26-8672_-_Exhibit_M_-_Senior_Center_Expansion_-_Construction_Plans.pdf

L

03/06/2026

This item has been digitally signed and sealed by Ryan

L. Poythress, P.E. on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

APPLICABLE CODES

BUILDING CODE:

MECHANICAL CODE:

ELECTRICAL CODE:

PLUMBING CODE:

GAS FUEL CODE:

FIRE AND LIFE

SAFETY CODES:

FLORIDA BUILDING CODE (FBC) 8TH EDITION (2023)

FBC-MECHANICAL 8TH EDITION (2023)

FBC-BUILDING, CHAPTER 27; NFPA 70-2020 NATIONAL ELECTRIC CODE (N.E.C)

FBC PLUMBING 8TH EDITION (2023)

FBC GAS FUEL 8TH EDITION (2023)

FLORIDA FIRE PREVENTION CODE (FFPC) 8TH EDITION based on NFPA 1, FIRE CODE 2021 EDITION and NFPA 101, LIFE SAFETY CODE 2021 EDITION

CODE EDITIONS REFERENCED BELOW INCLUDE SUPPLEMENTS AND APPLICABLE AMENDMENTS

ACCESSIBILITY CODE: FBC-ACCESSIBILITY 8TH EDITION (2023): FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION

EXISTING BUILDING: FBC-EXISTING BUILDING 8TH EDITION (2023)

MALE AND FEMALE

BATHTUBS

SHOWERS

DRINKING

FOUNTAIN OTHER

PLUMBING FIXTURE REQUIREMENTS: FBC PLUMBING CHAPTER 4, TABLE 403.1

WC (URINALS)

MALE AND FEMALE

LAVATORIES

REQUIRED

MALE FEMALE

BATHTUBS

SHOWERS

DRINKING

FOUNTAIN OTHER

WC (URINALS)

MALE AND FEMALE

LAVATORIES

REQUIRED

3TOTAL

PROVIDED

TOTAL

REQUIRED

342 1 1

N/A 1 PER 500

ASSEMBLY

USE:

---12 1 1

N/A 1 PER 100 1 SERVICE SINK

TOTAL

OCCUPANTS -

26/2= 13 M/13 F

BUSINESS

USE

PROVIDED ---22 1 1

PROVIDED ---542 1 1

TOTAL

OCCUPANTS -

437/2= 219 M/219 F

1 SERVICE SINK

1 PER 25 FOR THE FIRST 50

1 PER 50 FOR REMAINDER

EXCEEDING 50

1 PER 40 FOR THE FIRST 80

1 PER 80 FOR REMAINDER

EXCEEDING 80

1 PER 125 1 PER 65 1 PER 200

REMARKS:

1. FBC-PLUMBING SECTION 403.1.3: IN ASSEMBLY OCCUPANCIES, RESTROOMS OPEN TO THE PUBLIC MUST HAVE A RATIO OF 3:2 WATER CLOSETS AS THE COMBINED TOTAL OF WATER CLOSETS AND URINALS PROVIDED FOR MEN, UNLESS THERE ARE TWO OR FEWER SUCH FIXTURES FOR MEN. THE RATIO ESTABLISHED BY POTTY PARITY IS NOT REQUIRED TO BE MAINTAINED FOR THE

ADDITIONAL FIXTURES PROVIDED IN EXCESS OF THE MINIMUM REQUIRED FIXTURES.

TOTAL COMBINED BUSINESS AND ASSEMBLY

PROJECT DESCRIPTION

THIS PROJECT INCLUDES AN ALTERATION LEVEL 3 FOR EXISTING BUILDING , AND ALSO INCLUDES THE EXPANSION FROM

THE FACILITY WITH A NEW ATTACHED BUILDING.

THE EXISTING BUILDING IS OCCUPIED AND USED AS A-3 ASSEMBLY- (COMMUNITY HALL) THIS BUILDING WILL NOT INVOLVE

A CHANGE OF OCCUPANCY OR USE.

AS PART OF THE ALTERATON LEVEL 3 PROJECT, NEW SPRINKLERED SYSTEM WILL BE INCORPORATED TO EXISTING

BUILDING.

CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION

OCCUPANCY : A3 ASSEMBLY (COMMUNITY HALL)

TOTAL EXISTING BUILDING AREA : 7,067 SF.

NEW BUILDING ADDITION AREA: 2,695 SF.

CONSTRUCTION CLASSIFICATION

SECTION 601

TYPE OF CONSTRUCTION: V B SPRINKLERED

BUILDING HEIGHTS AND AREAS

TABLE 504.3 ALLOWABLE HEIGHT S: 60 FT PROVIDED: 23 FT

IN FEET ABOVE GRADE PLANE

TABLE 504.4 ALLOWABLE NUMBER S: 2 STORIES PROVIDED: 1 STORY

OF STORIES ABOVE GRADE PLANE

TABLE 506.2 ALLOWABLE AREA S1: 24000 SQ FT. PROVIDED : 9, 762 SQ FT

FACTOR

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS

BUILDING ELEMENT FBC BUILDING

TABLE 601 CONSTRUCTION PROVIDED

CLASSIFICATION : V B

PRIMARY STRUCTURE 0 HOUR 0 HOUR

BEARING WALLS

EXTERIOR 0 HOUR 0 HOUR

INTERIOR 0 HOUR 0 HOUR

NON-BEARING WALLS

AND PARTITION EXTERIOR 0 HOUR 0 HOUR

NON-BEARING WALLS

AND PARTITIONS INTERIOR 0 HOUR 0 HOUR

FLOOR CONSTRUCTION AND

ASSOCIATED SECONDARY 0 HOUR 0 HOUR

MEMBERS

ROOF CONSTRUCTION AND

ASSOCIATED SECONDARY 0 HOUR 0 HOUR

MEMBERS

ACCESIBLE MEANS OF EGRESS PROVIDED

EXIT DOORS: MINIMUM WIDTH FBC-ACCESSIBILITY SECTION 404: SECTION 7.2.1.2.3.2: 34 INCH MIN.

FBC- BUILDING SECTION 1010: 32 INCH. CLEAR MIN.

32 INCHES MINIMUM CLEAR

EXISTING BUILDING AREA (GROSS) 7120.00 SF

NEW ADDITION AREA(GROSS) 2710.84 SF

20 GA GALV. STEEL

DEFLECTION TRACK

FASTEN TO DECK AT

2'-0" O.C.

5/8" X 48" WIDE TYPE X

GWB APPLIED

VERTICALLY; CENTER

JOINTS OVER STUDS,

STAGGER 16" O.C.

OPPOSITE SIDES, ATTACH

TO STUDS AND RUNNERS

W/ 1" LONG TYPE S

SCREWS AT THE JOINTS

AND RUNNER CHANNELS

1/2" TO 3/4" FROM EDGES

OF GWB AND 8" AT EDGES,

12" O.C. IN THE FIELD;

COVER JOINTS W/ TAPE

AND JOINT COMPOUND

3-5/8" 20 GA GALV. STEEL

STUDS @ 16" O.C.

