250915_PERMIT_SET_-_PH_REC_CENTER_-_ARCHITECTURAL_ESS.pdf

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PALM HARBOR PARKS AND

RECREATION

1500 16TH STREET, PALM HARBOR FL 34683

MASTER CONSULTING ENGINEERS

5523 W CYPRESS ST SUIT 200, TAMPA, FL 33607

STRUCTURAL ENGINEER

VOLTAIR CONSULTING ENGINEERS

6005 BENJAMIN RD SUITE A, TAMPA, FL 33634

MEP & FP ENGINEER

VICKSTROM ENGINEERING SERVICES

132 MIRROR LAKE DR. N SUITE 202 ST. PETERSBURG, FL 33701

CIVIL ENGINEER

TERRA TECTONICS DESIGN GROUP INC

1188 KAPP DR., CLEARWATER, FL 33765

LANDSCAPE ARCHITECT

TBCI DESIGN

1201 6TH AVE W #100, BRADENTON, FL 34205

FOOD SERIVCE

PERMIT SET

BOARD OF COMMISSIONERS -

CHRIS SCHERER

BRIAN SCOTT

VINCE NOWICKI

DAVE EGGERS

CHRIS LATVALA

KATHLEEN PETERS

RENE FLOWERS

GENERAL NOTES

1. EXISTING ITEMS AND CONDITIONS ARE DEPICTED AND DESCRIBED ON THESE DRAWINGS

ACCORDING TO THE BEST AVAILABLE INFORMATION AND SURVEYS. THE ARCHITECT

PROVIDES NO ASSURANCE AS TO, AND ASSUMES NO RESPONSIBILITY FOR THE

ACCURACY OF THESE DEPICTIONS AND DESCRIPTIONS. FIELD VERIFY AND DETERMINE,

BY ANY MEANS NECESSARY, THE ACTUAL LOCATION, CONFIGURATION AND CONDITION

OF ALL PERTINENT ITEMS, INCLUDING THOSE THAT MAY BE IN CONCEALED LOCATIONS.

IF INVESTIGATION DISCOVERS THAT ACTUAL CONDITIONS DIFFER FROM WHAT IS

DEPICTED OR DESCRIBED ON THESE DRAWINGS OR IF THE ITEMS AND CONDITIONS THAT

ARE TO REMAIN AS PART OF THE FINISHED WORK ARE UNSUITABLE TO SUPPORT OR

ACCOMMODATE THE WORK REQUIRED FOR THIS PROJECT, OR DO NOT COMPLY WITH

BUILDING CODE REQUIREMENTS OR MEET CONSTRUCTION INDUSTRY STANDARDS,

IMMEDIATELY NOTIFY THE ARCHITECT BY RFI AND DO NOT PROCEED WITH THE WORK

UNTIL RECEIPT OF SUPPLEMENTAL INSTRUCTIONS FROM THE ARCHITECT.

2. ESTABLISH AREAS AND LIMITS OF CONSTRUCTION ACTIVITY ACCEPTABLE TO THE

OWNER AND PROVIDE THE TEMPORARY FACILITIES REQUIRED TO ACCOMPLISH THE

WORK INCLUDING; FIELD OFFICE, TOILETS, ELECTRIC SERVICE, SITE ACCESS, PARKING,

STORAGE AND CONSTRUCTION STAGING AREAS. PROVIDE TEMPORARY WALKWAYS,

DRIVEWAYS, BARRIERS, SIGNS AND ILLUMINATION TO SEPARATE AND PROTECT THE

GENERAL PUBLIC FROM THE WORK RELATED ACTIVITIES. PROVIDE ACCESS ROUTES TO

AND FROM AREAS OF CONSTRUCTION ACTIVITY FOR CONSTRUCTION PERSONNEL THAT

COMPLY WITH ALL OSHA AND OTHER GOVERNMENT SAFETY AND ACCESSIBILITY

REQUIREMENTS. ASSUME FULL LIABILITY FOR ANY DAMAGE TO ADJACENT PROPERTIES,

DAMAGE TO PERSONAL PROPERTY, INJURY TO PERSONS, ETC. CAUSED BY WORK

RELATED ACTIVITIES OR NEGLIGENCE.

3. PROVIDE TEMPORARY SHORING AS REQUIRED TO ADEQUATELY SUPPORT AND RETAIN

EXISTING MATERIALS AND CONSTRUCTION AFFECTED BY THE WORK. PROTECT THOSE

ITEMS, MATERIALS & FINISHES TO REMAIN. REMOVE ONLY THOSE ITEMS AND MATERIALS

NECESSARY TO ACCOMMODATE THE WORK WITH CLEAN, UNIFORM CUTS. FILL AND

PATCH REMAINING CONSTRUCTION AS REQUIRED WITH MATERIALS MATCHING THE

ADJACENT MATERIALS IN KIND, STRENGTH, AND APPEARANCE SO AS TO FINISH

UNIFORMLY WITHOUT TELEGRAPHING DIFFERENCES BETWEEN THE PATCHES AND THE

ADJACENT CONSTRUCTION. REPAIR OR REPLACE ANY ITEMS, MATERIALS OR FINISHES

DAMAGED BY THE WORK AT NO COST TO THE OWNER.

4. PROVIDE THE ITEMS, PRODUCTS AND FEATURES AS DEPICTED, DESCRIBED AND

SPECIFIED ON THE DRAWINGS. IF DISCREPANCIES ARE DISCOVERED ON THE DRAWINGS,

NOTIFY THE ARCHITECT BY RFI AND DO NOT PROCEED WITH WORK RELATED TO ITEMS

IN QUESTION UNTIL RECEIPT OF SUPPLEMENTAL INSTRUCTIONS FROM THE ARCHITECT.

REQUESTS FOR SUBSTITUTIONS MAY BE SUBMITTED TO THE ARCHITECT FOR

CONSIDERATION. DO NOT MAKE SUBSTITUTIONS WITHOUT THE APPROVAL OF THE

ARCHITECT. WHERE A "BASIS-OF-DESIGN" PRODUCT IS SPECIFIED, A COMPARABLE

PRODUCT MAY BE PROVIDED, SUBJECT TO COMPLIANCE WITH THE REQUIREMENTS OF

THE CONTRACT DOCUMENTS.

5. SUBMIT SHOP DRAWINGS, PRODUCT DATA AND SAMPLES TO THE ARCHITECT AND BCA

FOR REVIEW AS REQUIRED BY THE CONTRACT DOCUMENTS. DO NOT PROCEED WITH

WORK RELATED TO SUBMITTALS MARKED "REJECTED" OR "REVISE AND RESUBMIT" BY

THE ARCHITECT OR THE ARCHITECT'S CONSULTANTS. SUBMITTALS MARKED

"APPROVED", "NO EXCEPTION TAKEN" OR "MAKE CORRECTIONS NOTED" DO NOT

SUPERSEDE THE NEED TO COMPLY WITH THE REQUIREMENTS OF THE CONTRACT

DOCUMENTS.

6. DO NOT SCALE DRAWINGS. THE DIMENSIONS ON THE DRAWINGS GOVERN. WRITTEN

NOTES REFERENCING AN ITEM OR FEATURE WITH THE WORD "TYPICAL" (TYP) APPLY TO

ALL IDENTICAL ITEMS OR FEATURES INDICATED ELSEWHERE ON THESE DRAWINGS.

7. PROVIDE A FLORIDA PRODUCT APPROVAL ISSUED BY THE FLORIDA DEPARTMENT OF

BUSINESS & PROFESSIONAL REGULATION OR A MIAMI-DADE NOTICE OF ACCEPTANCE

(NOA) ISSUED BY THE MIAMI-DADE COUNTY GOVERNMENT FOR EACH EXTERIOR

COMPONENT AND CLADDING ASSEMBLY CERTIFYING THAT APPROVED TESTING HAS

SUFFICIENTLY DEMONSTRATED THAT THE ASSEMBLY AND IT'S COMPONENTS, AS

DESIGNED AND MANUFACTURED, WILL WITHSTAND THE WIND LOADS AND WIND-BORNE

MISSILE IMPACTS IN COMPLIANCE WITH ALL CODE AND JURISDICTIONAL REQUIREMENTS

FOR THE PROJECT LOCATION WHEN INSTALLED ACCORDING TO THE MANUFACTURER'S

INSTRUCTIONS INCLUDING INSTRUCTIONS THAT MAY BE PROVIDED WITH THE FLORIDA

PRODUCT APPROVAL OR NOA DOCUMENTS. PROVIDE THESE DOCUMENTS AS PART OF

THE SUBMITTAL FOR EACH OF THESE ITEMS AND ASSEMBLIES FOR BCA APPROVAL.

8. PROVIDE ALL ITEMS AND FEATURES DEPICTED AND DESCRIBED ON THESE DRAWINGS

AND OTHER CONTRACT DOCUMENTS SO THEY ARE PROPERLY PLACED, ALIGNED, PLUMB,

SECURED, FINISHED AND FUNCTIONING AS INTENDED. PROVIDE FINISHED WORK THAT

MEETS OR EXCEEDS CURRENT INDUSTRY STANDARDS FOR QUALITY AND

PERFORMANCE. ARRANGE AND CONDUCT INSPECTIONS OF THE FINISHED WORK WITH

THE OWNER, THE ARCHITECT, AND THE AUTHORITY HAVING JURISDICTION. APPROVAL

OF THE WORK BY THESE OR ANY OTHER PARTY OR AGENCY DOES NOT SUPERSEDE THE

NEED TO COMPLY WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

9. REMOVE CONSTRUCTION DEBRIS, INCLUDING DEMOLISHED MATERIALS, FROM THE SITE

AS REQUIRED TO PREVENT ACCUMULATION. TRANSPORT THESE MATERIALS OFF THE

SITE IN A MANNER THAT WILL PREVENT SPILLAGE AND LEGALLY DISPOSE OF THESE

MATERIALS AT AN EPA APPROVED DISPOSAL OR RECYCLING FACILITY.

