOUTH

RENOVATION

06.26.2026

4571 STATE ROAD 776, VENICE,

FL 34293

100% CONSTRUCTION

DOCUMENTS

24-015

1" = 20'-0"AS1.0

1 PROPOSED CAMPUS SITE PLAN

N

3/4" = 1'-0"AS1.0

2 6" BOLLARD DETAIL

DN

3 541 2

AS1.1

A

B

C

1 2

EQ

T R

EA

D

S 4'

7"

1"

1"

9'

0"

3'

4"

1'

3"

EQ

T

R

EA

D S

4'

7" 1'

0"

LOADING DOCK

2.1

AS1.1

11' - 0" 7"

6" 6' - 4" 4' - 0" 9"

5'

1"

4'

9" 9'

0"

9'

0"

DOCK BUMPERS

CIP CONCRETE STAIR, SEE

STRUCT

ALUMINUM GUARDRAIL AND

HANDRAIL SYSTEM,

POWDER COAT FINISH

CIP CONCRETE STAIR, SEE

STRUCT

ALUMINUM GUARDRAIL AND

HANDRAIL SYSTEM,

POWDER COAT FINISH

CIP CONCRETE WALL, SEE

STRUCT

NEW 12" CMU WALL

STACKED OVER CIP

CONCRETE STEM WALL,

SEE STRUCT

EXISTING WALL (SHADED)

CIP

CONCRETE

SLAB, SEE

STRUCT

4" X 4" ALUMINUM CANOPY

DRAIN COLUMN (DC), TYP

LINE OF CANOPY ABOVE

(DASHED)

DC

AS1.1

AS1.1

EQ

EQ7'

- 8

GUARDRAIL)

8'

- 7

1/ 2"

1'

0" M

IN

1'

0"

M

IN

1'

0" M

IN

1'

0"

M

IN

5°

8'

- 0

WALL

7' - 4" 4' - 9"

4' - 1" 8' - 0"

12' - 1"

A4.5

SWING GATE

AS1.1

FIRST FLOOR

3' - 4"

GROUND LEVEL

0' - 0"

H

AN

D R

AI

L

H T

3'

0"

G U

AR

D

R

AI

L H

T 3'

6"

CIP CONCRETE STAIR, SEE

STRUCT

ALUMINUM GUARDRAIL AND

HANDRAIL SYSTEM,

POWDER COAT FINISH

CIP CONCRETE WALL, SEE

STRUCT

4" X 4" ALUMINUM CANOPY

DRAIN COLUMN (DC), TYP

CIP CONCRETE SIDEWALK,

SEE CIVIL

CIP CONCRETE SLAB, SEE

STRUCT

RETURN HANDRAIL TO

FLOOR, BOTH ENDS

CANOPY BEAM

8"

CANOPY FLAT DECK PAN,

SLOPE AWAY FROM

BUILDING

CANOPY 6" FASCIA

CANOPY FRONT 6" GUTTER

FASCIA

9'

0"

6" 6"

FIRST FLOOR

3' - 4"

GROUND LEVEL

0' - 0"

G U

AR

D

R

AI

L H

T 3'

6"

H

AN

D R

AI

L

H T

3'

0"

EQ EQ

EQ

R

IS

ER

S

3'

4"

NEW CIP CONCRETE STAIR,

SEE STRUCT

NEW ALUMINUM GUARDRAIL

AND HANDRAIL SYSTEM

CIP CONCRETE SIDEWALK,

SEE CIVIL

NEW CIP CONCRETE SLAB,

SEE STRUCT

RETURN HANDRAIL TO

GUARDRAIL POST

RETURN HANDRAIL TO

GUARDRAIL POST

6' - 4 1/2"

FIRST FLOOR

3' - 4"

LOWER ROOF

13' - 4"

GROUND LEVEL

0' - 0"

H

AN

D R

AI

L

H T

3'

0"

HANDRAIL SYSTEM,

POWDERCOAT FINISH

EXPOSED CIP CONCRETE

WALL

CIP CONCRETE STAIR, SEE

STRUCT

RETURN HANDRAIL TO

WALL, BOTH ENDS

CIP CONCRETE SIDEWALK,

SEE CIVIL

CANOPY 6" FASCIA

CIP CONCRETE SLAB, SEE

STRUCT

CANOPY BEAM, ATTACH TO

WALL

CANOPY FLAT DECK PAN,

SLOPE AWAY FROM

BUILDING

CANOPY BACK RAIL

DIMENSIONAL LETTERS

SIGNAGE AND LOGO,

SURFACE MOUNT TO WALL

CEMENT PLASTER FINISH,

SMOOTH, PAINT

6" 2' - 9" 2' - 9" 6"

EXISTING BUILDING

6' - 6"

2'

0" 1'

6"

1'

6" 1'

6"

1'

6" 2'

0"

1" CEMENT PLASTER

REVEAL, TYP

A4.5

FIRST FLOOR

3' - 4"

GROUND LEVEL

0' - 0"

EQ

R

IS

ER

S

3'

4"

RETURN HANDRAIL TO

WALL

NEW CIP CONCRETE STAIR,

SEE STRUCT

NEW ALUMINUM GUARDRAIL

AND HANDRAIL SYSTEM

CIP CONCRETE SIDEWALK,

SEE CIVIL

RETURN HANDRAIL TO

GUARDRAIL POST

NEW CIP CONCRETE SLAB,

SEE STRUCT

EQ EQ

G U

AR

D

R

AI

L H

T 3'

6"

H

AN

D R

AI

L

H T

3'

0"

6' - 2 1/2"

AS1.1

R

IS

ER

TREAD

3/4" NOSING

R 1/4"

PROVIDE ANTI-SLIP FINISH

ON TREAD SURFACE, SLOPE

TO ALLOW WATER RUN-OFF

ABRASIVE NOSING STRIP

(BOD: BALCO PC-150 TYPE7)

8"

EQ EQ

JOINT FILLER

4 1/2"

HANDRAIL POST

GUARDRAIL POST

NEW CIP CONCRETE SLAB,

SEE STRUCT

NEW CIP CONCRETE WALL,

SEE STRUCT

8"

4"

GUARDRAIL POST

FIRST FLOOR

3' - 4"

+/- 7' - 1 3/4"

ALUM POST, POWDER COAT

FINISH

1 1/4'' DIAMETER ALUM

TUBE GUARDRAIL SYSTEM, POWDER

COAT FINISH

1 1/4'' DIAMETER ALUM

VERTICAL PIPE BALUSTER, POWDER

COAT FINISH

4" T

YP HEAVY DUTY HINGE

3"

3'

6"

LATCH

1/4" = 1'-0"AS1.1

1 ENLARGED SITE PLAN - ENTRY

DO NOT SCALE DIMENSIONS FROM THESE

DRAWINGS. WHEN INFORMATION IS NOT CLEARLY

PROVIDED, OBTAIN EXACT INFORMATION FROM

THE ARCHITECT BEFORE PROCEEDING WITH THE

WORK.