NOTE: USE 6" 20 GA GALV.

STEEL STUDS @ 16" O.C.

FOR S6A ASSEMBLY

20 GA GALV. STEEL

CHANNEL, FASTEN TO

SLAB 24" O.C. WITH 5/32"

MIN. POWER DRIVEN

FASTENERS

FLOOR SLAB

SEAL WALL ANGLE TO

WALL ABOVE CEILING

W/ ACOUSTICAL

SEALANT

3-1/2" GLASS FIBER

SOUND ATTEN. BLANKET

TYP.

LAY-IN ACOUSTIC

CEILING OR GWB

CEILING REFER TO

FINISH SCHEDULE

3/8" ACOUSTIC

SEALANT USE FIRE

BARRIER SEALANT AT

RATED WALLS

STC 47

6 7/8".

4 7/8".

REFER TO FINISH

SCHEDULE FOR FLOOR

AND BASE FINISH

5" NOM.

FILL VOIDS WITH MINERAL

WOOL

ROOF DECK

SEALANT EA. SIDE

@ S4A

@ S6A7" NOM.

@ S4A

@ S6A

3 5/8"

ROOF TRUSSES

20 GA GALV. STEEL

DEFLECTION

TRACK FASTEN TO

DECK AT 2'-0" O.C.

5/8" X 48" WIDE TYPE X GWB

APPLIED VERTICALLY;

CENTER JOINTS OVER

STUDS, ATTACH TO STUDS

AND RUNNERS W/ 1" LONG

TYPE S SCREWS AT THE

JOINTS AND RUNNER

CHANNELS 1/2" TO 3/4"

FROM EDGES OF GWB 8"

O.C. AT EDGES AND 12" O.C.

IN THE FIELD; COVER

JOINTS W/ TAPE AND JOINT

COMPOUND OR 5/8"

CEMENTITIOUS BOARD FOR

CERAMIC TILE

INSTALLATION

3-5/8" 20 GA GALV. STEEL

STUDS 16" O.C.

NOTE: USE 1 5/8" 20 GA

GALV. STEEL STUDS @ 16"

O.C. FOR S2C ASSEMBLY

20 GA GALV. STEEL

CHANNEL, FASTEN TO

SLAB 24" O.C.

FLOOR SLAB

SEAL WALL ANGLE TO

WALL ABOVE CEILING

W/ ACOUSTICAL

SEALANT

3-1/2" GLASS FIBER

SOUND ATTEN. BLANKET

TYP.

SEALANT

LAY-IN ACOUSTIC

CEILING OR GWB

CEILING

3/8" ACOUSTIC

SEALANT USE FIRE

BARRIER SEALANT AT

RATED WALLS

REFER TO FINISH

SCHEDULE FOR FLOOR

AND BASE FINISH

4 1/4".

4" NOM.

FLOOR OR ROOF DECK

STC 47

@ S4C4" NOM.4" NOM.

2" NOM. @ S2C

@ S4C

@ S2C2 1/4" .

ROOF TRUSSES

REFER TO WALL SECTIONS AND

STRUCTURAL PLANS FOR

FOOTING DETAILS

4" CAST IN PLACE CONCRETE

SLAB ON GRADE OVER 15 MIL

SHEET VAPOR BARRIER. SEE

STRUCTURAL.

SCHEDULED FLOOR FINISH &

BASE TRIM BOARD. REFER

TO ROOM FINISH SCHEDULE

5/8" GWB ON 1 5/8"

METAL STUDS @

16" O.C.

1 1/2" RIGID INSULATION

PROVIDE 1/2" EXPANSION/

EXPANDING JOINT. THERMOPLASTIC

SEAL AND WATER STOP. TYP.

8" CMU SEE STRUCTURAL

GROUT FILLED CELLS

UP TO F.F. LEVEL

WATER RESISTANT

BARRIER

CLEAN COMPACTED FILL

SLOPE GRADE AWAY

FROM EXT.WALL

STUCCO FINISH ON LATH

PAINTED. TYP

STUCCO 6" BENEATH

GRADE TYP.

FINISHED CEILING REFER

TO REFLECTED CEILING

PLAN AND LEGEND.

REFER TO FINISH

SCHEDULED

5/8" GYPSUM

BOARD

1 5/8 20 GA METAL

STUDS @ 16 O.C.

20 GA LT MTL CLIP

ANGLE/FASTENED TO CMU @

48" O.C.

EXTEND IT TO ROOF DECK

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© 2024 HARVARD JOLLY, INC.

TO THE BEST OF MY KNOWLEDGE, THE PLANS

AND SPECIFICATIONS COMPLY WITH THE

MINIMUM BUILDING CODES.

NAME:, LIC. #, DATE:

Comm. No:

Date:

Drawn by:

Checked by:

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//C ol lie r C ou nt y_

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_S en io r C en te r R en ov at io n/

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INDEX AND CODE

ANALYSIS

C ol lie r S en io r C en te r

23028.00

03/06/2026

LA

TM

GENERAL NOTE:

USE CEMENTITIOUS BACKER BOARD IN LIEU OF

GYPSUM BOARD ON ALL WET WALL

APPLICATIONS THAT WILL HAVE CERAMIC TILE

INSTALLED.

SCOPE DEFINITION.

SCOPE A: REFERS TO ALL JOBS RELATED TO

NEW ADDITION

SCOPE B: REFERS TO ALL JOBS RELATED TO THE

HARDENING OF EXISTING BUILDING.

