DIMENSION LINE

DOOR TAG

WALL SECTION

REFERENCE

ELEVATION

REFERENCE

BUILDING SECTION

REFERENCE

WALL/DETAIL SECTION

REFERENCE

6' - 0"

ROOM TAG

GRID LABEL

CENTERLINE

CEILING

HEIGHT TAG

SYMBOLS DESCRIPTION

EARTH OR

COMPACTED FILL

CONCRETE

BRICK

CONCRETE

MASONRY UNIT

ALUMINUM

STEEL &

OTHER METALS

CONTINUOUS

WOOD FURRING

DISCONTINUOUS WOOD

BLOCKING OR SHIM

ORIENTED

STRAND BOARD

FINISH WOOD

BATT INSULATION

RIGID BOARD INSULATION

PORTLAND

CEMENT PLASTER

ON MTL LATH (STUCCO)

MATERIAL SYMBOLS DESCRIPTION

EXISTING UNRATED WALL

EXISTING 1-HOUR RATED WALL

EXISTING 2-HOUR RATED WALL

EXISTING 3-HOUR RATED WALL

EXISTING SMOKE RATED WALL

NEW UNRATED WALL

NEW 1-HOUR RATED WALL

NEW 2-HOUR RATED WALL

NEW 3-HOUR RATED WALL

NEW SMOKE RATED WALL

WALL DESIGNATIONS

Room name

HEIGHT

MATL

FINISH (IF APP'L)

E X

IS

T

N G

W A

L L S

A R

E S

H A

D E

D G

R A

Y

A

A301

A301

A301

A301

CL

A301

A401

CLEAR DIMENSION LINE

6' - 0"

101A

F

B

W

ROOM NAME

CPT-1

P-1

VB-1

ROOM TAG

W/ FINISHES

FLOOR FINISH

BASE FINISH

WALL FINISH

8'-0"

PT-1

ACT-1

PLYWOOD

ELEVATION LABEL

WALL TAG

SPOT ELEVATION -

SOLID DOT

DETERMINES POINT OF

MEASUREMENT

100'-0"

NORTH ARROW

GRAPHIC SCALE

REVISION CLOUD

AND TAG

DETAIL CALLOUT

SHEET SPECIFIC

KEYNOTE

0' 2' 4' 8'1'

S

N

EW

A6.01

S4A

CURTAIN WALL /

STOREFRONT TAG

FINISH FLOOR

0'-0"

MATERIAL TAG

08.3

MTL-1

SF

WINDOW TAGD

SHEET NUMBER WHERE

SECTION IS DRAWN

INDICATES TYPE

MULTI VIEW ELEVATION

REFERENCE

SF = STOREFRONT

ISF = INTERIOR STOREFRONT

AGE = ALL GLASS EXTERIOR

AGI = ALL GLASS INTERIOR

CW = CURTAIN WALL

SPRAY INSULATION

RIGID INSULATION

(TYP WALL HATCH - SMALL

SCALE PLANS)

BATT INSULATION

(TYP WALL HATCH - SMALL

SCALE PLANS)

DATE:

PROJECT NO.:

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND IS THE PROPERTY OF DASHER HURST

ARCHITECTS, PA. IT SHALL NOT BE

REPRODUCED IN WHOLE OR IN PART WITHOUT

THE EXPRESS WRITTEN PERMISSION OF DASHER

HURST ARCHITECTS, PA.

DASHER HURST

1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8

A R C H I T E C T S

J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4

P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0

F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5

W. W. W. D A S H E R H U R S T . C O M

PROJECT

INFO

22003

6.23.2023

C

O U

N T Y

R O

A D

G R

E E N

C O

V E S

P R

IN

G

S F L

G001

BID DOCUMENTS

C L A

Y C

O U

N

TY

C L A

Y C

O F

IR

E S

TA

TI

O N

STRUCTURAL ENGINEER

G.M. HILL ENGINEERING,

INC.

9700 PHILIPS HWY, SUITE 101

JACKSONVILLE, FL 32256

MEP ENGINEER

POWELL & HINKLE

ENGINEERING, P.A.

1409 KINGSLEY AVENUE, BLDG 12A

ORANGE PARK, FL 32073

CIVIL ENGINEER

GOODSON BERGEN &

ASSOC

11555 CENTRAL PARKWAY, SUITE 103

JACKSONVILLE, FL 32224

DRAWING INDEX

PROJECT SITE

GENERAL NOTES

TYPICAL ABBREVIATIONSREFERENCE SYMBOLS

VICINITY MAP

GENERAL

G000 COVER SHEET

G001 PROJECT INFO

G002 ADA CLEARANCES

G003 PARTITION SCHEDULE

G100 CODE ANALYSIS

G101 LEVEL ONE - LIFE SAFETY PLAN

CIVIL

- CIVIL DRAWINGS

LANDSCAPE

-- LANDSCAPING DRAWINGS

IRRIGATION

--- IRRIGATION DRAWINGS

ARCHITECTURE

A100 ARCH SITE PLAN

A100a ARCH SITE PLAN W AERIAL

A100b ARCH SITE PLAN W/ TOPO

A101 FLOOR PLAN

A101a LEVEL ONE PLAN- COLOR

A102 FLOOR PLAN- DIMS

A103 FLOOR PLAN - FINISHES

A104 ROOF PLAN

A111 REFLECTED CLNG PLAN

A200 EXTERIOR PERSPECTIVE VIEWS

A201 ELEVATIONS

A202 ELEVATIONS

A203 ELEVATIONS

A301 BUILDING SECTIONS

A302 BUILDING SECTIONS

A311 WALL SECTIONS

A312 WALL SECTIONS

A313 WALL SECTIONS

A314 WALL SECTIONS

A401 ENLARGED PLANS

A402 SHEET REMOVED

A403 SHEET REMOVED

A501 MISC EXT DETAILS

A502 DETAILS - ROOFING

A503 DETAILS - ROOFING

A504 MISC EXT DETAILS

A601 FINISH SCHEDULE & LEGEND

A602 DOOR SCHEDULE

A603 GLAZING SCHEDULE

A604 DOOR & WINDOW DETAILS

A605 DOOR & WINDOW DETAILS

A700 INTERIOR PERSPECTIVES

A701 INTERIOR ELEVATIONS

A702 INTERIOR ELEVATIONS

A703 INTERIOR ELEVATIONS

A704 INTERIOR ELEVATONS

A801 MILLWORK DETAILS

A802 MILLWORK DETAILS

A803 MILLWORK DETAILS

A804 INTERIOR DETAILS

STRUCTURAL

S001 GENERAL NOTES

S002 GENERAL NOTES

S003 SCHEDULES

S004 WIND PRESSURE DIAGRAMS

S101 FOUNDATION & SLAB PLAN

S102 SHEET REMOVED

CSK: COUNTERSUNK

CT: CERAMIC TILE

DA: DOUBLE ACTING

DB: DECIBEL

DEPT: DEPARTMENT

DIAG: DIAGONAL

DIAM: DIAMETER

DIFF: DIFFUSER

DIM: DIMENSION

DISP: DISPENSER

DIV: DIVISION

DN: DOWN

DR: DOOR

DTL: DETAIL

DWG: DRAWING

DWGS: DRAWINGS

DX: DIRECT EXPANSION

E: EAST

EA: EACH

EJ: EXPANSION JOINT

ELECT: ELECTRICAL

E.M. ELEVATOR MACHINE

EQ: EQUAL

EW: EACH WAY

EXST: EXISTING

EXT: EXTERIOR

FAST: FASTENER, FASTEN

FD: FLOOR DRAIN

FE: FIRE EXTINGUISHER

FFE: FINISHED FLOOR ELEVATION

FIN: FINISH

FIXT: FIXTURE

FLR: FLOOR

FO: FINISHED OPENING

F.O. FACE OF

FTG: FOOTING

FURR: FURRING

FUT: FUTURE

FVC: FIRE VALVE CABINET

GA: GAUGE, GAGE

GAL: GALLON(S)

GALV: GALVANIZED

GC: GENERAL CONTRACTOR

GL: GLASS

GWB: GYPSUM WALL BOARD

HB: HOSE BIBB

HDR: HEADER

HDWR: HARDWARE

HEX: HEXAGONAL

HGR: HANGER

HM: HOLLOW METAL

HORZ: HORIZONTAL

HT: HEIGHT

HVAC: HEATING, VENTILATING & AIR COND'G

HW: HOT WATER

ID: INSIDE DIAMETER

INSUL: INSULATION

INT: INTERIOR

JT: JOINT

KPL: KICKPLATE

LAM: LAMINATE

LAV: LAVATORY

LGM: LIGHT GAUGE METAL

LVR: LOUVER

MACH: MACHINE

MATL: MATERIAL

MAX: MAXIMUM

MC: MEDICINE CABINET

MCP: METAL CEILING PANEL

MECH: MECHANICAL

MEP: MECHANICAL, ELECTRICAL, PLUMBING

MEZZ: MEZZANINE

MFD: MANUFACTURED

MFR: MANUFACTURE, MANUFACTURER

MH: MANHOLE

MIN: MINIMUM

MISC: MISCELLANEOUS

MM: MILLIMETER

MRL: MACHINE ROOMLESS ELEVATOR

MTD: MOUNTED

MTL: METAL

MULL: MULLION

N: NORTH

N/A: NOT APPLICABLE

NEC: NATIONAL ELECTRICAL CODE

NIC: NOT IN CONTRACT

NOM: NOMINAL

NR: NOISE REDUCTION

NRC: NOISE REDUCTION COEFFICIENT

NTS: NOT TO SCALE

OA: OUTSIDE AIR, OVERALL

OBS: OBSCURE

OC: ON CENTER

OD: OUTSIDE DIAMETER

OF: OUTSIDE FACE

OH: OVERHEAD

O.H.: OPPOSITE HAND

OHD: OVERHEAD DOOR

OPNG: OPENING

OPP: OPPOSITE

P: PAINT

PART: PARTITION

PERP: PERPENDICULAR

PFN: PREFINISHED

PL: PROPERTY LINE

PLAM: PLASTIC LAMINATE

PLBG: PLUMBING

PLYWD: PLYWOOD

PNL: PANEL

PR: PAIR

PREFAB: PREFABRICATED

PSF: POUNDS PER SQUARE FOOT

PSI: POUNDS PER SQUARE INCH

PT: PRESSURE TREATED

PTD: PAPER TOWEL DISPENSER

PVG: PAVING

PVMT: PAVEMENT

QT: QUARRY TILE

QTR: QUARTER

QTY: QUANTITY

@ AT

& AND

" INCH

# NUMBER OR POUND

ᴓ DIAMETER, ROUND, PHASE

A/C AIR CONDITIONING

ACI: AMERICAN CONCRETE INSTITUTE

ACST: ACOUSTIC

ACT: ACOUSTICAL CEILING TILE

AESS: ARCHITECTURALLY EXPOSED STRUCTURAL STEEL

AD: AREA DRAIN

ADA: AMERICANS WITH DISABILITIES ACT

ADAAG: AMERICANS WITH DISABILITIES ACT GUIDELINES

AFF: ABOVE FINISHED FLOOR

AIA: AMERICAN INSTITUTE OF ARCHITECTS

AISC: AMERICAN INSTITUTE OF STEEL CONSTR

ALUM: ALUMINUM

AMP: AMPERE

ANCH: ANCHOR

ANOD: ANODIZED

AP: ACCESS PANEL

APPD: APPROVED

APPROX: APPROXIMATE

ASCE: AMERICAN SOCIETY OF CIVIL ENGINEERS

ASME: AMERICAN SOCIETY OF MECHANICAL ENGINEERS

ASPH: ASPHALT

ASSY: ASSEMBLY

ASTM: AMERICAN SOCIETY FOR TESTING AND MATLS

BD: BOARD

BEL: BELOW

BLDG: BUILDING

BLK: BLOCK

BLKG: BLOCKING

BM: BEAM

B.O.: BOTTOM OF

BPL: BEARING PLATE

BRG: BEARING

BTU: BRITISH THERMAL UNITS

BTUH: BRITISH THERMAL UNITS PER HOUR

BVL: BEVELLED

CAB: CABINET

CCW: COUNTER CLOCKWISE

CF: CUBIC FEET

CFL: COUNTERFLASHING

CFM: CUBIC FEET PER MINUTE

CH: COAT HOOK

CHR: CHILLED WATER RETURN

CHAM: CHAMFER

CHS: CHILLED WATER SUPPLY

CI: CAST IRON

CIP: CAST-IN-PLACE

CIRC: CIRCUMFERENCE

CJ: CONTROL JOINT

CL: CENTERLINE

CLG: CEILING

CLR: CLEAR

CLR OPG: CLEAR OPENING

CMU: CONCRETE MASONRY UNIT

COL: COLUMN

CONC: CONCRETE

COND: CONDITION

CONST: CONSTRUCTION

CONT: CONTINUOUS

COMM: COMMUNICATION(S)