THE ARCHITECT IS NOT RESPONSIBLE FOR

CONSTRUCTION THAT IS NOT CARRIED OUT IN

ACCORDANCE WITH THESE CONSTRUCTION

DOCUMENTS. THE ARCHITECT IS NOT

RESPONSIBLE FOR DECISIONS AND

INTERPRETATIONS MADE BY THE CONTRACTOR,

OWNER, OR OTHER PARTIES.

COPYRIGHT 2026 HALL DARLING DESIGN STUDIO,

PA. DRAWINGS AND CONCEPTS MAY NOT BE

USED OR REPRODUCED WITHOUT THE WRITTEN

PERMISSION OF THE ARCHITECT.

GLENN DARLING, AIA AR 97844

ARCHITECT OF RECORD

GENERAL NOTES

Bennett & Pless

STRUCTURAL ENGINEER

47 Perimeter Center East, Suite 500 Atlanta, GA 30346

P: 941.955.4555

MEPF ENGINEER

coa #29304

ORIGINALS PRINTED AT 24" x 36"

Project No.

Date

Revisions:

Genesis Engineering

6700 Professional Pkwy W, Sarasota, FL 34240

P: 941.444.2189

SEAL

Hall Darling Design Studio, PA

AR97844

2168 Main Street Sarasota, FL 34237

P:941.917.0883

AS1.1

ARCHITECTURAL SITE DETAILS

SARASOTA COUNTY FLEET SOUTH

RENOVATION

06.26.2026

4571 STATE ROAD 776, VENICE,

FL 34293

100% CONSTRUCTION

DOCUMENTS

24-015

3/8" = 1'-0"AS1.1

2 STAIR SECTION - ENTRY 1

3/8" = 1'-0"AS1.1

2.1 STAIR SECTION - LOADING 1

3/8" = 1'-0"AS1.1

3 STAIR SECTION - ENTRY 2

3/8" = 1'-0"AS1.1

5 STAIR SECTION - LOADING 2

1 1/2" = 1'-0"AS1.1

6 CONCRETE STAIR - NOSING

1 1/2" = 1'-0"AS1.1

7 GUARDRAIL/HANDRAIL EMBED

1 1/2" = 1'-0"AS1.1

8 GUARDRAIL EMBED

1/2" = 1'-0"AS1.1

9 SECTION -SWING GATE

BUILDING DATA & CODE REVIEW

PROJECT NAME:

HDDS PROJECT NUMBER:

SARASOTA COUNTY - SOUTH FLEET ADMINISTRATION BUILDING

24-015

PREPARED BY: MGG

DATE: 10/6/2025

FLORIDA BUILDING CODE - 2025

BUILDING DATA & CODE SUMMARY

OCCUPANCY CLASSIFICATION: (CHAPTER 3)

SINGLE

MIXED OCCUPANCY SEPARATED NON-SEPARATED

IF SEPARATED, FIRE RESISTANCE RATING OF FIRE BARRIER (TABLE 508.4) NONE HR

OCCUPANCY CLASSIFICATION(S): B, S-1

USE(S): OFFICE, MOTOR VEHICLE REPAIR GARAGE

CONSTRUCTION CLASSIFICATION: (SECTION 602): TYPE: VB

AUTOMATIC SPRINKLER SYSTEM PROVIDED: XYES NO

13R 13D13NFPA STANDARD:

REHABILITATION OF EXISTING STRUCTURES

FLORIDA BUILDING CODE EXISTING BUILDING 2017 - CLASSIFICATION OF WORK

(REFER TO CODE COMPLIANCE DRAWING FOR LOCATION OF WORK AREAS)

REPAIR (CHAPTER 6)

ALTERATION - LEVEL 1 (CHAPTER 7)

ALTERATION - LEVEL 2 (CHAPTER 7&8)

ALTERATION - LEVEL 3 (CHAPTER 7,8,&9)

CHANGE OF OCCUPANCY (CHAPTER 10)

ADDITIONS (CHAPTER 11)

HISTORIC BUILDINGS (CHAPTER 12)

RELOCATED BUILDINGS (CHAPTER 13)

RETROFITTING (CHAPTER 17)

HEIGHT & AREA - ACTUAL: (CHAPTER 5) TABLE 506.2

BUILDING HEIGHT HEIGHT IN FEET HEIGHT IN STORIES

FEET 1 STORY+/- 21'-10"

BUILDING AREA EXISTING TOTAL

SF 2,427 SFBUSINESS (B)

INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY (TABLE 803.11)

GROUP: B, S-1 SPRINKLERED:

XUNSPRINKLERED:

INTERIOR EXIT STAIRWAYS, RAMPS, AND PASSAGEWAYS: A

CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS:

ROOMS AND ENCLOSED SPACES:

FIRE PROTECTION SYSTEMS : (CHAPTER 9)

INDICATE SIZE AND LOCATION OF FIRE AREAS ON CODE COMPLIANCE DRAWING

FIRE PROTECTION SYSTEM REQUIRED PROVIDED SECTION

AUTOMATIC SPRINKLER NO 903

ALTERNATIVE AUTO FIRE-EXTINGUISHER SYS. 904

STANDPIPE 905

PORTABLE FIRE EXTINGUISHER 906

FIRE ALARM & DETECTION 907

EMERGENCY ALARM 908

SMOKE CONTROL SYSTEM 909

SMOKE & HEAT VENTS 910

FIRE COMMAND CENTER 911

FIRE DEPARTMENT CONNECTIONS 912

FIRE PUMPS 913

EMERGENCY RESPONDER SAFETY FEATURE 914

EMERGENCY RESPONDER RADIO COVERAGE 917

MEANS OF EGRESS: (CHAPTER 10)

DESIGN OCCUPANT LOAD SUMMARY - TABLE 1004.5

OCC TYPE DESIGN OCCUPANT LOAD

BUSINESS 17

TOTAL: 71

ARE AREAS OF REFUGE REQUIRED?

YES

X NO

MEANS OF EGRESS ELEMENT REQUIRED PROVIDED SECTION

NUMBER OF EXITS 2 3 1006

EXIT ACCESS TRAVEL DISTANCE 200' 75'-3" TABLE 1017.2

DEAD END LIMIT 20' 16' - 9" 1020.5

MINIMUM CORIDOR WIDTH 36" 54" TABLE 1020.3

NUMBER OF EXITS

AND EXIT WIDTH

FROM EACH LEVEL

REQUIRED PROVIDED

GROUND / FIRST NA NA

NUMBER OF EXITS

REQUIRED PROVIDED

2 3

STAIRS

EXIT WIDTH

REQUIRED PROVIDED

XX 114"

OTHER EGRESS COMPONENTS

WATER CLOSETS 1/25 FIRST 50 & 1/50

REMAINING

URINALS NO MORE THAN HALF

OCC.