1 1/2" = 1'-0"G-000

S4A & S6A INTERIOR WALL PARTITION

SCOPE A & B

1 1/2" = 1'-0"G-000

S2C & S4C INTERIOR WALL PARTITION

SCOPE A & B

1 1/2" = 1'-0"G-000

7 M8US EXTERIOR WALL ASSEMBLY AND FLOOR SLAB - SCOPE A

SHEET

NUMBER

ISSUE

DATE DESCRIPTION

Revision # Revision Description

Revision Date

COVER

G-COVER 03/06/2026 COVER SHEET

GENERAL

G-000 03/06/2026 INDEX AND CODE ANALYSIS 2 CC REVIEW COM 03/06/26

G-010 03/06/2026 GENERAL NOTES, LEGENDS & ABBREVIATIONS

CIVIL

C1.0 03/06/2026 COVER SHEET

C1.1 03/06/2026 GENERAL NOTES

C1.2 03/06/2026 PRE-DEVELOPMENT MASTER CONDITIONS

C1.3 03/06/2026 PRE-DEVELOPMENT MASTER CONDITIONS

C2.0 03/06/2026 EXISTING SITE AND DEMOLITION PLAN

C3.0 03/06/2026 PROPOSED SITE LAYOUT

C4.0 03/06/2026 SOIL EROSION CONTROL PLAN

C5.0 03/06/2026 GRADING PLAN

C6.0 03/06/2026 STORM DRAINAGE PLAN

C7.0 03/06/2026 SANITARY SEWER PLAN

C8.0 03/06/2026 WATER DISTRIBUTION PLAN

C9.0 03/06/2026 STANDARD DETAILS - 1

C9.1 03/06/2026 STANDARD DETAILS -2

C9.2 03/06/2026 STANDARD DETAILS -3

LANDSCAPE

L1 03/06/2026 COVER SHEET

L2 03/06/2026 LANDSCAPE PLAN

L3 03/06/2026 DETAILS SHEET

STRUCTURAL

S0.1 03/06/2026 STRUCTURAL SPECIFICATIONS

S0.2 03/06/2026 STRUCTURAL SPECIFICATIONS AND WIND SCHEDULE

S0.3 03/06/2026 STRUCTURAL SPECIFICATIONS AND WIND SCHEDULE

S1.0 03/06/2026 FOUNDATION PLAN

S1.1 03/06/2026 ROOF PLAN

S2.0 03/06/2026 DETAILS

S2.1 03/06/2026 DETAILS

S2.2 03/06/2026 DETAILS

S2.3 03/06/2026 DETAILS

S2.4 03/06/2026 DETAILS

S2.5 03/06/2026 DETAILS

ARCHITECTURAL DEMOLITION

AD-100 03/06/2026 ARCHITECTURAL DEMOLITION PLAN

ARCHITECTURAL SITE

AS-000 03/06/2026 ARCHITECTURAL SITE PLAN 1 SDPA REVIEW COMMENTS 09/22/25

AS-010 03/06/2026 ENLARGED SITE DIMENSION PLAN & DETAILS 1 SDPA REVIEW COMMENTS 09/22/25

ARCHITECTURAL

A-010 03/06/2026 LIFE SAFETY PLAN 1 SDPA REVIEW COMMENTS 09/22/25

A-100 03/06/2026 FLOOR PLAN 2 CC REVIEW COM 03/06/26

A-110 03/06/2026 DIMENSION FLOOR PLAN 1 SDPA REVIEW COMMENTS 09/22/25

A-130 03/06/2026 REFLECTED CEILING PLAN

A-140 03/06/2026 ROOF PLAN AND DETAILS

A-200 03/06/2026 EXTERIOR ELEVATIONS

A-210 03/06/2026 INTERIOR ELEVATIONS AND CASEWORK

A-300 03/06/2026 BUILDING SECTIONS

A-310 03/06/2026 WALL SECTIONS

A-410 03/06/2026 TYPICAL TOILET & SHOWER ROOM DETAILS

A-411 03/06/2026 TOILET ROOM PLANS, ELEVATIONS, & DETAILS 2 CC REVIEW COM 03/06/26

A-435 03/06/2026 CASEWORK ELEVATIONS & DETAILS

A-601 03/06/2026 DOOR SCHEDULES, ELEVATIONS AND DETAILS

A-610 03/06/2026 GLAZING ELEVATIONS AND SCHED.

A-611 03/06/2026 GLAZING DETAILS

A-620 03/06/2026 LOUVERS & MISC. OPENINGS

A-700 03/06/2026 FINISH SCHEDULES AND NOTES

INTERIOR DESIGN

AI-100 03/06/2026 INTERIOR DESIGN FLOOR PLAN

MECHANICAL

M-001 03/06/2026 COVER SHEET- HVAC

M-101 03/06/2026 FLOOR PLAN - HVAC 1 SDPA REVIEW COMMENTS 09/22/25

M-601 03/06/2026 DETAILS AND SCHEDULES - HVAC

MD-101 03/06/2026 DEMOLITION PLAN - HVAC

ELECTRICAL

E-001 03/06/2026 SYMBOL LEGEND-GENERAL NOTES AND INDEX-ELECTRICAL

E-010 03/06/2026 SITE PLAN - ELECTRICAL 1 SDPA REVIEW COMMENTS 09/22/25

E-011 03/06/2026 SITE PLAN -PHOTOMETRICS 1 SDPA REVIEW COMMENTS 09/22/25

E-101 03/06/2026 FLOOR PLAN - LIGHTING 1 SDPA REVIEW COMMENTS 09/22/25

E-201 03/06/2026 FLOOR PLAN - POWER 1 SDPA REVIEW COMMENTS 09/22/25

E-501 03/06/2026 DETAILS - ELECTRICAL

E-502 03/06/2026 DETAILS - ELECTRICAL

E-503 03/06/2026 DETAILS - ELECTRICAL

E-601 03/06/2026 RISER DIAGRAMS - ELECTRICAL

E-701 03/06/2026 PANEL SCHEDULES-ELECTRICAL

ED-101 03/06/2026 DEMOLITION PLAN - ELECTRICAL

PLUMBING

P-001 03/06/2026 GENERAL NOTES, SYMBOLS AND LEGENDS-PLUMBING

P-010 03/06/2026 SITE PLAN - PLUMBING 1 SDPA REVIEW COMMENTS 09/22/25

P-100 03/06/2026 FOUNDATION PLAN - PLUMBING 1 SDPA REVIEW COMMENTS 09/22/25

P-101 03/06/2026 FLOOR PLAN - PLUMBING 1 SDPA REVIEW COMMENTS 09/22/25

P-401 03/06/2026 SANITARY WASTE & VENT RISERS-PLUMBING

P-402 03/06/2026 DOMESTIC WATER RISERS, PLUMBING

P-403 03/06/2026 NATURAL GAS RISER-PLUMBING 1 SDPA REVIEW COMMENTS 09/22/25

P-501 03/06/2026 DETAILS - PLUMBING

P-502 03/06/2026 DETAILS - PLUMBING

P-503 03/06/2026 DETAILS - PLUMBING

P-601 03/06/2026 SCHEDULES - PLUMBING

PD-101 03/06/2026 DEMOLITION PLAN-PLUMBING

TECHNOLOGY

T-001 03/06/2026 GENERAL NOTES - TECHNOLOGY

T-010 03/06/2026 SITE PLAN - TECHNOLOGY

T-101 03/06/2026 FLOOR PLAN - TECHNOLOGY

T-501 03/06/2026 DETAILS - TECHNOLOGY

T-502 03/06/2026 DETAILS - TECHNOLOGY

T-503 03/06/2026 DETAILS - TECHNOLOGY

FIRE PROTECTION

F-001 03/06/2026 GENERAL NOTES. DESIGN CRITERIA. FIRE PROTECTION

F-101 03/06/2026 FLOOR PLAN- FIRE PROTECTION

F-110 03/06/2026 ROOF PLAN - FIRE PROTECTION

F-501 03/06/2026 DETAILS - FIRE PROTECTION

F-502 03/06/2026 DETAILS - FIRE PROTECTION

FIRE ALARM

FA-001 03/06/2026 SYMBOL LEGEND -GENERAL NOTES AND INDEX-FIRE ALARM

FA-101 03/06/2026 FLOOR PLAN - FIRE PROTECTION

FA-501 03/06/2026 DETAILS - FIRE PROTECTION

FA-601 03/06/2026 RISER DIAGRAMS-FIRE ALARM

FAD-101 03/06/2026 DEMOLITION PLAN - FIRE ALARM

Revisions

No. Date Revision

Description

1 09/22/25 SDPA

REVIEW

COMMENTS

2 03/06/26 CC REVIEW

COM

DEFERRED SUBMITTALS:

1.- PRE- ENGINEERED ROOF TRUSSES.