CORR: CORRIDOR

CPT: CARPET

R: RISER

RA: REGISTERED ARCHITECT

RAD: RADIUS

RBT: RABBET

RCP: REFLECTED CEILING PLAN

REBAR: REINFORCING BAR

REF: REFRIGERATOR

REINF: REINFORCEMENT, OR REINFORCE

REQD: REQUIRED

REV: REVISION

RM: ROOM

RO: ROUGH OPENING

S: SOUTH

S4S: SURFACED 4 SIDES

S&S: STAINED & SEALED

S&V: STAIN & VARNISH

SAN: SANITARY

SF: SQUARE FOOT

SHT: SHEET

SIM: SIMILAR

SPEC: SPECIFICATION(S)

SPK: SPEAKER

SQ: SQUARE

ST: STAINLESS

STC: SOUND TRANSMISSION CLASS

STD: STANDARD

STL: STEEL

STRUCT: STRUCTURAL

SUSP: SUSPENDED

SYS: SYSTEM

T: TREAD

TBD: TO BE DETERMINED

T&G: TONGUE & GROOVE

TEL: TELEPHONE

TD: TRENCH DRAIN

THK: THICK, THICKNESS

THRU: THROUGH

TLT: TOILET

T.O. TOP OF

TRAV: TRAVERTINE

TSL: TOP OF SLAB

TST: TOP OF STEEL

TV: TELEVISION

TYP: TYPICAL

UC: UNDER CABINET

UL: UNDERWRITERS LABORATORIES

UNO: UNLESS NOTED OTHERWISE

UR: URINAL

VB: VINYL BASE

VCT: VINYL COMPOSITION TILE

VERT: VERTICAL

VIF: VERIFY IN FIELD

VNR: VENEER

VTR: VENT THROUGH ROOF

W: WIDTH, WEST

W/: WITH

WC: WATERCLOSET

WD: WOOD

WH: WATER HEATER

WIN: WINDOW

W/O: WITHOUT

WP: WORK POINT

WT: WEIGHT

WWF: WELDED WIRE FABRIC

1. CORRELATION AND INTENT OF THE CONTRACT DOCUMENTS: THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK BY THE CONTRACTOR. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL; PERFORMANCE BY THE CONTRACTOR SHALL BE REQUIRED ONLY TO THE EXTENT CONSISTENT WITH THE CONTRACT DOCUMENTS AND REASONABLY INFERABLE FROM THEM AS BEING NECESSARY TO PRODUCE THE INDICATED RESULTS.

2. THE CONTRACTOR SHALL EXAMINE ALL DRAWINGS LISTED IN THE DRAWING INDEX BEFORE BEGINNING THE WORK. ANY DOUBT AS TO THE MEANING OR SCOPE OF THE DRAWINGS AND SPECIFICATIONS, OR ANY OTHER PORTION OF THE CONTRACT, MAY BE CLARIFIED BY SUBMITTING A REQUEST IN WRITING FOR INTERPRETATION TO THE ARCHITECT WHO WILL PROVIDE CLARIFICATION. ABSENCE OF SUCH REQUEST FOR CLARIFICATION WILL IMPLY A FULL

UNDERSTANDING OF THE INTENT OF THE DRAWINGS AND SPECIFICATIONS.

3. IN THE CASE OF CONFLICTING DATA CONTAINED WITHIN THE CONTRACT DOCUMENTS, CONTRACTOR MAY ISSUE AN RFI FOR CLARIFICATION. IN THE ABSENCE OF RFI OR OTHER CLARIFICATION, CONTRACTOR IS TO ASSUME THE

MOST STRINGENT (BEST QUALITY AND HIGHEST QUANTITY) APPROACH IS INTENDED.

4. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. LARGER SCALE DRAWINGS TO GOVERN OVER SMALLER SCALE DRAWINGS.

5. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR IS RESPONSIBLE TO GET CLARIFICATION AND DIRECTION FROM ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

6. ALL WORK TO COMPLY WITH APPLICABLE CODES. THE CONTRACTOR MUST COMPLY WITH THE RULES AND REGULATIONS OF AGENCIES HAVING JURISDICTION AND TO CONFORM TO ALL CITY, COUNTY, STATE AND FEDERAL

CONSTRUCTION, SAFETY AND SANITARY LAWS, CODES, STATUTES AND ORDINANCES.

7. ALL FEES, TAXES, PERMITS, APPLICATIONS AND CERTIFICATES OF INSPECTION AND THE FILING OF ALL WORK WITH GOVERNMENTAL AGENCIES TO BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR TO OBTAIN ALL

PERMITS AND APPROVALS PRIOR TO COMMENCEMENT OF THE WORK.

8. THE CONTRACTOR TO COMPLY WITH THE RULES AND REGULATIONS OF THE BUILDING OWNER AND MANAGER CONCERNING HOURS OF AVAILABILITY OF ELEVATOR FOR MATERIAL TRANSPORT AND DELIVERY AS WELL AS THE

MANNER OF HANDLING MATERIALS, EQUIPMENT AND DEBRIS.

9. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN ACCORDANCE WITH THE BEST PRACTICES OF THE TRADES INVOLVED AND IN COMPLIANCE WITH BUILDING REGULATIONS AND/OR GOVERNMENT LAWS, STATUTES OR ORDINANCES CONCERNING THE USE OF UNION LABOR.

10. CONTRACTOR AND SUB-CONTRACTORS TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DOCUMENTS AND MUST NOTIFY ARCHITECT OF ANY DISCREPANCIES, OMISSIONS AND/OR CONFLICTS PRIOR TO

PROCEEDING WITH THE WORK.

11. EACH TRADE WILL BE EXPECTED TO PROCEED IN A FASHION THAT WILL NOT DELAY OTHER TRADES.

12. THE CONTRACTOR IS RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADES UNDER THEIR JURISDICTION.

13. ALL MATERIALS TO BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERY RESPECT, UNLESS OTHERWISE NOTED. MANUFACTURED MATERIALS AND EQUIPMENT TO BE STORED AND INSTALLED IN ACCORDANCE WITH THE

MANUFACTURER'S WRITTEN RECOMMENDATIONS AND INSTRUCTIONS.

14. THERE WILL BE NO SUBSTITUTIONS OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERE THE TERMS "EQUIVALENT TO" OR "APPROVED EQUAL" ARE USED, THE ARCHITECT TO DETERMINE EQUIVALENCE BASED ON

INFORMATION SUBMITTED BY THE CONTRACTOR.

15. ALL WORK AND MATERIALS TO BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR AFTER APPROVAL OF FINAL PAYMENT.

16. THE CONTRACTOR IS RESPONSIBLE FOR CUTTING AND PATCHING REQUIRED FOR HIS WORK UNLESS OTHERWISE NOTED.

17. THE CONTRACTOR TO, AT ALL TIMES, KEEP THE PREMISES FREE OF ACCUMULATION OF WASTE MATERIALS OR RUBBISH; PREMISES TO BE SWEPT CLEAN DAILY.

18. THE CONTRACTOR TO PROVIDE FINAL CLEANING OF ALL AREAS OF WORK INCLUDING THE CONSTRUCTION ACCESS ROUTE. FINAL CLEANING TO INCLUDE WINDOWS AND CEILINGS.

19. ALL INSTALLED PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT TO OPERATE QUIETLY AND BE FREE OF VIBRATION.

20. ALL FINISHES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS FOR THE TYPE OF MATERIAL AND INSTALLATION SPECIFIED.

21. PATCH ALL AREAS WHERE THE FLOOR IS NOT LEVEL OR TRUE PRIOR TO THE INSTALLATION OF SPECIFIED FLOOR FINISH(ES).

22. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BLOCKING FOR WALL SUPPORTED ELEMENTS INCLUDING MILLWORK, EQUIPMENT, FIXTURES AND FURNITURE. CONTRACTOR TO VERIFY EXTENT AND COORDINATE

WITH APPROPRIATE SUBCONTRACTORS.

23. DRYWALL CONTRACTOR TO CLOSELY COORDINATE HIS WORK WITH THAT OF OTHER TRADES. WHERE DRYWALL IS IN CONFLICT WITH DUCTWORK, PLUMBING LINES, ETC. THIS CONTRACTOR TO PROVIDE ALL NECESSARY BRIDGING AND BRACING REQUIRED TO SECURE DRYWALL AND TO MAINTAIN FIRE OR SOUND RATING WHERE REQUIRED.

24. EXTEND ALL FIRE RATED PARTITIONS TO STRUCTURE; FILL ALL VOIDS WITH FIRE SAFING MATERIAL OR FIRE-RATED CAULK, CONTINUOUS AS REQUIRED BY CODE.

25. CONTRACTOR IS RESPONSIBLE FOR FIRESTOPPING ALL NEW AND EXISTING FIRE RATED PARTITIONS AND ALL PENETRATION THROUGH RATED AREAS INCLUDING SLABS. SEAL TO MAINTAIN PROPER RATING.

26. PROVIDE ALL NECESSARY CUT-OUTS FOR THE INSTALLATION OF ELECTRICAL AND VOICE/DATA OUTLETS, THERMOSTATS, SWITCHES AND OTHER DEVICES.

27. WHERE DUCT OR PART OF DUCT IS RUNNING PARALLEL OVER FIRE RATED PARTITION, EXTEND RATED PARTITION AROUND DUCT TO EFFECT COMPLETE MAINTENANCE OF FIRE-RATING.

TO BE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND CHAPTER 633, FLORIDA STATUTES.

