2417-TDD_Fairgrounds_Facade-ARCH-FOR_BID(26.07.15).pdf

PDF 9 MB Posted Jul 29, 2026

Attached to: DFWB Rigdon Center Facade Modification
Solicitation number: ITB TDD 73-26
Issued by: Okaloosa County, Florida

About this file

Written by GovTribe AI · Aug 18, 2026

This is an architectural plan and code review document prepared by JDF Architecture for the Okaloosa County Board of County Commissioners for the DFWB Rigdon Center Facade Modifications project located at 1958 Lewis Turner Boulevard in Fort Walton Beach, Florida. The project involves revitalizing three entry points of the existing Fort Walton Beach Fairgrounds metal buildings, each approximately 500 square feet, to create a cohesive updated Event Center entryway. The scope includes new entrance vestibules with coordinated circulation spaces between foyers and bathroom areas, decorative stucco screen walls of varying heights, a continuous covered walkway connecting all entry points along the south facade (approximately 600 feet), HVAC and electrical design for each entry, exterior accent lighting, area lighting along the canopy path, parking along the south face at entry points, and a storm water system ranging from the east end of Building B to the west end of Building A. The overall building area is 3,248 square feet with a construction type classification of II-B under the 2023 Florida Building Code. The project is classified as Group A-2 assembly occupancy with a maximum occupancy of 118 persons across the three entries and includes provisions for 1 water closet and 1 lavatory per the 2023 Florida Building Code fixture requirements.

The architectural drawings, prepared for bid on July 15, 2026, include comprehensive site plans, floor plans, reflected ceiling plans, roof plans, building elevations, sections, and detailed construction specifications. Key design elements include aluminum storefront window and door systems, 3-coat stucco exterior finishes, metal building frame construction with galvanized steel studs, standing seam metal roofing on curved sections, epoxy floor coatings in interior spaces, and suspended acoustic ceiling systems. The wind load design is based on 153 MPH fastest mile wind exposure category C with risk category II. The project incorporates life safety features including emergency lighting, exit signs, accessible egress doors compliant with ADA standards, and maximum exit travel distances of 200 feet for Group A occupancies. Folding panel operable wall systems are specified as owner direct purchases from Modernfold Premier Paired Panel type with specific fabrication requirements. The design includes detailed specifications for plumbing fixtures, mechanical systems, electrical distribution, and accessibility compliance throughout all three entry vestibules and supporting spaces.

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Other files

File	Type	Posted
DFWB_Rigdon_Center_Facade_Modification.pdf	PDF	Aug 18, 2026
Draft_Contract_ITB_TDD_73-26.docx	DOCX document	Jul 29, 2026
2417-TDD_Fairgrounds_Facade-MP-FOR_BID(26.07.15).pdf	PDF	Jul 29, 2026
2417-TDD_Fairgrounds_Facade-STRUC-FOR_BID(26.07.15).pdf	PDF	Jul 29, 2026
2417-TDD_Fairgrounds_Facade-CIVIL-FOR_BID(26.07.15).pdf	PDF	Jul 29, 2026
2417-TDD_Fairgrounds_Facade-ELEC-FOR_BID(26.07.15).pdf	PDF	Jul 29, 2026
2417-TDD_Fairgrounds_Facade-LSCAPE-FOR_BID(26.07.15).pdf	PDF	Jul 29, 2026

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AREA MAP

APPLICABLE CODES

BUILDING AREA

SITE INFORMATION

2023 FLORIDA BUILDING CODE, 8th ED.

2023 FLORIDA BUILDING CODE, 8th ED: PLUMBING 2023 FLORIDA BUILDING CODE, 8th ED: MECHANICAL 2023 FLORIDA BUILDING CODE, 8th ED: ENERGY CONSERVATION

STATE CODES

WIND LOAD: 153 MPH FASTEST MILE WIND LOAD

EXPOSURE: EXPOSURE "C"

RISK CATEGORY: II

JURISDICTION: OKALOOSA COUNTY, FLORIDA

[FORT WALTON BEACH]

CODE ANALYSIS:

CH. 3 USE AND OCCUPANCY CLASSIFICATION

SECTION 303.3 GROUP A-2 - ASSEMBLY (ACCESSORY ENTRY SERVING

ASSEMBLY)

CH. 5 GENERAL BUILDING HEIGHTS AND AREAS

TABLE 504.3 GROUP A, TYPE IIB [NS] - 55' HEIGHT LIMIT [ 23'-0" ACTUAL ]

TABLE 504.4 GROUP A-2, TYPE IIB [NS] - 2 STORY [ 1 ACTUAL ]

TABLE 506.2 GROUP A-2, TYPE IIB [NS] - 9,500 SF LIMIT [ 3,248 sf ACTUAL ]

TABLE 508.4 NO SEPARATION REQUIRED

CH. 6 TYPES OF CONSTRUCTION

TABLE 601 CONSTRUCTION TYPE: II-B

STRUCTURAL FRAME: 0 HOUR

BEARING WALLS - EXTERIOR: 0 HOUR

BEARING WALLS - INTERIOR: 0 HOUR

NON-BEARING WALLS: 0 HOUR

FLOOR CONSTRUCTION: 0 HOUR

ROOF CONSTRUCTION: 0 HOUR

(NOT REQUIRED FOR ROOF CONSTRUCTION OVER 20'

A.F.F.)

CH. 8 INTERIOR FINISHES

TABLE 803.11 NON-SPRINKLERED BUILDING [A-2] EXIT ENCLOSURES & EXIT

PASSAGEWAYS: CLASS A FINISH

CORRIDORS: CLASS A FINISH

ROOMS & ENCLOSED SPACES: CLASS C FINISH

CH.9 FIRE PROTECTION SYSTEMS

903.2.1.2 GROUP [A-2] - AUTOMATIC SPRINKLER SYSTEM NOT REQUIRED

TABLE 906.3(1) MAXIMUM DISTANCE OF TRAVEL TO EXTINGUISHER:

[A-2] - 75 FEET

907.2.1 FIRE ALARM AND DETECTION SYSTEM IS NOT REQUIRED

CH. 10 MEANS OF EGRESS

TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT

GROUP A-2 ASSEMBLY:

ENTRY 1(1 per 15sf-LOBBY) (553 sf / 15) - 37 OCC ENTRY 1(1 per 300sf-ANCILLARY) (380 sf /300) - 2 OCC ENTRY 2(1 per 15sf-LOBBY) (553 sf / 15) - 37 OCC ENTRY 2(1 per 300sf-ANCILLARY) (758 sf /300) - 3 OCC ENTRY 3(1 per 15sf-LOBBY) (553 sf / 15) - 37 OCC ENTRY 3(1 per 300sf-ANCILLARY) (380 sf /300) - 2 OCC

TOTAL OCCUPANTS ADDED 118 OCC

1005.1 EGRESS WIDTH:

STAIRWAYS: 0.3"/PERSON

OTHER COMPONENTS: 0.2"/PERSON

TABLE 1006.2.1 COMMON PATH OF EGRESS TRAVEL:

GROUP A: 75 FEET

1008 EMERGENCY LIGHTING IS REQUIRED

1010 REQUIRED EGRESS DOORS WILL COMPLY WITH ADA

1013 EXIT SIGNS REQUIRED ALONG THE EGRESS PATH

TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE BY OCCUPANCY:

GROUP A: 200 FEET

CH. 11 ACCESSIBILITY

WILL COMPLY WITH 2023 FLORIDA BUILDING CODE,

ACCESSIBILITY, 8TH ED.

CH. 12 INTERIOR ENVIRONMENT

INTERIOR ENVIRONMENT- REFER TO MEP

CH. 13 ENERGY EFFICIENCY

WILL COMPLY WITH 2023 FLORIDA BUILDING CODE, ENERGY

CONSERVATION, 8TH ED

PLUMBING FIXTURE COUNT

CH.4 FIXTURES, FAUCETS AND FIXTURE FITTINGS

TABLE 403.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES

WATER CLOSET MALE FEMALE

ASSEMBLY @ 1 per 75 (118 occ / 2) / 75 .79 .79

TOTAL WATER CLOSETS .79 = 1 .79 = 1

LAVATORIES MALE FEMALE

ASSEMBLY @ 1 per 200 (118 occ / 2) / 200 .30 .30

TOTAL LAVATORIES .30 = 1 .30 = 1

OVERALL FLOOR AREA: 3,248 Sq. Ft.

NATIONAL CODES

2023 NATIONAL ELECTRICAL CODE: NFPA 70

2023 FLORIDA FIRE PREVENTION CODE [ NFPA 1 & NFPA 101 ]

B R ig do n C en te r Fa ca de

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DFWB Rigdon Center Facade Modifications

1958 Lewis Turner Blvd Fort Walton Beach, Florida

LEWIS TURNER BLVD.