10. KEEP COMPLETE AND LEGIBLE SETS OF CONSTRUCTION DOCUMENTS, ADDENDA,

SUPPLEMENTAL INSTRUCTIONS, SUPPLEMENTAL DRAWINGS, MEETING NOTES, ETC.

TOGETHER AND READILY AVAILABLE IN AN APPROPRIATE LOCATION ON SITE.

11. CONCEAL CONDUIT, PIPING, ETC. WITHOUT EXCEPTION. PROVIDE ACCESSIBLE JUNCTION

BOXES, VALVES, CLEANOUTS, ETC., AS REQUIRED BY CODE.

12. WHERE POSSIBLE AND BEST PRACTICE, ALIGN THE SEAMS AND EDGES OF BREAK METAL

AND FLASHING WITH ADJACENT REVEALS, EDGES OF MATERIAL TRANSITIONS, OR WITH

BUILDING DESIGN FEATURES. CONSULT WITH ARCHITECT AS REQUIRED.

13. PER OWNER - CONTRACTOR AGREEMENT, PROJECT TO FOLLOW ALL OSHA STANDARDS

AND REQUIREMENTS. INCLUDE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

(OSHA) EXCAVATION SAFETY STANDARD 29 C.P.R., SECTION 1926 630 SUBPART P, WHICH

ARE INCORPORATED AS THE STATE STANDARD

14. ALL CONTRACTORS SHALL INCLUDE IN THEIR BID REFERENCE TO THE TRENCH SAFETY

STANDARD, WHERE RELEVANT, AND WRITTEN ASSURANCE THAT THE CONTRACTOR WILL

COMPLY WITH CHAPTER 553, PART V TRENCH SAFETY ACT, SECTIONS 553.60 THROUGH

553.64, FLORIDA STATUTES. ALL TRENCH SAFETY SYSTEMS SHALL BE DESIGNED BY THE

CONTRACTOR.

15. NEW HOLES IN FLOOR SLAB DUE TO REMOVAL OF FLOOR OUTLETS, CONDUIT OR PIPE

SHALL BE FILLED FLUSH WITH FLOOR WITH 3000 PSI CONCRETE AND KEYED TO SLAB

WITH STEEL DOWELS. BONDING AGENT SHALL BE APPLIED TO SIDES OF HOLE BEFORE

PLACEMENT OF CONCRETE.

16. AT STOREFRONT GLASS OR ANY GLASS WALL, FURNISH AND INSTALL DIAGONAL

BRACING ABOVE IN CONCEALED LOCATION (IF EXPOSED, CONFIRM LOCATION SIDE WITH

ARCHITECT).

17. REQUESTS FOR SUBSTITUTIONS OF SPECIFIED ITEMS SHALL BE SUBMITTED IN WRITING

WITHIN BID PROPOSAL FOR CONSTRUCTION TO THE ARCHITECT, AND WILL BE

CONSIDERED ONLY IF THEY PROVIDE BETTER SERVICES, HAVE A MORE ADVANTAGEOUS

DELIVERY DATE, OR HAVE A LOWER PRICE PROVIDING A CREDIT TO THE TENANT AND

WILL NOT SACRIFICE QUALITY, APPEARANCE OR FUNCTION. UNDER NO CIRCUMSTANCES

WILL THE ARCHITECT BE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR

SUBSTITUTION IS OR IS NOT OF EQUAL QUALITY TO THE SPECIFIED PRODUCT.

18. SHOP DRAWINGS/SUBMITTALS ARE REQUIRED FOR BUT NOT LIMITED TO THE

FOLLOWING: MILLWORK, STRUCTURAL/MISCELLANEOUS STEEL, HARDWARE, WOOD AND

METAL DOORS, AND EQUIPMENT. SHOP DRAWINGS SHOULD INCLUDE DETAILED

FABRICATION AND ERECTION DRAWINGS, SETTING DRAWINGS, AND MATERIAL

SCHEDULES. FABRICATION SHALL BEGIN ONLY AFTER ARCHITECT'S REVIEW AND

APPROVAL OF SHOP DRAWINGS.

FLORIDA APPROVED EXTERIOR COMPONENTS & CLADDING PRODUCTS* LISTING

ROOFING

CATEGORY APPROVAL NUMBERAPPLICANT

SOPREMA, INC FL3915-R38

DESCRIPTION

SBS MODIFIED BITUMEN ROOF

SYSTEM

* BASIS-OF-DESIGN PRODUCTS: COMPARABLE PRODUCTS BY OTHER MANUFACTURERS MAY BE PROVIDED.

SUB CATEGORY

MODIFIED BITUMEN ROOFING SYSTEM

MATERIAL

SBS

WINDOWS INSULGARD

SECURITY

PRODUCTS

UNDERWRITERS

LABORATORIES

CERTIFICATE NO.

20171226-R38901

ISSUE DATE: 2017 DEC 26

MODEL TTH600 (RIBBON) WINDOW

ASSEMBLY, PRODUCT FOR USE IN

WINDSTORM-RATED ASSEMBLIES

WINDOWS ALUMINUM

EXTERIOR DOORS INSULGARD

SECURITY

PRODUCTS

MODEL TTH350 (STORMDEFEND)

SINGLE DOOR ASSEMBLY AND

PAIR OF DOORS ASSEMBLY

STEEL/

GLASS

HAZARD

HURRICANE

TORNADO

TORNADO

ICC 500 EDITION

ICC 500 - 2020

ICC 500 - 2020

ICC 500 - 2020

DESIGN WIND PRESSURE

STATIC PRESSURE;

+244 / -306 PSF

+293 / -368 PSF TEST

MISSILE WIEGHT & SPEED

9LB 2x4

0.10 x DESIGN WIND

SPEED = 22 MPH

15 LB 2x4 @ 100 MPH

UNDERWRITERS

LABORATORIES

CERTIFICATE NO. R38901

ISSUE DATE: 2022 FEB 14

STATIC PRESSURE;

+244 / -306 PSF

+293 / -368 PSF TEST

CYCLIC PRESSURE;

+166 / -223 PSF

15 LB 2x4 @ 100 MPH

PERFORMANCE CHARACTERISTICS

EXTERIOR DOORS STEELCRAFT

MANUFACTURER /

SCHLAGE LOCK

COMPANY

STEELCRAFT PALADIN PW14

ICC 500 STEEL DOOR AND FP14

FRAMEASSEMBLY

SWINGING EXTERIOR DOOR ASSEMBLIES STEEL/

GLASS

TORNADO ICC 500 - 2020INTERTEK

WH119-20392308

+252 / -252 PSF 15 LB 2x4 @ 100 MPH

SWINGING EXTERIOR DOOR ASSEMBLIES

PANEL WALLS GREENHECK AMCA-540 AND AMCA-550MODEL AFL-601 FEMA LOUVER,

CHEVRON BLADE

WALL LOUVER ALUMINUM TORNADO ICC 500 - 2020 STATIC & CYCLICAL

PRESSURE:

+250 / -250 PSF

15LB 2x4 @ 100MPH

IMPACT PROTECTIVE

SYSTEMS

ROOF

PENETRATION

HOUSING LLC

NATIONAL WIND INSTITUTE -

DEBRIS IMPACT FACILITY

CERTIFICATE NO. 4039-01

CYCLONE WALL SHROUDS (CWS)- CARBON

STEEL

TORNADO ICC 500 - 2020 - -

EXTERIOR DOORS ALPINE OVERHEAD

DOORS, INC.

FL14017-R6REDI-STORM 16 STEEL ROLLING

DOOR UP TO 16' - L.M.I.

ROLL-UP EXTERIOR DOOR ASSEMBLIES STEEL HURRICANE ICC 500 - 2020 - -

IMPACT PROTECTIVE

SYSTEMS

ROOF

PENETRATION

HOUSING LLC

CYCLONE VENT THROUGH ROOF -

CVTR SERIES

- STEEL TORNADO ICC 500 - 2020 - -

IMPACT PROTECTIVE

SYSTEMS

ROOF

PENETRATION

HOUSING LLC

CUSTOM CRV SC-484848 CMVC

ASM, CYCLONE HOUSING & CURN.

HOUSING MODIFIED FOR

TORNADO SHELTER LOUVERS

- STEEL TORNADO ICC 500 - 2020 - -

FENESTRATION TESTING

LABORATORY PROJECT NO.

20-2123

ASTM E330-14IMPACT PROTECTIVE

SYSTEMS

ROOF

PENETRATION

HOUSING LLC

CYCLONE ROOF HATCH -

CRH4032

- STEEL TORNADO ICC 500 - 2020 - -

EXTERIOR DOORS ALPINE OVERHEAD

DOORS, INC.

FL14017-R6FEMA-TITE STEEL ROLL-UP DOOR

SYSTEM

ROLL-UP EXTERIOR DOOR ASSEMBLIES STEEL HURRICANE ICC 500 - 2020 254 PSF

TEST PRESSURE = 305

13FT/15LB 2x4 @ 100 MPH

ABBREVIATIONS

A/C AIR CONDITIONING

ACOUS ACOUSTICAL

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADD ADDITIONAL

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

APPD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AUTO AUTOMATIC

A/V AUDIO VISUAL

B/W BETWEEN

BCA BUILDING CONSTRUCTION AUTHORITY

BLDG BUILDING

CBU CEMENTITIOUS BACKER UNIT

CFMF COLD FORM METAL FRAMING

CJ CONTROL JOINT / CONSTRUCTION JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CLEANOUT

COL COLUMN

CONC CONCRETE

COND CONDITION

CONN CONNECTION

CONT CONTINUOUS

COORD COORDINATE

CORR CORRIDOR

CTR CENTER

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DN DOWN

DP DIMENSION POINT

DR DOOR

DRN DRAIN

DWG DRAWING

EA EACH

EJ EXPANSION JOINT

ELEV ELEVATION

ELEC ELECTRICAL

ENCL ENCLOSURE

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRICAL WATER COOLER

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

F/ FACE OF (SEE OTHER WORD)

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FEC FIRE EXTINGUISHER CABINET