S103 WELL HOUSE FRAMING PLANS

S201 ROOF FRAMING PLAN

S401 FOUNDATION SECTIONS & DETAILS

S402 FOUNDATION SECTIONS & DETAILS

S403 FOUNDATION SECTIONS & DETAILS

S404 FOUNDATION SECTIONS & DETAILS

S501 SHEET REMOVED

S502 SHEET REMOVED

S601 FRAMING SECTIONS & DETAILS

S602 FRAMING SECTIONS & DETAILS

S603 FRAMING SECTIONS & DETAILS

MECHANICAL

M101 SHEET REMOVED

M101A HVAC FLOOR PLAN - AREA A

M101B HVAC FLOOR PLAN - AREA B

M101C HVAC FLOOR PLAN - AREA C

M102 HVAC ROOF PLAN

M201 HVAC SCHEDULE

M202 HVAC SCHEDULE

M203 HVAC DETAILS

M204 HVAC DETAILS

M206 REFRIGERANT CALCULATIONS

M301 HVAC - KITCHEN HOOD DRAWINGS

M302 HVAC - KITCHEN HOOD DRAWINGS

M303 HVAC - KITCHEN HOOD DRAWINGS

M304 HVAC - KITCHEN HOOD DRAWINGS

M305 HVAC - KITCHEN HOOD DRAWINGS

M306 HVAC - KITCHEN HOOD DRAWINGS

M307 HVAC - KITCHEN HOOD DRAWINGS

PLUMBING

P101 PLUMBING FLOOR PLAN

P102 PLUMBING ROOF PLAN

P201 ENLARGED PLUMBING PLANS

P301 PLUMBING RISER DIAGRAMS

P302 PLUMBING RISER DIAGRAMS

P303 PLUMBING RISER DIAGRAMS

P401 LEGEND, SCHEDULES & MISC. DETAILS

P402 MISC. DETAILS

FIRE PROTECTION

FP101 FIRE PROTECTION "A TO M" PLAN

ELECTRICAL

E001 PHOTOMETRIC SITE PLAN

E100 ELECTRICAL SITE PLAN

E101 LIGHTING PLAN

E102 POWER/COMM PLAN

E103 FIRE ALARM PLAN

E104 LIGHTINING PROTECTION SYSTEM

E105 POWER RISER & PANEL SCHEDULES

E106 PANEL SCHEDULES

E107 PANEL SCHEDULES

E108 FIRE ALARM RISER & A-O CRITERIA

E109 ELECTRICAL DETAILS

E110 ELECTRICAL DETAILS

TECHNOLOGY

T101 COMM SYSTEMS PLAN

T102 BDA SYSTEM PLAN

T201 COMM SYS DETAILS & NOTES

T202 COMM SYS DETAILS & NOTES

EXHIBIT

1 PURVIS SYSTEMS - FSAS SUMMARY PAGE

2 PURVIS SYSTEMS - FSAS CLAY COUNTY

STATION 24

3 MEETING ROOM - A/V SYSTEM

NOTES:

1) PURVIS SYSTEM AND AV SYSTEM TO BE INCLUDED IN BID IN ITS ENTIRETY (DEVICES, CABLING, CONDUIT, INSTALLATION, COMMISSIONING, ETC.). EXHIBIT DRAWINGS ARE FOR REFERENCE AND NOT PRODUCED BY DASHER HURST ARCHITECTS OR ASSOCIATED ENGINEERS. DASHER HURST ARCHITECTS AND ASSOCIATED

ENGINEERS ARE NOT RESPONSIBLE FOR EXHIBIT DRAWINGS.

2) PURVIS SYSTEM AND AV SYSTEM DRAWINGS ARE NOT INCLUDED IN PERMIT DOCUMENTS.

3) SEE CIVIL SET FOR CIVIL, LANDSCAPE & IRRIGATION DRAWINGS.

BID NOTES & ALTERNATIVES

A) NOTE REMOVED

B) NOTE REMOVED

C) NOTE REMOVED

REVISIONS

# DATE DESCRIPTION

1 11/03/2023 Permit Rev 1

3 07/12/2024 VE Rev 1

4 09/05/2025 90% IRC REVIEW

5 01/02/2026 90% V2 IRC REVIEW

6 02/17/2026 Add #1

Dra in F ield

Conc. B lock

Pumphouse w /W ell

Garage

.3

48.0'

48.0'

.2

Septic T ank

Concrete

Flag Pole

Modular Building

.6

70.3'

70.3'

.6

Asp hal t D riv e p p p pp p p p p p p x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

Gravel Parking Area x x x x x x x x x x

Concrete

Concrete

Concrete

Concrete x x x x x x x x x x x x

6.95 acre s±

D ir t D ri v e

D ir t D ri v e

D ir t D ri v e p p p p p p p p p p p p p p p

E d g e o f P a v e m e n t x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

"X

E C

M P

S 43°18'11" E

355.75'

Concrete

Prescriptive Right-of-Way as per Road Map Book 1, page 66

A s p h a l t

N

°2

'0

E

.7

BENCH M

ARK

PK nail i n P ower P ole

Elev. = 61.43

1/2" I ro n R od, L

B 7055

4"x 4" C onc. M

on. C lary

S 57°33'42" E (FM)

H Y

D

. 0

. 0

. 0

63.0

. 0

.0

.0 5

.0

.0

50.0

52.0

54.0

.0

.0

.0

.0

.0

.0

.0

.0

B O

T

.0

B O

T .0

BOT. 48.0

TOB 52.5

EXISTING LIVING

QUARTERS

FUTURE

DEVELOPMENT

FUTURE

(3.06 ACRES)

R A

M P

D O

W N

RAMP

DOWN

RAMP

DOW

N

RAMP

DOWN

3' CT

6' CT

6' CT

3' CT

3' CT

3' CT

3' CT

' C

T

3' CT

3' CT

6' CT

3' CT

3' CT

3' CT

D O

N O

T E

N T

E R

D O

N O

T E

N T

E R

STORMWATER

DETENTION

DRIVEWAY TO FUTURE

DEVELOPMENT

EXISTING LIVING

QUARTERS

SITE EXIT

SWEAT ROAD

C O

U N

T Y

R O

A D

SITE

ENTRANCE

EXISTING WELL

LOCATION

EXISTING SEPTIC

LOCATION

EXISTING

POWER POLE

FUTURE BUNK

ROOM

EXPANSION

FUTURE

APPARATUS BAY

EXPANSION

DUMPSTER

GENERATOR

XFRMR

FENCE

F E

N C

E

F

IR

E F

IG

H

T E

R P

A R

K

IN

G s p a c e s

F E

N C

E

SLIDING

GATE

16633 SF +/-

FIRE STATION

(TOTAL)

V

IS

IT

O

R P

A R

K

IN

G s p a c e s

4 APPARATUS

BAYS X

(TWO DEEP)

SEPTIC FIELD

(CONSTRUCT

FOLLOWING THE

DEMOLITION OF

EXISTING APPARATUS

GARAGE)

CONCRETE

APRON - SEE CIVIL

WELL HOUSE

FILL STATION

(FIRE HOSE

BIBB) - SEE CIVIL

A504

A504

MONUMENT

SIGN A504

FLAG POLE

BIKE RACK

CONCRETE

APRON - SEE CIVIL

FIRE HYDRANT -

SEE CIVIL

AERATION TANKS

FOR POTABLE

WATER WELL

FIRE PUMP WELL

55' - 0"

144' - 8" 74' - 7 5/8"

MAN GATE W/ CARD

READER. PROVIDE

SECURITY SCREENING

AROUND DOOR HDWR

POTABLE WATER

WELLS

SEE CIVIL DWGS

FOR DETAILS

DATE:

PROJECT NO.:

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND IS THE PROPERTY OF DASHER HURST

ARCHITECTS, PA. IT SHALL NOT BE

REPRODUCED IN WHOLE OR IN PART WITHOUT

THE EXPRESS WRITTEN PERMISSION OF DASHER

HURST ARCHITECTS, PA.

DASHER HURST

1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8

A R C H I T E C T S

J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4

P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0

F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5

W. W. W. D A S H E R H U R S T . C O M

ARCH SITE

PLAN

22003

6.23.2023

C

O U

N T Y

R O

A D

G R

E E N

C O

V E S

P R

IN

G

S F L

A100

BID DOCUMENTS

C

LA

Y C

O U

N

TY

C

LA

Y C

O F

IR

E S

TA

TI

O N

STRUCTURAL ENGINEER

G.M. HILL ENGINEERING,

INC.

9700 PHILIPS HWY, SUITE 101

JACKSONVILLE, FL 32256

MEP ENGINEER

POWELL & HINKLE

ENGINEERING, P.A.

1409 KINGSLEY AVENUE, BLDG 12A

ORANGE PARK, FL 32073

CIVIL ENGINEER

GOODSON BERGEN &

ASSOC

11555 CENTRAL PARKWAY, SUITE 103

JACKSONVILLE, FL 32224

S

N

EW

PROJECT NORTH

1" = 40'-0"

ARCHITECTURAL SITE PLAN-COLOR

REVISIONS

# DATE DESCRIPTION

1 11/03/2023 Permit Rev 1

3 07/12/2024 VE Rev 1

4 09/05/2025 90% IRC REVIEW

6 02/17/2026 Add #1

A201

MEETING

W A

TC

H

LOBBY

CORR

CORR

ELEC

QUIET RM

112 OFFICE

IT

K

IT

C H

E N

DINING

SHOWER RM

V E S

TI

B U

LE

5 CAPT SUITE

MAINT

STOR

WOMEN

LA

U

N D

R Y

CORR

UTIL

UTIL

FITNESS

CORR

DECON

APP BAY

LO

C

K E R

S

UTIL

CAPT OFF

CAPT RR

BUNK1

BUNK3

BUNK4

BUNK5

BUNK6

BUNK8

BUNK9

BUNK10

W/C

BUNK 12

BUNK 13

CORR

LO

C

K E R

LO

C

K E R

LO

C

K E R

LO

C

K E R

LOCKER

HAND & BOOT

WASHING

STATION

SECTIONAL DOOR SECTIONAL DOOR SECTIONAL DOOR

SECTIONAL DOOR

HOSPITALITY

STATION

T R

E N

C H

D R

A

IN

T

Y P

C E

N T

E R

O N

D O

O R

T H

IS

C

O N

F

IG

U R

A T

IO

N

A L L O

W S

F O

R F

U T

U R

E G

R O

W T

H O

F A

P P

A R

A T

U S

B A

Y S

T O

T H

E E

A S

T

ICE

P

A N

T R

IE

S

36" GAS

RANGE

T V

T V

LAWN CARE, ETC

WALK OFF MAT

DRYEXTRACT

PORTABLE PPE LOCKERS

(37 SHOWN)

WALK OFF MAT

A/C

A/C A/C

A/C

DESK

TABLE

WALK OFF MAT

C O

F F

E E

12P

B U

IL

T

I N

C R

E D

E N

Z A

GAS

H2O

A/C

D O

U B

L E

T

IE

R -C

L O

T H

IN

G

L

O C

K E

R

SB

E N

C H

B E

N C

H

LOCKERS

LINENS

CORR

COVERED ENTRY

CLOSET

BUNK2

COVERED PATIO

LO

C

K E R

A301

A301

A302

A302

A301

A301

P P

E S

TO

R

24"

A302

A302

A301

A301

A302

A302

A302

A302

A301

A301

2 3 4

A312

MECH

BUNK7

LOCKER

BUNK11

LO

C

K E R

SHWR1

(ADA)

SHWR2

SHWR3

SHWR4

IS

L A

N D

R E

F R

E F

S

IN

K

A401

102A

103A 103B

A

130A

120 121

C

164B

113 112 111

105 106

170D170C170B

170K 170J170L

130B

170F

170G

170H

123B

B

161B

107B 164A

139 145

143141

170E

A401

A401

A401

A401

A401

A401

CLOS

123A

158B

A701 1

A701

A7014 9 A501

101B

CHARGING

STATION

WORKSTATION &

CHARGING SHELF

A704 12

A703 13

A703

A703

SA4A

S A

A

SA4

S A

A

S A

A

SA4A

SA4A

S A

A

SA4A

SA4A

SA4A

SA4A

F Z

A

SA4A

SA4A

SA4A

SA4A

SA4

S A

S A

SA4

SA4

S A

SA4

SA4A

SA4

SA4A

S A

A

SA4A

SA4A

SA4

S A

A

SA4A

S G

.5

A

SG4.5A

SG4.5A

SG4.5A

SA4A

SG4.5A

SG4.5A

SG4.5A

SG4.5A

SG4.5A

SG4.5A

SG4.5A

SG4.5A

SG4.5A

SG4.5A

SG4.5ASG4.5A

SG4.5A

SA4SA4

SA4ASG4.5A

SA4

M8

SA4

SA4

SA4A

SA4

SA6A

SA4

SA4A

102B

W

D

H2O

W A

S H

T

U B

SA4A

MM8

M8

M M

M

M A

M8FZ2A

F Z

A

M A

F Z

A

F Z

A

F2

F2

M M

M

M

FZ2A

F2

FZ2A

FZ2A

MM8

MA81

MM8

MM8

F Z

A

PAINTED STL

BOLLARD (TYP)

PAINTED STL

BOLLARD (TYP)

M M

M

SA4

S A

A

PAINTED STL

BOLLARD (TYP)

PAINTED STL

BOLLARD (TYP)

COLUMN

COLUMN

PRINTER

L

IN

E N

S

MEN

WOMEN

A6039

DAY ROOM

D D D D

F

F

D

D

D

A

D

D

D

E

D

D

B

C

E

E

E

E

E

E E

E

E

E

G

E

I

H

170P

A

A

A203

A203

A203

A203

A203

A203

SA4

SG4.5A SG4.5A

ADJUSTABLE SHELVES -

SEE TYP DTL

SF4

A804

CASCADE SYSTEM. BY OWNER

SCBA SYSTEM: BAUER COMPRESSOR.