R O

B E

VICINITY MAP

OKALOOSA COUNTY

COURTHOUSE

ANNEX EXTENSION

OKALOOSA COUNTY

FAIRGROUNDS BUILDING

AREA OF NEW W

ORK

AREA OF NEW WORK

AutoCAD SHX Text 201 hollywood blvd ne | ft walton beach | florida | 32548

AutoCAD SHX Text

850.496.2166 | www.jdfarchitecture.com | AA26002502

AutoCAD SHX Text these plans and the ideas and concepts contained herein including digital information are the property of jdf architecture and are not to be reproduced, copied, modified, or changed in any form or manner without the express written permission and consent of jdf architecture. copyright © 2025 20252025

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SHEET TITLE

G01.01

MARK

INDEX TO DRAWINGS

G01.02

STRUCTURAL

S.0.0 GENERAL NOTES

ARCHITECTURAL

A1.01

A1.10

TITLE SHEET // CODE REVIEW

REVISION

NUMBER

REVISION

DATE

OVERALL SITE PLAN

SHEET TITLEMARK

INDEX TO DRAWINGS

REVISION

NUMBER

REVISION

DATE

MECHANICAL

S.1.0 PLANS @ GATE 'A'

INDEX TO DRAWINGS / MISCELLANEOUS

ELECTRICAL LEGEND, NOTES & DETAILS E1.00

E2.20

E2.10

M1.10 PHASE 1B: ENTRY 'A' & 'C' MECHANICAL PLANS

M5.10

M6.10

ELECTRICAL

PLUMBING

P1.10

PANEL & MECHANICAL SCHEDULES

ED2.00

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A1.02 OVERALL BUILDING PLAN

BUILDING SECTIONSA3.01

SECTIONS & DETAILSA4.01

ABBREVIATIONS

A/C AIR CONDITIONER.

ADA AMERICANS WITH DISABILITIES ACT.

AFF ABOVE FINISH FLOOR.

AL ALUMINUM.

ALSF ALUMINUM STOREFRONT WINDOW /

DOOR SYSTEM.

BLDG BUILDING.

BV BRICK VENEER

CBRM CONCRETE BROOM FINISH

CS CONCRETE, SEALED.

CS/P CONCRETE, SEALED /

POLISHED

CARP CARPET

C / T CARPET TILE, 24" x 24"

CDX PLYWOOD, CLASS C TO D

EXPOSURE

CL CENTERLINE.

CLG CEILING.

CLO CLOSET.

CMU CONCRETE MASONRY UNIT.

CONC CONCRETE.

CONT CONTINUOUS

CT CERAMIC TILE

CW CURTAIN WALL [GLAZING].

DBL DOUBLE

DEMO DEMOLITION

DIA DIAMETER.

DN DOWN

DWG DRAWING

EJ EXPANSION JOINT.

ELEV ELEVATION or ELEVATOR.

EPX EPOXY FLOOR COATING.

ES EXPOSED STRUCTURE.

EX EXISTING

EXP EXPOSED

F FLUSH [DOOR].

FE FINISH ELEVATION.

FFE FINISH FLOOR ELEVATION

FEC FIRE EXTINGUISHER AND

CABINET.

FG FULL GLASS

FIN FINISH

FLR FLOOR

FPP FOLDING PANEL PATITION

FRP FIBERGLASS

REINFORCED PANELS

FT FOOT // FEET

MAT'L MATERIAL.

MAX MAXIMUM.

MECH MECHANICAL

MGYP MOLD & MOISTURE RESISTANT

GYP BOARD

MI MIRROR IMAGE

M.O. MASONRY OPENING

MTLB METAL BUILDING

GALV GALVANIZED.

GHM GALV. HOLLOW METAL [DOOR].

GHMI GALV. HOLLOW METAL [DOOR],

INSULATED.

GLS GLASS.

GS GALV. STEEL.

GYM GYMNASIUM // GYMNASIUM

FLOORING AND BASE SYSTEM.

GYP1 5/8" TYPE 'X' GYPSUM BOARD.

GYP2 5/8" TYPE 'X' GYPSUM BOARD,

MOISTURE RESISTANT.

GYPA 5/8" TYPE 'X' GYPSUM BOARD.

IMPACT RESISTANT.

H HEIGHT // HIGH.

HB HARDI BOARD

HC HANDICAP ACCESSIBLE

HDW HARDWARE [DOOR // WINDOW]

HHD HORIZONTAL ROLLING HANGAR

DOOR

HR HOUR

HVAC HEATING, VENTILATION AND AIR

CONDITIONING.

HM HOLLOW METAL.

HORIZ HORIZONTAL.

LMIR LARGE MISSILE IMPACT RATED

[DOOR // WINDOW].

LVP LUXURY VINYL PLANK FLOORING

LVRD LOUVERED (DOOR)

N/A NOT APPLICABLE.

NFPA NATIONAL FIRE PROTECTION

AGENCY

NIC NOT IN CONTRACT

NL NARROW LIGHT [DOOR /

GLAZING].

NTS NOT TO SCALE

OC ON CENTER

OCC OCCUPANCY [ TYPE OR LOAD]

OCD OVERHEAD COILING DOOR.

OD OVERHEAD [GARAGE / PANEL]

DOOR.

OSPEC ( SEE )OWNER SPECIFICATIONS

P1 PAINT, TYPE 1.

PH PRE-HUNG [DOOR]

PR PAIR

PT PRESSURE TREATED.

Q R

R-38 INSULATION VALUE

R 1'-11" RADIUS

RB 4" RUBBER BASE

RM ROOM

RO ROUGH OPENING

SAP SUSPENDED ACOUSTIC PANEL

CEILING SYSTEM WITH EXPOSED

GRID.

SHT SHEET

SIM SIMILAR

SPEC(S) SPECIFICATION(S)

SQ SQUARE

SQ FT SQUARE FOOTAGE.

STL STEEL

S-STL STAINLESS STEEL

STN STAINED, WOOD.

STRUCT STRUCTURAL

STUC. STUCCO

SV-WD SHEET VINYL WOOD

SV SHEET VINYL

SSV SEAMLESS/WELDED SEAM SHEET

VINYL

TBD TO BE DETERMINED.

T.F. TOP OF FOOTING

TYP TYPICAL

T & G TONGUE GROOVE

T & S TAPED, SANDED AND PRIMED

TR PAPER TOWEL DISPENSER &

TRASH RECEPTACLE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VLD VERTICAL LIFT DOOR [GARAGE /

PANEL]

VLP VINYL LAMINATE PLANK

VTR VENT THROUGH ROOF

W WIDE // WIDTH.

W / WITH.

W / O WITHOUT

WD WOOD.

WH WATER HEATER

WWF WELDED WIRE FABRIC

UNO UNLESS NOTED OTHERWISE.

SYMBOLS

@ AT

& AND

# NUMBER

A1.01

01 01

SECTION / DETAIL NUMBER

DRAWING NUMBER

ROOM NAME

NUMBER

SQ. FT. / INFO

INFO

ROOM KEY

DOOR KEY

WINDOW KEY

SECTION / DETAIL KEY SYMBOL .

KEY NUMBER

KEYNOTE .

DIVISION NUMBER

WALL TYPE KEY

ELEVATION KEY

SYMBOLS LEGEND

DEMO

01 02

KEY NUMBER

DIVISION NUMBER

THE 2023 FLORIDA BUILDING CODE:

ACCESSIBILITY, 8th EDITION CHAPTER 4:

SECTION 404 DOORS, DOORWAYS AND GATES

FIGURE 404.2.3 CLEAR WITH OF DOORWAYS

ACW

ALSF

DEMOLITION KEYNOTE .

ALUMINUM STOREFRONT KEY

ALUMINUM CURTAIN WALL KEY

STRUCTURAL COLUMN KEY

REVISION KEY

ISSUED

FOR BID

ELECTRICAL SITE: DEMO PLAN

ELECTRICAL - ENTRY PLANS

E2.21

ELECTRICAL DETAILS

E2.30

LIGHTING CONTROL DETAILS

E2.31

E3.10

E3.20

E4.00

ISSUED

FOR BID

PHASE 1B: ENTRY 'B' MECHANICAL ROOF PLAN

M6.11 MECHANICAL CONTROLS

PHASE 1B: ENTRY 'A' MECHANICAL

FLOOR & ROOF PLANS

A1.50 PHASE 1B: HARDSCAPE PLANS

A2.01 BUILDING ELEVATIONS

BUILDING SECTIONSA3.02

SECTIONS & DETAILSA4.02

A5.01 ENLARGED FLOOR PLANS |

TOILET ACCESSORIES

PHASE 1B: ENTRY 'A': ANNOTATION

FLOOR PLAN WITH LIFE SAFETY

NOTES. | DIMENSION FLOOR PLAN

A1.12

PHASE 1B: ENTRY 'B': ANNOTATION

FLOOR PLAN WITH LIFE SAFETY

NOTES

PHASE 1B: ENTRY 'B': ROOF PLAN

A1.20

A1.23 PHASE 1B: ENTRY 'B': REFLECTED

CEILING PLAN

A1.21

A1.30 PHASE 1B: ENTRY 'C': FLOOR PLAN

WITH LIFE SAFETY NOTES

A1.31

SECTIONS & DETAILSA3.03

SECTIONS & DETAILSA4.03

DOOR & FINISH SCHEDULES6.01

PHASE 1B: ENTRY 'A': ROOF PLAN |

REFLECTED CEILING PLAN

PHASE 1B: ENTRY 'B': DIMENSION

FLOOR PLAN

A1.22

PHASE 1B: ENTRY 'C': ROOF PLAN |

REFLECTED CEILING PLAN

A1.03 PARTIAL BUILDING PLAN

A1.11 PHASE 1B: ENTRY 'A': FOLDING

PANEL PARTITION PLAN

==== NOT USED ====

A1.24

A1.32

S.1.2 PLANS @ GATE 'B'