FEX FIRE EXTINGUISHER

FF FINISH FLOOR

FF&E FURNITURE, FINISHES & EQUIPMENT

FHC FIRE HOSE CABINET

FIN FINISH

FIXT FIXTURE

FL FLOOR

FR FRAME

FT FEET

FURN FURNITURE/ FURNISHED

FURR FURRING

GA GAUGE / GAGE

GALV GALVANIZED

GC GENERAL CONTRACT/OR

GL-xx, GLASS

GWB GYPSUM WALLBOARD

HB HOSE BIBB

HCP HANDICAPPED

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HC HANDICAPPED

HR HOUR

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

HVAC HEATING, VENTILATING, AIR CONDITIONING

HW HOT WATER

IN INCH

INCL INCLUDED / INCLUDING

INFO INFORMATION

INT INTERIOR

INTERM INTERMEDIATE

ISA INTNL SYMBOL OF ACCESSIBILITY

LAV LAVATORY

LVR LOUVER

MAINT MAINTENANCE

MAX MAXIMUM

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MM MILLIMETER

MTD MOUNTED

MTL METAL

MULL MULLION

N/A NOT APPLICABLE

NC NOISE CRITERIA

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

OC ON CENTER

OH OVER HEAD

OPNG OPENING

OPP OPPOSITE

OPP HD OPPOSITE HAND

PAV PAVER

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PR PAIR

PREFAB PREFABRICATED

PT PRESSURE TREATED

PTD PAINTED

PTN PARTITION

PTxx PAINT

QC QUALITY CONTROL

QTY QUANTITY

R RADIUS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REF REFERENCE

REQ REQUIRE / REQUIRED

REV REVISION / REVISED

RM ROOM

SCHED SCHEDULE

SD STORM DRAIN

SECT SECTION

SF SQUARE FEET/FOOT

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION

SPKR SPEAKER

SPR SPRINKLER

SQ SQUARE

SS STAINLESS STEEL

SSK SERVICE SINK

STD STANDARD

STL STEEL

STOR STORAGE

STRL STRUCTURAL

SUSP SUSPENDED

SYMM SYMMETRICAL

TEL TELEPHONE OR TELECOM

THK THICKNESS

THRU THROUGH

TV TELEVISION

TYP TYPICAL

UL UNDERWRITERS LABORATORY

UNFIN UNFINISHED

U.N.O. UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

UR URINAL

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

W WIDE, WIDTH

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WDW WINDOW

WWF WELDED WIRE FABRIC

XTR EXISTING TO REMAIN

ALIGN

1'-0" A.F.F

A101

A101

Ref

R e f

R e f

Ref

1 Ref

R e f

1 Ref

R e f

1t

Name Elevation

A101

SIM

X 6 X 6

ROOM TAG

DOOR TAG

STOREFRONT TAG

WALL TAG

SPECIALTY EQUIPMENT

TAG

FLOOR TAG

ELEMENT TAGS

EXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION MARK

VIEW CALLOUT

LEVEL HEAD

SPOT ELEVATION MARK

VIEW TAGS

A101

SIMANNOTATION TAGS

ALIGNMENT TAG

TAG LEGEND

ST-X

Room name

A001SPECIFIC NOTE TAG

1001X

XXX

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DRAWING LEGEND

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SITE LOCATION MAP

PROJECT

PROJECT

LEGAL DESCRIPTION

CAMPBELL'S PALM HARBOR GROVE REPLAT, ACCORDING TO THE PLAT THEREOF, AS

RECORDED IN PLAT BOOK 21, PAGE 75, OF THE PUBLIC RECORDS OF PINELLAS COUNTY,

FLORIDA, LESS THE NORTH 620 FEET THEREOF.

FEMA FLOOD MAP

WIND LOADS

RISK CATEGORY (FBC TABLE 1604.5): IV

ULTIMATE DESIGN WIND SPEED: 179 MPH (Vult); 132 MPH (Vasd)

FLOOD ZONE

FEMA FLOOD ZONE: X

BASE FLOOD ELEVATION (BFE): NA

LOWEST FFE IN PROPOSED PROJECT: 65'-4" NAVD

REV DESCRIPTION DATE

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N E

R N

O R

A S

S

IG

N E

D

Y T

H

IR

D P

A R

T Y

W

IT

H O

U T

F

IR

S T

O B

T A

IN

IN

G T

P R

E S S W

R

IT

T E

N P

E R

M

IS

S

IO

N O

F T

C H

IT

E

C T

C

O N

S E

N T

I S H

E R

E B

Y G

R A

N T

E D

V E

R N

M E

N T

A L A

G E

N C

IE

S

T O

R E

P R

O D

U C

E T

N S T

R U

C T

IO

N

D R

A W

IN

G

S I

N C

O M

P L

IA

N C

E W

E S

T A

T E

S T

A T

U T

E S

T O

T H

E B

E S

T O

F T

C H

IT

E

C T

'S O

F E

N G

IN

E

E R

'S K

N O

W L E

D G

E

T

A

N S

A N

D S

P E

C

IF

IC

A

T

IO

N S C

O M

P L Y

W

IT

H T

P L

IC

A B

L E

M

IN

IM

U

M B

U

IL

D

IN

G C

O D

E S A

N D

T

P L

IC

A B

L E

F

IR

E S

A F

E T

Y S

T A

N D

A R

D S

T E

R M

IN

E

D B

Y T

H E

L O

C A

L A

U T

H O

R

IT

Y

C O

R D

A N

C E

W

IT

H C

H A

P T

E R

S

A N

D

E F

L O

R

ID

A S

T A

T U

T E

S

W J

A rc hi te ct s

A R

(7

2-w .w ja rc

.c om

W an ne m ac he r

Je ns en A rc hi te ct s, In c.