SERVED

3 2

1 1

PLUMBING FIXTURE REQUIREMENTS: FBC 2023 - PLUMBING (TABLE 403.1)

MALE

OCC. LOAD

FACTOR

FIXTURES

REQUIRED

FIXTURES

PROVIDED

LAVATORIES

UNISEX W.C.

UNISEX LAV.

71 2 1

1 1

1 1

MALE

BATHTUB / SHOWER(S) NA71 NA 1

MALE

DRINKING FOUNTAIN(S) 1/10071 1 2

SERVICE SINK(S) 71 1 1

*SECTION 403.1.3 POTTY PARITY - 3:2 RATIO IN ASSEMBLY OCCUPANCY

TOILET FACILITY SIGNAGE COMPLIES?

(SECTION 403.4)

X YES NO

OTHER PLUMBING FIXTURE REQUIREMENTS?

X

X

B

C

NO

NO

YES

YES

NO

NO

NO

NO

YES

NO

NO

NO

NO

NO

NO

YES

YES

NO

NO

NO

NO

YES

NO

NO

NO

2,427

B

B

B

C

S-1

MV REPAIR (S-1) SF 7,560 SF7,560

UNCONDITIONED

STORAGE (S-1)

SF 922

TOTAL 10,909

AUTO REPAIR

MECH/STORAGE

SF

1/40 FIRST 80 & 1/80

REMAINING

X (BREEZEWAY BEING ENCLOSED ONLY)

(ALL OTHER AREAS IN SCOPE)

DO NOT SCALE DIMENSIONS FROM THESE

DRAWINGS. WHEN INFORMATION IS NOT CLEARLY

PROVIDED, OBTAIN EXACT INFORMATION FROM

THE ARCHITECT BEFORE PROCEEDING WITH THE

WORK.

THE ARCHITECT IS NOT RESPONSIBLE FOR

CONSTRUCTION THAT IS NOT CARRIED OUT IN

ACCORDANCE WITH THESE CONSTRUCTION

DOCUMENTS. THE ARCHITECT IS NOT

RESPONSIBLE FOR DECISIONS AND

INTERPRETATIONS MADE BY THE CONTRACTOR,

OWNER, OR OTHER PARTIES.

COPYRIGHT 2026 HALL DARLING DESIGN STUDIO,

PA. DRAWINGS AND CONCEPTS MAY NOT BE

USED OR REPRODUCED WITHOUT THE WRITTEN

PERMISSION OF THE ARCHITECT.

GLENN DARLING, AIA AR 97844

ARCHITECT OF RECORD

GENERAL NOTES

Bennett & Pless

STRUCTURAL ENGINEER

47 Perimeter Center East, Suite 500 Atlanta, GA 30346

P: 941.955.4555

MEPF ENGINEER

coa #29304

ORIGINALS PRINTED AT 24" x 36"

Project No.

Date

Revisions:

Genesis Engineering

6700 Professional Pkwy W, Sarasota, FL 34240

P: 941.444.2189

SEAL

Hall Darling Design Studio, PA

AR97844

2168 Main Street Sarasota, FL 34237

P:941.917.0883

A0.0

BUILDING CODE SUMMARY

SARASOTA COUNTY FLEET SOUTH

RENOVATION

06.26.2026

4571 STATE ROAD 776, VENICE,

FL 34293

100% CONSTRUCTION

DN

52 SF

RESTROOM

82 SF

RESTROOM

120 SF

OFFICE

358 SF

BREAK ROOM

165 SF

LOCKER ROOM

435 SF

OPEN OFFICE

WS 1 WS 2

841 SF

NAPA ROOM

E

56 SF

MECH

89 SF

ENTRY

LOADING DOCK

H

VA

C

MONUMENTAL SIGN

LOCATION TBD

REF

ICE

CLOTHING ROD

HW

ABOVE

A

B

C

D

2412 SF

EXISTING SHOP

787 SF

ENCLOSED STORAGE

FE

C

FE

C

FE

SALVAGE FOR REINSTALLATION

FE

SALVAGE FOR REINSTALLATION

FE

FE

SALVAGE FOR REINSTALLATION

EXISTING AED

24 SF

JAN.

EMERGENCY EXIT SIGN

FIRE ALARM PULL STATION

FIRE ALARM SPEAKER

STROBE COMBINATION

SIGNAL

SYMBOL LEGEND

F

FIRE ALARM SPEAKER

STROBE COMBINATION

SIGNAL

NOTE: SEE ELECTRICAL AND FIRE PROTECTION DRAWINGS

FOR ADDITIONAL INFORMATION

EGRESS LEGEND

3'-0" DOOR

PAIR 3'-0" DOOR

34" / .2" PER OCCUPANT = 170 OCCUPANTS TOTAL

68" / .2" PER OCCUPANT = 340 OCCUPANTS TOTAL

1 HOUR FIRE RATED BARRIER

LINE TYPE LEGEND

68"

34"

2 HOUR FIRE RATED BARRIER2FB

1FB

EGRESS ACCESS TRAVEL DISTANCEE.A.T.D. = X'-X"

FIRE EXTINGUISHER LEGEND

FE FIRE EXTINGUISHER - BRACKET MOUNTED

FIRE EXTINGUISHER - SEMI-RECESSED /

RECESSED MOUNTED

1. FIRE EXTINGUISHERS AND

CABINETS TO BE PROVIDED AND

INSTALLED BY CONSTRUCTION

MANAGER.

2. FIRE EXTINGUISHER SELECTION

AND INSTALLATION SHALL COMPLY

WITH NFPA 10

3. FIRE EXTINGUISHERS SHALL BE

MOUNTED AT A MAX HEIGHT OF 48"

TO THE HANDLE OF THE

EXTINGUISHER.SIGNAGE LEGEND

FEC

PROVIDE CODE MINIMUM SIGNAGE

FAAP

FACP

FIRE ALARM ANNUCIATOR

PANEL

FIRE ALARM CONTROL

PANEL

DO NOT SCALE DIMENSIONS FROM THESE

DRAWINGS. WHEN INFORMATION IS NOT CLEARLY

PROVIDED, OBTAIN EXACT INFORMATION FROM

THE ARCHITECT BEFORE PROCEEDING WITH THE

WORK.