BY OWNER. COOR W/ VENDER

SCBA SYSTEM: FILL STATION. BY

OWNER. COOR W/ VENDER

SS WASH SINK

GEAR DRYER

A/V EQUIP

NOOK

APP11

APP10

SECTIONAL DOOR

SECTIONAL DOORSECTIONAL DOORSECTIONAL DOOR

ROOF ACCESS

LADDER

A501

MEDICAL

A704

A7048 7

SA6A

SF4

BOTTLE FILL

DS DS

DS

DS DS

DS

DS

DS

DS

DSDS

DS

DS

DSDS

DS

DS

DS

DS

COLUMNS /

DOWNSPOUTS

FOR ALUM COVER

DS

FZ2AFZ2

T V

DATE:

PROJECT NO.:

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND IS THE PROPERTY OF DASHER HURST

ARCHITECTS, PA. IT SHALL NOT BE

REPRODUCED IN WHOLE OR IN PART WITHOUT

THE EXPRESS WRITTEN PERMISSION OF DASHER

HURST ARCHITECTS, PA.

DASHER HURST

1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8

A R C H I T E C T S

J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4

P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0

F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5

W. W. W. D A S H E R H U R S T . C O M

FLOOR PLAN

22003

6.23.2023

C

O U

N T Y

R O

A D

G R

E E N

C O

V E S

P R

IN

G

S F L

A101

BID DOCUMENTS

C

LA

Y C

O U

N

TY

C

LA

Y C

O F

IR

E S

TA

TI

O N

STRUCTURAL ENGINEER

G.M. HILL ENGINEERING,

INC.

9700 PHILIPS HWY, SUITE 101

JACKSONVILLE, FL 32256

MEP ENGINEER

POWELL & HINKLE

ENGINEERING, P.A.

1409 KINGSLEY AVENUE, BLDG 12A

ORANGE PARK, FL 32073

CIVIL ENGINEER

GOODSON BERGEN &

ASSOC

11555 CENTRAL PARKWAY, SUITE 103

JACKSONVILLE, FL 32224

S

N

EW

PROJECT NORTH

1/8" = 1'-0"

FLOOR PLAN

REVISIONS

# DATE DESCRIPTION

1 11/03/2023 Permit Rev 1

2 12/11/2023 Permit Rev 2

3 07/12/2024 VE Rev 1

4 09/05/2025 90% IRC REVIEW

6 02/17/2026 Add #1

6'

7'

/4

6'

/8

7'

/8

5'

5'

8'

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

24"

3' - 4" 4' - 0" 6' - 0" 10' - 0"

3' - 4"

3' - 10 1/4" 14' - 9 3/4" 2' - 6 1/4" 14' - 9 3/4" 2' - 6 1/4" 14' - 9 3/4" 4' - 8"1' - 2 1/4" 14' - 9 3/4" 5' - 4"

10' - 8" 3' - 4" 2' - 8" 4' - 8" 14' - 0" 17' - 4" 17' - 4" 4' - 8" 16' - 0" 5' - 4"

1' - 4"

2' - 8" 3' - 4" 2' - 8" 3' - 4" 2' - 8" 3' - 4" 2' - 8"

38' - 8" 10' - 0"

9' - 0" 20' - 8" 9' - 0"

6'

2'

5'

2'

5'

2'

4'

4'

2'

5'

2'

5'

2'

9'

2'

2'

1'

2'

3'

38' - 8" 26' - 8"

17' - 0" 4' - 8" 17' - 0" 10' - 0" 16' - 8"

4'

2'

1'

2'

8'

2'

1'

2'

8'

2'

1'

2'

4'

2'

4'

58' - 0" 21' - 4"

6'

3'

1' - 4"

6'

3'

16' - 8" 58' - 0" 21' - 4"

4'

/4

0"

8'

/8

8" 8"

4'

4'

8" 8"

4'

4'

8" 8"

1'

5' - 5 3/8" 5' - 6"

9' - 10 1/8" +/- 9' - 9 5/8" +/-

2'

4'

2'

4'

2'

1'

2'

2'

1'

2'

3'

ALIGN

ALIGN

ALIGN

ALIGN

ALIGN

ALIGN

A L

IG

N

A L

IG

N

A L

IG

N

O P

E N

IN

G

A L

IG

N

O P

E N

IN

G

ALIGN

2'

6'

4'

6'

3'

0"

ALIGN

ALIGN

ALIGN

ALIGN

ALIGN

ALIGN

2' - 1" 3 5/8"

8' - 6" 9' - 0 1/4" 8' - 9 5/8"

1/

2"

/4

3'

/8

ALIGN

ALIGN

A L

IG

N

2 1/2"

/8

ALIGN

1'

/2

2' - 3 3/8" 2' - 5 3/4"

A L

IG

N

2'

6'

1'

6'

2'

3'

8"

1'

3'

7'

ALIGN

1'

1'

3'

4"

2'

8'

3'

3'

4'

/4

7'

4"

3/ 8"

2'

3/ 4"

/2

/8

A L

IG

N

2' - 1"

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

2"

A L

IG

N

2 1/2"

8' - 1 3/4"

ALIGN

ALIGN

ALIGN

2' - 1 3/8"

ALIGN

ALIGN

ALIGN

8' - 6 3/4" 8' - 10" 9' - 9" 8' - 0 5/8"

8' - 7 5/8"

4'

3'

3'

3/

4"

3'

3'

3'

4"

1' - 4"

12' - 8"

2'

3' - 4" 6' - 5" 2' - 11"

2 1/2"

2 1/2"

1/

2"

ALIGN

7' - 0"

1/

2"

1/

2"

7' - 7 1/4" 7' - 9 5/8" 6' - 0 3/4" 5' - 8 1/8" 2"

10"

" 27

0'-0"

- 0'-1 1/2" - 0'-1 1/2" - 0'-1 1/2" - 0'-1 1/2"

- 0'-1 1/2" - 0'-1 1/2" - 0'-1 1/2" - 0'-1 1/2"

0'-0"

0'-0"

0'-0"

0'-0"

0'-0"

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

- 0'-1 1/2"

SEE

DTL

SEE

DTL

SEE

DTL

SEE

DTL

S E

E D

T L

ADA

ADA

- 0'-1 1/2"

SEE

DTL

A102

5'

/4

3'

0"

5' - 6"

1' - 4"

1'

ALIGNALIGN

3' - 1"

4 1/4"

1/

8" 3'

3'

/8

3'

7/

8"

3'

7/

8"

3'

7/

8"

3'

3' - 1"

3' - 1"

3' - 1"

4 7/8"

3' - 1"

4 7/8"

3'

5/

8"

3' - 0 1/2" 8' - 3 1/4"

NOTE: CONTRACTOR

RESPONSIBLE FOR

VERIFYING LOCATIONS /

SIZES OF SHOWER

RECESSES

DATE:

PROJECT NO.:

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND IS THE PROPERTY OF DASHER HURST

ARCHITECTS, PA. IT SHALL NOT BE

REPRODUCED IN WHOLE OR IN PART WITHOUT

THE EXPRESS WRITTEN PERMISSION OF DASHER

HURST ARCHITECTS, PA.

DASHER HURST

1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8

A R C H I T E C T S

J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4

P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0

F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5

W. W. W. D A S H E R H U R S T . C O M

FLOOR

PLAN- DIMS

22003

6.23.2023

C

O U

N T Y

R O

A D

G R

E E N

C O

V E S

P R

IN

G

S F L

A102

BID DOCUMENTS

C

LA

Y C

O U

N

TY

C

LA

Y C

O F

IR

E S

TA

TI

O N

STRUCTURAL ENGINEER

G.M. HILL ENGINEERING,

INC.

9700 PHILIPS HWY, SUITE 101

JACKSONVILLE, FL 32256

MEP ENGINEER

POWELL & HINKLE

ENGINEERING, P.A.

1409 KINGSLEY AVENUE, BLDG 12A

ORANGE PARK, FL 32073

CIVIL ENGINEER

GOODSON BERGEN &

ASSOC

11555 CENTRAL PARKWAY, SUITE 103

JACKSONVILLE, FL 32224

S

N

EW

PROJECT NORTH

1/8" = 1'-0"

FLOOR PLAN-DIMS

1/8" = 1'-0"