S.1.3 PLANS @ GATE 'C'

S.2.0 BUILDING SECTIONS

M1.20 PHASE 1B: ENTRY 'B' MECHANICAL PLAN

MECHANICAL , NOTES, LEGEND, & SCHEDULES

PHASE 1B: ENTRY 'B' MECHANICAL

FLOOR PLANS

P1.20

PHASE 1B: ENTRY 'B' MECHANICAL

DETAILS

P5.10

E2.11 ELECTRICAL - ENTRY PLAN

LIGHTING - ENTRY PLANS

LIGHTING - ENTRY PLAN & ELEVATION

MECHANICAL - ENTRY PLANS

MECHANICAL - ENTRY PLAN

==== NOT USED ====

A1.04 HARDSCAPE CURVED WALLS

SECTIONS & DETAILSA3.04

CIVIL

COVER SHEET

DEMOLITION & EROSION CONTROL PLAN

GRADING & DRAINAGE PLAN

SPECIFICATIONS

S.2.1

S.2.2

BUILDING SECTIONS

LANDSCAPE

L2 of 2

LANDSCAPE PLAN

IRRIGATION PLAN

L1 of 2

S.1.1 PLANS @ GATE 'B'

S.3 PARTITION FRAME

D1.01 PHASE 1B: DEMOLITION PLAN

AutoCAD SHX Text 201 hollywood blvd ne | ft walton beach | florida | 32548

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SCALE:1 OVERALL DEMOLITION PLAN

1" = 20'-0"

KEYNOTES: SHEET D1.01 ONLY

01 GENERAL:

REFERENCE CIVIL PLANS FOR SITE DEMOLITION

01.01 DEMOLISH EXISTING CANOPY.

01.02 DEMOLISH EXISTING BUILDING.

01.03 DEMOLISH OPENING,REFERENCE NEW

CONSTRUCTION.

01.04 REMOVE EXISTING ROLL-UP DOOR AND

ENCLOSE OPENING WITH METAL

PANELS TO MATCH NEW

CONSTRUCTION.

01 02

01 03

8'-0"8'-4"5'-2" 32'-9" 5'-2" 5'-4" 9'-4" 5'-4" 5'-2" 5'-0"

9'-4"5'-5"5'-2" 5'-6"

01 04

201 hollywood blvd ne | ft walton beach | florida | 32548

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SCALE:1 OVERALL SITE PLAN

1200' = 1'-0"

OKALOOSA COUNTY

COURTHOUSE

ANNEX EXTENSION

OKALOOSA COUNTY

FAIRGROUNDS BUILDING

A1.02

A1.50

HARDSCAPE

AutoCAD SHX Text D

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AutoCAD SHX Text 201 hollywood blvd ne | ft walton beach | florida | 32548

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850.496.2166 | www.jdfarchitecture.com | AA26002502

LEWIS TURNER BLVD.

GATE B GATE CGATE A

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SCALE:1 OVERALL BUILDING PLAN

1" = 30'-0"

EXISTING

BUILDING 'B'

EXISTING

BUILDING C

EXISTING

BUILDING A3

EXISTING

BUILDING A2

EXISTING

BUILDING A1

EXISTING

STORAGE

EXISTING

CONFERENCE

EXISTING

BUILDING A

EXISTING

STORAGE

FUTURE

DEMOLITION

FUTURE

DEMOLITION

FUTURE

DEMOLITION FUTURE

DEMOLITION

OKALOOSA COUNTY

FAIRGROUNDS BUILDING

A1.10

ENTRY

'A'

A1.20

ENTRY

'B'

A1.30

ENTRY

'C'

SCALE:2 OVERALL BUILDING ELEVATION

1" = 30'-0"

277'-9". ENTRY 'B'

135'-8". ENTRY 'A'

418'-8". ENTRY 'C'

10 01

KEYNOTES: SHEET A1.02 ONLY

01 GENERAL:

01.01 COLUMN CENTERLINE SEE FLOOR

PLANS.

10 SPECIALTIES:

10.01 35' FLAG AND POLE.

142'-1".

140'-11"

AutoCAD SHX Text

AutoCAD SHX Text 201 hollywood blvd ne | ft walton beach | florida | 32548

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KEYNOTES: SHEET A1.03 ONLY

01 GENERAL:

01.01 x.

03 CONCRETE:

03.01 OUTSIDE EDGE OF EXISTING CONCRETE

SLAB.

05 METALS:

05.01 INSTALL NEW EXTERIOR PANELS ON

ENTIRE SOUTH FACING FACADE.

PANELS PROVIDED BY OWNER.

10 SPECIALTIES:

10.01 35' FLAG AND POLE.

SCALE:2 PLAN DETAIL

1/4" = 1'-0"

3' -8

2'-4" 2'-4"

A3.03

08 01

05 01

'-0

G C

O N

C R

1' -6

'-6

-6

3' -8

2'-4" 2'-4"

SCALE:1 PARTIAL BUILDING PLAN

1/16" = 1'-0"

EXISTING

BUILDING A3

EXISTING

BUILDING A2

EXISTING

BUILDING A1

EXISTING

BUILDING A

135'-8". ENTRY 'A' 18'-9".

7'-6". 5'-6".

6'-7".

1'-1"

'-0

1' -0

-8

'-8

-6

03 01

A1.11

ENTRY

'A'

ENTRY LOBBY

'A'

A100

ENTRY LOBBY

'B'

B100

ENTRY LOBBY

'C'

C100

FPP-27

FPP-26

100'-4" LS Path

1'-

P ath

119'-7" LS Path

136'-9" LS Path

97'-0" LS Path

122'-4" L S Path59'-8" 110'-9 7/64" 64'-0 57/64"

A1.03

FPP-25

FPP-24

FPP-23

FPP-22

'-6

-6

1' -6

'-6

-6

1' -6

A1.03 D

FPP-21

FPP-20

1' -6

'-6

1'-0"

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KEYNOTES: SHEET A1.03 ONLY

01 GENERAL:

01.01 REPORT DISTANCE TO ARCHITECT FOR

APPROVAL.

01.02 DIMENSION TO INTERIOR FLUTE OF

METAL BUILDING PANEL.

01.03 8" CMU WALL STRUCTURE, STUCCO

COATED. SEE ELEVATIONS AND DETAILS.

SCALE:1 HARDSCAPE CURVED WALLS

1/16" = 1'-0"

21'-6" 39'-6" 39'-5 3/4". 123'-9 3/4". 139'-7"

4'-5" 17'-1" 39'-6" 39'-5 3/4". 17'-2". 4'-3".±

-0

-0 " R

A D

T O

E O

F W

-0 " R

A D

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W A

-0 " R

A D

T O

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W A

-0 " R

A D

N E

O F

W A

-8

34'-0 3/4". 34'-0 3/4".

5'-7"±

5'-7".±

10'-4 3/4"± 10'-2 3/4"±

30'-9 3/4" 30'-9 3/4"

113'-2 3/4". 68'-1 1/2". 61'-7 1/2"

'-5

'-8

'-5

'-6

'-2

'-1

'-0

'-1

'-2

5' -1

6' -0

SCALE:2 HARDSCAPE CURVED WALL ELEVATION

1/8" = 1'-0"

6' -0

-0

2' -0

8' -0

6' -0

-0

2' -0

6' -0

-0

2' -0

8' -0

6' -8

SCALE:3 HARDSCAPE CURVED WALL ELEVATION

1/8" = 1'-0"

8' -0

SCALE:4 HARDSCAPE CURVED WALL ELEVATION

1/8" = 1'-0"

61'-7 1/2".

A1.04

7' -8

17'-1" 39'-6" 39'-5 3/4" 17'-2"

11'-11".

29'-0". 55'- 8 3/4". 28'-6".

27'-7". 28'-1 3/4". 11'-4".

113'-2 3/4"

6' -0

-0

2' -0

30'-9 3/4" 30'-9 3/4"

34'-0 3/4". 34'-0 3/4".

68'-1 1/2".

8'-0" A.F.F. 6'-0" A.F.F.

6'-0" A.F.F.

8'-0" A.F.F.

6'-0" A.F.F.

8'-0" A.F.F.

7'-8 3/4" A.F.F.

6'-0" A.F.F.

6'-0" A.F.F.8 -0" A.F.F.

7'-8 3/8" A.F.F.

6'-8". A.F.F.

7'-6 1/2" A.F.F.

7' -6

AutoCAD SHX Text 201 hollywood blvd ne | ft walton beach | florida | 32548

AutoCAD SHX Text

A3.01

A3.02

EXISTING

MEN'S

EXISTING

WOMEN'S

A101A

D A101B

ENTRY LOBBY

'A'

A100

ENTRY VESTIBULE

'A'

A101

MEN'S

A104

JANITOR

A103

CORRIDOR

A102

WOMEN'S

A105

D A

D A104

D A105

02 01

A5.01

A2.01

'-8

" E

L D

N C

ALSF

A2 llc

D A

D R

A W

N B

P R

C T

N O

R E

A 1.