THE ARCHITECT IS NOT RESPONSIBLE FOR

CONSTRUCTION THAT IS NOT CARRIED OUT IN

ACCORDANCE WITH THESE CONSTRUCTION

DOCUMENTS. THE ARCHITECT IS NOT

RESPONSIBLE FOR DECISIONS AND

INTERPRETATIONS MADE BY THE CONTRACTOR,

OWNER, OR OTHER PARTIES.

COPYRIGHT 2026 HALL DARLING DESIGN STUDIO,

PA. DRAWINGS AND CONCEPTS MAY NOT BE

USED OR REPRODUCED WITHOUT THE WRITTEN

PERMISSION OF THE ARCHITECT.

GLENN DARLING, AIA AR 97844

ARCHITECT OF RECORD

GENERAL NOTES

Bennett & Pless

STRUCTURAL ENGINEER

47 Perimeter Center East, Suite 500 Atlanta, GA 30346

P: 941.955.4555

MEPF ENGINEER

coa #29304

ORIGINALS PRINTED AT 24" x 36"

Project No.

Date

Revisions:

Genesis Engineering

6700 Professional Pkwy W, Sarasota, FL 34240

P: 941.444.2189

SEAL

Hall Darling Design Studio, PA

AR97844

2168 Main Street Sarasota, FL 34237

P:941.917.0883

A0.1

LIFE SAFETY PLAN - FIRST

FLOOR

SARASOTA COUNTY FLEET SOUTH

RENOVATION

06.26.2026

4571 STATE ROAD 776, VENICE,

FL 34293

100% CONSTRUCTION

DOCUMENTS

24-015

1/4" = 1'-0"A0.1

1 LIFE SAFETY PLAN - FIRST FLOOR

N

PATH OF TRAVEL

Mark Length A 67' - 0" B 51' - 6" C 75' - 4" D 50' - 8 9/16"

TYPE

STUD SIZE FIRE RATING

TEST DESIGN

STC RATING

INSUL. THICKNESS

NOTES

NOTES

1-5/8" K0

WIDTH

2-1/4"

T.O. SLAB.

METAL STUD FRAMING,

SEE SCHEDULE BELOW.

UNDERSIDE OF STRUCTURE.

COMPRESSIBLE FILLER.

SEALANT.

TRACK.

5/8" TYPE "X" GYP. BD.

TYPE

STUD SIZE FIRE RATING

TEST DESIGN

STC RATING

INSUL. THICKNESS

NOTES

NOTES

3-5/8" P2

WIDTH

4-7/8"

T.O. SLAB.

METAL STUD FRAMING,

SEE SCHEDULE BELOW.

ACOUSTICAL INSULATION.

TRACK.

5/8" TYPE "X" GYP. BD.

TYPE

STUD SIZE FIRE RATING

TEST DESIGN

STC RATING

INSUL. THICKNESS

NOTES

NOTES

3-5/8" Q2

WIDTH

4-7/8"

T.O. SLAB.

METAL STUD FRAMING,

SEE SCHEDULE BELOW.

ACOUSTICAL INSULATION.

TRACK.

5/8" DENSGLASS

BACKER, EACH SIDE.

SCHED. EPOXY FINISH

EACH SIDE. UP TO 4'-0". SEE

INTERIOR ELEVATIONS.

TYPE

STUD SIZE FIRE RATING

TEST DESIGN

STC RATING

INSUL. THICKNESS

NOTES

NOTES

WIDTH

T.O. SLAB

METAL STUD FRAMING,

SEE SCHEDULE BELOW.

TRACK

5/8" DENSGLASS

BACKER.

SCHED. EPOXY FINISH UP

TO 4'-0". SEE INTERIOR

ELEVATIONS.

SCHED. CEILING

TYPE

STUD SIZE FIRE RATING

TEST DESIGN

STC RATING

INSUL. THICKNESS

NOTES

NOTES

3-5/8" O2

WIDTH

4-7/8"

T.O. SLAB.

METAL STUD FRAMING, SEE

SCHEDULE BELOW.

UNDERSIDE OF STRUCTURE.

COMPRESSIBLE FILLER.

ACOUSTICAL INSULATION.

SEALANT BOTH SIDES.

TRACK.

5/8" TYPE "X" GYP. BD.

EACH SIDE.

3-1/2"

O4 3-5/8"

4-7/8" 3-1/2"

1 HOUR

4-7/8" UL U419

3-5/8" S2

4-1/4" 3-1/2"

3-1/2"3-1/2"

5/8" DENSGLASS

BACKER.

SCHED. EPOXY FINISH UP

TO 4'-0". SEE INTERIOR

ELEVATIONS.

5/8" TYPE "X" GYP. BD.

ABOVE EPOXY 5/8" TYPE "X" GYP. BD.

ABOVE TILE, EACH SIDE.

2-1/2" K1

3-1/8"

3-5/8" K2

4-1/4"

TYPE

STUD SIZE FIRE RATING

TEST DESIGN

STC RATING

INSUL. THICKNESS

NOTES

NOTES

1-5/8" R1

WIDTH

2-1/4"

T.O. SLAB.

METAL STUD FRAMING,

SEE SCHEDULE BELOW.

UNDERSIDE OF STRUCTURE.

ACOUSTICAL INSULATION.

(WALL TYPE R4 ONLY)

SEE SCHEDULE BELOW.

TRACK.

SCHED. CEILING.

R4 3-5/8"

4-1/4" 3-1/2"

COMPRESSIBLE FILLER.

SEALANT.

TYPE

STUD SIZE FIRE RATING

TEST DESIGN

STC RATING

INSUL. THICKNESS

NOTES

NOTES

3-5/8" D2

WIDTH

4-7/8"

T.O. SLAB.

METAL STUD FRAMING,

SEE SCHEDULE BELOW.

TRACK.

5/8" TYPE "X" GYP.

BD. EACH SIDE.

UNDERSIDE OF STRUCTURE.

PROVIDE BRACING AS REQUIRED.

SCHED. CEILING 6"

SCHED. CEILING.

ACOUSTICAL INSULATION.

5/8" TYPE "X" GYP. BD.

ABOVE TILE.

UNDERSIDE OF STRUCTURE.

PROVIDE BRACING AS REQUIRED.

6"

UNDERSIDE OF STRUCTURE.

PROVIDE BRACING AS REQUIRED.

SCHED. CEILING. 6"6"

UNDERSIDE OF STRUCTURE.

PROVIDE BRACING AS REQUIRED.

DO NOT SCALE DIMENSIONS FROM THESE

DRAWINGS. WHEN INFORMATION IS NOT CLEARLY

PROVIDED, OBTAIN EXACT INFORMATION FROM

THE ARCHITECT BEFORE PROCEEDING WITH THE

WORK.