2.- ROOF FASTENING.

3.- FINAL SPRINKLER SYSTEM.

4.- FIRE ALARM SYSTEM.

2 SDPA REVIEW COMMENTS

2 SDPA REVIEW COMMENTS

2 SDPA REVIEW COMMENTS

2 SDPA REVIEW COMMENTS

2 SDPA REVIEW COMMENTS

2 SDPA REVIEW COMMENTS

2 SDPA REVIEW COMMENTS

2 SDPA REVIEW COMMENTS

2 SDPA REVIEW COMMENTS

2 SDPA REVIEW COMMENTS

1 SDPA REVIEW COMMENTS 09/22/25

2 SDPA REVIEW COMMENTS 09/22/25

09/08/25 09/08/25 09/08/25 09/08/25 09/08/25

09/08/25

09/08/25 09/08/25 09/08/25 09/08/25

1 SDPA REVIEW COMMENTS 09/22/25

ARCH. ABBREVIATIONS

EARTH/FILL

BRICK

CONCRETE

CERAMIC TILE

METAL - LARGE SCALE

FINISH WOOD

WOOD BLOCKING

WOOD SHIM

PLYWOOD

GYPSUM WALLBOARD

RIGID INSULATION

BATT INSULATION

CARPET

PREMOLDED JOINT FILLER

SAFING INSULATION

STUCCO, CEMENT

PLASTER,

LIGHTWEIGHT CONCRETE

CMU - LARGE SCALE

CMU - SMALL SCALE

METAL - SMALL SCALE OR

SHEET METAL

JOINT SEALANT AND

BACKER ROD

ARCH. MATERIAL LEGEND

DISCIPLINE

CATEGORY

AREA OF BUILDING

FLOOR OF BUILDING

A-101A

LOCATION MAP

SHEET NO. SYSTEM

ARCH.GENERAL NOTES

CEMENT PLASTER

SUBCATEGORY

A

A

DOOR SYMBOL

DRAWING / DEMOLITION NOTE

SECTION LETTER

CUTTING LINE

SHEET WHERE LOCATED

REVISION

MATCH LINE

COLUMN AND

CONSTRUCTION GRID LINES

CURTAIN WALL/ STORE FRONTS: (A-

LETTERED).

WINDOWS: (W-LETTERED).

HOLLOW METAL (NUMBERED)

EQUIPMENT DESCRIPT/ #

EXTERIOR/INTERIOR

ELEVATION SYMBOL

DETAIL INDICATION SYMBOL

FLOOR/DATUM

ELEVATION LEVEL

AREA/ITEM

REVISED

0'-0"

FIRST FLOOR

ARCH. SYMBOLS LEGEND

A-501

ELEVATION LETTER

SHEET WHERE LOCATED

A-211

1 1

A

B

A-311

SIM

TOILET ACCESSORY DESCRIPT/ #

XXX

LOUVER

XX-N

1t

88'-8-1/2" Type Name

Area Rounded

SF

ROOM NAME

ROOM #

P - AREA

Area Rounded

SF

Occu.

Load15

ROOM NAME

ROOM #

Type

STC

CEILING HEIGHT/ MATERIAL

WALL TYPE/ STC RATING

FLOOR PLAN ROOM TAG

(Program Area Opt.)

LIFE SAFETY ROOM TAG

# OCCUPANTS THIS ROOM

OCCUPANT LOAD FACTOR

SLOPE

11 D-2

-- MEDICAL EQUIPMENT/#

SIGNAGE

CABINET TAG

CABINET TYPES

B: BASE

F: FULL

W: WALL

TYPE VERSION (Examples)

A: FULL DOOR

B: DOUBLE DOOR

C: RIGHT DOOR

D: LEFT DOOR

CABINET TYPE

TYPE VERSION

Project Specific

CABINET HEIGHT

CABINET WIDTH

SFRM-[N.#] SPRAYED FIRE RESISTIVE

MATERIAL/ LINE TYPE

GRAVEL

FENCE LINE (VARIES PER PLAN)

9B

.62

103.1

A1

B 24 C 25.25

PROJECT

LOCATION

GOLDEN GATE

SENIOR CENTER

CORONADO PKWY

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

A.

B.

C.

D.

15.

16.

17.

18.

19.

20.

21.

22.

23.

DOCUMENT REVIEW: IT IS THE RESPONSIBILITY OF THE

CONTRACTOR AND EACH OF THE SUBCONTRACTORS TO REVIEW

ALL THE DRAWINGS AND SPECIFICATIONS TO ENSURE

COORDINATION OF ALL THE WORK AFFECTING EACH TRADE.

EXISTING CONDITIONS: THE EXISTING CONDITIONS SHOWN ON

THESE DRAWINGS ARE BASED ON INFORMATION PROVIDED TO THE

ARCHITECT. THE CONTRACTOR SHALL VERIFY ALL EXISTING

CONDITIONS AND DIMENSIONS. NOTIFY THE ARCHITECT OF

DEVIATIONS FROM THESE DRAWINGS PRIOR TO FABRICATION AND

INSTALLATION OF THE WORK.

EXIT ACCESS: THE CONTRACTOR SHALL MAINTAIN ALL EXISTING

APPROVED MEANS OF EGRESS FOR ALL OCCUPIED SPACES IN

ACCORDANCE WITH THE AUTHORITIES HAVING JURISDICTION.

DRAWINGS: THESE DRAWINGS SHALL NOT BE SCALED. REFER TO

DIMENSIONS INDICATED, ACTUAL SIZES OF CONSTRUCTION ITEMS

OR OTHER METHODS OF LOCATING CONSTRUCTION. WHERE NO

DIMENSION OR OTHER METHOD OF DETERMINING A LOCATION IS

GIVEN, VERIFY LOCATION WITH ARCHITECT PRIOR TO INSTALLATION.