Project number

G-102

SHEET INDEX

P A

L M

H A

R B

O R

P A

R K

S A

N D

R E

C R

E A

T

IO

N

P

IN

E

LL

A S

C O

U N

T Y

6T

H S

T R

E E

T , P

A

LM

H A

R B

O R

F L

PERMIT SET 9-15-25

DRAWING INDEX

SHEET

NUMBER SHEET NAME

PERMIT

SET

00 TITLE

G-100 COVER 01-24-25

01 GENERAL

G-101 DRAWING LEGEND AND BUILDING DATA X

G-102 SHEET INDEX X

G-103 CODE ANALYSIS - EXISTING BUILDING X

G-104 CODE ANALYSIS X

G-105 MOUNTING HEIGHTS X

G-106 UL LISTINGS X

G-107 UL LISTINGS X

G-108 LEVEL 1 - HURRICANE STORM SHELTER PLAN X

G-109 LEVEL 2 - HURRICANE STORM SHELTER PLAN X

G-110 ICC-500 ANAYSIS X

03 LIFE SAFETY

B-100 EXISTING BUILDLING - LIFE SAFETY PLAN X

B-101 LEVEL 1 - LIFE SAFETY PLAN X

B-102 LEVEL 2 - LIFE SAFETY PLAN X

04 CIVIL

C1 GENERAL NOTES & SPECIFICATIONS X

C2 EXISTING CONDITIONS/DEMOLITION PLAN 30 SCALE X

C3 SILT & EROSION CONTROL PLAN 30 SCALE X

C4 SILT & EROSION CONTROL DETAILS X

C5 STORM WATER POLLUTION PREVENTION PLAN X

C6 SITE PLAN 30 SCALE X

C7 GRADING & DRAINAGE PLAN 20 SCALE X

C8 GRADING & DRAINAGE PLAN 20 SCALE X

C9 CIVIL DETAILS X

C10 CIVIL DETAILS X

C11 UTILITY PLAN 20 SCALE X

C12 UTILITY DETAILS X

05 LANDSCAPE

L1 PLANTING PLAN X

L2 IRRIGATION PLAN X

L3 LANDSCAPE SPECIFICATION X

06 DEMO

AD-001 DEMO SITE PLAN X

AD-100 DEMO FLOOR PLAN X

07 ARCHITECTURAL

A-001 SITE PLAN X

A-002 SITE DETAILS X

A-100 EXISTING BULDING PLANS X

A-101 LEVEL 1 - FLOOR PLAN X

A-103 LEVEL 1 - GYM FLOOR LAYOUT X

A-106 LEVEL 3 - ROOF PLAN X

A-110 EOS PLAN - LEVEL 1 X

A-111 EOS PLAN - LEVEL 2 X

A-118 LEVEL 1 - PARTITION PLAN X

A-119 LEVEL 2 - PARTITION PLAN X

A-120 LEVEL 1 - DIMENSION PLAN X

A-121 LEVEL 2 - DIMENSION PLAN X

A-201 LEVEL 1 - RCP X

A-202 LEVEL 2 - RCP X

A-301 EXTERIOR ELEVATIONS X

A-302 EXTERIOR ELEVATIONS X

A-303 EXTERIOR ELEVATIONS X

A-310 BUILDING SECTIONS X

A-311 BUILDING SECTIONS X

A-312 BUILDING SECTIONS X

A-401 ENLARGED WATER CLOSET PLANS AND ELEVATIONS X

A-402 ENLARGED WATER CLOSET PLANS AND ELEVATIONS X

A-410 ENLARGED FLOOR PLANS AND ELEVATIONS X

A-411 ENLARGED FLOOR PLANS AND ELEVATIONS X

A-420 MILLWORK SECTIONS X

A-421 MILLWORK PLANS AND SECTIONS X

A-501 INTERIOR ELEVATIONS X

A-502 INTERIOR ELEVATIONS X

A-503 INTERIOR ELEVATIONS X

A-601 ENLARGED INTERIOR STAIR PLANS AND SECTIONS X

A-604 INTERIOR STAIR DETAILS X

A-605 EXTERIOR STAIR DETAILS X

A-610 VERTICAL CIRCULATION X

A-701 WALL SECTIONS X

A-702 WALL SECTIONS X

A-703 WALL SECTIONS X

A-704 WALL SECTIONS X

A-720 ENCLOSURE DETAILS X

A-721 ENCLOSURE DETAILS X

A-722 ENCLOSURE DETAIL X

A-723 ENCLOSURE DETAILS X

A-730 CEILING DETAILS X

A-801 PARTITION TYPES X

A-802 PARTITION TYPES X

A-803 PARTITION TYPES X

A-804 PARTITION TYPES X

A-805 PARTITION TYPES X

A-806 PARTITION DETAILS X

A-810 DOOR SCHEDULES & DETAILS X

A-811 DOOR DETAILS X

A-820 STOREFRONT ELEVATIONS - EXTERIOR X

A-821 STOREFRONT ELEVATIONS - EXTERIOR X

A-822 STOREFRONT ELEVATIONS - INTERIOR X

A-823 STOREFRONT DETAILS - EXTERIOR X

A-824 STOREFRONT DETAILS - INTERIOR X

08 INTERIOR

ID-101 LEVEL 1 - FINISH PLAN X

ID-102 LEVEL 2 - FINISH PLAN X

ID-201 LEVEL 1 - FURNITURE PLAN X

ID-202 LEVEL 2 - FURNITURE PLAN X

ID-301 LEVEL 1 - EQUIPMENT PLAN X

ID-302 LEVEL 2 - EQUIPMENT PLAN X

ID-401 INTERIOR DETAILS X

ID-402 SIGNAGE X

ID-403 SHELTER SIGNAGE X

DRAWING INDEX

SHEET

NUMBER SHEET NAME

PERMIT

SET

09 STRUCTURAL

S-101 GENERAL STRUCTURAL NOTES X

S-102 WIND DESIGN DATA AND LOAD SCHEDULE X

S-103 THRESHOLD INSPECTION PLAN X

S-104 ISOMETRIC VIEWS X

S-201 FOUNDATION PLAN X

S-202 SLAB ON GRADE PLAN X

S-203 2ND FLOOR FRAMING PLAN X

S-204 ROOF FRAMING PLAN X

S-205 ENLARGED PLANS & DETAILS X

S-301 TYPICAL DETAILS - CONCRETE X

S-302 TYPICAL DETAILS - CONCRETE X

S-303 TYPICAL DETAILS - CONCRETE X

S-304 TYPICAL DETAILS - MASONRY X

S-305 TYPICAL DETAILS - MASONRY X

S-306 TYPICAL DETAILS - STEEL X

S-307 TYPICAL DETAILS - STEEL X

S-308 TYPICAL DETAILS - STEEL X

S-309 TYPICAL DETAILS - STEEL X

S-401 SECTIONS X

S-402 SECTIONS X

S-403 SECTIONS X

S-404 SECTIONS X

S-405 SECTIONS X

S-500 WALL ELEVATIONS KEY PLAN X

S-501 WALL ELEVATIONS X

S-502 WALL ELEVATIONS X

S-503 WALL ELEVATIONS X

S-504 WALL ELEVATIONS X

S-505 WALL ELEVATIONS X

S-506 WALL ELEVATIONS X

S-507 WALL ELEVATIONS X

S-508 WALL ELEVATIONS X

S-509 WALL ELEVATIONS X

S-510 WALL ELEVATIONS X

S-601 SCHEDULES X

S-602 SCHEDULES X

10 MECHANICAL

M-000 LEGEND - HVAC X

M-201 LEVEL 1 - FLOOR PLAN - HVAC X

M-202 LEVEL 2 - FLOOR PLAN - HVAC X

M-203 ROOF PLAN - HVAC X

M-401 ENLARGED FLOOR PLAN - HVAC X

M-402 ENLARGED FLOOR PLAN - HVAC X

M-701 CONTROLS - HVAC X

M-702 CONTROLS - HVAC X

M-703 CONTROLS - HVAC X

M-801 SCHEDULES - HVAC X

M-802 SCHEDULES - HVAC X

M-901 DETAILS - HVAC X

M-902 DETAILS - HVAC X

M-903 DETAILS - HVAC X

M-904 DETAILS - HVAC X

MD - 101 EXISTING BUILDING - FLOOR PLAN - HVAC X

11 PLUMBING

P-000 LEGEND - PLUMBING X

P-201 LEVEL 1- FLOOR PLAN - GRAVITY X

P-202 LEVEL 2 - FLOOR PLAN - GRAVITY X

P-301 LEVEL 1 - FLOOR PLAN - PRESSURE X

P-302 LEVLE 2 - FLOOR PLAN - PRESSURE X

P-401 ENLARGED FLOOR PLANS - PLUMBING X

P-501 RISER DIAGRAMS - PLUMBING X

P-502 RISER DIAGRAMS - PLUMBING X

P-503 RISER DIAGRAMS - PLUMBING X

P-601 SCHEDULES - PLUMBING X

P-901 DETAILS - PLUMBING X

PD-101 EXISTING BUILDING - FLOOR PLAN - PLUMBING X

12 ELECTRICAL

E-000 LEGEND - ELECTRICAL X

E-002 SCHEDULES - ELECTRICAL X

E-100 SITE PLAN - ELECTRICAL X

E-201 LEVEL 1- FLOOR PLAN - POWER X

E-202 LEVEL 2 - FLOOR PLAN - POWER X

E-203 ROOF PLAN - POWER X

E-301 LEVEL 1 - RCP - LIGHTING X

E-302 LEVEL 2 -RCP - LIGHTING X

E-401 ENLARGED FLOOR PLANS - ELECTRICAL X

E-501 ONE-LINE DIAGRAM - ELECTRICAL X

E-601 PANEL SCHEDULE - ELECTRICAL X

E-602 PANEL SCHEDULE - ELECTRICAL X

E-603 PANEL SCHEDULE - ELECTRICAL X

E-604 PANEL SCHEDULE - ELECTRICAL X

E-901 DETAILS - ELECTRICAL X

ED-101 EXISTING BUILDING - FLOORPLAN - ELECTRICAL X

13 FIRE PROTECTION

FP-000 LEGEND - FIRE PROTECTION X

FP-100 SITE PLAN - FIRE PROTECTION X

FP-201 LEVEL 1 - RCP - FIRE PROTECTION X

FP-202 LEVEL 2 - RCP - FIRE PROTECTION X

FP-203 EXISTING BUILDING - RCP - FIRE PROTECTION X

FP-901 DETAILS - FIRE PROTECTION X

14 TECHNOLOGY

T-000 LEGEND - TECHNOLOGY X

T-100 SITE PLAN - TECHNOLOGY X

T-201 LEVEL 1 - FLOOR PLAN - TECHNOLOGY X

T-202 LEVEL 2 - FLOOR PLAN - TECHNOLOGY X

T-401 ENLARGED FLOOR PLANS - TECHNOLOGY X

T-501 RISERS & ONE-LINE DIAGRAM - TECHNOLOGY X

T-901 DETAILS - TECHNOLOGY X

T-902 DETAILS - TECHNOLOGY X

T-903 DETAILS - TECHNOLOGY X

T-904 DETAILS - TECHNOLOGY X

T-905 DETAILS - TECHNOLOGY X

T-906 DETAILS - TECHNOLOGY X

T-907 DETAILS - TECHNOLOGY X

TD-100 SITE PLAN - TECHNOLOGY DEMOLITION X

DRAWING INDEX

SHEET

NUMBER SHEET NAME

PERMIT

SET

TD-101 EXISTING BUILDING - FLOOR PLAN - TECHNOLOGY X

15 FOOD SERVICE

FS-0.1.1 GENERAL NOTES X

FS-0.1.2 ELECTRICAL NOTES X

FS-0.1.3 PLUMBING NOTES X

FS-0.1.4 MECHANICAL NOTES X

FS-1.1.1 EQUIPMENT SCHEDULE X

FS-2.1.1 EQUIPMENT PLAN X

FS-3.1.1 ELECTRICAL PLAN X

FS-4.1.1 PLUMBING PLAN X

FS-5.1.1 SLAB PENETRATION PLAN X

FS-6.1.1 SPECIAL CONDITIONS PLAN X

FS-7.1.1 VENTILATION PLAN X

FS-8.1.1 ELEVATION REFERENCE PLAN X

FS-8.2.1 ELEVATIONS X

FS-9.1.1 EXHAUST HOOD DETAILS X

FS-9.1.2 EXHAUST HOOD DETAILS X

FS-9.1.3 EXHAUST HOOD DETAILS X

FS-9.1.4 EXHAUST HOOD DETAILS X

FS-9.1.5 EXHAUST HOOD DETAILS X

E A

R C

H

IT

E C

T 'S

C O

M M

O N

L A

W C

O P

Y R

IG

H

T A

H E

R P

R O

P E

R T

Y R

IG

H

T S

A R

E H

E R

E B

Y R

E S

E R

V

H E

I D

E A

S

D E

S

IG

N S

P L A

N S

D

R A

W

IN

G S

A

E C

IF

IC

A T

IO

N

S P

R O

D U

C E

D B

Y T

H E

A R

C H

IT

E

C T

T H

E S E

I D

E A

S

D E

S

IG

N S

P L A

N S

D R

A W

IN

G

S

A

E C

IF

IC

A T

IO

N

S S

H A

L L N

O T

B E

R E

P R

O D

U C

E D

N V

E Y

E D

I N

A N

Y M

A N

N E

R N

O R

A S

S

IG

N E

D

Y T

H

IR

D P

A R

T Y

W

IT

H O

U T

F

IR

S T

O B

T A

IN

IN

G T

P R

E S S W

R

IT

T E

N P

E R

M

IS

S

IO

N O

F T

C H

IT

E

C T

C

O N

S E

N T

I S H

E R

E B

Y G

R A

N T

E D

V E

R N

M E

N T

A L A

G E

N C

IE

S

T O

R E

P R

O D

U C

E T

N S T

R U

C T

IO

N

D R

A W

IN

G

S I

N C

O M

P L

IA

N C

E W

E S

T A

T E

S T

A T

U T

E S

T O

T H

E B

E S

T O

F T

C H

IT

E

C T

'S O

F E

N G

IN

E

E R

'S K

N O

W L E

D G

E

T

A

N S

A N

D S

P E

C

IF

IC

A

T

IO

N S C

O M

P L Y

W

IT

H T

P L

IC

A B

L E

M

IN

IM

U

M B

U

IL

D

IN

G C

O D

E S A

N D

T

P L

IC

A B

L E

F

IR

E S

A F

E T

Y S

T A

N D

A R

D S

T E

R M

IN

E

D B

Y T

H E

L O

C A

L A

U T

H O

R

IT

Y

C O

R D

A N

C E

W

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H C

H A

P T

E R

S

A N

D

E F

L O

R

ID

A S

T A

T U

T E

S

W J

A rc hi te ct s

A R

(7

2-w .w ja rc

.c om

W an ne m ac he r

Je ns en A rc hi te ct s, In c.