PARTIAL PLAN -DIMS SHOWER SLABS

REVISIONS

# DATE DESCRIPTION

2 12/11/2023 Permit Rev 2

3 07/12/2024 VE Rev 1

4 09/05/2025 90% IRC REVIEW

6 02/17/2026 Add #1

F

B

W

MEETING

CPT-1

PT- 1/3

VB-2

F

B

W

WATCH

PC-1

PT- 1

VB-1

F

B

W

LOBBY

WM-1

PT-1

VB-1

F

B

W

CORR

PCT-1

PT-1/WT-1

PTB-1

F

B

W

CORR

PC-1/WM-1

PT-1

VB-1

F

B

W

ELEC

CONC-1

PT-1

VB-1

F

B

W

QUIET RM

CPT-1

PT-1

VB-1

F

B

W

OFFICE

CPT-1

PT-1

VB-1

F

B

W

IT

CONC-1

PT- 1

VB-1

F

B

W

KITCHEN

PC-1

PT-1/3

VB-1

F

B

W

DINING

PC-1

PT-1

VB-1

F

B

W

SHOWER RM

PCT-1

PT-5/WT-1

PTB-1

F

B

W

VESTIBULE

PC-1

PT- 1

VB-1

F

B

W

CAPT SUITE

PC-1

PT-1

VB-1

F

B

W

MAINT

CONC-1

PT- 1

VB-1

F

B

W

STOR

CONC-1

PT- 1

VB-1

F

B

W

MEDICAL

CONC-1

PT-5

VB-1

F

B

W

WOMEN

PCT-1

PT-5/WT-1

PTB-1

F

B

W

LAUNDRY

PC-1

PT-5/FRP

VB-1

F

B

W

CORR

PC-1/WM-1

PT-1

VB-1

F

B

W

UTIL

CONC-1

PT-1

VB-1

F

B

W

UTIL

CONC-1

PT-1

VB-1

F

B

W

FITNESS

RF-1

PT-1

VB-2

F

B

W

CORR

WM-1

PT-1

VB-1

F

B

W

DECON

EP-1

PT-5

EPB-1

F

B

W

APP BAY

EP-1

PT-5

EPB-1

F

B

W

LOCKERS

PCT-1

PT-1

PTB-1

F

B

W

UTIL

PC-1

PT-1/FRP

VB-1

F

B

W

CAPT OFF

PC-1

PT- 1

VB-1

F

B

W

CAPT RR

PCT-1

PT-5/WT-1

VB-1

F

B

W

BUNK1

PC-1

PT- 1

VB-1

F

B

W

BUNK3

PC-1

PT- 1

VB-1

F

B

W

BUNK4

PC-1

PT- 1

VB-1

F

B

W

BUNK5

PC-1

PT- 1

VB-1

F

B

W

BUNK6

PC-1

PT- 1

VB-1

F

B

W

BUNK8

PC-1

PT- 1

VB-1

F

B

W

BUNK9

PC-1

PT- 1

VB-1

F

B

W

BUNK10

PC-1

PT- 1

VB-1

F

B

W

W/C

PCT-1

PT-5/WT-2

PTB-1

F

B

W

BUNK 12

PC-1

PT- 1

VB-1

F

B

W

BUNK 13

PC-1

PT- 1

VB-1

F

B

W

CORR

PC-1

PT- 1

VB-1

F

B

W

LOCKER

PC-1

PT- 1

VB-1

F

B

W

LOCKER

PC-1

PT- 1

VB-1

F

B

W

LOCKER

PC-1

PT- 1

VB-1

F

B

W

LOCKER

PC-1

PT- 1

VB-1

F

B

W

LOCKER

PC-1

PT- 1

VB-1

F

B

W

CORR

PC-1

PT-1

VB-1

COVERED ENTRY

F

B

W

CLOSET

CPT-1

PT- 1

VB-2

F

B

W

BUNK2

PC-1

PT- 1

VB-1

COVERED PATIO

F

B

W

LOCKER

PC-1

PT- 1

VB-1

F

B

W

PPE STOR

EP-1

PT-5

EPB-1

F

B

W

BUNK11

PC-1

PT- 1

VB-1

F

B

W

LOCKER

PC-1

PT- 1

VB-1

F

B

W

BUNK7

PC-1

PT- 1

VB-1

F

B

W

LOCKER

PC-1

PT- 1

VB-1

WM-1

WM-1

F

B

W

MEN

PCT-1

PT-5/WT-2

PTB-1

F

B

W

WOMEN

PCT-1

PT-5/WT-2

PTB-1

TS-4

TS-5

TS-1

TS-5 THRESH

TS-1

TS-5

THRESH

TS-4

TS-4

TS-1TS-4

THRESH

D R

A

IN

(T Y

P

TS-4

STEEL COLUMN

PAINTED PT-2 -

TYP.

BOLLARD PAINTED

PT-10 - TYP.

BOLLARD PAINTED

PT-10 - TYP.

F

B

W

DAY ROOM

PC-1

PT-1/2/3

VB-1

THRESH

THRESH

THRESH

THRESH

THRESH

THRESH

THRESH

THRESH

THRESH

THRESH

THRESH

THRESH

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C .J

C .J

C.J.

C.J.

C.J.

C.J.

C .J

C .J

C .J

C .J

C .J

SEE INT ELEVS

PT-3

PT-3

P T-

P T-

P T2

TYP

5' - 0"

TYP

5' - 0"

TYP

EQ

TYP

EQ 6" STRIPING AT DOORS

(TYP). 5 FT FROM

CENTER OF DOOR. 50 FT

LONG. EP-1 SECONDARY

COLOR TO BE CHOSE BY

ARCH.

P T2

F

B

W

MECH

CONC-1

PT- 1

VB-1

THRESH

E Q

E Q

30" ARIAL BLACK LANE

MARKINGS. EP-1

SECONDARY COLOR TO

BE CHOSEN BY ARCH.

STEEL COLUMN

PAINTED PT-2 -

TYP.

DATE:

PROJECT NO.:

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND IS THE PROPERTY OF DASHER HURST

ARCHITECTS, PA. IT SHALL NOT BE

REPRODUCED IN WHOLE OR IN PART WITHOUT

THE EXPRESS WRITTEN PERMISSION OF DASHER

HURST ARCHITECTS, PA.

DASHER HURST

1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8

A R C H I T E C T S

J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4

P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0

F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5

W. W. W. D A S H E R H U R S T . C O M

FLOOR PLAN

- FINISHES

22003

6.23.2023

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P R

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BID DOCUMENTS

C

LA

Y C

O U

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C

LA

Y C

O F

IR

E S

TA

TI

O N

STRUCTURAL ENGINEER

G.M. HILL ENGINEERING,

INC.

9700 PHILIPS HWY, SUITE 101

JACKSONVILLE, FL 32256

MEP ENGINEER

POWELL & HINKLE

ENGINEERING, P.A.

1409 KINGSLEY AVENUE, BLDG 12A

ORANGE PARK, FL 32073

CIVIL ENGINEER

GOODSON BERGEN &

ASSOC

11555 CENTRAL PARKWAY, SUITE 103

JACKSONVILLE, FL 32224

S

N

EW

PROJECT NORTH

1/8" = 1'-0"

FLOOR PLAN-FINISHES

REVISIONS

# DATE DESCRIPTION

2 12/11/2023 Permit Rev 2

3 07/12/2024 VE Rev 1

4 09/05/2025 90% IRC REVIEW

5 01/02/2026 90% V2 IRC REVIEW

A201

STANDING SEAM

METAL ROOF (TYP)

RF-1

R

ID

E

R

ID

RIDGE

RIDGE

R

ID

VALLEY

VALLEY

A301

A301

A302

A302

A301

A301

A301

A301

A302

A302

A302

A302

A301

A301

A312

VALL

EY

VALLEY

R

ID

RF-2

TPO LOW SLOPE

ROOF

S L O

P E

/4

(T Y

P

L

W

L O

P E

R O

O F

SCUPPER

BELOW -

SEE ELEV

SCUPPER

BELOW -

SEE ELEV

DS

DS

DS

DS

DS

DS

DS

DS

DSDS

DS

4" / 1'-0" 2" / 1'-0"

4" / 1'-0"

4" / 1'-0"

DS

DS

DS

3" / 1'-0"10" / 1'-0"10" / 1'-0"

3" / 1'-0"10" / 1'-0"10" / 1'-0"

3" / 1'-0"

3" / 1'-0"

3" / 1'-0"

STANDING SEAM

METAL ROOF (TYP)

RF-1

PRE-ENGINEERED

ALUM COVER -

DRAINAGE OCCURS

WITHIN COLUMNS

FOR COVER

PRE-ENGINEERED

ALUM COVER

DS

DS

A314

A203

A203

A203

A203

A203

A203

ROOF ACCESS

HATCH & LADDER

DOWNSPOUT FROM

MAIN ROOF PENETRATES

THROUGH ALUM COVER -

SEE ELEV

RIDGE

GENERAL NOTES:

UNLESS OTHERWISE NOTED

• ALL GUTTERS TO BE 6" X 6" SQUARE

• ALL DOWNSPOUTS TO BE 5" X 5" SQUARE

• ALL FASCIA, GUTTERS, AND DS TO MATCH FINISH OF

STANDING SEAM ROOF

• DOWNSPOUTS AT PRE-ENGINEERED ALUM COVERS

TO BE PROVIDED BY PRE-ENGINEERED MNFR TO

MATCH FINISH OF ALUM COVER

• PROVIDE TAPERED INSULATION ON LOW SLOPE

ROOF TO SLOPE ROOFING @ 1/4" PER FOOT

G U

T T

E R

G U

T T

E R

G U

T T

E R

G U

T T

E R

G U

T T

E R

G U

T T

E R

G U

T T

E R

G U

T T

E R

G U

T T

E R

G U

T T

E R

G U

T T

E

R GUTTER

G U

T T

E R

GUTTERG

U

T T

E R

G U

T T

E R

DOWNSPOUT FROM

MAIN ROOF

PENETRATES

THROUGH ALUM

COVER - SEE ELEV

G U

T T

E R

PRE-ENGINEERED

ALUM COVER

DOWNSPOUT

PROVIDE TWO

DRAINAGE SCUPPERS IN

BTM OF GUTTER OF

PRE-ENGINEERED ALUM

COVER

PROVIDE TPO

WALKWAY

PROTECTION

ALONG ROOF &

AROUND

EQUPMENT

NOTES ADDED TO SHEET TO CLARIFY

ROOF DRAINAGE, GUTTER & DS SIZES, ETC

DATE:

PROJECT NO.:

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND IS THE PROPERTY OF DASHER HURST

ARCHITECTS, PA. IT SHALL NOT BE

REPRODUCED IN WHOLE OR IN PART WITHOUT

THE EXPRESS WRITTEN PERMISSION OF DASHER

HURST ARCHITECTS, PA.

DASHER HURST

1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8

A R C H I T E C T S

J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4

P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0

F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5

W. W. W. D A S H E R H U R S T . C O M

ROOF PLAN

22003

6.23.2023

C

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C

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Y C

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TI

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STRUCTURAL ENGINEER

G.M. HILL ENGINEERING,

INC.

9700 PHILIPS HWY, SUITE 101

JACKSONVILLE, FL 32256

MEP ENGINEER

POWELL & HINKLE

ENGINEERING, P.A.

1409 KINGSLEY AVENUE, BLDG 12A

ORANGE PARK, FL 32073

CIVIL ENGINEER

GOODSON BERGEN &

ASSOC

11555 CENTRAL PARKWAY, SUITE 103

JACKSONVILLE, FL 32224

S

N

EW

PROJECT NORTH

1/8" = 1'-0"

ROOF PLAN

REVISIONS

# DATE DESCRIPTION

2 12/11/2023 Permit Rev 2

3 07/12/2024 VE Rev 1

4 09/05/2025 90% IRC REVIEW

M

E

TI

N G

W A

TC

H

LOBBY

CORR

CORR

ELEC

QUIET RM

OFFICE

IT

KITCHEN

DINING

SHOWER RM

V E S

TI

B U

LE

C A

P T

S U

IT

E

MAINT

CLOSET

CORR

STOR

W O

M E N

LA

U

N D

R Y

CORR

UTIL

UTIL

FITNESS

CORR

DECON

APP BAY

LO

C

K E R

S

UTIL

BUNK8

BUNK9

BUNK10

LOCKER

LOCKER

W/C

BUNK 13

BUNK 12

BUNK1

BUNK2

LOCKER

BUNK3

BUNK4

BUNK6

BUNK5

LOCKER

LOCKER

C A

P T

O

FF

C A

P T

R R

LOCKER

A301

A301

A302

A302

A301

A301

A302

A302

A301

A301

A302

A302

A302

A302

A301

A301

A312

PPE STOR

CORR

E Q

E Q

3' - 6"

10' - 0"

ACT-2

8' - 4"

ACT-2

8' - 4"

ACT-2

8' - 4"

ACT-2

8' - 4"

ACT-2 8' - 4"

ACT-2

8' - 4"

ACT-2

8' - 4"

ACT-2

8' - 4"

PT-6

GWB

8' - 4"

ACT-2

8' - 4"

PT-6

GWB

8'

4" A

C T-

8' - 4"

PT-6

GWB

8' - 4"

ACT-2

8' - 4"

PT-4

GWB

8' - 4"

PT-4

GWB

8' - 4"

ACT-2

8' - 4"

ACT-2

8'

4" A

C T-

8' - 4"

ACT-2

8' - 4"

ACT-2

8' - 4"

ACT-2

8' - 4"

ACT-2

8' - 4"

ACT-2

8' - 4"

PT-6

GWB

8' - 4"

PT-6

GWB

8' - 4"

PT-6

GWB

8' - 4"

PT-6

GWB

8' - 4"

ACT-2

8' - 8"

ACT-2

8' - 4"

PT-4

GWB

8' - 4"

PT-4

GWB

8' - 4"

PT-4

GWB

9' - 0"

ACT-2

8' - 4"

ACT-2

8' - 8"

PT-4

GWB

10' - 0"

PT-4

GWB

8' - 8"

PT-1

GWB

8' - 8"

ACT-2

8'

4" A

C T-

7' - 2"

PT-1

GWB

8' - 4"

ACT-2

8' - 4"

ACT-2

8' - 4"

GWB

8' - 4"

PT-1

GWB

8' - 4"

ACT-2

8'

4" A

C T-

8' - 4"

ACT-2

8'

4" A

C T-

8'

4"

A C

T-

8' - 4"

ACT-2

8' - 4"

ACT-2

8' - 4"

ACT-2

8' - 4"

ACT-2

8' - 4"

ACT-2

8'