P H

A S

B : E

Y 'A

O O

R P

H L

S A

N O

S m d .

B R ig do n C en te r Fa ca de

M od ifi ca tio ns

L ew is T ur ne r B lv d Fo rt W al to n B ea ch

, F lo rid a

J ul

SCALE:1 PHASE 1B: ENTRY 'A': ANNOTATION FLOOR PLAN WITH LIFE SAFETY NOTES

1/4" = 1'-0"

KEYNOTES:

SHEET A1.10 ONLY

01 GENERAL:

01.01 NOT USED.

01.02 NOT USED.

01.03 NOT USED.

01.04 NOT USED.

02 CIVIL:

02.01 SEE SHEET A150 FOR CIVIL

AND HARDSCAPE.

03 CONCRETE:

03.01 EDGE OF EXISTING

CONCRETE SLAB.

10 SPECIALTIES:

10.01 SEMI-RECESSED FIRE

EXTINGUISHER CABINET,

WITH 5lbs EXTINGUISHER.

13 SPECIAL

CONSTRUCTION:

13.01 FACE OF EXISTING METAL

BUILDING GIRT.

D A

ALSF

5' -1

EXISTING

MEN'S

EXISTING

WOMEN'S

2'-10" 8'-0" 1'-2"

20'-0"

2" EXP.

JNT.

2'-6"5'-3"

2" E

1'-4"

20'-0"

5'-8" 13'-0"

ENTRY LOBBY

'A'

A100

ENTRY VESTIBULE

'A'

A101

MEN'S

A104

JANITOR

A103

CORRIDOR

A102

WOMEN'S

A105

2" E

4' -9

-1 1"

2" EXP.

JNT.19'-6"3"5'-7".3".

26'-0".

13'-3".3"

13'-6".

2" E

5' -4

2" E

3" 7'

-9

3" 9'

-9

'-0

-6

'-1

5' -4

3" 5'

-1

5'-7".3".

5'-10".13'-6".

5' -1

1' -6

-0

8' -0

4' -5

3' -8

-5

19'-6"8" 8"

20'-10" CONCRETE WALKWAY

1' -0

'-0

3" 2'-9" 10" 6'-2" 6'-2" 10" 2'-9" 3"

20'-0"19'-4"

1'-4" TYP.

ALL

1' -4

" T

8" 8'

-0

9' -4

O N

C R

W A

A Y

8" 8'

-0

9' -4

O N

C R

W A

A Y

10'-4" 2'-8"

3" 5'

-1

6' -0

39'-4"

2" E

SCALE:1 PHASE 1B: ENTRY 'A': DIMENSION FLOOR PLAN

1/4" = 1'-0"

13 01

4' -9

-1 1"

'-0

'-1

8'-0" 2'-4". 2'-4". 4"

3' -8

S E

E S

H E

E T

A 1.

R C

O N

U A

S E

E S

H E

E T

A 1.

R C

O N

U A

S E

E S

H E

E T

A 1.

R C

O N

U A

S E

E S

H E

E T

A 1.

R C

O N

U A

M.I.

100'-4" LS Path 10 4'-

" L

S Pa th

AutoCAD SHX Text 201 hollywood blvd ne | ft walton beach | florida | 32548

AutoCAD SHX Text

D R

A W

N B

P R

C T

N O

R E

A 1.

P H

A S

B : E

Y 'A

G P

A N

E L

P A

N P

N m d .

B R ig do n C en te r Fa ca de

M od ifi ca tio ns

L ew is T ur ne r B lv d Fo rt W al to n B ea ch

, F lo rid a

J ul

EXISTING

WOMEN'S

ENTRY LOBBY

'A'

A100MEN'S

A104

CORRIDOR

A102

SCALE:1 PHASE 1B: ENTRY 'A': FOLDING PANEL PARTITION PLAN

KEYNOTES: SHEET A1.11 ONLY

01 GENERAL:

01.01 x.

03 CONCRETE:

03.01 OUTSIDE EDGE OF EXISTING CONCRETE

SLAB.

05 METAL:

05.01 STEEL TUBE, SEE STRUCTURALS.

PAINTED WHERE EXPOSED.

08 DOORS & WINDOWS:

08.01 JAMB BY PAIRED PANEL OPERABLE

WALL SYSTEM MANUFACTURER.

1' -0

-8

'-8

-6

'-0

G C

O N

C R

1'-1"5'-5"5'-10".13'-6".

ENTRY VESTIBULE

'A'

A101

-8

10'-4" 2'-8"

8'-0" 2'-4". 2'-4". 4".

FPP-01

FPP-02

2'-4" 2'-4"

D A101A

D A101B

ALSF

A3.04

AutoCAD SHX Text

D R

A W

N B

P R

C T

N O

R E

A 1.

P H

A S

B : E

Y 'A

O O

m d .

B R ig do n C en te r Fa ca de

M od ifi ca tio ns

L ew is T ur ne r B lv d Fo rt W al to n B ea ch

, F lo rid a

J ul

SCALE:1 PHASE 1B: ENTRY 'A': ROOF PLAN

1/4" = 1'-0"

KEYNOTES: SHEET A1.12 ONLY

01 GENERAL:

01.01 EDGE OF WALL BELOW.

09 FINISHES:

09.01 5/8" GYPSUM BOARD CEILING, PAINTED.

09.02 SUSPENDED ACOUSTIC CEILING

SYSTEM, WITH EXPOSED GRID.

6'-2"

3'-0". 14'-0". 3'-0"

20'-0" 6'-2"

32'-4" AT TOP OF FACADE

2" E

'-0

-6

'-8

5' -4

2" E

'-8

6' -0

13'-2"

13'-2" 9'-2" 14'-0" 9'-2"

1'-11" 7'-3" 7'-3" 1'-11"

1' -0

-0

6' -0

13'-6". 25'-9".

39'-4"

SCALE:2 PHASE 1B: ENTRY 'A': REFLECTED CEILING PLAN

EXISTING

MEN'S

EXISTING

WOMEN'S

ENTRY LOBBY

'A'

A100

CEILING HT.

12'-0" A.F.F.

ENTRY VESTIBULE

'A'

A101

CEILING HT.

9'-0" A.F.F.

MEN'S

A104

CEILING HT.

10'-0" A.F.F.

CORRIDOR

A102

CEILING HT.

10'-0" A.F.F.

WOMEN'S

A105

CEILING HT.

10'-0" A.F.F.

JANITOR

A103

CEILING HT.

10'-0" A.F.F.

09 01

09 02

AutoCAD SHX Text

" E

L D

N C

D R

A W

N B

P R

C T

N O

R E

A 1.

P H

A S

B : E

Y 'B

N O

O N

O R

N m d .

B R ig do n C en te r Fa ca de

M od ifi ca tio ns

L ew is T ur ne r B lv d Fo rt W al to n B ea ch

, F lo rid a

J ul

SCALE:1 PHASE 1B: ENTRY 'B': ANNOTATION FLOOR PLAN WITH LIFE SAFETY NOTES

1/4" = 1'-0"

KEYNOTES: SHEET A1.20 ONLY

01 GENERAL:

01.01 SEE DETAIL 4 / A4.01.

01.02 SEE DETAIL 3 / A4.02

01.03 SEE DETAIL 5 / A3.03.

01.04 SEE DETAIL 6 / A3.03.

02 CIVIL:

02.01 SEE SHEET A150.

02.02 SEE SHEET A151.

10 SPECIALTIES:

10.01 35' FLAG AND POLE.

ENTRY LOBBY

'B'

B100

MEN'S

B108

JANITOR

B107

CORRIDOR

B106

WOMEN'S

B109

02 02

B104

JANITOR

B103

CORRIDOR

B102

WOMEN'S

B105

M.I.

D B105

D B104

D B

D B109

D B108

M.I.

A4.02

M.I. | SIM.

127'-5" LS Path

131'-1" LS Path

AutoCAD SHX Text 201 hollywood blvd ne | ft walton beach | florida | 32548

AutoCAD SHX Text

D R

A W

N B

P R

C T

N O

R E

A 1.

P H

A S

B : E

Y 'B

N F

R P

N m d .

B R ig do n C en te r Fa ca de

M od ifi ca tio ns

L ew is T ur ne r B lv d Fo rt W al to n B ea ch

, F lo rid a

J ul

SCALE:1 PHASE 1B: ENTRY 'B': DIMENSION FLOOR PLAN

1/4" = 1'-0"

KEYNOTES: SHEET A1.21 ONLY

01 GENERAL:

01.01 NOT USED.

01.02 SEE DETAIL 9 / A4.01.

01.03 SEE DETAIL 5 / A3.03.

01.04 SEE DETAIL 6 / A3.03.

02 CIVIL:

02.01 SEE SHEET A150.

02.02 SEE SHEET A151.

10 SPECIALTIES:

10.01 35' FLAG AND POLE.