SPECIFICATIONS: REFER TO THE PROJECT MANUAL FOR GENERAL

REQUIREMENTS AND TECHNICAL SPECIFICATIONS. THE DRAWINGS

AND SPECIFICATIONS ARE COMPLEMENTARY. IF DISCREPANCIES

EXIST BETWEEN THE DRAWINGS AND SPECIFICATIONS, THE MOST

STRINGENT OR COSTLY REQUIREMENT SHALL PREVAIL. NOTIFY THE

ARCHITECT OF ANY DISCREPANCIES TO OBTAIN CLARIFICATION.

DIMENSIONS: DIMENSIONS INDICATED ARE TO COLUMN

CENTERLINE, TO FINISH FACE OF INTERIOR METAL STUD

PARTITIONS, TO FACE OF CONCRETE OR MASONRY WALLS, TO

FINISH FACE OF EXTERIOR STUD WALLS AND TO FACE OF CORRIDOR

SIDE FINISH OF CORRIDOR PARTITIONS UNLESS OTHERWISE NOTED.

DIMENSIONS INDICATED AS CLEAR SHALL BE A MINIMUM DIMENSION

FROM FACE TO FACE OF FINISH MATERIALS.

COORDINATION: WORK OF ENGINEERING DISCIPLINES IS SHOWN ON

ARCHITECTURAL DRAWINGS FOR COORDINATION PURPOSES ONLY.

REFER TO THE APPROPRIATE ENGINEERING DISCIPLINE DRAWINGS

FOR COMPLETE AND GOVERNING INFORMATION REGARDING THEIR

WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES TO OBTAIN

CLARIFICATION.

UNFORESEEN CONDITIONS: THE CONTRACTOR SHALL REPORT ANY

UNFORESEEN CONDITIONS DISCOVERED TO THE OWNER,

ARCHITECT AND AUTHORITIES HAVING JURISDICTION, INCLUDING

THE DISCOVERY OF ANY HAZARDOUS MATERIALS.

THROUGH PENETRATIONS AND MEMBRANE PENETRATIONS AT FIRE-

RESISTANCE-RATED AND /OR SMOKE -RATED WALL AND FLOOR

ASSEMBLIES: PENETRATIONS SHALL BE PROTECTED WITH A U.L. OR

OTHER NRTL TESTED AND APPROVED PENETRATION FIRESTOP

ASSEMBLY, OR AS PERMITTED BY THE FLORIDA BUILDING CODE AND

THE FLORIDA FIRE PREVENTION CODE. REFER TO PARTITION NOTES

AND DETAILS AND THE PROJECT MANUAL SPECIFICATIONS.

FIRE-RATED JOINT ASSEMBLIES: INTERSECTIONS BETWEEN FIRE-

RATED AND/OR SMOKE-RATED WALLS AND FLOOR/CEILING

ASSEMBLIES SHALL BE PROTECTED BY A U.L. OR OTHER NRTL

TESTED AND APPROVED JOINT ASSEMBLY. REFER TO PARTITION

NOTES AND DETAILS AND THE PROJECT MANUAL SPECIFICATIONS.

PERIMETER FIRE CONTAINMENT: JOINTS BETWEEN FLOORS AND

EXTERIOR CURTAIN WALLS SHALL BE FIRE SAFED WITH A U.L. OR

OTHER NRTL TESTED AND APPROVED FIRE CONTAINMENT

ASSEMBLY. FIRE RATING OF THE ASSEMBLY SHALL MATCH THE

FIRE-RESISTANCE-RATING OF THE FLOOR CONSTRUCTION.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE

COORDINATION OF INSTALLATION OF ALL FIRESTOP SYSTEMS

BETWEEN VENDORS AND SUBCONTRACTORS. THE CONTRACTOR

SHALL ENSURE THAT ALL FIRESTOP ASSEMBLIES ARE INSTALLED IN

ACCORDANCE WITH THE U.L. TESTED AND APPROVED ASSEMBLY

DETAILS.

IT IS THE INTENT OF THESE DRAWINGS TO PROVIDE SUBSTANTIAL,

FIRE RESISTIVE INSTALLATIONS CONFORMING TO REQUIREMENTS

OF THE INDICATED FIRE TEST AND RECOMMENDATIONS OF

UNDERWRITER'S LABORATORIES, THE GYPSUM ASSOCIATION AND

WALLBOARD MANUFACTURER. INSTALLATIONS NOT CONFORMING

TO THESE STANDARDS SHALL BE CORRECTED AT NO ADDITIONAL

COST TO THE OWNER.

PLUMBING FIXTURES OTHER THAN ADA COMPLIANT TOILETS SHALL

BE INSTALLED A MINIMUM OF 15 INCHES FROM THE CENTER OF

FIXTURE TO THE FINISHED SURFACE AN ADJACENT SIDE WALL AND A

MINIMUM OF 30 INCHES TO ANOTHER PLUMBING FIXTURE. REFER TO

TOILET ROOM PLANS, ELEVATIONS AND DETAILS FOR DIMENSIONED

LOCATIONS OF ALL FIXTURES AND TOILET PARTITIONS.

REFER TO PLUMBING DRAWINGS AND SPECIFICATIONS FOR

FIXTURES FAUCETS AND FITTINGS INFORMATION.

COORDINATE THE INSTALLATION OF SINKS, PLUMBING AND

ELECTRICAL ITEMS IN AND ADJACENT TO CASEWORK.

PROVIDE OFFSET TRAP AT LAVATORIES AND SINKS LOCATED

IN CASEWORK WITH ADA FORWARD APPROACH KNEE AND

TOE CLEARANCES INDICATED.

PROVIDE A MINIMUM OF 24 INCHES CLEARANCE FOR ACCESS

TO FOOT PEDAL VALVES AT CLINICAL SINKS.

THE INSTALLATION OF PLUMBING PIPING, VENT STACKS AND

CONDUITS SHALL BE COORDINATED TO FACILITATE THE

INSTALLATION OF RECESSED TOILET ROOM ACCESSORIES, FIRE

EXTINGUISHER CABINETS AND OTHER RECESSED DEVICES AND

EQUIPMENT.

ALL WOOD BLOCKING WITHIN THE BUILDING ENVELOPE SHALL BE

FIRE- RETARDANT-TREATED (FRTW) OR PRESSURE TREATED WHERE

FRTW IS NOT PERMITTED (EXAMPLE: FBCB 453.11). ISOLATE

TREATED WOOD FROM METALS WITH 15# FELT OR PEEL & STICK

MEMBRANE AND UTILIZE NON-CORROSIVE FASTENERS.

THE CONTRACTOR SHALL VERIFY CONSTRUCTION IS COMPLETE AND

IN ACCORDANCE WITH THE CONTRACT DOCUMENTS PRIOR TO

INSPECTION BY THE AUTHORITY HAVING JURISDICTION.