THE ARCHITECT IS NOT RESPONSIBLE FOR

CONSTRUCTION THAT IS NOT CARRIED OUT IN

ACCORDANCE WITH THESE CONSTRUCTION

DOCUMENTS. THE ARCHITECT IS NOT

RESPONSIBLE FOR DECISIONS AND

INTERPRETATIONS MADE BY THE CONTRACTOR,

OWNER, OR OTHER PARTIES.

COPYRIGHT 2026 HALL DARLING DESIGN STUDIO,

PA. DRAWINGS AND CONCEPTS MAY NOT BE

USED OR REPRODUCED WITHOUT THE WRITTEN

PERMISSION OF THE ARCHITECT.

GLENN DARLING, AIA AR 97844

ARCHITECT OF RECORD

GENERAL NOTES

Bennett & Pless

STRUCTURAL ENGINEER

47 Perimeter Center East, Suite 500 Atlanta, GA 30346

P: 941.955.4555

MEPF ENGINEER

coa #29304

ORIGINALS PRINTED AT 24" x 36"

Project No.

Date

Revisions:

Genesis Engineering

6700 Professional Pkwy W, Sarasota, FL 34240

P: 941.444.2189

SEAL

Hall Darling Design Studio, PA

AR97844

2168 Main Street Sarasota, FL 34237

P:941.917.0883

A0.2

WALL TYPES AND ASSOCIATED

DETAILS

SARASOTA COUNTY FLEET SOUTH

RENOVATION

06.26.2026

4571 STATE ROAD 776, VENICE,

FL 34293

100% CONSTRUCTION

DOCUMENTS

24-015

1" = 1'-0"

WALL TYPES Phase 1

FAN

FAN

EF

EF

D S

D S

D S

D S

1 1

1 1

REMOVE AND RELOCATE

WATER HEATER

3 4 6

3 6

EXISTING NO

WORK

EXISTING TO REMAIN

6 6

101010

EXISTING TO REMAIN

7' - 1"

DO NOT SCALE DIMENSIONS FROM THESE

DRAWINGS. WHEN INFORMATION IS NOT CLEARLY

PROVIDED, OBTAIN EXACT INFORMATION FROM

THE ARCHITECT BEFORE PROCEEDING WITH THE

WORK.

THE ARCHITECT IS NOT RESPONSIBLE FOR

CONSTRUCTION THAT IS NOT CARRIED OUT IN

ACCORDANCE WITH THESE CONSTRUCTION

DOCUMENTS. THE ARCHITECT IS NOT

RESPONSIBLE FOR DECISIONS AND

INTERPRETATIONS MADE BY THE CONTRACTOR,

OWNER, OR OTHER PARTIES.

COPYRIGHT 2026 HALL DARLING DESIGN STUDIO,

PA. DRAWINGS AND CONCEPTS MAY NOT BE

USED OR REPRODUCED WITHOUT THE WRITTEN

PERMISSION OF THE ARCHITECT.

GLENN DARLING, AIA AR 97844

ARCHITECT OF RECORD

GENERAL NOTES

Bennett & Pless

STRUCTURAL ENGINEER

47 Perimeter Center East, Suite 500 Atlanta, GA 30346

P: 941.955.4555

MEPF ENGINEER

coa #29304

ORIGINALS PRINTED AT 24" x 36"

Project No.

Date

Revisions:

Genesis Engineering

6700 Professional Pkwy W, Sarasota, FL 34240

P: 941.444.2189

SEAL

Hall Darling Design Studio, PA

AR97844

2168 Main Street Sarasota, FL 34237

P:941.917.0883

A1.0

FIRST FLOOR DEMOLITION PLAN

SARASOTA COUNTY FLEET SOUTH

RENOVATION

06.26.2026

4571 STATE ROAD 776, VENICE,

FL 34293

100% CONSTRUCTION

DOCUMENTS

24-015

DEMOLITION KEYNOTES

NO. DESCRIPTION

1 REMOVE WOOD STUD PARTITION AND ASSOCIATED COMPONENTS IN ITS ENTIRETY.

2 REMOVE DOOR, FRAME, HARDWARE AND ALL RELATED COMPONENTS.

3 REMOVE TOILET ROOM ACCESSORIES.

4 REMOVE PLUMBING FIXTURES.

5 REMOVE WINDOW SYSTEM AND ASSOCIATED COMPONENTS IN ITS ENTIRETY.

6 REMOVE FLOORING TO SLAB. PREPARE CONCRETE SLAB FOR NEW FLOOR FINISH.

7 REMOVE SLAB AS REQUIRED IN HATCHED AREA TO ACCOMMODATE NEW UNDERGROUND

PLUMBING LAYOUT, CAREFULLY SAWCUTTING INTO SLAB.

8 REMOVE STAIRS, RAILS IN ITS ENTIRETY.

9 REMOVE CONCRETE RAMP/SIDEWALK AND PREP SITE FOR NEW SIDE WALK / RAMP TO BUILDING.

10 REMOVE SITE WALL AND PREP SITE FOR NEW ENTRY DESIGN.

11 REMOVE LOADING DOCK ENTIRETY.

12 PROTECT EXISTING ELECTICAL EQUIPMENT.

1/4" = 1'-0"A1.0

1 FIRST FLOOR DEMOLITION PLAN

N

OPEN TO STRUCTURE

C1C1

C1C1

C1

C1C1

C1C1 C1C1

C1C1

C1C1

C1

C1C1

C1

C1C1

C1

C1C1

OPEN TO STRUCTURE OPEN TO STRUCTURE

DO NOT SCALE DIMENSIONS FROM THESE

DRAWINGS. WHEN INFORMATION IS NOT CLEARLY

PROVIDED, OBTAIN EXACT INFORMATION FROM

THE ARCHITECT BEFORE PROCEEDING WITH THE

WORK.

THE ARCHITECT IS NOT RESPONSIBLE FOR

CONSTRUCTION THAT IS NOT CARRIED OUT IN

ACCORDANCE WITH THESE CONSTRUCTION

DOCUMENTS. THE ARCHITECT IS NOT

RESPONSIBLE FOR DECISIONS AND

INTERPRETATIONS MADE BY THE CONTRACTOR,

OWNER, OR OTHER PARTIES.

COPYRIGHT 2026 HALL DARLING DESIGN STUDIO,

PA. DRAWINGS AND CONCEPTS MAY NOT BE

USED OR REPRODUCED WITHOUT THE WRITTEN

PERMISSION OF THE ARCHITECT.

GLENN DARLING, AIA AR 97844

ARCHITECT OF RECORD

GENERAL NOTES

Bennett & Pless

STRUCTURAL ENGINEER

47 Perimeter Center East, Suite 500 Atlanta, GA 30346

P: 941.955.4555

MEPF ENGINEER

coa #29304

ORIGINALS PRINTED AT 24" x 36"

Project No.