4" A

C T-

16' - 8"

ACT-1

8' - 4"

ACT-2

8' - 4"

PT-3

GWB

10' - 0"

ACT-2

9' - 0"

PT-4

GWB

8' - 4"

ACT-2

WOMEN

MEN

BUNK7

BUNK11

LOCKER

LOCKER

8' - 4"

ACT-2

8' - 0"

GWB

8' - 0"

GWB

8' - 0"

GWB

8' - 0"

GWB

GWB CEILING - SLOPE ON

SCISSOR TRUSSES

SLOPE UPSLOPE UP3 1/2"

1/

2"

PENDANT FIXTURES

1/

2"

PRE-ENG ALUM

COVER

PRE-ENG

ALUM COVER

3' - 8"

2'

7' - 0"

GWB

8' - 4"

PT-6

GWB

8' - 4"

PT-6

GWB

8' - 8"

PT-1

GWB

8' - 8"

PT-1

GWB

RECESSED MOTORIZED

PROJECTOR SCREEN

GWB FLAT

CEILING SOFFITS

8' - 4"

PT-1

GWB

8' - 8"

PT-1

GWB

10' - 8"

GWB

8'

4" A

C T-

CEILING MOUNTED

PROJECTOR

METAL

SOFFIT

SAME AS

EAVE

A314

12' - 0"

4' - 2"

CENTER ON

ISLAND

1'

E Q

E Q

3'

3'

3'

OUTSIDE OF

CEILING SOFFIT

ABOVE (SF4)

(T Y

P

(T Y

P

CEILING MOUNTED

ELECTRICAL REEL -

SEE DTL

CEILING MOUNTED

ELECTRICAL REEL -

SEE DTL

CEILING MOUNTED

ELECTRICAL REEL -

SEE DTL

CEILING MOUNTED

ELECTRICAL REEL -

SEE DTL

A804

A804

6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0"EQ EQ

Q

5' -6

E

Q

5/8" GWB ON 3-5/8"

METAL STUD SOFFIT

AROUND OPENING

16' - 8"

ACT-1

30 MIN FIRE & SMOKE RATED GWB CEILING

@ BOTTOM OF TRUSSES OVER BUNK

ROOMS & CAPTAINS SUITE - LIFE SAFETY

PLAN & SECTION

MEDICAL

MECH

7' - 0"

GWB

8' - 8"

PT-1

ACT-2

8' - 4"

PT-4

GWB

8' - 8"

PT-4

GWB

8' - 4"

PT-4

GWB

8' - 8"

PT-4

GWB

8' - 4"

PT-4

GWB

7' - 2"

PT-4

GWB

TYP @

LOCKERS

NO CEILING IN FITNESS ROOM.

CONTRACTOR TO PAINT EXPOSED

TRUSSES, FRAMING & DECKING -

PT6. CONTRACTOR RESPONSIBLE

FOR SEALING SPACE FROM THE

REST OF THE BUILDING. EXPOSED

CONDUIT & PIPING TO BE PAINTED

AS WELL

LED LINEAR LIGHTING -

SUSPENDED IN SURFACE

MOUNTED IN - SEE PLAN FOR

LENGTH

RETURN AIR GRILLE / EXHAUST FAN - SEE

MECH

RCP LEGEND

CEILING TAG:

2X4 LIGHT FIXTURE - SEE ELEC

2x2 LIGHT FIXTURE - SEE ELEC

RECESSED DOWNLIGHT (ROUND)

8'-0"

PT-1

ACT-1

HEIGHT

MATERIAL

FINISH (IF NOT PREFINISHED)

SEE ELECTRICAL FOR ALL LIGHT FIXTURES

SEE MECHANICAL FOR DUCTWORK AND RELATED DIFFUSERS, ETC

SUPPLY AIR GRILLE / EXHAUST FAN - SEE

MECH

RECESSED DOWNLIGHT (SQUARE)

1x4 SURF MTD LIGHT FIXT - SEE ELEC

WALL PACK LIGHT

CYLINDRICAL DOWNLIGHT SURFACE

MOUNTED

ACOUSTICAL TILE CEILING W/ HOLD DOWN

CLIPS

ACOUSTICAL TILE CEILING - SEE SCHEDULE

FOR TYPE

PAINTED GYPSUM BOARD CEILING OR

SOFFIT

ALUMINUM SOFFIT PANELS: PETERSON PAC-

CLAD - PAC-850

RECESSED CEILING SPEAKER

DATE:

PROJECT NO.:

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND IS THE PROPERTY OF DASHER HURST

ARCHITECTS, PA. IT SHALL NOT BE

REPRODUCED IN WHOLE OR IN PART WITHOUT

THE EXPRESS WRITTEN PERMISSION OF DASHER

HURST ARCHITECTS, PA.

DASHER HURST

1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8

A R C H I T E C T S

J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4

P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0

F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5

W. W. W. D A S H E R H U R S T . C O M

REFLECTED

CLNG PLAN

22003

6.23.2023

C

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P R

IN

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BID DOCUMENTS

C

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TY

C

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TA

TI

O N

STRUCTURAL ENGINEER

G.M. HILL ENGINEERING,

INC.

9700 PHILIPS HWY, SUITE 101

JACKSONVILLE, FL 32256

MEP ENGINEER

POWELL & HINKLE

ENGINEERING, P.A.

1409 KINGSLEY AVENUE, BLDG 12A

ORANGE PARK, FL 32073

CIVIL ENGINEER

GOODSON BERGEN &

ASSOC

11555 CENTRAL PARKWAY, SUITE 103

JACKSONVILLE, FL 32224

S

N

EW

PROJECT NORTH

1/8" = 1'-0"

REFLECTED CEILING PLAN

DRAWING REMOVED

REVISIONS

# DATE DESCRIPTION

1 11/03/2023 Permit Rev 1

2 12/11/2023 Permit Rev 2

3 07/12/2024 VE Rev 1

4 09/05/2025 90% IRC REVIEW

6 02/17/2026 Add #1

TOP OF SLAB

0' - 0"

T/ MAS APP BAY

19' - 4"

T/ MAS L.Q.

10' - 8"

PREFAB METAL CANOPY

A

A301

A301

A301

A301

A302

A302

A302

A302

A312

RF-1

RF-3

CMU-3

STU-1

CMU-1

CMU-1A

RF-1

CMU-1

CMU-1A

E

RF-3

STU-1

B

CMU-1

CMU-1A

PREFAB METAL CANOPY W/

DOWNSPOUTS IN COLUMNS

SCREEN WALL IN FRONT

8'

IDENTIFICATION

SIGN & PLAQUE

DOWNSPOUT (TYP) -

SEE ROOF PLAN

7'

DDD D D D D D

E E E E E E E

101A

ADDRESS NUMBERING ON GLASS

MALTESE CROSS SIGNAGE ON GLASS W/ STANDOFFS

CJ CJ CJDOWNSPOUT (TYP) -

SEE ROOF PLAN

TYP

CONC

TYP

CONC

BDA ANTENNA. VERIFY LOCATION

BEFORE INSTALLATION

TOP OF SLAB

0' - 0"

T/ MAS APP BAY

19' - 4"

T/ MAS L.Q.

10' - 8"

CMU-1 CMU-1

A301

A301

A301

A301

A302

A302

A302

A302

A312

CMU-1A CMU-1A

MTL-1

CMU-2

156 157

170F

CMU-2

CMU-2A

MTL-1

CMU-2

CMU-2A

MTL-1

CMU-1

CMU-1A

CMU-1

CMU-1A

170G

CMU-1

CMU-1A

RF-1RF-1

CMU-1

CMU-1A

PE-1PE-1

DOWNSPOU

T (TYP) - SEE

ROOF PLAN

8'

2'

7'

102B

4"

1'-0"

E E

A314

CJ CJ

VEHICLE EXHAUST - CENTER ON

RECESS IN MASONRY - HOLD AS

HIGH AS POSSIBLE

EXTERIOR PRODUCT LEGEND

MAT'L DESCRIPTION

MNFR (BASIS OF

DESIGN)

ITEM / STYLE COLOR / FINISH SIZE / TYPE LOCATION REMARKS

FLORIDA

PRODUCT

APPROVAL #

CONTACTS

CONCRETE

CONC-1 PRECAST CONCRETE COPING TO MATCH CMU-3 EXT GABLE ENDS

CMU

CMU-1 INTEGRAL COLOR CMU OLDCASTLE’S ECHELON

MASONRY, MFD BY ADAMS

PRODUCTS CO IN

MORRISVILLE, NC

SPLIT FACE CMU 4302 (WHITE) NOMINAL 8"x16" SEE ELEVATIONS SEE PLAN FOR CMU THICKNESS. 8" TYPCAL.

12" THICK AT APP BAY EAST & WEST.

DOUBLE 8" AT APP BAY NORTH & SOUTH.

BOND BEAMS TO MATCH

Lisa Pelham, CSI CDT Commercials Sales Specification Representative Oldcastle Coastal Cell: 813.255.4737 lisa.pelham@oldcastle.com

CMU-1A POLISHED FACE CMU 4302-HP (WHITE)

CMU-2 SPLIT FACE CMU 4207 (GREY)

CMU-2A POLISHED FACE CMU 4207-HP (GREY)

CMU-3 GLAZED FACE CMU SPECTRA GLAZE 4" HIGH BLOCK RED I NOMINAL 4"X8"X16"

(STACK BOND)

BLDG ENTRANCE PROVIDE FINISHED RETURN AT CORNERS

GROUT

GRT-1 CONSISTENT COLORED MORTAR SPEC MIX SM750 WHITE AT GREY CMU

GRT-2 SM750 SILVERSTONE AT WHITE & RED CMU

DOORS

DR-1 HOLLOW METAL DOOR & FRAME -- SEE DOOR SCHEDULE IMPACT RATED

DR-2 OVERHEAD SECTIONAL DOOR OVERHEAD DOOR CORP 521 SERIES FULLY

GLAZED

CLEAR ANOD ALUM APPARATUS BAYS IMPACT RATED SYSTEM

DR-3 FOUR-FOLD DOOR DOOR ENGINEERING &

MANUFACTURING,KASOTA,

MN

FF701 SERIES GLAZED RAL 3001 SIGNAL RED 400 Cherry Street, Kasota, MN 56050, (800)-959-1352.

EXTERIOR PAINT

EP-1 EXTERIOR PAINT SHERWIN WILLIAMS RED (SEE INT FIN LEGEND

PT-10)

BOLLARDS

METALWORK

MTL-1 PREFINISHED ALUMINUM SIDING ATAS SNAP-ON BATTEN

PANEL (.040" THK)

SLATE GRAY 16" O.C. SEE ELEV

MTL-2 PREFINISHED ALUMINUM SIDING BONE WHITE

MTL-3 PREFIN ALUM FLASHING PAC CLAD 0.040" THICK MUSKET GRAY

MTL-4 PREFIN ALUM GUTTER & DOWNSPOUT

MTL-5 PREFIN ALUM COPING GAF 0.050" THICK MUSKET GRAY

ROOFING

RF-1 STANDING SEAM METAL

ROOFING W/ KYNAR FINSH

PAC CLAD SNAP CLAD (22 GAUGE) MUSKET GRAY 16" O.C. SEE ROOF PLAN

RF-2 TPO ROOFING SEE SPECS WHITE 20 YEAR NDL WARRANTY

RF-3 PREFABRICATED ALUMINUM CANOPY MAPES SUPER LUMIDECK FLAT

SOFFIT

KYNAR - COLOR MATCH SW

7069 IRON ORE

8" C-CHANNEL FASCIA

STUCCO

STU-1 CEMENT STUCCO 3-COAT CEMENT STUCCO W/ ELASTOMERIC PAINTED

FINISH

SW 7018 DOVETAIL / FINE

SAND

INTERIOR GABLE ENDS

ALUMINUM STOREFRONT

SF-1 KAWNEER IR501 W/ 1-9/16" GLASS CLEAR ANOD ALUM 2" X 5" IMPACT RATED SYSTEM

SEE GLAZING SCHEDULE

WOOD

WD-1 SYNTHETIC WOOD SIDING FIBERON CLADDING CONCORDIA GRAPHITE 1" X 5.5" SQUARE EDGES

MISCELLANEOUS

GENERAL PRODUCT REMARKS

SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION ON EACH PRODUCT.