5' -1

5'-4" 9'-4" 5'-4"

20'-0"

ENTRY LOBBY

'B'

B100

MEN'S

B108

JANITOR

B107

CORRIDOR

B106

WOMEN'S

B109

19'-6"3"5'-2".3".

31'-8".

13'-3".3"

2" E

3" 7'

-9

3" 9'

-9

'-0

-6

'-1

5' -4

3" 5'

-1

5'-7".3".

5'-10".13'-3".

1' -6

-0

8' -0

1' -5

19'-6"8" 8"

20'-10" CONCRETE WALKWAY

1' -0

'-0

3" 2'-9" 10" 6'-2" 6'-2" 10" 2'-9" 3"

20'-0"19'-4"

1'-4" TYP.

ALL

1' -4

" T

7" 8"

8' -0

9' -4

O N

C R

W A

A Y

8" 8'

-0

9' -4

O N

C R

W A

A Y

MEN'S

B104

JANITOR

B103

CORRIDOR

B102

WOMEN'S

B105

5' -1

3" 5'-2". 3". 13'-3".

5' -6

'-1

5' -4

-1

'-5

7' -9

9' -9

'-0

-4

5' -1

5' -4

7' -0

-5

3" 3'

-8

1' -5

19'-4"

2" E

5'-10". 13'-3".

2" E

13'-11"

5". 5".

5'-2" 3" 5"

3" 3"

3"13'-11"5'-2"3"5"

2" E

58'-2"

58'-8"

2" E

5' -4

-1

4' -5

3' -8

'-1

AutoCAD SHX Text 201 hollywood blvd ne | ft walton beach | florida | 32548

AutoCAD SHX Text

D R

A W

N B

P R

C T

N O

R E

A 1.

P H

A S

B : E

Y 'B

D C

N G

N m d .

B R ig do n C en te r Fa ca de

M od ifi ca tio ns

L ew is T ur ne r B lv d Fo rt W al to n B ea ch

, F lo rid a

J ul

SCALE:1 PHASE 1B: ENTRY 'B': REFLECTED CEILING PLAN

1/4" = 1'-0"

KEYNOTES: SHEET A1.23 ONLY

01 GENERAL:

01.01 x.

09 FINISHES:

09.01 5/8" GYPSUM BOARD CEILING, PAINTED.

09.02 SUSPENDED ACOUSTIC CEILING

SYSTEM, WITH EXPOSED GRID.

ENTRY LOBBY

'B'

B100

CEILING HT.

12'-0" A.F.F.

MEN'S

B108

CEILING HT.

10'-0" A.F.F.

CORRIDOR

B106

CEILING HT.

10'-0" A.F.F.

WOMEN'S

B109

CEILING HT.

10'-0" A.F.F.

JANITOR

B107

CEILING HT.

CORRIDOR

B102

CEILING HT.

10'-0" A.F.F.

JANITOR

B103

CEILING HT.

10'-0" A.F.F.

MEN'S

B104

CEILING HT.

10'-0" A.F.F.

WOMEN'S

B105

CEILING HT.

AutoCAD SHX Text

D R

A W

N B

P R

C T

N O

R E

A 1.

P H

A S

B : E

Y 'B

O O

m d .

B R ig do n C en te r Fa ca de

M od ifi ca tio ns

L ew is T ur ne r B lv d Fo rt W al to n B ea ch

, F lo rid a

J ul

SCALE:1 PHASE 1B: ENTRY 'B': ROOF PLAN

1/4" = 1'-0"

KEYNOTES: SHEET A1.24 ONLY

01 GENERAL:

01.01 EDGE OF WALL BELOW.

10 SPECIALTIES:

10.01 35' FLAG AND POLE.

6'-2"

3'-0". 14'-0".

20'-0" 6'-2"

32'-4" AT TOP OF FACADE

2" E

'-0

-6

'-8

5' -4

13'-2"

9'-2" 14'-0" 9'-2"

1'-11" 7'-3" 7'-3" 1'-11"

1' -0

-0

6' -0

13'-2"

2" E

'-0

5' -6

'-8

5' -4

13'-6". 31'-8". 13'-6".

58'-8"

3'-0"

13'-2"

58'-8"

32'-4"

AutoCAD SHX Text

D R

A W

N B

P R

C T

N O

R E

A 1.

P H

A S

B : E

Y 'C

O O

R P

N m d .

B R ig do n C en te r Fa ca de

M od ifi ca tio ns

L ew is T ur ne r B lv d Fo rt W al to n B ea ch

, F lo rid a

J ul

SCALE:1 PHASE 1B: ENTRY 'C': ANNOTATION FLOOR PLAN WITH LIFE SAFETY NOTES

1/4" = 1'-0"

KEYNOTES: SHEET A1.30 ONLY

01 GENERAL:

01.01 SEE DETAIL 4 / A3.03.

01.02 SEE DETAIL 3 / A4.02

01.03 SEE DETAIL 5 / A3.03.

01.04 SEE DETAIL 6 / A3.03.

02 CIVIL:

02.01 SEE SHEET A151.

09 FINISHES:

09.01 5/8" GYPSUM BOARD CEILING, PAINTED.

09.02 SUSPENDED ACOUSTIC CEILING

SYSTEM, WITH EXPOSED GRID.

10 SPECIALTIES:

10.01 SEMI-RECESSED FIRE EXTINGUISHER

CABINET, WITH 5lbs EXTINGUISHER.

D C

ALSF

EXISTING

MEN'S

ENTRY LOBBY

'C'

C100

MEN'S

C104

JANITOR

C103

CORRIDOR

C102

WOMEN'S

C105

D C

D C104

D C105

" E

L D

N C

SCALE:1 PHASE 1B: ENTRY 'C': DIMENSION FLOOR PLAN

D C

ALSF

EXISTING

MEN'S

ENTRY LOBBY

'C'

C100

MEN'S

C104

JANITOR

C103

CORRIDOR

C102

WOMEN'S

C105

D C

D C104

D C105

5' -1

9'-4" 5'-4"

20'-0"

5'-4"

19'-6"3"5'-2".3".

25'-10".

13'-3".3"

13'-6".

2" E

5' -4

3" 7'

-9

3" 9'

-9

'-0

-6

'-1

5' -4

3" 5'

-1

3" 5'-7".3".

5'-10".13'-6".

1' -6

-0

8' -0

19'-6"8" 8"

20'-10" CONCRETE WALKWAY

1' -0

'-0

3" 2'-9" 10" 6'-2" 6'-2" 10" 2'-9" 3"

20'-0"19'-4"

1'-4" TYP.

ALL

1' -4

" T

8" 8'

-0

9' -4

O N

C R

W A

A Y

7" 8"

'-1

'-5

5' -1

"5' -4

3" 3'

-8

1' -5

2" E

13'-11"

5".

5'-2" 3" 5"

3" 3"

3"5"

2" E

2" EXP.

JNT.

5" 2"

5' -1

-5

3' -8

-5

'-1

M.I. | SIM.

98'-2" LS Path

98'-2" L S Path

AutoCAD SHX Text 201 hollywood blvd ne | ft walton beach | florida | 32548

AutoCAD SHX Text

D R

A W

N B

P R

C T

N O

R E

A 1.

P H

A S

B : E

Y 'C

O O

m d .

B R ig do n C en te r Fa ca de

M od ifi ca tio ns

L ew is T ur ne r B lv d Fo rt W al to n B ea ch

, F lo rid a

J ul

SCALE:1 PHASE 1B: ENTRY 'C': ROOF PLAN

1/4" = 1'-0"

KEYNOTES: SHEET A1.32 ONLY

01 GENERAL:

01.01 EDGE OF WALL BELOW.

09 FINISHES:

09.01 5/8" GYPSUM BOARD CEILING, PAINTED.

09.02 SUSPENDED ACOUSTIC CEILING

SYSTEM, WITH EXPOSED GRID.

6'-2"

3'-0". 14'-0". 3'-0"

20'-0" 6'-2"

32'-4" AT TOP OF FACADE

2" E

'-0

-6

'-8

5' -4

2" E

'-8

6' -0

13'-2"

9'-2" 14'-0" 9'-2"

1'-11" 7'-3" 7'-3" 1'-11"

1' -0

-0

6' -0

13'-6". 25'-9".

39'-4"

32'-4"

45'-6".

SCALE:2 PHASE 1B: ENTRY 'C': REFLECTED CEILING PLAN

1/4" = 1'-0"

EXISTING

MEN'S

ENTRY LOBBY

'C'

C100

CEILING HT.

12'-0" A.F.F.

MEN'S

C104

CEILING HT.

10'-0" A.F.F.

CORRIDOR

C102

CEILING HT.

10'-0" A.F.F.

WOMEN'S

C105

CEILING HT.

10'-0" A.F.F.

JANITOR

C103

CEILING HT.

AutoCAD SHX Text

D R

A W

N B

P R

C T

N O

R E

A 1.

P H

A S

B H

A R

D S

C A

P E

N m d .