Project number

G-103

CODE ANALYSIS -

EXISTING BUILDING

P A

L M

H A

R B

O R

P A

R K

S A

N D

R E

C R

E A

T

IO

N

P

IN

E

LL

A S

C O

U N

T Y

6T

H S

T R

E E

T , P

A

LM

H A

R B

O R

F L

PERMIT SET 9-15-25

A-3 35' 0" 1 13,620

OCCUPANCY HEIGHT (FT) (A) STORY AREA (SF)

ACTUAL HEIGHT, STORIES, AND AREA :

A-3 75' 3 28,500

OCCUPANCY HEIGHT (FT) (A) TABLE 504.3 STORY (A) TABLE 504.4 AREA (SF) (A) 506.2

ALLOWABLE HEIGHT, STORIES, AND AREA : 2B, SPRINKLERED

GENERAL BUILDING HEIGHTS AND AREAS - (A) CH. 5

EXTERIOR STRUCTURAL MEMBERS - (A) CH. 704.10: NA

PROTECTION OF THE PRIMARY STRUCTURAL FRAME OTHER THAN COLUMNS - (A) CH. 704.3 : NA

5<X<10 1

X<5 1

A-3

FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE- (A) TABLE 705.5

ROOF CONSTRUCTION AND SECONDARY MEMBERS 0

FLOOR CONSTRUCTION AND SECONDARY MEMBERS 0

NONBEARING WALLS AND PARTITIONS INTERIOR 0

NONBEARING WALLS AND PARTITIONS EXTERIOR 0

BEARING WALLS INTERIOR 0

BEARING WALLS EXTERIOR 0

A-3 V PRIMARY STRUCTURAL FRAME 0

OCCUPANCY CONST. TYPE FIRE-RESISTANCE RATING FOR BUILDING ELEMENTS (TABLE 601) TYPE V-B

TYPES OF CONSTRUCTION - (A) CH. 6

SPECIAL DETAILED REQUIREMENTS BASED ON USE & OCCUPANCY - (A) CH. 4

* ACCESSORY UNDER 10% - NO SEPARATION REQUIRED *(A) CH. 508.2.4

0 HR. *SEE EXCEPTION

ACCESSORY OCCUPANCY: ADJACENCIES FIRE SEPARATION - (A) TABLE 508.4, (F) TABLE 6.1.14.4.1

PRIMARY OCCUPANCY: A-3

USE AND OCCUPANCY CLASSIFICATION - (A) CH. 3; (F) CH. 6 ; (G) CH. 12

N/A

HIGH RISE BUILDING - (A) CH. 403

N/A

THRESHOLD BUILDING - (A) CH. 202

EXISTING BUILDING - ALTERATION LEVEL 2

ALTERATION LEVEL - (B) CH. 6

2023 ( K ) FLORIDA BUILDING CODE - FUEL GAS, 8TH EDITION

2023 ( J ) NATIONAL ELECTRICAL CODE

2023 ( H ) FLORIDA BUILDING CODE - MECHANICAL, 8TH EDITION

2024 ( G ) FLORIDA FIRE PREVENTION CODE - LIFE SAFETY, 2024 EDITION

2023 ( F ) FLORIDA FIRE PREVENTION CODE, 8TH EDITION

2023 ( E ) FLORIDA BUILDING CODE - ENERGY, 8TH EDITION

2023 ( D ) FLORIDA BUILDING CODE - PLUMBING, 8TH EDITION

2023 ( C ) FLORIDA BUILDING CODE - ACCESSIBILITY, 8TH EDITION

2023 ( B ) FLORIDA BUILDING CODE - EXISTING, 8TH EDITION

2023 ( A ) FLORIDA BUILDING CODE - BUILDING, 8TH EDITION

APPLICABLE CODES

OL OCCUPANT LOAD

AHJ AUTHORITY HAVING JURISDICTION

FSD FIRE SEPARATION DISTANCE

FDVA FIRE DEPARTMENT VEHICLE ACCESS

AGP ABOVE GRADE PLAN - STORY

N/A NOT APPLICABLE AS PART OF THIS PROJECT

ABBREVIATIONS

THE SCOPE OF WORK INCLUDES RECONFIGURATION OF EXISTING STORAGE ROOMS AND DEMOLITION OF

EXISTING KITCHN

SCOPE OF WORK

ANY FACILITIES NOT LISTED BELOW - 44"

MINIMUM CORRIDOR WIDTH (A) TABLE 1020.3

A-3 OL > 30 = 0 HR. (WITH SPRINKLER SYSTEM)

CORRIDOR FIRE-RESISTANCE RATING (A) TABLE 1020.2

A-3 250' (WITH SPRINKLER SYSTEM)

EXIT TRAVEL DISTANCE (A) TABLE 1017.2 ; (G) 12.2.6

NEED (1) ACCESSIBLE MEANS OF EGRESS/SPACE MIN. OR (2) WHEN TWO EXITS ARE REQUIRED.

ACCESSIBLE MEANS OF EGRESS (A) CH. 1009 (C) 206.2.4

A-3 20' (WITH SPRINKLER SYSTEM)

MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE (A) TABLE 1006.2.1 ; (G) 12.2.5

0.3" x OL FOR STAIRS AND 0.2" x OL FOR OTHER EGRESS COMPONENTS. SEE LIFE SAFETY SHEETS B-101 AND B-102 FOR FLOOR

PLAN SHOWING STAIRS AND EGRESS COMPONENTS AND WIDTH REQUIRED AND WIDTH PROVIDED.

MEANS OF EGRESS SIZING (A) CH. 1005:

SEE LIFE SAFETY SHEETS B-100 FOR FLOOR PLAN SHOWING OCCUPANT LOADS FOR EACH ROOM

OCCUPANT LOAD (A) TABLE 1004.5 (G) TABLE 7.3.1.2:

MEANS OF EGRESS - (A) CH. 10; (G) CH. 7

A-3 B B C

OCCUPANCY EXITING ELEMENTS CORRIDORS ROOM & ENCLOSED SPACES

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

INTERIOR FINISHES - (A) CH. 8 ; (G) CH. 12.3

FIRE AREAS (A) CH. 707.3.10: N/A

718.4.3 EXCEPTION - NOT REQUIRED IF BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC

SPRINKLER SYSTEM

DRAFTSTOPPING IN ATTICS (A) CH. 718.4:

718.3.3 EXCEPTION - NOT REQUIRED IF BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC

SPRINKLER SYSTEM

DRAFTSTOPPING IN FLOORS (A) CH. 718.3:

FIREBLOCKING (A) CH. 718.2: REQUIRED THROUGHOUT

CONCEALED SPACES (A) CH. 718: NA

ELEVATOR LOBBIES (A) CH. 3006: NA

FIRE-RESISTANCE RATING OF SHAFTS (A) CH. 713.4, (G) 8.6.4: NA

VERTICAL OPENINGS (A) CH. 712, (G) 8.6: NA

FLOOR AND ROOF ASSEMBLIES (A) CH. 711: NA

SMOKE PARTITIONS (A) CH. 710, (G) 8.4: NA

SMOKE BARRIERS (A) CH. 709, (G) 8.5: NA

FIRE PARTITIONS (A) CH. 708: NA

FIRE BARRIERS (A) CH. 707, (G) 8.3: NA

FIRE WALLS (A) CH. 706: NA

VERTICAL SEPARATION OF OPENINGS (A) CH. 705.8.5: NA

3-15 FT = 15% UPROTECTED, SPRINKLERED, ACTUAL = 12%

10-15 FT = 45% UNPROTECTED, SPRINKLERED, ACTUAL = 0%;

x>20 FT = UNLIMITED UNPROTECTED, SPRINKLERED

MAXIMUM AREA OF EXTERIOR WALL BASED ON FIRE SEPARATION DISTANCE (A) TABLE 705.8:

FIRE-RESISTANCE RATINGS - (A) CH. 705.5: 1HR

PROJECTIONS: SHALL NOT EXTEND CLOSER TO FSD THAN (A) TABLE 705.2: 24"

EXTERIOR WALLS - (A) CH. 705

FIRE AND SMOKE PROTECTION FEATURES - (A) CH. 7

206.4.1 PUBLIC ENTRANCES: AT LEAST 60% OF ALL PUBLIC ENTRANCES SHALL BE ACCESSIBLE

ACCESSIBLE ENTRANCES (C) CH. 206.4

206.2.2 CONNECTED SPACES: ALL SPACES ARE REQUIRED TO BE ACCESSIBLE AND CONNECTED BY AN

ACCESSIBLE ROUTE

206.2.1 SITE ARRIVAL POINTS: 1 REQUIRED

ACCESSIBLE ROUTE (C) CH. 206

FACILITY AND SITE REQUIRED TO BE ACCESSIBLE

SCOPING REQUIREMENTS (C) CH. 2

ACCESSIBILITY (C)

A-3 20' (WITH SPRINKLER SYSTEM)

DEAD END TRAVEL DISTANCE (A) CH. 1020.5 ; (G) 12.2.5

MEANS OF EGRESS - (A) CH. 10

CODE ANALYSIS - EXISTING BUILDING

E A

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H

IT

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T 'S

C O

M M

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L A

W C

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H

T A

H E

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R O

P E

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Y R

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H

T S

A R

E H

E R

E B

Y R

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E R

V

H E

I D

E A

S

D E

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IG

N S

P L A

N S

D

R A

W

IN

G S

A

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IF

IC

A T

IO

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S P

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D U

C E

D B

Y T

H E

A R

C H

IT

E

C T

T H

E S E

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S

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S

IG

N S

P L A

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M

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IM

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M B

U

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D

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G C

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E S A

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T

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A B

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F

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A F

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T A

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A R

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T E

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S

W J

A rc hi te ct s

A R

(7

2-w .w ja rc

.c om

W an ne m ac he r

Je ns en A rc hi te ct s, In c.