UPDATING OF FLORIDA PRODUCT APPROVALS AND NOAs: IN THE

EVENT THAT COMPONENT AND CLADDING SYSTEMS OR

CONFIGURATIONS ARE REVISED AFTER THE ISSUANCE OF A PERMIT,

THE CONTRACTOR SHALL SUBMIT INFORMATION AND

DOCUMENTATION FOR THE ALTERNATIVE PRODUCT'S EVALUATION

AND APPROVAL TO THE AUTHORITY HAVING JURISDICTION.

FBCB 106.1 LIVE LOADS POSTED: THE OWNER SHALL

CONSPICUOUSLY POST DURABLE, NON-REMOVABLE SIGNAGE AT

EACH AREA OR STORY DESIGNED FOR LIVE LOADS EXCEEDING 50

PSF. SUCH SIGNAGE SHALL INDICATE THE ACTUAL LIVE LOAD

DESIGN. REFER TO STRUCTURAL FOR APPLICABLE LIMITS.

WEATHER PROTECTION: MINIMUM THICKNESS OF WEATHER

COATINGS SHALL BE PROVIDED PER FBCB TABLE 1405.2 UNLESS

SPECIFIED THICKER.

GEOTECHNICAL STATEMENT: THIS PROJECT INCLUDES WORK

REQUIRING A GEOTECHNICAL INVESTIGATION. THE GEOTECHNICAL

REPORT IS INCLUDED IN THE PROJECT MANUAL SPECIFICATIONS.

TOP OF SLAB ELEVATION COORDINATION: THE DATUM 0.00

INDICATED ON ARCHITECTURAL AND STRUCTURAL DRAWINGS

CORRESPONDS TO THE NAVD88 FINISHED FLOOR ELEVATION

INDICATED ON THE CIVIL ENGINEERING DRAWINGS.

FLOOD ZONE: REFER TO THE CIVIL ENGINEERING DRAWINGS FOR

THE PROJECT FLOOD ZONE, FEMA FIRM PANEL NUMBER AND

MINIMUM FINISHED FLOOR ELEVATION (DESIGN FLOOD ELEVATION

(DFE)).

1.

2.

3.

4.

5.

6.

7.

8.

REFER TO LIFE SAFETY PLANS FOR LOCATIONS OF WALLS AND

PARTITIONS WITH FIRE, SMOKE AND FIRE-SMOKE RESISTANCE

RATINGS.

ALL PARTITIONS SHALL EXTEND FROM FINISH FLOOR TO UNDERSIDE OF

DECK UNLESS NOTED OTHERWISE.

PROVIDE ACOUSTICAL SOUND BATT INSULATION (SAB) FULL DEPTH OF

STUD CAVITY AT ALL PARTITIONS UNLESS NOTED OTHERWISE.

UNLESS NOTED OTHERWISE, PARTITION METAL STUDS SHALL BE 20

GAUGE, DESIGNED TO AN L/240 DEFLECTION AT 5 P.S.F. AS REQUIRED

BY CODE.

AT PARTITIONS SCHEDULED TO RECEIVE TILE, METAL STUDS SHALL BE

20 GAUGE, DESIGNED TO AN L/360 DEFLECTION OR LESS AT 5 P.S.F. AS

RECOMMENDED BY TCNA.

ALL PARTITIONS WITH AN STC RATING SHALL HAVE TRACKS SET IN

ACOUSTICAL SEALANT. ALL JOINTS AND PENETRATIONS SHALL BE

SEALED TO MAINTAIN THE STC RATING.

THE CONTRACTOR SHALL AT ALL TIMES ENDEAVOR TO CONSTRUCT

THE FACILITY IN STRICTEST ACCORDANCE TO SOUND PRACTICES OF

FIRE RESISTIVE CONSTRUCTION. DEVIATIONS FROM

RECOMMENDATIONS OF MANUFACTURER, INDEPENDENT FIRE TESTS

OR GYPSUM ASSOCIATION RECOMMENDATIONS SHALL BE CORRECTED

AT NO ADDITIONAL COST TO THE OWNER.

MARKING AND IDENTIFICATION: FIRE WALLS, FIRE BARRIERS, FIRE

PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY

OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS SHALL BE

PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING ABOVE ANY

CEILING AND IN CONCEALED SPACES WITH THE WORDING, "FIRE AND /

OR SMOKE BARRIER - PROTECT ALL OPENINGS". SUCH IDENTIFICATION

SHALL:

i) BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL

AND AT INTERVALS NOT EXCEEDING 15 FEET ON CENTER

MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION.

ii) INCLUDE LETTERING 4 INCHES IN HEIGHT WITH A 1/2 INCH

STROKE IN A CONTRASTING COLOR

9.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

ALL CORRIDOR, FIRE/SMOKE BARRIER AND FIRE-RATED WALLS SHALL

EXTEND THRU THE INTERIOR LAYER OF G.W.B. AND STUD CAVITY TIGHT

TO THE BACK OF EXTERIOR SHEATHING IN EXTERIOR STUD WALLS AND

OVERHANGING FASCIAS. WHERE SUCH PARTITIONS INTERSECT ONE OF

LESSER FIRE RATING, THEIR LAYERS OF G.W.B. SHALL CONTINUE

UNINTERRUPTED THROUGH THE WALL OF LESSER FIRE RATING. THE

CONTRACTOR SHALL OBSERVE THE FOLLOWING CONSTRUCTION

INSTALLATION SEQUENCE:

4-HOUR FIRE/SMOKE

4-HOUR FIRE

2-HOUR FIRE/SMOKE

2-HOUR FIRE

1-HOUR FIRE SMOKE

1-HOUR FIRE (INCLUDING CORRIDORS WHERE RATED)

SMOKE TIGHT TO UNDERSIDE OF DECK

SMOKE TIGHT TO ABOVE CEILING

OTHER INTERIOR PARTITIONS AND THE INTERIOR LAYER OF

GYPSUM WALLBOARD ON EXTERIOR WALLS

ALL G.W.B. SHALL BE FIRE RESISTANT UL CLASSIFIED TYPE "X"

MATERIAL UNLESS SPECIFIED TO BE OF A HIGHER RATING, AND APPLIED

IN STRICT CONFORMANCE TO THE APPLICABLE FIRE TEST DESIGN.

i) JOINTS ON OPPOSITE WALL FACES OFFSET FROM EACH

OTHER AS REQUIRED BY THE U.L. TESTED WALL ASSEMBLY.

ii) HORIZONTAL JOINTS SHALL NOT OCCUR BELOW CEILING.

FASTENERS SHALL BE OF APPROVED TYPE AND INSTALLED

IN ACCORDANCE WITH APPLICABLE FIRE TEST.