BASIS OF DESIGN MANUFACTURER IS NOT MEANT TO PRECLUDE COMPETITIVE BIDDING. EQUIVALENT PRODUCTS FROM COMPETITIVE MANUFACTURERS WILL BE CONSIDERED PER THE REQUIREMENTS OF THE SPECIFICATIONS. REFER TO SPECIFICATIONS FOR FURTHER REQUIREMENTS FOR EACH

PRODUCT.

DATE:

PROJECT NO.:

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND IS THE PROPERTY OF DASHER HURST

ARCHITECTS, PA. IT SHALL NOT BE

REPRODUCED IN WHOLE OR IN PART WITHOUT

THE EXPRESS WRITTEN PERMISSION OF DASHER

HURST ARCHITECTS, PA.

DASHER HURST

1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8

A R C H I T E C T S

J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4

P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0

F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5

W. W. W. D A S H E R H U R S T . C O M

ELEVATIONS

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STRUCTURAL ENGINEER

G.M. HILL ENGINEERING,

INC.

9700 PHILIPS HWY, SUITE 101

JACKSONVILLE, FL 32256

MEP ENGINEER

POWELL & HINKLE

ENGINEERING, P.A.

1409 KINGSLEY AVENUE, BLDG 12A

ORANGE PARK, FL 32073

CIVIL ENGINEER

GOODSON BERGEN &

ASSOC

11555 CENTRAL PARKWAY, SUITE 103

JACKSONVILLE, FL 32224

1/8" = 1'-0"

WEST ELEVATION

1/8" = 1'-0"

EAST ELEVATION

REVISIONS

# DATE DESCRIPTION

1 11/03/2023 Permit Rev 1

3 07/12/2024 VE Rev 1

4 09/05/2025 90% IRC REVIEW

TOP OF SLAB

0' - 0"

T/ MAS APP BAY

19' - 4"

T/ MAS APP BAY

19' - 4"

T/ MAS L.Q.

10' - 8"

T/ MAS L.Q.

10' - 8"

WD-1CMU-1

RF-1 4"

1'-0"

3"

1'-0"

OVERHEAD SECTIONAL DOORS

MTL-1

MTL-2

A302

A302

A302

A302

A301

A301

A301

A301

170H 170J 170K 170L

164A D D D D

CMU-1A

CMU-1

CMU-1A

CMU-2

CMU-2A

RF-3

CMU-2 CMU-1

CMU-2A

MTL-1

CMU-1A

MTL-1

PE-1

PREFAB METAL

CANOPY

SCREEN WALL

10"

1'-0"

DOOR POSITION INDICATOR LIGHT

STRIPS BOTH JAMBS OF APP BAY

OVERHEAD DOORS (TYP)

2'

8'

CJ

TYP

CONC

OVERFLOW

SCUPPER

MTL-1MTL-2 MTL-2

M A

X B

U

IL

D

IN

G H

E

IG

H

/8

TOP OF SLAB

0' - 0"

T/ MAS APP BAY

19' - 4"

T/ MAS L.Q.

10' - 8"

4"

1'-0"

3"

1'-0"

CMU-1

CMU-1

MTL-2

WD-1

OH SECTIONAL DOOR

CMU-2

CMU-2

RF-1

A302

A302

A302

A302

A301

A301

A301

A301

CMU-1A

170B 170C 170D 170E

158B 130B

RF-3

MTL-1

CMU-1A

CMU-2A

MTL-1

CMU-1

CMU-1A

CMU-2

MTL-1

CMU-2A

PREFAB METAL

CANOPY

SCREEN WALL

DOWNSPOUT

(TYP) - SEE ROOF

PLAN

OVERFLOW

SCUPPER

10"

1'-0"

CJ

MTL-1MTL-2 MTL-2

DATE:

PROJECT NO.:

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND IS THE PROPERTY OF DASHER HURST

ARCHITECTS, PA. IT SHALL NOT BE

REPRODUCED IN WHOLE OR IN PART WITHOUT

THE EXPRESS WRITTEN PERMISSION OF DASHER

HURST ARCHITECTS, PA.

DASHER HURST

1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8

A R C H I T E C T S

J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4

P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0

F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5

W. W. W. D A S H E R H U R S T . C O M

ELEVATIONS

22003

6.23.2023

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STRUCTURAL ENGINEER

G.M. HILL ENGINEERING,

INC.

9700 PHILIPS HWY, SUITE 101

JACKSONVILLE, FL 32256

MEP ENGINEER

POWELL & HINKLE

ENGINEERING, P.A.

1409 KINGSLEY AVENUE, BLDG 12A

ORANGE PARK, FL 32073

CIVIL ENGINEER

GOODSON BERGEN &

ASSOC

11555 CENTRAL PARKWAY, SUITE 103

JACKSONVILLE, FL 32224

1/8" = 1'-0"

NORTH ELEVATION

1/8" = 1'-0"

SOUTH ELEVATION

DRAWINGS REMOVED

REVISIONS

# DATE DESCRIPTION

3 07/12/2024 VE Rev 1

4 09/05/2025 90% IRC REVIEW

T/ MAS APP BAY

19' - 4"

T/ MAS L.Q.

10' - 8"

CONC FOOTING - SEE

STRUCT

8" CMU-SMOOTH FACE

BELOW GRADE - GROUT

SOLID

8" CMU-SPLIT FACE

BELOW GRADE - GROUT

SOLID

8" CMU-SPLIT FACE -

GROUT PER STRUCT.

OTHERWISE FILL WITH

FOAM INSULATION

TYPICAL ROOFING ASSEMBLY UON =

STANDING SEAM METAL ROOFING OVER

UNDERLAYMENT ON ROOF SHEATHING

(SEE STRUCT)

TYP FASCIA = PREFIN ALUM

BRAKE MTL CLADDING OVER

P.T. WOOD 2X6 & 1X8

PREFIN ALUM

DRIP

TRUSS TIE-DOWN -

SEE STRUCT

2X4 BLOCKING

UN-VENTED

ALUMINUM SOFFIT

CONC SLAB ON GRADE ON

VAPOR BARRIER ON

COMPACTED SUBGRADE -

SEE STRUCT

CONSTRUCTION JOINT

5/8" GWB ON Z-FURRING @

24" O.C. WITH 2" RIGID

INSULATION (TYP @ EXT

WALLS OF CONDITIONED

SPACE)

WOOD ROOF TRUSSES @

24" O.C. - LAST TRUSS IS A

FULL TRUSS (NOT

SCISSOR)

SPRAY APPLIED OPEN

CELL INSULATION - R-30

AVE

WALL SHEATHING OVER

GABLE WALL FRAMING

THRU-WALL FLASHING -

MORTAR NET SYSTEM

@ BASE OF WALL (TYP)

S M

O O

T H

F A

C E

2'

S P

LI

T

F A

C E

9'

S M

O O

T H

C M

U

8"

2x6 EAVE OUTRIGGER - SEE

STRUCT

HOLD TOP CHORD OF

TRUSS DOWN TO

SUPPORT OUTRIGGER

FRAMING FOR

INTERIOR WALL

FINISH = 2 1/2" MTL

STUDS @ 16" O.C.

GWB CEILING

PREFIN ALUM BRAKE

METAL FLASHING OVER

WATERPROOFING ON

P.T. 2X BLOCKING

METAL WALL PANEL

OVER AIR & WATER

BARRIER ON WALL

SHEATHING

4 1/8"

EAVE

3' - 6"

FUR OUT WALL 1/2" AS

NECESSARY WHERE

CEILING IS ABOVE 9-4"

(TYP)

STEP

1/2"

3 1/2"

MEETING

TOP OF SLAB

0' - 0"

T/ MAS L.Q.

10' - 8"

4"

CONC FOOTING - SEE

STRUCT

8" CMU-SMOOTH FACE

BELOW GRADE - GROUT

SOLID

CONC SLAB ON GRADE ON

VAPOR BARRIER ON

COMPACTED SUBGRADE -

SEE STRUCT

ALUM STOREFRONT ENTRY

SYSTEM

MEETING

PRE-ENG ALUM COVER

PROVIDE FLASHING ABOVE

ALUM COVER - CUT INTO

MORTAR JOINT & SET IN

SEALANT

TYPICAL ROOFING ASSEMBLY UON = STANDING SEAM

METAL ROOFING OVER UNDERLAYMENT ON ROOF

SHEATHING (SEE STRUCT)

PREFIN ALUM

GUTTER

TYP FASCIA = PREFIN ALUM

BRAKE MTL CLADDING OVER

P.T. WOOD 2X6 & 1X8

PREFIN ALUM

DRIP

TRUSS TIE-DOWN -

SEE STRUCT

2X4 BLOCKING

UN-VENTED

ALUMINUM SOFFIT

WOOD SCISSOR ROOF

TRUSSES @ 24" O.C.@

MEETING ROOM ONLY

SPRAY APPLIED OPEN CELL

INSULATION - R-30 AVE

WALL SHEATHING

H E

E L

9"

S M

O O

T H

F A

C E

2'

8"

5 3/8"

STEP

1/2"

3"

1'-0"

1"

8'

1'

1"

EAVE

1' - 4"

GWB CEILING - SEE RCP

A604

TOP OF SLAB

0' - 0"

T/ MAS L.Q.

10' - 8"

CONC FOOTING - SEE

STRUCT

8" CMU-SMOOTH FACE

BELOW GRADE - GROUT

SOLID

8" CMU-SPLIT FACE

BELOW GRADE - GROUT

SOLID

GROUT PER STRUCT.

OTHERWISE FILL WITH

FOAM INSULATION

8" U-BLOCK AT

WINDOW SILL

8" CMU LINTEL - SEE

STRUCT

ALUM STOREFRONT

SYSTEM

ALUM SILL

CEILING - SEE RCP

8'

S M

O O

T H

F A

C E

2'

H E

E L

9"

TYPICAL ROOFING

ASSEMBLY UON =

STANDING SEAM METAL

ROOFING OVER

UNDERLAYMENT ON ROOF

SHEATHING (SEE STRUCT)

PREFIN ALUM

GUTTER

TYP FASCIA = PREFIN ALUM

BRAKE MTL CLADDING OVER

P.T. WOOD 2X6 & 1X8

PREFIN ALUM

DRIP

TRUSS TIE-DOWN -

SEE STRUCT

2X4 BLOCKING

UN-VENTED

ALUMINUM SOFFIT

CONC SLAB ON GRADE ON

VAPOR BARRIER ON

COMPACTED SUBGRADE -

SEE STRUCT

CONSTRUCTION JOINT

5/8" GWB ON Z-FURRING @

24" O.C. WITH 2" RIGID

INSULATION (TYP @ EXT

WALLS OF CONDITIONED

SPACE)

GWB STOOL (TYP UNO) 1"

WOOD ROOF TRUSSES @

24" O.C.

SPRAY APPLIED OPEN CELL

INSULATION - R-30 AVE

WALL SHEATHING

THRU-WALL FLASHING -

MORTAR NET SYSTEM

@ BASE OF WALL (TYP)

1'

PRE-ENG ALUM COVER

WHERE OCCURRINGSTEP

1/2"

EAVE

1' - 4"1"

TOP OF SLAB

0' - 0"

T/ MAS APP BAY

19' - 4"

T/ MAS L.Q.