Date

Revisions:

Genesis Engineering

6700 Professional Pkwy W, Sarasota, FL 34240

P: 941.444.2189

SEAL

Hall Darling Design Studio, PA

AR97844

2168 Main Street Sarasota, FL 34237

P:941.917.0883

A1.1

FIRST FLOOR CEILING

DEMOLITION PLAN

SARASOTA COUNTY FLEET SOUTH

RENOVATION

06.26.2026

4571 STATE ROAD 776, VENICE,

FL 34293

100% CONSTRUCTION

DOCUMENTS

24-015

1/4" = 1'-0"A1.1

1 FIRST FLOOR CEILING DEMOLITION PLAN

N

DEMOLITION KEYNOTES - RCP

NO. DESCRIPTION

C1 REMOVE EXISTING CEILING SYSTEM IN ITS ENTIRETY.

DN

A3.0

A3.1

A3.0 1

A5.0

RESTROOM

0108 RESTROOM

OFFICE

BREAK ROOM

LOCKER ROOM

OPEN OFFICE

12' - 0"

7'

4" 3'

0"

2'

6" 5'

4"

5' - 3" 16' - 9" 3' - 11"

1'

6" 4'

6"

8'

9"

WS 1 WS 2

0108 0107

NAPA ROOM

EX

EXISTING SIDEWALK

TO REMAIN

EXISTING TREE TO

REMAIN, PROTECT

CCDD

B

E

A

B

C

MECH

ENTRY

LOADING DOCK

H

VA

C

MONUMENTAL SIGN

LOCATION TBD

O2

D2D2

D2

D2D2

D2D2

D2

A3

A3

O2

A4.0

A4.0

A4.0

A4.0 A5.0

1 A5.1

A

1 2

E6

AS1.1

EXISTING WALL (SHADED)

NEW CIP CONCRETE STAIR,

SEE STRUCT

NEW ALUMINUM GUARDRAIL

AND HANDRAIL SYSTEM

NEW CIP CONCRETE SLAB,

SEE STRUCT

NEW BOLLARD

NEW ALUMINUM

STOREFRONT SYSTEM, TYP

NEW ALUMINUM

STOREFRONT ENTRY DOOR

SYSTEM

NEW HOLLOW METAL DOOR

AND FRAME, PAINT

NEW CIP CONCRETE STAIR,

SEE STRUCT

NEW ALUMINUM GUARDRAIL

AND HANDRAIL SYSTEM

NEW 12" CMU WALL

STACKED OVER CIP

CONCRETE STEM WALL,

SEE STRUCT

NEW CIP CONCRETE WALL,

SEE STRUCT

A4.5

A4.5

NEW ALUMINUM

STOREFRONT SYSTEM, TYP

NEW ALUMINUM

STOREFRONT SYSTEM, TYP

REF

ICE

CLOTHING ROD

HW

ABOVE

FURNITURE BY OWNER

NEW PASS-THRU WINDOW

NEW MILLWORK FOR NAPA

3 2

A4.7

EXISTING DOORS

TO REMAIN

OVERHEAD COIL DOOR WITH

AUTOMATIC OPENER.

ASSEMBLY MUST CARRY

FLORIDA PRODUCT

APPROVAL FOR WINDSTORM

DESIGN.

PRE-ENGINEERED METAL

BUILDING(PEMB) FRAME.

CONTRACTOR IS TO PROVIDE

SHOP DRAWINGS FOR APPROVAL.

PRE-ENGINEERED METAL

BUILDING(PEMB) FRAME.

CONTRACTOR IS TO

PROVIDE SHOP DRAWINGS

FOR APPROVAL.

EXPANSION JOINT

EXPANSION JOINT

EXPANSION JOINT

ENCLOSED STORAGE

WALL INSULATION NOTE:

ALL WALL AREAS TO BE PREPARED TO RECEIVE NEW

RETROFIT OPTILINER BANDED LINER SYSTEM. CONTRACTOR

SHALL CLEAN AND PREPARE ALL EXISTING WALL SURFACES

AS REQUIRED. INSTALL OPTILINER SYSTEM IN ACCORDANCE

WITH MANUFACTURER'S SPECIFICATIONS, INCLUDING VAPOR

BARRIER LINER, INSULATION, AND BANDING SUPPORT

SYSTEM. ALL PENETRATIONS AND TRANSITIONS SHALL BE

SEALED FOR CONTINUITY OF THE VAPOR BARRIER.

COORDINATE INSTALLATION WITH EXISTING STRUCTURE,

ELECTRICAL AND MECHANICAL SYSTEMS. ENSURE

COMPLIANCE WITH ENERGY CODE REQUIREMENTS AND

PROJECT SPECIFICATIONS.

ALL EQUIPMENT IN WALLS SHALL BE ADJUSTED SO AS TO

REMAIN ACCESSIBLE OR TRIMMED SURFACE MOUNT TO NEW

SURFACE.

SE

E

SE

C

TI

O

N

/2 A2

.0 F

O R

T

YP

. H

EI

G H

T C

O O

R D

TR

U

SS

C O

R E

SM

O

O

TH

SL

AT

W

AL

L

SY

ST

EM

SE

E

SE

C

TI

O N

/2

A2 .0

F O

R T

YP

. H

EI

G

H T

C O

O R

D

TR

U

SS

C

O R

E

SM

O O

TH

SL

AT

W

AL

L

SY

ST

EM

SE

E

SE

C

TI

O

N

/2 A2

.0 F

O R

T

YP

. H

EI

G H

T C

O O

R D

TR

U

SS

C O

R E

SM

O

O

TH

SL

AT

W

AL

L

SY

ST

EM

A7.2

A7.2

A7.3

A7.3

A7.3

A7.3

A7.2

A7.3

A7.3

A7.3

SIM

A7.3

EXISITNG OVERHEAD

COILING DOORS TO REMAIN

WALL INSULATION

PREP WALLS AND CELING

TO ACCOMODATE NEW

OPTILINER SYSTEM

TRUSSCORE SMOOTH WALL

PANELS OVER OPTILINER

SYSTEM (UP TO 8'-0")

PREP WALLS AND CELING

TO ACCOMODATE NEW

OPTILINER SYSTEM

WALL INSULATION

TRUSSCORE SMOOTH WALL

PANELS OVER OPTILINER

SYSTEM (UP TO 8'-0")

EXISITNG OVERHEAD

COILING DOORS TO REMAIN

A7.2

EXISTING SHOP

EX

EX

EX

0112A

NEW MAN DOOR

NEW MAN DOOR

SE

E

SE

C

TI

O

N

/2 A2

.0 F

O R

T

YP

. H

EI

G H

T C

O O

R D

TR

U

SS

C O

R E

SM

O

O

TH

SL

AT

W

AL

L

SY

ST

EM

TYP

OPP

TYP

TYP

TYP

0111A

0111B

0111C

EX

EX

EX EX

A3.1 2

A3.11

3'

0"

EX

4'

6"

EXPANSION JOINT3

A4.6

A7.2

OVERHEAD COIL DOOR WITH

AUTOMATIC OPENER. ASSEMBLY

MUST CARRY FLORIDA PRODUCT

APPROVAL FOR WINDSTORM DESIGN.