11. THROUGH PENETRATIONS: WHERE DUCTS, PIPES, CONDUIT, BAR

JOISTS, BEAMS, LOW VOLTAGE CABLING OR ANY OTHER MATERIALS

PENETRATE A FIRE RATED FLOOR, WALL OR PARTITION, OPENINGS

SHALL BE PROTECTED BY A U.L. TESTED AND APPROVED

PENETRATION FIRESTOP ASSEMBLY.

i) ANNULAR SPACE AT METALLIC PIPE PENETRATIONS IN

CONCRETE OR CMU MAY BE GROUTED SOLID WHERE PERMITTED

BY FBCB 714.4.1, FBCB 714.5.1 AND NFPA 101-8.3.2.4.5. DO NOT

COVER PENETRATIONS OF CMU WALLS WITH G.W.B.

ii) PENETRATIONS AT SMOKE PARTITIONS SHALL BE SEALED

WITH AN APPROVED MATERIAL.

12.

13.

14.

15.

16.

17.

18.

19.

MEMBRANE PENETRATIONS: WHERE DEVICES ARE INDICATED IN A FIRE

OR FIRE/SMOKE WALL ON THE DRAWINGS, THE MAXIMUM ALLOWABLE

AREA OF INDIVIDUAL U.L. LISTED STEEL BACKBOXES PERMITTED IN THE

WALL IS 16 SQ.IN. WITH A MAXIMUM AGGREGATE OF 100 SQ.IN. PER 100

SQUARE FEET OF WALL AREA. BACKBOXES ON OPPOSITE FACES OF

SUCH WALLS SHALL BE OFFSET A MINIMUM HORIZONTAL DISTANCE OF

24 INCHES OR SHALL BE PROTECTED BY A U.L. TESTED AND APPROVED

MEMBRANE PENETRATION FIRESTOP ASSEMBLY.

MEMBRANE PENETRATIONS: ITEMS RECESSED IN WALLS WITH FIRE OR

SMOKE RATINGS SUCH AS RECESSED TOILET ACCESSORIES, FIRE

EXTINGUISHER AND/OR HOSE CABINETS, FIRE ALARM SIGNAL BOXES,

ELECTRICAL AND SIGNAL CABINETS, OR OTHER BACKBOXES WHICH

EXCEED 16 SQ. IN. SHALL BE PROTECTED BY A UL TESTED AND

APPROVED MEMBRANE PENETRATION FIRESTOP ASSEMBLY. ITEMS

RECESSED IN NON FIRE -RATED CORRIDOR WALLS AND IN SMOKE

PARTITIONS SHALL BE SEALED WITH AN APPROVED MATERIAL.

FIRE-RATED JOINT ASSEMBLIES: INTERSECTIONS BETWEEN FIRE-

RATED AND/OR SMOKE-RATED WALLS AND FLOOR/CEILING ASSEMBLIES

SHALL BE PROTECTED BY A U.L. OR OTHER NRTL TESTED AND

APPROVED JOINT ASSEMBLY. REFER TO PARTITION DETAILS AND THE

PROJECT MANUAL SPECIFICATIONS.

WHERE FIRE RATED WALL ASSEMBLIES INTERSECT OR OCCUR IN

CLOSE PROXIMITY TO STEEL BEAMS OR JOISTS, PROVIDE STUD

FRAMING AND GYPSUM WALLBOARD ENCLOSURE AROUND THE BEAM

OR JOIST IN ACCORDANCE WITH U.L. TESTED ASSEMBLY WITH SAME

THE FIRE-RESISTANCE RATING OF THE WALL. REFER TO PARTITION

DETAILS.

WHERE METAL STUD PARTITIONS ARE CONNECTED OR BRACED TO

SFRM PROTECTED STRUCTURE, INSTALL 20 GAUGE GALV. METAL Z-

CLIPS SPACED AS REQUIRED BY PARTITION DESIGN, PRIOR TO THE

INSTALLATION OF THE SPRAY FIREPROOFING.

WALLS THAT ARE SMOKE TIGHT TO DECK SHALL BE SEALED ABOVE THE

CEILING ON ONE SIDE TO STOP THE PASSAGE OF SMOKE. SEAL ALL

G.W.B. JOINTS WITH DRYWALL TAPE AND JOINT COMPOUND. INSTALL

G.W.B. TIGHT TO ALL DUCTS AND DUCT INSULATION. USE METALLIC

DUCT TAPE TO SEAL BETWEEN THE DUCT AND THE G.W.B. SEAL

AROUND PIPES AND CONDUITS WITH ACOUSTICAL SEALANT OR LATEX

CAULK. INSTALL METALLIC SLEEVES AROUND LOW VOLTAGE CABLES

THAT PENETRATE THE WALL, AND SEAL AROUND THE SLEEVE AND

INSIDE THE SLEEVE WITH ACOUSTICAL SEALANT.

PERIMETER FIRE CONTAINMENT: JOINTS BETWEEN FLOORS AND

EXTERIOR CURTAIN WALLS SHALL BE FIRE SAFED WITH A U.L. OR

OTHER NRTL TESTED AND APPROVED FIRE CONTAINMENT ASSEMBLY.

FIRE RATING OF THE ASSEMBLY SHALL MATCH THE FIRE-RESISTANCE-

RATING OF THE FLOOR CONSTRUCTION.

ALL VERTICAL AND HORIZONTAL DUCTS, PIPES, CONDUITS, PANELS,

ETC. (WHETHER SHOWN OR NOT) IN FINISHED ROOMS NOT ENCASED IN

FINISHED WALLS OR CEILINGS SHALL BE FURRED-IN AND FINISHED TO

MATCH ADJACENT SURFACES.

20. G.W.B. IN TOILET ROOMS, SHOWERS, JANITOR CLOSETS AND OTHER

AREAS SUBJECT TO WET CONDITIONS SHALL BE MOISTURE

RESISTANT TYPE "X" ON WALLS AND CEILINGS, UNLESS NOTED

OTHERWISE.

i) SUCH FURRED SPACES SHALL EXTEND THE LENGTH OF THE

WALL BETWEEN INTERSECTING WALLS UNLESS OTHERWISE

INDICATED.

ii) WHERE FURRING A PORTION OF A WALL CONFLICTS WITH

CASEWORK, THE FURRED LENGTH SHALL BE AS REQUIRED

TO ALLOW FOR PROPER INSTALLATION.

iii) WHERE ACCESS IS REQUIRED FOR VALVES, DAMPERS OR

OTHER DEVICES REQUIRING ADJUSTMENT, PROVIDE

ACCESS PANELS PAINTED TO MATCH ADJACENT SURFACES.

WHERE ENCLOSURE CONSTITUTES PART OF A FIRE-RATED

ASSEMBLY, PROVIDE LABELED ACCESS DOOR.

21.

22.

PROVIDE BLOCKING AND DOUBLE STUDS @ 16" O.C. FOR FULL WIDTH

OF AV MONITORS, EQUIPMENT OR CASEWORK. REFER TO AV

DRAWINGS, CASEWORK DRAWINGS AND PARTITION DETAILS.