Project number

G-104

CODE ANALYSIS

P A

L M

H A

R B

O R

P A

R K

S A

N D

R E

C R

E A

T

IO

N

P

IN

E

LL

A S

C O

U N

T Y

6T

H S

T R

E E

T , P

A

LM

H A

R B

O R

F L

PERMIT SET 9-15-25

CODE ANALYSIS

9,973.63 2ND FLOOR

A-3 34' 8" 2 18,483.01 1ST FLOOR

OCCUPANCY HEIGHT (FT) (A) STORY AREA (SF)

ALLOWABLE HEIGHT, STORIES, AND AREA :

A-3 75' 3 28,500 PER FLOOR

OCCUPANCY HEIGHT (FT) (A) TABLE 504.3 STORY (A) TABLE 504.4 AREA (SF) (A) 506.2

ALLOWABLE HEIGHT, STORIES, AND AREA : 2B, SPRINKLERED

GENERAL BUILDING HEIGHTS AND AREAS - (A) CH. 5

EXTERIOR STRUCTURAL MEMBERS - (A) CH. 704.10: NA

PROTECTION OF THE PRIMARY STRUCTURAL FRAME OTHER THAN COLUMNS - (A) CH. 704.3 : NA

COLUMN PROTECTION - (A) CH. 704.2 : NA

X<10' 1

A-3

FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE- (A) TABLE 705.5

ROOF CONSTRUCTION AND SECONDARY MEMBERS 0

FLOOR CONSTRUCTION AND SECONDARY MEMBERS 0

NONBEARING WALLS AND PARTITIONS INTERIOR 0

NONBEARING WALLS AND PARTITIONS EXTERIOR 0

BEARING WALLS INTERIOR 0

BEARING WALLS EXTERIOR 0

A-3 2-B PRIMARY STRUCTURAL FRAME 0

OCCUPANCY CONST. TYPE FIRE-RESISTANCE RATING FOR BUILDING ELEMENTS (TABLE 601) TYPE 2-B

TYPES OF CONSTRUCTION - (A) CH. 6

N/A

SPECIAL DETAILED REQUIREMENTS BASED ON USE & OCCUPANCY - (A) CH. 4

* NOTE ANY EXCEPTIONS HERE

1. NOTE ANY ACCESSORY OCCUPANCIES:

2. VERIFY ANY INCIDENTAL USES (A) 509:

S2 A-3 0 HR. *SEE EXCEPTION

SECONDARY OCCUPANCY: ADJACENCIES FIRE SEPARATION - (A) TABLE 508.4, (F) TABLE 6.1.14.4.1

PRIMARY OCCUPANCY: A-3

USE AND OCCUPANCY CLASSIFICATION - (A) CH. 3; (F) CH. 6 ; (G) CH. 12

N/A

HIGH RISE BUILDING - (A) CH. 403

YES

THRESHOLD BUILDING - (A) CH. 202

N/A

ALTERATION LEVEL - (B) CH. 6

2020 (L) ICC-500 STANDARD FOR THE DESIGN AND CONSTRUCTION OF STORM SHELTERS

2023 ( K ) FLORIDA BUILDING CODE - FUEL GAS, 8TH EDITION

2023 ( J ) NATIONAL ELECTRICAL CODE

2023 ( H ) FLORIDA BUILDING CODE - MECHANICAL, 8TH EDITION

2024 ( G ) FLORIDA FIRE PREVENTION CODE - LIFE SAFETY, 2024 EDITION

2023 ( F ) FLORIDA FIRE PREVENTION CODE, 8TH EDITION

2023 ( E ) FLORIDA BUILDING CODE - ENERGY, 8TH EDITION

2023 ( D ) FLORIDA BUILDING CODE - PLUMBING, 8TH EDITION

2023 ( C ) FLORIDA BUILDING CODE - ACCESSIBILITY, 8TH EDITION

2023 ( B ) FLORIDA BUILDING CODE - EXISTING, 8TH EDITION

2023 ( A ) FLORIDA BUILDING CODE - BUILDING, 8TH EDITION

APPLICABLE CODES

OL OCCUPANT LOAD

AHJ AUTHORITY HAVING JURISDICTION

FSD FIRE SEPARATION DISTANCE

FDVA FIRE DEPARTMENT VEHICLE ACCESS

AGP ABOVE GRADE PLAN - STORY

N/A NOT APPLICABLE AS PART OF THIS PROJECT

ABBREVIATIONS

THE SCOPE OF WORK INCLUDES THE DEMOLITION OF EXISTING BUILDLING ON NORTH SIDE OF SITE AND A NEW 2-STORY 28,456.64 G.S.F. ASSEMBLY BUILDING OF TYPE 2B CONSTRUCTION. THE STRUCTURE IS COMPOSED OF LOAD BEARING EXTERIOR CMU WALLS, COMPOSITE FLOOR AND ROOF DECKS AND INTERIOR LIGHT GAUGE METAL FRAMED WALLS. THE PROJECT INCLUDES ALL NEW MECHANICAL, PLUMBING, ELECTRICAL, AV/IT, FIRE PROTECTION AND ALARM SYSTEMS, EMERGENCY SUPPORT SYSTEMS, AND NEW PARKING. THE TOTAL BUILDING HEIGHT TO ROOF IS 34' -8". THE PROJECT IS ALSO DESIGN AND CONSTRUCTED TO SERVE AS

COMMUNITY STORM SHELTER.

SCOPE OF WORK

ANY FACILITIES NOT LISTED BELOW - 44"

MINIMUM CORRIDOR WIDTH (A) TABLE 1020.3

A-3 OL > 30 = 0 HR. (WITH SPRINKLER SYSTEM)

CORRIDOR FIRE-RESISTANCE RATING (A) TABLE 1020.2

A-3 250' (WITH SPRINKLER SYSTEM)

EXIT TRAVEL DISTANCE (A) TABLE 1017.2 ; (G) 12.2.6

NEED (1) ACCESSIBLE MEANS OF EGRESS/SPACE MIN. OR (2) WHEN TWO EXITS ARE REQUIRED.

ACCESSIBLE MEANS OF EGRESS (A) CH. 1009 (C) 206.2.4

75' > 50 OCCUPANTS

A-3 20' (WITH SPRINKLER SYSTEM)

MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE (A) TABLE 1006.2.1 ; (G) 12.2.5

0.3" x OL FOR STAIRS AND 0.2" x OL FOR OTHER EGRESS COMPONENTS. SEE LIFE SAFETY SHEETS B-101 AND B-102 FOR FLOOR

PLAN SHOWING STAIRS AND EGRESS COMPONENTS AND WIDTH REQUIRED AND WIDTH PROVIDED.

MEANS OF EGRESS SIZING (A) CH. 1005:

SEE LIFE SAFETY SHEET B-101 AND B-102 FOR FLOOR PLAN SHOWING OCCUPANT LOADS FOR EACH ROOM

OCCUPANT LOAD (A) TABLE 1004.5 (G) TABLE 7.3.1.2:

MEANS OF EGRESS - (A) CH. 10; (G) CH. 7

INSTALLED PER IBC AND NFPA 72

A-3 - OL> 1000

FIRE ALARM AND DETECTION SYSTEMS - WHERE REQUIRED (A) 907.2

MAX. TRAVEL DISTANCE = 75 FT

MAX. FLOOR AREA FOR EXTINGUISHER = 11,250 SF

MAX. FLOOR AREA PER UNIT OF A = 1,500 SF

RATE... 2-A

CLASS A, ORDINARY HAZARD FIRE EXTINGUISHER REQUIREMENTS (A) 906.1

B - CLASS A, ORDINARY HAZARD

A-3 - CLASS A, ORDINARY HAZARD

PORTABLE FIRE EXTINGUISHERS - WHERE REQUIRED (A) 906.3.1 (G 13.6.1.2)

SPRINKLER SHALL BE INSTALLED THROUGHOUT IN ACCORDANCE TO NFPA 13 (A) 903.3.1.1

903.2.1.3 AUTOMATIC SPRINKLER SYSTEMS REQUIRED IN A-3 OCCUPANCY

AUTOMATIC SPRINKLER SYSTEMS (A) CH. 903

FIRE PROTECTION SYSTEMS - (A) CH. 9 ; (B) CH. 703, 804, 904; (G) 12

A-3 B B C

OCCUPANCY EXITING ELEMENTS CORRIDORS ROOM & ENCLOSED SPACES

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

INTERIOR FINISHES - (A) CH. 8 ; (G) 12.3

FIRE AREAS (A) CH.... N/A

718.4.3 EXCEPTION - NOT REQUIRED IF BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC

SPRINKLER SYSTEM

DRAFTSTOPPING IN ATTICS (A) CH. 718.4:

718.3.3 EXCEPTION - NOT REQUIRED IF BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC

SPRINKLER SYSTEM

DRAFTSTOPPING IN FLOORS (A) CH. 718.3:

FIREBLOCKING (A) CH. 718.2: REQUIRED THROUGHOUT

CONCEALED SPACES (A) CH. 718: NA

ELEVATOR LOBBIES (A) CH. 3006: NA

FIRE-RESISTANCE RATING OF SHAFTS (A) CH. 713.4, (G) 8.6.4: NA

VERTICAL OPENINGS (A) CH. 712, (G) 12.3.1: NA

FLOOR AND ROOF ASSEMBLIES (A) CH. 711: NA

SMOKE PARTITIONS (A) CH. 710, (G) 8.4: NA

SMOKE BARRIERS (A) CH. 709, (G) 8.5: NA

FIRE PARTITIONS (A) CH. 708: NA

FIRE BARRIERS (A) CH. 707, (G) 8.3: NA

FIRE WALLS (A) CH. 706: NA

VERTICAL SEPARATION OF OPENINGS (A) CH. 705.8.5: NA

5-10 FT = 25% UNPROTECTED, SPRINKLERED, ACTUAL = 22%

3-5 FT = 15% UNPROTECTED, SPRIKLERED, ACTUAL = 6%

MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION

(A) TABLE 705.8:

FIRE-RESISTANCE RATINGS - (A) CH. 705.5: 1HR FOR FDS 0' < X > 10'

PROJECTIONS: SHALL NOT EXTEND CLOSER TO FSD THAN (A) TABLE 705.2: 40"

EXTERIOR WALLS - (A) CH. 705

FIRE AND SMOKE PROTECTION FEATURES - (A) CH. 7

SHGC: U-0.25

ENTRANCE DOORS: U-0.83

OPERABLE FENESTRATION: U-0.65

FIXED FENESTRATION: U-0.50

FENESTRATION THERMAL ENVELOPE REQUIREMENTS (E) TABLE C402.4

SLAB ON GRADE FLOORS: NR

FLOORS:

WALLS: R-5.7ci

ROOF: R-25ci

OPAQUE THERMAL ENVELOPE REQUIREMENTS (E) TABLE C402.1.4

CLIMATE ZONE (E) TABLE C301.1

THERMAL ENVELOPE (E) TABLE C402.4

LAUNDRY - 1

OIL - NR

GREASE - 1 FOR KITCHEN

INTERCEPTORS/SEPARATORS (D) CH. 1003:

FLOOR DRAINS (D) CH. 413 - NR

PROVIDED 8 8 6 6 2 2

TOTAL REQ. 2.39 4.6 1.5 1.5 .3 1

A-3 M-299, W-299 299/125=2.39 299/65 = 4.6 299/200=1.5 299/200=1.5 299/1000=0.3

M W M W

OCC. TYPE OCC. LOAD WATER CLOSETS LAVATORIES DF SERVICE SINK

MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES (A) TABLE 2902.1

PLUMBING SYSTEMS (A) CH. 29

212 KITCHENS AND KITCHENETTES: SHALL BE ACCESSIBLE

213.3.4 LAVATORIES: AT LEAST 5%, BUT NOT LESS THAN ONE SHALL BE ACCESSIBLE

213.3.1 WATER CLOSET COMPARTMENT: ONE WC MUST BE ACCESSIBLE. IF WC + URINALS > 6, PROVIDE ONE

AMBULATORY ACCESS WC

213.2, 213.2 TOILET AND BATHING FACILITIES: ONE TYPE OF EACH FIXTURE, ELEMENT, CONTROL OR DISPENSER

SHALL BE ACCESSIBLE

OTHER FEATURES AND FACILITIES (C) CH. 213

206.4.1 PUBLIC ENTRANCES: AT LEAST 60% OF ALL PUBLIC ENTRANCES SHALL BE ACCESSIBLE

ACCESSIBLE ENTRANCES (C) CH. 206.4

206.2.2 CONNECTED SPACES: ALL SPACES ARE REQUIRED TO BE ACCESSIBLE AND CONNECTED BY AN

ACCESSIBLE ROUTE

206.2.1 SITE ARRIVAL POINTS: 1 REQUIRED

ACCESSIBLE ROUTE (C) CH. 206

FACILITY AND SITE REQUIRED TO BE ACCESSIBLE

SCOPING REQUIREMENTS (C) CH. 2

ACCESSIBILITY (C)

A-3 20' (WITH SPRINKLER SYSTEM)

DEAD END TRAVEL DISTANCE (A) CH. 1020.5 ; (G) 12.2.5

MEANS OF EGRESS - (A) CH. 10

CODE ANALYSIS

36" GRAB BAR

NOTE:

TOILET FLUSH

VALVE LOCATED ON

ACCESSIBLE SIDE

OF WC MOUNTED NO

MORE THAN 44" AFF

WATER CLOSET-

FRONT VIEW

MR

INSULATED

PIPE WRAP

PTD

FINISHED FLOOR

LAVATORY,

MIRROR &

ACCESSORIES

SD, TYPICALLY

RIGHT OF SINK

FINISHED FLOOR

MR

PTD

SD (ON SIDE WALL)

LAVATORY, MIRROR, & ACCESSORIES

ADJACENT TO WALL- FRONT VIEW

WATER CLOSET -

SIDE VIEW

TTD AT TLT SIDE WALL

(RIGHT SIDE W/

CENTERED TLT)

NOTE:

URINAL FLUSH VALVE

MOUNTED NO MORE

THAN 44" AFF

ADA URINAL

FINISHED FLOOR

WATER COOLER,

DOUBLE

HOUSEKEEPING CLOSET

MOP SINK

SD

PTD

MR

INSULATED

PIPE WRAP

INSULATED

PIPE WRAP

LAVATORY, MIRROR, & ACCESSORIES

ADJACENT TO WALL- SIDE VIEW

PTD

LAVATORY &

ACCESSORIES

INSULATED

PIPE WRAP

SNDU AT TLT SIDE WALL

(WOMEN'S ONLY, RIGHT SIDE W/

CENTERED TLT)

42" GRAB BAR

TSCD AT TLT SIDE WALL

(RIGHT SIDE W/

CENTERED TLT)

TTD AND/OR

SNDU

SERVICE

RECEPTOR

MOP HOLDER

PLUMBING & ACCESSORIES

TSCD

MECHANICAL, ELECTRICAL, COMMUNICATIONS, AND FIRE PROTECTION

HAND SANITIZER-

WALL MOUNTED

HAND SANITIZER-

ABOVE COUNTER & IN TOILET ROOMS

LIGHT SWITCH

HAND SANITIZER

TELEPHONE

DATA AND ELECTRICAL

OUTLETS IN ALCOVE

16" DEEP SHELF

HOUSEKEEPING

CLOSET

STORAGE SHELF

2'- 0" MIN.

DATA AND ELECTRICAL OUTLETS AT COUNTERS FULL HEIGHT

EQUIPMENT

UNDER COUNTER

EQUIPMENT

RAISED UNDER

COUNTER EQUIPMENT

ACCESSORIES

ADJACENT TO DOOR

NOTE:

DIMENSIONS

SHOWN ARE

TYPICAL UNLESS

OTHERWISE

NOTED

IF ADJACENT

TO DOOR

ACCESSORIES

SD, TYPICALLY

RIGHT OF SINK

ADJACENT

OUTLETS GANGED

TOGETHER W/ 1

FACEPLATE

WALL

HUNG

SCREENS,

24" WIDE

WALL OR STALL

4'-0" O.C.

MAXIMUM SHELF

SUPPORT

SPACING

2' -1

0"3' -4

3' -8

1'-2" 1'-2"

2' -1

0"3' -4

3' -8

1'-3" IF ADJACENT TO WALL

2' -1

0"3' -8

1'-0 1/2"

2' -1

0"3' -8

1'-1" 1'-1"

1'-3" TO WALL

3' -0

2' -6

" 3' -8

3' -0

"3' -1

0"

3'-8 1/8"

MAX.

1'-0"

3'-2"

1' -6

3'

-6

M A

X

1' -5

1'-3" 1'-3"

M

IN

2' -3

S P

O U

T H

E

IG

H T

3' -0

M

A X

WATER COOLER,

SINGLE

M

IN

9" M

IN

2' -3

2' -1

0"

4' -0

4' -4

3' -1

0"

3' -4

2' -0

3' -4

2' -6

" 3' -1

0"

3' -0

3' -6

3' -0

" 3' -1

0"

2' -0

3' -4

3' -4

2' -0

3' -1

0"

EQ. EQ.

6" 8" 9"

4' -0

1'-2"

3' -8

3' -0

SHELF WITH HOOKS

4' -0

16" - 18"

DCSCHTS TSCDTTDTTD/TSCDSDSNDUSNDHDPTDWRPTDR

CORNER GUARD

CORNER GUARD

OR DOOR JAMB

HANDRAIL OR

CRASH RAIL

WALL BASE

WALL PROTECTION, TERMINATION AT CORNER / DOOR

WALL PROTECTION

WALL GUARD

TOILET

WALL

FIRE EXTINGUISHER

CABINET

FIRE

EXTINGUISHER

SPACING BETWEEN ACCESSORIES

TYP. SPACING

WALL

2"

2" 2"

FINISHED FLOOR

DATA AND ELECTRICAL OUTLETS

NOTE:

FIRE EXTINGUISHER INTALLED

IN ACCORDANCE WITH

CLASSIFICATION, RATING AND

DISTRIBUTION REQUIREMENTS

OF NFPA 10 (NFPA 1: 13.6.1.2)

FIRE ALARM PULL

STATION

ELECTRICAL OUTLET

OR TELEPHONE

OUTLET

LIGHT SWITCH

ELECTRICAL OUTLET ABOVE

BASE CABINETS

THERMOSTAT OR

HUMIDISTAT. MOUNT 48" AFF

TO CENTERLINE OF DEVICE

DOOR

ROOM

SIGNAGE

FIRE ALARM

STROBE

EXIT SIGNEXIT

FINISH FLOOR

16" AFF TO BOTTOM

OF ELECT. /

TELEPHONE OUTLET

48" AFF TO TOP OF

OUTLET / LIGHT SWITCH /

PULL STATION

60" AFF

CENTERLINE OF SIGNAGE

80" AFF

BOTTOM OF DEVICE

8" ABOVE DOOR HEAD

BOTTOM OF SIGN

EQ EQ

1' - 0"

1' - 0"

TYPICAL DEVICE PLACEMENT

1'- 0" MIN.

FINISHED FLOOR

SANITARY

ACCESSORIES LIST

ABBREVIATIONS DESCRIPTIONS

CH COAT HOOK

DCS DIAPER CHANGING STATION

HD HAND DRYER

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER / WASTE

RECEPTACLE

SD SOAP DISPENSER

SND SANITARY NAPKIN DISPENSER

SNDU SANITARY NAPKIN DISPOSAL UNIT

SS SHOWER SEAT

TS TOILETRY SHELF

TTD TOILET TISSUE DISPENSER

TSCD TOILET SEAT COVER DISPENSER

TTD/TSCD TOILET TISSUE DISPENSER / TOILET

SEAT COVER DISPENSER

WR WASTE RECEPTACLE

MR MIRROR

NOTE:

ALL FIXTURES AND ACCESSORIES ARE TO BE MOUNTED TO COMPLY

WITH FLORIDA PLUMBING, ELECTRICAL, MECHANICAL AND

ACCESSIBILITY CODE.