BID ALTERNATE: (IN LIEU OF TRUSSCORE PVC PANELS)

PROVIDE AND INSTALL 5/8-INCH PLYWOOD WALL PANELS AT VEHICLE

REPAIR BAYS AND SERVICE AREAS TO A HEIGHT OF 8 FEET ABOVE

FINISHED FLOOR.

APPLY INTUMESCENT COATING TESTED IN ACCORDANCE WITH ASTM

E84 AND ACHIEVING CLASS A FLAME SPREAD.

INCLUDE ALL SURFACE PREPARATION, PRIMERS, COATINGS,

FASTENERS, BLOCKING, EDGE PROTECTION, AND MANUFACTURER ’S

DOCUMENTATION REQUIRED FOR ACCEPTANCE BY THE AUTHORITY

HAVING JURISDICTION.

DAP FLOOR SLAB &

SLOPE TO DRAIN

AS1.1

1' - 6"

A5.1 4

15"

15"

15"

5' - 0"

5'

0" JAN.

17' - 1"

1'

6"

DO NOT SCALE DIMENSIONS FROM THESE

DRAWINGS. WHEN INFORMATION IS NOT CLEARLY

PROVIDED, OBTAIN EXACT INFORMATION FROM

THE ARCHITECT BEFORE PROCEEDING WITH THE

WORK.

THE ARCHITECT IS NOT RESPONSIBLE FOR

CONSTRUCTION THAT IS NOT CARRIED OUT IN

ACCORDANCE WITH THESE CONSTRUCTION

DOCUMENTS. THE ARCHITECT IS NOT

RESPONSIBLE FOR DECISIONS AND

INTERPRETATIONS MADE BY THE CONTRACTOR,

OWNER, OR OTHER PARTIES.

COPYRIGHT 2026 HALL DARLING DESIGN STUDIO,

PA. DRAWINGS AND CONCEPTS MAY NOT BE

USED OR REPRODUCED WITHOUT THE WRITTEN

PERMISSION OF THE ARCHITECT.

GLENN DARLING, AIA AR 97844

ARCHITECT OF RECORD

GENERAL NOTES

Bennett & Pless

STRUCTURAL ENGINEER

47 Perimeter Center East, Suite 500 Atlanta, GA 30346

P: 941.955.4555

MEPF ENGINEER

coa #29304

ORIGINALS PRINTED AT 24" x 36"

Project No.

Date

Revisions:

Genesis Engineering

6700 Professional Pkwy W, Sarasota, FL 34240

P: 941.444.2189

SEAL

Hall Darling Design Studio, PA

AR97844

2168 Main Street Sarasota, FL 34237

P:941.917.0883

A2.0

FLOOR PLAN

SARASOTA COUNTY FLEET SOUTH

RENOVATION

06.26.2026

4571 STATE ROAD 776, VENICE,

FL 34293

100% CONSTRUCTION

DOCUMENTS

24-015

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

1 FIRST FLOOR PLAN

EQUIPMENT SCHEDULE

Type Mark Description

E1 FRENCH DOOR REFRIGERATOR

E2 COUNTER TOP ICE MACHINE AND WATER DISPENSER

E3 AUTOMATIC COFFEE MAKER

E4 MICROWAVE

E5 WASTE CONTAINER

E6 COPY MACHINE

1'

7" 3'

6"

1'

3'

0"

4' - 4" 4' - 4" 2' - 0"

4' - 6" 1' - 10"

EXISTING

TO

REMAIN

BREAK ROOM

RESTROOM

RESTROOM

LOCKER ROOM

OPEN OFFICE

OFFICE

NAPA ROOM

8' - 0"

8' - 0"

8' - 0"

8' - 0"

18' - 0"

8' - 0"

OPEN TO CEILING

COORDINATE LIGHT

ORIENTATION WITH NAPA

SHELVING LAYOUT

H

VA

C

MECH

ENTRY

EQ EQ

EQ

EQ

EQ

EQ

CANOPY LIGHT FIXTURE

CANOPY LIGHT FIXTURE

NEW PRE-MANUFACTURED

ALUMINUM CANOPY

SYSTEM

CEILING INSULATION NOTE:

ENTIRE CEILING AREA TO BE PREPARED TO RECEIVE NEW

RETROFIT OPTILINER BANDED LINER SYSTEM. CONTRACTOR

SHALL CLEAN AND PREPARE ALL EXISTING CEILING

SURFACES AS REQUIRED. INSTALL OPTILINER SYSTEM IN

ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS,

INCLUDING VAPOR BARRIER LINER, BANDING SUPPORT

SYSTEM, AND INSULATION. ALL PENETRATIONS AND

TRANSITIONS SHALL BE SEALED FOR CONTINUITY OF THE

VAPOR BARRIER. COORDINATE INSTALLATION WITH EXISTING

STRUCTURE, ELECTRICAL AND MECHANICAL SYSTEMS.

ENSURE COMPLIANCE WITH ENERGY CODE REQUIREMENTS

AND PROJECT SPECIFICATIONS.

REMOVE LIGHTING AND OTHER EQUIPMENT AS NEEDED,

CAREFULLY STORE AND REINSTALL AFTER INSULATION

SYSTEM INSTALL.

OPEN TO CEILING

(NO SCOPE)

8' - 0"

JAN.

RECESSED DOWNLIGHT

2' X 2' RETURN AIR GRILLE

2' X 2' SUPPLY AIR DIFFUSER

PAINTED GYPSUM

WALLBOARD

CEILING

ACOUSTIC TILE

CEILING IN

SUSPENDED GRID

RCP LEGEND

EXIT SIGN

FIRE ALARM HORN WITH STROBE

HEAT DETECTOR

SMOKE DETECTOR

H

2' X 2' EXHAUST AIR GRILLE

5/8" GYPSUM WALL BOARD ON METAL FRAMING,

PAINT.

CEILING TYPES

0'-0"

2X2 ACOUSTIC CEILING TILE SYSTEM (ACT-1)2

0'-0"

GENERAL RCP NOTES

1. REFER TO MECHANICAL, ELECTRCAL, FIRE

PROTECTION, FOR ADDITIONAL COORDINATION.