10' - 8"

3' - 6" 4 1/8"

P O

LI

S

H E

D F

A C

E

2'

S P

LI

T

F A

C E

8'

1'

8'

CONC FOOTING - SEE

STRUCT

8" CMU-SMOOTH FACE

BELOW GRADE - GROUT

SOLID

8" CMU-SPLIT FACE

BELOW GRADE - GROUT

SOLID

GROUT PER STRUCT.

OTHERWISE FILL WITH

FOAM INSULATION

CONC SLAB ON GRADE ON

VAPOR BARRIER ON

COMPACTED SUBGRADE -

SEE STRUCT

CONSTRUCTION JOINT

5/8" GWB ON Z-FURRING @

24" O.C. WITH 2" RIGID

INSULATION (TYP @ EXT

WALLS OF CONDITIONED

SPACE)

THRU-WALL FLASHING -

MORTAR NET SYSTEM

@ BASE OF WALL (TYP)

TYPICAL ROOFING ASSEMBLY UON =

STANDING SEAM METAL ROOFING OVER

UNDERLAYMENT ON ROOF SHEATHING

(SEE STRUCT)

TYP FASCIA = PREFIN ALUM

BRAKE MTL CLADDING OVER

P.T. WOOD 2X6 & 1X8

PREFIN ALUM

DRIP

TRUSS STRAP - SEE

STRUCT

2X4 BLOCKING

UN-VENTED

ALUMINUM SOFFIT

WOOD ROOF TRUSSES @

24" O.C.

SPRAY APPLIED OPEN

CELL INSULATION - R-30

AVE

WALL SHEATHING OVER

GABLE WALL FRAMING

2x6 EAVE OUTRIGGER - SEE

STRUCT

HOLD TOP CHORD OF

TRUSS DOWN TO

SUPPORT OUTRIGGER

CEILING - SEE RCP

PREFIN ALUM BRAKE

METAL FLASHING OVER

WATERPROOFING ON

P.T. 2X BLOCKING

METAL WALL PANEL

OVER AIR & WATER

BARRIER ON WALL

SHEATHING

2' - 0"

WOOD BEAM - SEE

STRUCT

CMU WALL @ MIDDLE -

SEE PLAN

STEP

1/2"

LOCKER

A503

SIM

DATE:

PROJECT NO.:

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND IS THE PROPERTY OF DASHER HURST

ARCHITECTS, PA. IT SHALL NOT BE

REPRODUCED IN WHOLE OR IN PART WITHOUT

THE EXPRESS WRITTEN PERMISSION OF DASHER

HURST ARCHITECTS, PA.

DASHER HURST

1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8

A R C H I T E C T S

J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4

P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0

F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5

W. W. W. D A S H E R H U R S T . C O M

WALL

SECTIONS

22003

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STRUCTURAL ENGINEER

G.M. HILL ENGINEERING,

INC.

9700 PHILIPS HWY, SUITE 101

JACKSONVILLE, FL 32256

MEP ENGINEER

POWELL & HINKLE

ENGINEERING, P.A.

1409 KINGSLEY AVENUE, BLDG 12A

ORANGE PARK, FL 32073

CIVIL ENGINEER

GOODSON BERGEN &

ASSOC

11555 CENTRAL PARKWAY, SUITE 103

JACKSONVILLE, FL 32224

KEYNOTE LEGEND

3/4" = 1'-0"

WALL SECTION @ GABLE END INSET

3/4" = 1'-0"

WALL SECTION @ EAVE W/ FH WIN

3/4" = 1'-0"

WALL SECTION @ EAVE W/ WINDOW

3/4" = 1'-0"

WALL SECTION @ GABLE END BUMP OUT

REVISIONS

# DATE DESCRIPTION

4 09/05/2025 90% IRC REVIEW

A7013

SA6A

S A

A

SA6A

9'

3/ 4"

T3B

T2

WOMEN

MEN

7' - 6 5/8"

4' - 5 3/8"

1'

/2

"105 106SA4A

S A

A

S A

A

T6C

T6C

T10T10

T1T1

T4

T17BT17B

FD FD

MILLWORK

VANITY

3'

MIN

18" CLR

QS-1 QS-1

KITCHEN

P A

N T

R Y

-C

O M

P S

IN

K

C

T R

N

W

D

O W

C O

F F

E E

M A

K

U P

P L

IE

S

P A

N T

R Y

P A

N T

R Y

DINING

A703

7 6

A703

A703

A703 A703

A703

1'

/8

5/ 8"

2'

9'

SA4

S A

2' - 2" 16' - 1 5/8" 2' - 5"

A P

P

APP4

APP5

A P

P

A P

P

8' - 5 3/8" 4' - 9" 5' - 0" 2' - 1"

3/ 4"

2'

1/ 2"

3/ 4"

2'

ALIGN

3'

/8

7'

2' - 0" 4' - 6"

1' - 2"

1' - 8 1/2"

4'

/4

2'

3' - 7 7/8"

2'

2'

2'

2'

/4

S A

A

42" HIGH BAR

TOP

34" HIGH

COUNTERTOP

36" HIGH

COUNTERTOP

Q S

-1

QS-1

SS-1

SS-1

QS-1

SA4A

SA4ASA4A

ALIGN

A702 13

A702

A702 10

A702

A702

A702 4

LAUNDRY

LOCKERS

CORR

SHOWER RM

IT

A703 13

SA4

SA4

SA4

SA4

SA4

SA4

S A

SA4A

S A

3'

1/ 2"

5'

/2

/2

C

14' - 4" 11' - 3 3/8" 4 1/4"

4' - 6"

A L

IG

N

4' - 3 3/8" 7' - 0"

3'

/8

3'

3'

3'

1'

ALIGN

10' - 3 5/8" 5' - 0" 11' - 0"

5' - 8"

5' - 6"

1'

/8

3'

3'

1'

/2

TYP

T3A

3'

/8

3'

3'

/8

LINEAR DRAIN AT BACK

OF SHOWER - SLOPE

ONE DIRECTION (TYP)

SHOWER HEAD (TYP)

ADA SHOWER HEAD

TYP

T9

TYP

T10

T15

T18

TYP

T11/T12

TYP

T7B

T6A

T6A

UTILITY

SINK

W

D

WATER

HEATER

JAN

SINK

DOUBLE-TIER

LOCKERS

(15"W x 24" DP)

ALIGN

2' - 0" 2' - 0"

5' - 6" 5' - 6"

3' - 3"

M

IN

123A

120 121

FD

FD

FD

FD

WOOD BENCH

9'

/2

SA4A

SA4A

S A

A

S A

A

SA4A

EQ EQ

1' - 3 3/4"

1' - 3 3/4"

4'

/2

SLOPE

SLOPE

SLOPE

SLOPE

APP8

QS-1

A703

TYP

T11/T12

7' - 3 1/4"

A704

A702

A702 1211

CAPT RR

CAPT SUITE

7'

/2

3'

3'

3'

1/ 8"

3' - 4"

A L

IG

N

WORK SURFACE(3) LOCKERS

21"x24"x84"

9' - 9"

2' - 0"

LINEAR DRAIN AT BACK

OF SHOWER - SLOPE

ONE DIRECTION (TYP)

Q S

-1

T3A

T6A

PROVIDE BLOCKING FOR FUTURE

GRAB BARS AT TOILET & SHOWER

T9

T10

T7B

2'

/2

PROVIDE FINISHED

END ON EXPOSED

LOCKERS (TYP) SG4.5A

F Z

A

M A

S A

A

SA4A

S G

.5

A

SA4A

FD

PL-2

T11/T12

EQ EQ

A702

A702

W/C

BUNK 12

BUNK 13

LO

C

K E R

MECH

LOCKER

SG4.5A

SG4.5A

S G

.5

A

FD

2'

1'

2'

3'

8" 8"

7'

7'

5' - 10 7/8" 9' - 9 5/8"

15' - 8 3/8"

3'

3'

5' - 6"

T6A

T3A

D E

S K

*ALL FURNITURE IS BY OWNER (NIC)

T2

T1

(3) LOCKERS

21"x24"x84"

3'

T Y

P

2'

TYP

2' - 0"

TWIN BED *

CHAIR *

A803

A702

A70216

A702

A702 21

WOMEN

SA4

M8M8

S A

SA4

S A

M M

F S

A

T17A

160B

5' - 0"

FS3A

4"

F2

6'

E Q

E Q

2' - 4" 1' - 4"

17' - 7 5/8"

3'

3'

5'

/8

1' - 4"

160A

5' - 3 1/8"

A L

IG

N5' - 8"

LI

N

N

C

LO

S E

T

2'

/2

F S

A

3 5/8"

T6A

T15

T18

T11/T12

T9

T10

T7B

LINEAR DRAIN AT BACK

OF SHOWER - SLOPE

ONE DIRECTION (TYP)

TYP

T3A

MILLWORK VANITYDOUBLE-TIER

LOCKERS

(15"W x 24" DP)

3'

/2

4"

3' - 0" A703 12

T11/T12

A L

IG

N

T20

24X36 SS

MOP SINK

3'

FD

A702

DECON

164A

164B

EXTRACTOR

EXTRACTOR SLAB - SEE

MNF REQUIREMENTS -

SEE STRUCT

CATCH BASIN - SEE

PLUMB

RECESSED LINT

INTERCEPTOR - SEE

PLUMB

STAINLESS STL WASH

TABLE BY GC. SIZE AS

INDICATED. SEE

PLUMBING FOR FIXTURE

SPECS

H20 HEATER WALL

MOUNTED ABOVE

DRYER - SEE PLUMB

FRONT LOAD DRYER

APP7

APP9

APP13

GEAR DRYER. BY

OWNER

5' - 0"

3'

DATE:

PROJECT NO.:

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND IS THE PROPERTY OF DASHER HURST

ARCHITECTS, PA. IT SHALL NOT BE

REPRODUCED IN WHOLE OR IN PART WITHOUT

THE EXPRESS WRITTEN PERMISSION OF DASHER

HURST ARCHITECTS, PA.

DASHER HURST

1 0 2 2 P A R K S T R E E T , S U I T E 2 0 8

A R C H I T E C T S

J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4

P H O N E : 9 0 4 . 4 2 5 . 1 1 9 0

F L L I C E N S E N U M B E R A A 2 6 0 0 2 1 6 5

W. W. W. D A S H E R H U R S T . C O M

ENLARGED

PLANS

22003

6.23.2023

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STRUCTURAL ENGINEER

G.M. HILL ENGINEERING,

INC.

9700 PHILIPS HWY, SUITE 101

JACKSONVILLE, FL 32256

MEP ENGINEER

POWELL & HINKLE

ENGINEERING, P.A.

1409 KINGSLEY AVENUE, BLDG 12A

ORANGE PARK, FL 32073

CIVIL ENGINEER

GOODSON BERGEN &

ASSOC

11555 CENTRAL PARKWAY, SUITE 103

JACKSONVILLE, FL 32224

1/4" = 1'-0"

ENLARGED RESTROOM- PUBLIC

1/4" = 1'-0"

ENLARGED KITCHEN PLAN

1/4" = 1'-0"

ENLARGED SHOWER ROOM

1/4" = 1'-0"

ENLARGED CAPTAIN'S SUITE1/4" = 1'-0"

ENLARGED TYPICAL BUNK ROOM

1/4" = 1'-0"

ENLARGED WOMEN'S BATHROOM

1/4" = 1'-0"

ENLARGED DECON.

3. ALL FINISHES LISTED AS "STAINLESS STEEL" SHALL BE SATIN FINISHED.

2. ALL EXPOSED PIPES UNDER COUNTER TO RECEIVE PIPE COVERS, REFERENCE PRODUCT CODE LEGEND

1. REFER TO DRAWINGS FOR ALL MOUNTING HEIGHTS AND ADA REQUIREMENTS, SPECIFICATIONS, PIPE CONNECTIONS AND PLUMBING EQUIPMENT SIZES, ETC.

GENERAL NOTES

T20 SHELF BRADLEY…