B R ig do n C en te r Fa ca de

M od ifi ca tio ns

L ew is T ur ne r B lv d Fo rt W al to n B ea ch

, F lo rid a

J ul

SCALE:1 PHASE 1B: PARTIAL HARDSCAPE PLAN

3/32" = 1'-0"

A1.10

BUILDING A3

EXISTING

BUILDING A2

EXISTING

BUILDING A1

EXISTING

BUILDING 'B'

ENTRY LOBBY

'A'

A100

ENTRY VESTIBULE

'A'

A101

MEN'S

A104

WOMEN'S

A105

12'-4"12'-4"12'-4"12'-4"12'-4"12'-4"12'-4"12'-4"12'-4"12'-4"12'-4"12'-4"8"

148'-8" 122'-7"19'-6" 19'-6"

148'-0"

SCALE:2 PHASE 1B: PARTIAL HARDSCAPE PLAN

3/32" = 1'-0"

A1.30

BUILDING A2

EXISTING

BUILDING A1

ENTRY LOBBY

'C'

C100

MEN'S

C104

CORRIDOR

C102

WOMEN'S

C105

19'-6"

EXISTING

BUILDING A1

JANITOR

C103

CORRIDOR

A102

JANITOR

A103

ENTRY LOBBY 'B'

B100

MEN'S

B104

WOMEN'S

B105

CORRIDOR

B102

JANITOR

B103

MEN'S

B108

JANITOR

B107

CORRIDOR

B106

WOMEN'S

B109

ENTRY LOBBY 'B'

B100

MEN'S

B104

WOMEN'S

B105

CORRIDOR

B102

JANITOR

B103

MEN'S

B108

JANITOR

B107

CORRIDOR

B106

WOMEN'S

B109

12'-1 3/4"

19'-6"

12'-3". 12'-3".

121'-5" 19'-6"

8" 8'

-0

9' -4

8" 8'

-0

9' -4

8" 8'

-0

9' -4

12'-3". 12'-3". 12'-3". 12'-3". 12'-3". 12'-4". 12'-3". 12'-3".12'-3".12'-3".

12'-2". 12'-2". 12'-2". 12'-1 1/2". 12'-1". 12'-1". 12'-2".12'-2".12'-2".12'-1 1/2".

A1.03

SIM

A1.03

AutoCAD SHX Text

GATE BGATE A

GATE B GATE C

GATE BGATE A GATE C

GATE B GATE CGATE A

llc

D A

D R

A W

N B

P R

C T

N O

R E

A 2.

B U

O N

S m d .

B R ig do n C en te r Fa ca de

M od ifi ca tio ns

L ew is T ur ne r B lv d Fo rt W al to n B ea ch

, F lo rid a

J ul

SCALE:1 OVERALL BUILDING ELEVATION: SOUTH

1" = 20'-0"

SCALE:2 PARTIAL BUILDING ELEVATION: ENTRY VESTIBULE 'A' [ SOUTH ]

1/8" = 1'-0"

SCALE:3 PARTIAL BUILDING ELEVATION: ENTRY VESTIBULE 'B' [ SOUTH ]

1/8" = 1'-0"

SCALE:4 PARTIAL BUILDING ELEVATION: ENTRY VESTIBULE 'C' [ SOUTH ]

1/8" = 1'-0"

4' -8

'-0

75°

'-0

75°

'-0

75°8' -0

'-0

°13

'-0

4' -8

148'-0". 19'-6" 122'-7"

121'-5".19'-6"122'-7".

121'-5" 19'-6" 60'-0"

'-0

°13

'-0

4' -8

'-0

75°

'-0

4' -8

'-0

2' -8

3' -0

2' -8

3' -0

2' -8

3' -0

2' -8

3' -0

2' -8

3' -0

2' -8

3' -0

2' -8

3' -0

2' -8

3' -0

2' -8

3' -0

4' -8

'-4

5' -0

'-0

148'-0" 19'-6" 122'-7" 19'-6" 121'-5" 19'-6"

'-4

4' -8

'-0

4' -8

'-4

5' -0

'-0

TYP. SIDE ELEVATION

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GATE A GATE A

llc

D A

D R

A W

N B

P R

C T

N O

R E

A 3.

B U

S E

O N

S m d .

B R ig do n C en te r Fa ca de

M od ifi ca tio ns

L ew is T ur ne r B lv d Fo rt W al to n B ea ch

, F lo rid a

J ul

SCALE:1 BUILDING SECTION

1/4" = 1'-0"

KEYNOTES: SHEET A3.01 ONLY

01 GENERAL:

01.01 x.

09 FINISHES:

09.01 3 COAT STUCCO SYSTEM, METAL LATH.

10 SPECIALTIES:

10.01 BACKLIT SIGN (BY OWNER):

1. ALUMINUM BOX AND FRAME.

2. LED LIGHTING, ON PHOTO CELL.

3. VINYL GRAPHICS AND DESIGNATIONS.

SCALE:2 BUILDING SECTION

1/4" = 1'-0"

SCALE:4 BUILDING SECTION

1/4" = 1'-0"SCALE:3 BUILDING SECTION

1/4" = 1'-0"

A4.01

'-9

-6

1' -8

'-0

19'-6"3'-6 1/2". 3'-6 1/2".

5'-6" 2'-6" 14'-6" 2'-6" 5'-6"

'-2

'-9

'-2

'-9

A3.02

M.I.

A4.03

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K-5016-ERDEXTERC_URINALSVITREOUS CHINA

yes45fs_sb_og_Jam b_Lft ye s4 5f s_ sb _o g_ Ja m b_ Lf t yes45fs_sb_og_Jam b_Lft ye s4 5f s_ sb _o g_ Ja m b_ Lf t

GATE B

SCALE:1 BUILDING SECTION

1/4" = 1'-0"

M.I.

D R

A W

N B

P R

C T

N O

R E

A 3.

B U

S E

O N

S m d .

B R ig do n C en te r Fa ca de

M od ifi ca tio ns

L ew is T ur ne r B lv d Fo rt W al to n B ea ch

, F lo rid a

J ul

A4.01

SCALE:2 BUILDING SECTION

1/4" = 1'-0"

SCALE:3 BUILDING SECTION

1/4" = 1'-0"

SCALE:4 BUILDING SECTION

M.I.

A4.01 M.I.

KEYNOTES: SHEET A3.01 ONLY

01.01 x.

09 FINISHES:

09.01 3 COAT STUCCO SYSTEM, METAL LATH.

10 SPECIALTIES:

10.01 BACKLIT SIGN (BY OWNER):

1. ALUMINUM BOX AND FRAME.

2. LED LIGHTING, ON PHOTO CELL.

3. VINYL GRAPHICS AND DESIGNATIONS.

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850.496.2166 | www.jdfarchitecture.com | AA26002502 these plans and the ideas and concepts contained herein including digital information are the property of jdf architecture and are not to be reproduced, copied, modified, or changed in any form or manner without the express written permission and consent of jdf architecture. copyright © 2025 20252025 yes45fs_sb_og_Jamb_Lft b_Lft yes45fs_sb_og_Jamb_Lft yes45fs_sb_og_Jam b_Lft yes45fs_sb_og_Jam b_Lft yes45fs_sb_og_Jam b_Lft yes45fs_sb_og_Jam b_Lft ye s4

5f s_ sb _o g_ Ja m b_

Lf t llc

D A

D R

A W

N B

P R

C T

N O

R E

A 3.

S E

O N

D E

S m d .

B R ig do n C en te r Fa ca de

M od ifi ca tio ns

L ew is T ur ne r B lv d Fo rt W al to n B ea ch

, F lo rid a

J ul

SCALE:1 TYPICAL SIDE ELEVATION

1/8" = 1'-0"

SCALE:2 WALKWAY CANOPY SECTION

3/4" = 1'-0"

2' -8

8' -0

8'-0"

2' -0

1'-4"1'-4"

2'-8"

8'-0"8" 8"

1' -0

8' -2

8". 8".

05 03

06 05

05 04

05 02

04 02

04 01

4" 3/

05 06

03 03

03 02

05 07

03 05

03 04

SCALE:3 COLUMN BASE PLAN

3/4" = 1'-0"

1'-3 5/8"

1' -3

" 04 02

04 01

3'-6"

08 02

07 02

3".

06 03

SCALE:5 DETAIL

05 11

06 04

06 01

07 05

09 03

09 04

07 03

07 04

05 12

07 06

2" E

. J

N T.

09 05

2'-0"

09 10

05 14

09 11

05 15

1'-8"

4" 2"

09 12

05 15

2".

15 07

08 05

05 16

SCALE:9 DETAIL

1 1/2" = 1'-0"

SCALE:7 DETAIL

1/4" = 1'-0"

9' -0

9' -3

7' -0

-0

G S

R E

13'-0"

10'-4" 2'-8"

8'-0"

2'-4" ( VERIFY POCKET WIDTH

WITH MANUFACTURER )

2'-4" ( VERIFY POCKET WIDTH

WITH MANUFACTURER ) 4 3/16"

3' -8

( V

E R

P O

C K

E T

D E

H M

A N

R E

KEYNOTES: SHEET A3.03 ONLY

01 GENERAL:

01.01 10'-8" TO EDGE EXISTING SLAB.

03 CONCRETE:

03.01 2,500 PSI CONCRETE CAP.

03.02 NON-SHRINK GROUT.

03.03 2,500 PSI CONCRETE FOOTING.