CEILINGS

LIGHTING

MECHANICAL

FIRE PROTECTION / LIFE SAFETY

2' X 2' LAY-IN LED

LIGHT FIXTURE

S

FIRE ALARM STROBE

SUSPENDED FIXTURE

8'-0" SUSPENDED LINEAR

DIRECT/INDIRECT FIXTURE

DI

OS OCCUPANCY SENSOR

(CEILING)

WATERPROOF EXTERIOR

FIXTURE

DO NOT SCALE DIMENSIONS FROM THESE

DRAWINGS. WHEN INFORMATION IS NOT CLEARLY

PROVIDED, OBTAIN EXACT INFORMATION FROM

THE ARCHITECT BEFORE PROCEEDING WITH THE

WORK.

THE ARCHITECT IS NOT RESPONSIBLE FOR

CONSTRUCTION THAT IS NOT CARRIED OUT IN

ACCORDANCE WITH THESE CONSTRUCTION

DOCUMENTS. THE ARCHITECT IS NOT

RESPONSIBLE FOR DECISIONS AND

INTERPRETATIONS MADE BY THE CONTRACTOR,

OWNER, OR OTHER PARTIES.

COPYRIGHT 2026 HALL DARLING DESIGN STUDIO,

PA. DRAWINGS AND CONCEPTS MAY NOT BE

USED OR REPRODUCED WITHOUT THE WRITTEN

PERMISSION OF THE ARCHITECT.

GLENN DARLING, AIA AR 97844

ARCHITECT OF RECORD

GENERAL NOTES

Bennett & Pless

STRUCTURAL ENGINEER

47 Perimeter Center East, Suite 500 Atlanta, GA 30346

P: 941.955.4555

MEPF ENGINEER

coa #29304

ORIGINALS PRINTED AT 24" x 36"

Project No.

Date

Revisions:

Genesis Engineering

6700 Professional Pkwy W, Sarasota, FL 34240

P: 941.444.2189

SEAL

Hall Darling Design Studio, PA

AR97844

2168 Main Street Sarasota, FL 34237

P:941.917.0883

A2.1

REFLECTED CEILING PLAN

SARASOTA COUNTY FLEET SOUTH

RENOVATION

06.26.2026

4571 STATE ROAD 776, VENICE,

FL 34293

100% CONSTRUCTION

DOCUMENTS

24-015

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

1 FIRST FLOOR REFLECTED CEILING PLAN

DN

52 SF

RESTROOM

RESTROOM

OFFICE

BREAK ROOM

LOCKER ROOM

OPEN OFFICE

NAPA ROOM

MECH

ENTRY

H

VA

C P2

P2 P2

JAN.

ENCLOSED STORAGE

EXISTING SHOP

SIGNAGE TAG SEE SIGNAGE TYPES.

SYMBOL LEGEND

1iXX

PAINT COLOR SEE FINISH LEGEND.PX

EX-1 TNEMEC Coating System Color: Shale FlakeSize: 1/4"

GWB Painted Gypsum Board

ACT-1 Acoustic Lay-In Tile Manufacturer: Armstrong Style: Model #949 Textured 24"x24" Edge Profile: Square Lay-In Size: 2' - 0" x 2' - 0" Color: White Grid: 15/16" Prelude ML Exposed Tee Grid Color: White

INTERIOR FINISH LEGEND

PL-1 Plastic Laminate Manufacturer: Wilsonart Style: Standard Laminate Color: 7964 Skyline Walnut Grain: Vertical Orientation Location: Toilet Partitions & Prviacy Screens

PL-2 Plastic Laminate Manufacturer: Lamin-Art Style: Standard Laminate Color: Metropolitan Oak Grain: Vertical Orientation Location: Base

SS-1 Solid Surface Manufacturer: Corian Solid Surface Color: Rain Cloud Loaction: Countertops & Window Sills

CASEWORKFLOORING CEILINGS

VINYL

Manufacturer: Tarkett Style: Millwork Wall Base System Material: Thermoplastic Rubber Size: 4.25" Color: 48 Grey Profile: MW-48-F

BASE

P1 Low VOC Latex Paint Manufacturer: Sherwin Williams Color: SW-9548 Sweater Weather Finish: Eggshell Location: All Interior Walls

P2 Low VOC Latex Paint Manufacturer: Sherwin Williams Color: SW-9655 Mountain Pass Finish: Eggshell Location: Accent Walls (See Finish Floor Plans)

P3 Low VOC Latex Paint Manufacturer: Sherwin Williams Color: SW-7757 Highly Reflective White Finish: Flat Location: Ceilings

P4 Low VOC Latex Paint Manufacturer: Sherwin Williams Color: SW-9548 Sweater Weathe Finish: Semi-Gloss Location: Interior Doors & Frames

PAINT

CONC Epoxy Paint Finish Concrete Manfuacturer: Sherwin Williams Product: Armour Seal 8100, Water Based Epoxy Floor Coat Color: Deck Gray

SCHED. EPOXY

FLOORING

SCHLUTER

SHOWERPROFILE-WS

SPWS19AE & SPWSC16GS

TRANSITION - TR4

SCHED. EPOXY

FLOORING

TRANSITION LEGEND

NOTE: ALL TRANSITIONS TO OCCUR BELOW DOOR.

TRANSITION - TR2

SCHED.

EPOXY, LVT OR

CPT FLOORING

SCHLUTER RENO-RAMP

AERP 60 B50.

SEALED CONCRETE SLAB.

DO NOT SCALE DIMENSIONS FROM THESE

DRAWINGS. WHEN INFORMATION IS NOT CLEARLY

PROVIDED, OBTAIN EXACT INFORMATION FROM

THE ARCHITECT BEFORE PROCEEDING WITH THE

WORK.

THE ARCHITECT IS NOT RESPONSIBLE FOR

CONSTRUCTION THAT IS NOT CARRIED OUT IN

ACCORDANCE WITH THESE CONSTRUCTION

DOCUMENTS. THE ARCHITECT IS NOT

RESPONSIBLE FOR DECISIONS AND

INTERPRETATIONS MADE BY THE CONTRACTOR,

OWNER, OR OTHER PARTIES.

COPYRIGHT 2026 HALL DARLING DESIGN STUDIO,

PA. DRAWINGS AND CONCEPTS MAY NOT BE

USED OR REPRODUCED WITHOUT THE WRITTEN

PERMISSION OF THE ARCHITECT.

GLENN DARLING, AIA AR 97844

ARCHITECT OF RECORD

GENERAL NOTES

Bennett & Pless

STRUCTURAL ENGINEER

47 Perimeter Center…