SEAT REQUIRED AT ALL TRANSFER

SHOWERS. ROLL-IN SHOWER SEAT

OPTIONAL.

M A

X

M

IN48

M

A X

O P

E R

A B

LE

P

A R

T S

3'

/1

6"

T H

E A

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H

IT

E C

T 'S

C O

M M

O N

L A

W C

O P

Y R

IG

H

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R P

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Y R

IG

H

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A R

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E B

Y R

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E R

V

H E

I D

E A

S

D E

S

IG

N S

P L A

N S

D

R A

W

IN

G S

A

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IF

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A T

IO

N

S P

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D U

C E

D B

Y T

H E

A R

C H

IT

E

C T

T H

E S E

I D

E A

S

D E

S

IG

N S

P L A

N S

D R

A W

IN

G

S

A

E C

IF

IC

A T

IO

N

S S

H A

L L N

O T

B E

R E

P R

O D

U C

E D

N V

E Y

E D

I N

A N

Y M

A N

N E

R N

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A S

S

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N E

D

Y T

H

IR

D P

A R

T Y

W

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H O

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F

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S T

O B

T A

IN

IN

G T

P R

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IT

T E

N P

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M

IS

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N O

F T

C H

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E

C T

C

O N

S E

N T

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A L A

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W J

A rc hi te ct s

A R

(7

2-w .w ja rc

.c om

W an ne m ac he r

Je ns en A rc hi te ct s, In c.

Project number

G-105

MOUNTING HEIGHTS

P A

L M

H A

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O R

P A

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S A

N D

R E

C R

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PERMIT SET 9-15-25

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A rc hi te ct s

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Project number

G-106

UL LISTINGS

P A

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P A

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A rc hi te ct s

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Project number

G-107

UL LISTINGS

P A

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ROOM A

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MDF

LOBBY

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S -A

S -B

S-B

S-B

S-B

S -B

S -B

S -B

S -B

TRACK ABOVE

STORM SHELTER PLAN LEGEND

FIRE EXTINGUISHER (PREFIX INDICATES SEMI,

RECESSED, OR NONE FOR WALL MOUNTED)

ILLUMINATED (DIRECTIONAL) EXIT SIGN

*COORDINATE ITEMS W/ ELECTRICAL AS REQUIRED

X-FEC

1HR RATED ASSEMBLY

2HR RATED ASSEMBLY

HURRICANE SIGNAGE LEGEND

ENTRY SIGNAGE

PERIMETER SIGNAGE

DESIGN INFORMATION SIGNAGE

S-A

S-B

S-C

STORM SHELTER USABLE FLOOR AREA LOAD KEY

NON-OCCUPIED USABLE FLOOR AREA (EMERGENCY ESCAPE TO

EGRESS DOORS, FLOOR AREA OF PARTITIONS AND WALLS, FIXED OR

MOVABLE OBJECTS, FURNITURE, AND EQUIPMENT.

OCCUPIED USABLE FLOOR AREA - 20 SF

OCCUPIED USABLE FLOOR AREA - 40 SF

ICC 500 SECTION 502

OCCUPANT DENSITY IN COMMUNITY SHELTERS

502.2 DESIGN OCCUPANT CAPACITY

THE DESIGN OCCUPANT CAPACITY SERVED BY THE STORM SHELTER SHALL BE

ASSIGNED OR CALCULATED IN ACCORDANCE WITH SECTION 502.2.1 OR 502.2.2.

502.2.1 ASSIGNED

THE ASSIGNED DESIGN OCCUPANT CAPACITY SHALL BE BASED ON THE DESIGN

OCCUPANT CAPACITY OF THE STORM SHELTER, AS DETERMINED BY THE DESIGNER

AND THE OWNER OR THE OWNER'S AUTHORIZED AGENT, AND APPROVED BY THE

AUTHORITY HAVING JURISDICTION.

502.2.2 CALCULATED

THE CALCULATED DESIGN OCCUPANT CAPACITY SHALL BE DETERMINED BY THE

USABLE FLOOR AREA DIVIDED BY THE UNIT OF AREA PRESCRIBED PER OCCUPANT

IN TABLE 502.3.

502.4 PROVIDED USABLE FLOOR AREA

THE USABLE FLOOR AREA PROVIDED SHALL BE DETERMINED BY SECTION 502.4.1,

502.4.2 OR A COMBINATION OF THESE METHODS. THE USABLE FLOOR AREA

PROVIDED SHALL MEET OR EXCEED REQUIRED USABLE FLOOR AREA DETERMINED

IN SECTION 502.3.

502.4.1 CALCULATION OF USABLE FLOOR AREA

THE USABLE FLOOR AREA SHALL BE DETERMINED BY USING THE FOLLOWING

PERCENTAGES:

1. REDUCING THE GROSS FLOOR AREA OF STORM SHELTER AREAS WITH

AREAS OF CONCENTRATED FURNISHINGS OR FIXED SEATING BY A

MINIMUM OF 50 PERCENT.

2. REDUCING THE GROSS FLOOR AREA OF STORM SHELTER AREAS WITH

AREAS OF UNCONCENTRATED FURNISHINGS AND WITHOUT FIXED SEATING

BY A MINIMUM OF 35 PERCENT.

3. REDUCING THE GROSS FLOOR AREA OF STORM SHELTER AREAS WITH

AREAS OF OPEN PLAN FURNISHINGS AND WITHOUT FIXED SEATING BY A

MINIMUM OF 15 PERCENT.

502.4.2 ALTERNATIVE CALCULATION OF USABLE FLOOR AREA

THE USABLE FLOOR AREA SHALL BE DETERMINED BY SUBTRACTING FROM THE

GROSS FLOOR AREA, THE FLOOR AREA OF PARTITIONS AND WALLS, COLUMNS,

FIXED OR MOVABLE OBJECTS, FURNITURE, EQUIPMENT OR OTHER FEATURES THAT

UNDER PROBABLE CONDITIONS CANNOT BE REMOVED.

OCCUPANTS WHO ARE STANDING OR

SEATED

TYPE OF OCCUPANTS MINIMUM REQUIREDUSABLE FLOOR

AREA IN SF PER OCCUPANT

HURRICANE: 20

TABLE 502.3 OCCUPANT DENSITY— COMMUNITY STORM SHELTERS

OCCUPANTS WHO ARE RELOCATED IN

A BED OR STRECHER

HURRICANE: 40

WATER CLOSETS - 1 PER 50 OCCUPANTS

PROVIDED

TABLE 703.4.1 REQUIRED WATER CLOSETS AND LAVATORIES

REQUIRED

498/50 = 9.96

498/100 = 4.98LAVATORIES - 1 PER 100 OCCUPANTS

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Project number

G-108

LEVEL 1 - HURRICANE

STORM SHELTER PLAN

P A

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PERMIT SET 9-15-25

3/32" = 1'-0"

GROUND LEVEL - HURRICAN STORM SHELTER PLAN

STORM SHELTER OCCUPANTS - GROUND LEVEL

Occupancy Number Name Area Usable Floor Area Load

Factor Floor Area Reduction

Factor Factor

120 CHILLER YARD 835.0 SF

A

A 101 LOBBY 869.7 SF 0.0 SF 0

A 104 MULTIPURPOSE ROOM A 964.3 SF 40.0 SF 0 25

A 106 MULTIPURPOSE ROOM B 956.9 SF 40.0 SF 0 24

A 108 GYM 7510.6 SF 20.0 SF 0 376

A 108C BLEACHERS 171.5 SF

A 108D BLEACHERS 171.5 SF

B

B 101A RECEPTION 233.2 SF 0.0 SF 0

B 103 OFFICES 196.6 SF 0.0 SF 0

B 113 KITCHEN 923.8 SF 0.0 SF 0

E

E 102 ARTS AND CRAFTS 675.2 SF 40.0 SF 0.35 11

Grand total: 11 13508.3 SF 436

DANCE STUDIO

A

DANCE STUDIO

B

STORAGE

MECH

ELEC

CUSTODIAL

OFFICE

OFFICE

CONFERENCE

ROOM

ELEVATED

TRACK

ADA STAFF

RESTROOM

STAFF

RESTROOM

WOMEN'S

RESTROOM

MEN'S

RESTROOM

CORRIDOR

O L

O L

OPEN TO BELOW

OFFICE

SMALL

PROGRAM

ROOM

ELEC.

S-B

S-B

S -B

S -B

S -B

OPEN TO

BELOW

STORM SHELTER PLAN LEGEND

FIRE EXTINGUISHER (PREFIX INDICATES SEMI,

RECESSED, OR NONE FOR WALL MOUNTED)

ILLUMINATED (DIRECTIONAL) EXIT SIGN

*COORDINATE ITEMS W/ ELECTRICAL AS REQUIRED

X-FEC

1HR RATED ASSEMBLY

2HR RATED ASSEMBLY

HURRICANE SIGNAGE LEGEND

ENTRY SIGNAGE

PERIMETER SIGNAGE

DESIGN INFORMATION SIGNAGE

S-A

S-B

S-C

STORM SHELTER USABLE FLOOR AREA LOAD KEY

NON-OCCUPIED USABLE FLOOR AREA (EMERGENCY ESCAPE TO

EGRESS DOORS, FLOOR AREA OF PARTITIONS AND WALLS, FIXED OR

MOVABLE OBJECTS, FURNITURE, AND EQUIPMENT.

OCCUPIED USABLE FLOOR AREA - 20 SF

OCCUPIED USABLE FLOOR AREA - 40 SF

ICC 500 SECTION 502

OCCUPANT DENSITY IN COMMUNITY SHELTERS

502.2 DESIGN OCCUPANT CAPACITY

THE DESIGN OCCUPANT CAPACITY SERVED BY THE STORM SHELTER SHALL BE

ASSIGNED OR CALCULATED IN…