03.04 2,500 PSI CONCRETE WALKWAY.

03.05 LINE OF CONCRETE FOOTING FOR WALKWAY.

04 MASONRY:

04.01 BRICK VENEER.

04.02 ADJUSTABLE BRICK ANCHOR AT 16" O.C. WELD TO

COLUMN.

05 METAL:

05.01 3" GALV. STEEL ROOF DECKING [CURVED], SEE

STRUCTURALS.

05.02 STEEL TUBE, SEE STRUCTURALS. PAINTED WHERE

EXPOSED.

05.03 END CAP FOR STEEL TUBE, SEE STRUCTURALS.

05.04 KYNAR FINISHED, EAVE FLASHING. SEE DETAIL 8 /

A4.01

05.05 SECONDARY STEEL (ANGLE)(FRAMING) SEE

STRUCTURAL.

05.06 (4) #5 RODS EACH WAY.

05.07 #5 ROD, CONTINUOUS.

05.08 3 5/8" GALV. STEEL STUDS AT 16" O.C.

05.09 2 1/2" GALV. STEEL STUDS AT 16" O.C.

05.10 METAL CLOSURE TRIM, COLOR TO MATCH

ADJACENT WALL

05.11 2" x 2" x 48"h STAINLESS STEEL CORNER GUARD, SET ON TOP OF BASE TRIM.

05.12 8" GALV. STEEL STUDS AT 16" O.C.

05.13 STANDING SEAM METAL ROOF SYSTEM, CURVED.

05.14 ALUMINUM EDGE TRIM EQUAL TO "VINPRO-S VPS

60" BY SCHLUTER SYSTEMS.

05.15 2" WIDE x 1/4" THK. STEEL FLAT BAR BRACKETS AT

24" O.C., PAINTED. SEE DETAIL.

05.16 1/4" DIA. x 4"L LAG BOLTS, [ 4 ] PER BRACKET.

PAINTED.

05.17 STEEL BEAM, SEE STRUCTURALS.

05.18 6" GALV. STEEL STUDS AT 16" O.C.

06 WOOD:

06.01 5/8" PLYWOOD SHEATHING.

06.02 PRESSURE TREATED 2" x 4"

06.03 WOOD BLOCK / BUCK / SHIM.

06.04 PRESSURE TREATED 2" x 12"

06.05 PRESSURE TREATED 2" x 6"

06.06 PRESSURE TREATED 3/4" PLYWOOD.

07 THERMAL & MOISTURE PROTECTION:

07.01 FULLY ADHERED 'TPO' MEMBRANE ROOFING

SYSTEM.

07.02 SEALANT ( & BACKER ROD ).

07.03 QUARTER ROUND EXPANSION JOINT.

07.04 JOINT FILLER. "DSM-DS" SYSTEM BY SIKA "EMSEAL".

07.05 ROLL ON VAPOR PERMEABLE AIR AND

WATER-RESISTIVE BARRIER MEMBRANE, EQUAL TO

ACROSTOP-R.

07.06 WALL, BATT INSULATION, R-19.

08 DOORS & WINDOWS:

08.01 STOREFRONT WINDOW SYSTEM, EQUAL TO YKK

"YES 45 FS".

08.02 1/4" TEMPERED GLASS.

08.03 STOREFRONT DOOR SYSTEM, EQUAL TO YKK "YES

50T".

08.04 NATIONAL GUARD PRODUCTS THRESHOLD "896S"

08.05 MIRROR, 40" X 40", 1/4" TEMPERED GLASS, WITH

STAINLESS STEEL FRAME, MOUNT 40" MAX. TO

BOTTOM A.F.F.

08.06 OWNER DIRECT PURCHASE:

PAIRED PANEL OPERABLE WALL SYSTEM, EQUAL

TO:

MODERNFOLD, PREMIER PAIRED PANEL

TYPE: HINGED PANEL, WIDTH: 23'-4" (FIELD

VERIFY)

FABRICATION HEIGHT: 7''-10" (FIELD

VERIFY)

SUSPENSION SYSTEM: #17 BRACKET

BOTTOM SEALS: 2 AUTOMATIC

ACOUSTICAL RATING: 50

PANEL FINISH: HEAVY DUTY VINYL,30oz MIN

HINGE COLOR: SELECTED BY ARCHITECT /

OWNER

TRIM COLOR: SELECTED BY ARCHITECT /

OWNER

COLOR: SELECTED BY ARCHITECT /

OWNER

PROVIDE MAN DOOR-NORTHERN MOST PANEL.

THERESA TUCKER - 205-956-1600

08.07 HANGER RODS BY PAIRED PANEL OPERABLE WALL

SYSTEM MANUFACTURER.

08.08 HEAD TRACK ASSEMBLY BY PAIRED PANEL

OPERABLE WALL SYSTEM MANUFACTURER.

08.09 AUTOMATIC BOTTOM SEALS BY PAIRED PANEL

OPERABLE WALL SYSTEM MANUFACTURER.

09 FINISHES:

09.01 5/8" TYPE 'X' IMPACT RESISTANT GYPSUM BOARD.

09.02 WALL TO WALL EXPANSION JOINT COVER EQUAL TO

"CVR 811-A07-050" BY INPRO CORPORATION

Ph. (800) 222-5556

09.03 3 COAT STUCCO SYSTEM, METAL LATH.

09.04 PERFORATED DRIP EDGE FOR STUCCO SYSTEM.

09.05 PAINT ALL EXPOSED SIDES / FACES, SEE SPECS.

09.06 SUSPENDED ACOUSTIC CEILING SYSTEM.

09.10 SLIP RESISTANT EPOXY FLOOR COATING, TURN UP

6" AT ALL WALLS.

09.11 CANT STRIP FOR FLOOR COATING AS REQUIRED.

09.12 3cm SOLID SURFACE, CORIAN OR EQUAL, TOP, BACK SPLASH, AND FRONT. COLOR TO BE

DETERMINED.

13 SPECIAL CONSTRUCTION:

13.01 EXISTING METAL BUILDING SYSTEM.

13.02 NEW METAL BUILDING FRAME AS REQUIRED.

13.03 EXISTING EXTERIOR METAL BUILDING WALL

PANELS. REMOVE WALL PANELS AS REQUIRED TO

PLACE NEW WORK.

13.04 EXISTING INTERIOR METAL BUILDING WALL PANELS.

REMOVE WALL PANELS AS REQUIRED TO PLACE

NEW WORK.

13.05 METAL BUILDING SYSTEM, FOR CRICKET.

13.06 EXISTING METAL BUILDING GIRT.

15 MECHANICAL:

15.01 DECK MOUNTED SINK WITH FAUCET GROUP, W/

ADA COMPLIANT PIPE PROTECTOR.

3".

05 18

08 06

09 06

05 08

08 03

08 04

03 06

SCALE:8 DETAIL

9' -0

7' -0

-0

G S

R E

9' -3

2'-4" ( VERIFY POCKET WIDTH

WITH MANUFACTURER )

2'-4" ( VERIFY POCKET WIDTH

WITH MANUFACTURER )

05 10

( V

E R

P O

C K

E T

D E

H M

A N

R E

1' -6

08 09

08 08

08 07

05 17

13 06

-1

1" F

V E

Y P

R T

B R

N 1'

-6

9' -5

SCALE:4 DETAIL

3/4" = 1'-0"

SCALE:10 DETAIL

3/4" = 1'-0"

SCALE:11 DETAIL

3/4" = 1'-0"

SCALE:6 DETAIL

3/4" = 1'-0"

2" E

13 04

13 02

VARIES, SEE FLOOR PLAN

13 03

2" EXP.

JNT.

3'-6"

AutoCAD SHX Text

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850.496.2166 | www.jdfarchitecture.com | AA26002502 these plans and the ideas and concepts contained herein including digital information are the property of jdf architecture and are not to be reproduced, copied, modified, or changed in any form or manner without the express written permission and consent of jdf architecture. copyright © 2025 20252025 b_Lft ye s4 5f s_ sb _o g_ Ja m b_ Lf t ye s4 5f s_ sb _o g_ Ja m b_ Lf t yes45fs_sb_og_Jam b_Lft llc

D A

D R

A W

N B

P R

C T

N O

R E

A 3.

S E

O N

D E

S m d .

B R ig do n C en te r Fa ca de

M od ifi ca tio ns

L ew is T ur ne r B lv d Fo rt W al to n B ea ch

, F lo rid a

J ul

SCALE:1 TYPICAL SIDE ELEVATION

1/4" = 1'-0"

SCALE:2 TYPICAL SIDE ELEVATION

1/8" = 1'-0"

1'-6" 23'-8" 23'-8" 11'-2" 9'

-5 " T

O T

O P

O F

B E

A M

9' -5

" T O

T O

P O

F B

E A

SIM.

SCALE:3 SECTION

3/4" = 1'-0"

4" 9".

1'-8" SQ.

01 01 02

05 05

1'-6" 28'-6" 28'-6" 1'-6"

-6

SCALE:4 SECTION

4'-6" SQUARE FOOTING

-6

SCALE:5 SECTION

4'-6" SQUARE FOOTING

KEYNOTES: SHEET A3.04 ONLY

01.01 VERIFY DEPTH OF FOOTING, SEND

REPORT TO ARCHITECT.

01.02 4"d CONCRETE SLAB CUT-OUT.

03 CONCRETE:

03.01 3,000 psi CONCRETE.

03.02 FILL WITH 3,000 psi CONCRETE.

03.03 2" NON-SHRINK GROUT'

03.04 EXISTING CONCRETE SLAB.

05 METAL:

05.01 3/4" x 12" SQ. PLATE, WITH (4) 3/4" x 14" F

1554 GR 55 ALL THREAD BOLTS. DRILL

AND EPOXY.

05.02 3/4" x 12" SQ. PLATE, WITH (4) 3/4" x 14"

BOLTS.

05.03 HSS 6" x 6" x 3/8" SQUARE TUBE

COLUMN. PAINTED.

05.04 3/8" PLATE WITH (4) 3/4" A325 BOLTS,

TYP.

05.05 #5 RODS AT 12" O.C. EACH WAY.

05.06 STEEL BEAM, SEE BUILDING SECTIONS

05.07 W12 x 35 WITH 1/4" CAMBER.

05.08 W12 x 35 WITH 3/8" CAMBER.

05.09 GALV. STEEL STUDS AT 16" O.C.

08 DOORS & WINDOWS:

08.01 SUSPENSION SYSTEM FOR PAIRED PANEL

OPERABLE WALL SYSTEM, TYPICAL FULL

LENGTH OF BEAM.

08.02 OWNER DIRECT PURCHASE:

PAIRED PANEL OPERABLE WALL SYSTEM,

EQUAL TO:

MODERNFOLD, PREMIER PAIRED PANEL

TYPE: HINGED PANEL, WIDTH: 23'-4"

(FIELD VERIFY)

FABRICATION HEIGHT: 7''-10" (FIELD

VERIFY)

SUSPENSION SYSTEM: #17 BRACKET

BOTTOM SEALS: 2 AUTOMATIC

ACOUSTICAL RATING: 50

PANEL FINISH: HEAVY DUTY VINYL,30oz

MIN

HINGE COLOR: SELECTED BY

ARCHITECT / OWNER

TRIM COLOR: SELECTED BY ARCHITECT

/ OWNER

COLOR:SELECTED BY ARCHITECT /

OWNER

PROVIDE MAN DOOR-NORTHERN MOST

PANEL.

THERESA TUCKER - 205-956-1600

09 FINISHES:

09.01 5/8" TYPE 'X' IMPACT RESISTANT GYPSUM

BOARD.

13 SPECIAL CONSTRUCTION:

13.01 EXISTING METAL BUILDING SYSTEM.

AutoCAD SHX Text

AutoCAD SHX Text 201 hollywood blvd ne | ft walton beach | florida | 32548

AutoCAD SHX Text

850.496.2166 | www.jdfarchitecture.com | AA26002502 these plans and the ideas and concepts contained herein including digital information are the property of jdf architecture and are not to be reproduced, copied, modified, or changed in any form or manner without the express written permission and consent of jdf architecture. copyright © 2025 20252025 ye s4 5f s_ sb _o g_ Ja m b_ Lf t yes45fs_sb_og_Jam b_Lft llc

D A

D R

A W

N B

P R

C T

N O

R E

A 4.

S E

O N

D E

S m d .

B R ig do n C en te r Fa ca de

M od ifi ca tio ns

L ew is T ur ne r B lv d Fo rt W al to n B ea ch

, F lo rid a

J ul

KEYNOTES: SHEET A4.01 ONLY

01 GENERAL:

01.01 x.

02 DEMOLITION:

02.01 REMOVE EXISTING EXTERIOR METAL

BUILDING WALL PANELS AS REQUIRED TO

PLACE NEW WORK.

02.02 REMOVE EXISTING INTERIOR WALL PANELS AS

REQUIRED TO PLACE NEW WORK.

03 CONCRETE:

03.01 CONCRETE FOUNDATION / SLAB.

03.02 EDGE OF CONCRETE SLAB BELOW.

05 METAL:

05.01 8" GALV. STEEL STUDS AT 16" O.C.

05.02 6" GALV. STEEL STUDS AT 16" O.C.

05.03 3 5/8" GALV. STEEL STUDS AT 16" O.C.

05.04 2 1/2" GALV. STEEL STUDS AT 16" O.C.

05.05 ALUMINUM EDGE TRIM EQUAL TO "VINPRO-S

VPS 60" BY SCHLUTER SYSTEMS.

05.06 STEEL TUBE, SEE STRUCTURALS.

05.07 STEEL BAR JOIST, SEE STRUCTURALS.

05.08 GALV. STEEL ROOF DECKING, SEE

STRUCTURALS.

05.09 METAL COUNTER FLASHING, COLOR TO

MATCH METAL BUILDING ROOFING

05.10 SECONDARY STEEL ( ANGLE )( FRAMING )

SEE STRUCTURAL.

05.11 KYNAR FINISHED, EAVE FLASHING. SEE

DETAIL 8 / A4.01

05.12 ( 2 ) 8" GALV. STEEL STUDS AS BEAM.

05.13 METAL CLOSURE TRIM, COLOR TO MATCH

ADJACENT WALL.

05.14 3" GALV. STEEL ROOF DECKING [CURVED],

SEE STRUCTURALS.

05.15 STANDING SEAM METAL ROOFING, [CURVED].

05.16 CENTERLINE OF STRUCTURE.

05.17 TRIM FLASHING, KYNAR FINISHED.

05.18 STEEL BEAM, SEE STRUCTURALS.

05.19 2" x 2" x 48"h STAINLESS STEEL CORNER

GUARD, SET ON TOP OF BASE TRIM.

06 WOOD:

06.01 PRESSURE TREATED 2" x 4"

06.02 PRESSURE TREATED 2" x 6"

06.03 PRESSURE TREATED 2" x 8"

06.04 WOOD BLOCK / BUCK / SHIM.

06.05 5/8" PLYWOOD SHEATHING.

06.06 PRESSURE TREATED 2" x 12"

06.07 TOP OF 2" x 6" WOOD BANDING.

07 THERMAL & MOISTURE

PROTECTION:

07.01 WALL, BATT INSULATION, R-19.

07.02 FULLY ADHERED 'TPO' MEMBRANE ROOFING

SYSTEM.

07.03 TAPERED POLYISOCYANURATE RIGID

INSULATION SYSTEM, R-30 AVERAGE.

1 1/2" MIN. THICKNESS AT ROOF EDGE.

07.04 ROLL ON VAPOR PERMEABLE AIR AND

WATER-RESISTIVE BARRIER MEMBRANE,

EQUAL TO ACROSTOP-R.

07.05 QUARTER ROUND EXPANSION JOINT.

07.06 JOINT FILLER. "DSM-DS" SYSTEM BY SIKA

EMSEAL.

07.07 SEALANT ( & BACKER ROD ).

07.08 HALF ROUND EXPANSION JOINT.

07.09 60 MIL. PEAL & STICK MEMBRANE AS PRIMARY

WEATHER BARRIER.

07.10 MECHANICAL FLASHING BAR FOR 'TPO'

MEMBRANE ROOFING SYSTEM.

08 DOORS & WINDOWS:

08.01 STOREFRONT WINDOW SYSTEM, EQUAL TO

YKK "YES 45 FS".

08.02 1/4" TEMPERED GLASS.

08.03 8" w ALUMINUM SADDLE THRESHOLD, NATIONAL GUARD PRODUCTS, # 438.

ANCHOR AT ONE SIDE ONLY.

09 FINISHES:

09.01 5/8" TYPE 'X' IMPACT RESISTANT GYPSUM

BOARD.

09.02 SUSPENDED ACOUSTIC CEILING SYSTEM.

09.03 FLOOR FINISH, SEE SCHEDULE.

09.04 SLIP RESISTANT EPOXY FLOOR COATING,

TURN UP 6" AT ALL WALLS.

09.05 CANT STRIP FOR FLOOR COATING AS

REQUIRED.

09.06 NOT USED.

09.07 3 COAT STUCCO SYSTEM, METAL LATH.

09.08 PERFORATED DRIP EDGE FOR STUCCO

SYSTEM.

09.09 PVC DRIP EDGE / 'J' TRIM.

09.10 WALL TO WALL EXPANSION JOINT COVER

EQUAL TO "CVR 811-A07-050" BY INPRO

CORPORATION

Ph. (800) 222-5556

13 SPECIAL CONSTRUCTION:

13.01 EXISTING METAL BUILDING SYSTEM.

13.02 NEW METAL BUILDING 'CRICKET' ROOF, TIE

INTO EXISTING METAL BUILDING ROOF.

13.03 NEW 8" METAL BUILDING GIRT.

13.04 EXTERIOR METAL BUILDING WALL PANELS TO

REMAIN.

13.05 INTERIOR METAL BUILDING WALL PANELS TO

REMAIN.

SCALE:1 BUILDING SECTION

3/4" = 1'-0" SCALE:2 BUILDING SECTION

3/4" = 1'-0" SCALE:3 BUILDING SECTION

3/4" = 1'-0"…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 18, 2026.