PROVIDE ENCLOSURE AND ACCESS PANEL AT EACH FIRE PROTECTION

INSPECTION TEST VALVE. LOCATE VALVES AND PIPES IN EXTERIOR

WALLS. PROVIDE NON-RATED PAINTED STEEL ACCESS PANEL 12"

SQUARE.

i) PROVIDE CEMENTITIOUS BACKERBOARD OR TYPE X GYPSUM TILE

BACKER BOARD IN LIEU OF G.W.B. ON ALL WALLS SCHEDULED TO

RECEIVE CERAMIC / PORCELAIN TILE. REFER TO LIFE SAFETY

PLANS AND U.L. ASSEMBLY FOR FIRE-RESISTANCE RATED WALLS.

N

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H w w w .H ar va rd Jo lly

© 2024 HARVARD JOLLY, INC.

TO THE BEST OF MY KNOWLEDGE, THE PLANS

AND SPECIFICATIONS COMPLY WITH THE

MINIMUM BUILDING CODES.

NAME:, LIC. #, DATE:

Comm. No:

Date:

Drawn by:

Checked by:

H R

A

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3/

/2

8:

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AM

Au to de sk

D oc s:

//C ol lie r C ou nt y_

8.

_S en io r C en te r R en ov at io n/

8.

_C ol lie r_

Se ni or _C en te r_

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C or on ad o Pk w y, N ap le s

FL

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GENERAL NOTES,

LEGENDS &

ABBREVIATIONS

C ol lie r S en io r C en te r

23028.00

03/06/2026

CONSULTING ENGINEERS:

MEP/FP/SYTEMS ENGINEER:

OCI ASSOCIATES, INC.

9728 COMMERCE CENTER CT

FORT MYERS, FL 33908

http://www.ociassociates.com

STRUCTURAL ENGINEER

PENNONI

4706 CHIQUITA BOULEVAD SOUTH SUITE 200-E02

CAPE CORAL, FL 33914

http://www.pennoni.com

CIVIL ENGINEER:

Q. GRADY MINOR AND ASSOCIATES, LLC

6150 DIAMOND CENTRE CT., SUITE 1003

FORT MYERS, FL 33912

http://gradyminor.com

INTERIOR DESIGN:

HARVARD JOLLY | PBK

2714 DR. MLK JR ST N

ST. PETESBURG, FL 33704

http://www.harvardjolly.com

COLLIER SENIOR CENTER

HARDENING AND EXPANSION

HARVARD JOLLY | PBK

12751 NEW BRITTANY BLVD SUITE 401.

FORT MYERS, FL 33907

http://www.harvardjolly.com

CENTERLINE

# NUMBER OR POUND

& AND

@ AT

Ø DIAMETER OR ROUND

∠ ANGLE

A.B. ANCHOR BOLT

A.D.O. AUTOMATIC DOOR

OPENER

A.F.F. ABOVE FINISH FLOOR

A.H.U. AIR HANDLER UNIT

A.L. ACOUSTICAL LAY-IN

A.P. ACCESS PANEL

A/C. AIR CONDITION(ING)

ACOUS. ACOUSTIC(AL)

ADJ. ADJUSTABLE,

ADJACENT

AL. ALUMINUM

ALT. ALTERNATE

ANOD. ANODIZED

APPROX. APPROXIMATE

ARCH. ARCHITECT

AUTO. AUTOMATIC

B.G. BUMPER GUARD

B.U.R. BUILT-UP-ROOFING

BLDG. BUILDING

BM. BEAM

BOT. BOTTOM

C.B. CATCH BASIN

C.C.T. CUBICAL CURTAIN

TRACK

C.C.U. CORONARY CARE UNIT

C.F.C.I. CONTRACTOR

FURNISHED CO

C.G. CORNER GUARD

C.I. CAST IRON

C.J. CONTROL JOINT

C.L. CENTER LINE

C.M.U. CONCRETE MASONRY

UNIT

C.O. CASED OPENING

C.S. CONCRETE SEALED

C.S.W. CAVITY SHAFT WALL

C.T. CERAMIC TILE

C.T.S. COMPUTED AXIAL

TOMOGRAPHY

SCANNER

C.T.W. CERAMIC TILE

WAINSCOAT

C.U. CLEAN UTILITY

CAB. CABINET

CER. CERAMIC

CLG. CEILING

CLO. CLOSET

CLR. CLEAR

COL. COLUMN

COM. COMMON

CONC. CONCRETE

CONST. CONSTRUCTION

CONT. CONTINUOUS

CONTR. CONTRACTOR

CORR. CORRIDOR

CP. CARPET

CTR. COUNTER, CENTER

CTSK. COUNTER SUNK

CL D.A. DELAYED ACTION

D.E. DOUBLE EGRESS

D.F. DRINKING FOUNTAIN

D.R. DRESSING ROOM

DBL. DOUBLE

DEPT. DEPARTMENT

DET. DETAIL

DIA. DIAMETER

DIAG. DIAGONAL

DIM. DIMENSION

DISP. DISPENSER

DN. DOWN

DR. DOOR, DOCTOR

DRW. DRAWER

DWGS. DRAWINGS

E.B. EXPANSION BOLT

E.J. EXPANSION JOINT

E.P. ELECTRICAL

PANELBOARD

E.R. EMERGENCY ROOM,

EMERGENCY RELEASE

E.S. EXPOSED STRUCTURE

E.T. ELAPSED TIME

E.W.C. ELECTRIC WATER

COOLER

EA. EACH

EL. ELEVATION

ELEC. ELECTRICAL

ELEV. ELEVATOR

EMER. EMERGENCY

EQ. EQUAL

EQUIP. EQUIPMENT

EXIST. EXISTING

EXP. EXPANSION

EXT. EXTERIOR

F.A. FIRE ALARM

F.A.C. FIRE ALARM CABINET

F.A.C.P. FIRE ALARM CONTROL

PANEL

F.A.P. FIRE ALARM PULL

STATION

F.C. FURRING CHANNEL

F.D. FLOOR DRAIN, FIELD

DIMENSION

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER

CABINET

F.F.E. FINISHED FLOOR

ELEVATION

F.H.C. FIRE HOSE CABINET

F.I. FILM ILLUMINATOR

F.N.D. FEMININE NAPKIN

DISPOSAL

F.N.V. FEMININE NAPKIN

VENDOR

F.R. FIRE RATED

F.W. FLUSH WOOD

FDN. FOUNDATION

FIN. FINISH

FL. FLOOR

FLASH. FLASHING

FLOUR. FLOURESCENT

FPRF. FIRE PROOF(ING)

FR. FRAME

FT. FOOT OR FEET

FTG. FOOTING

FURR. FURRING

FUT. FUTURE

G.B. GRAB BAR

G.C. GENERAL

CONTRACTOR

G.M. GALVANIZED METAL

G.M.L. GALVANIZED METAL

LATH

G.M.S. GALVANIZED METAL

STUD

GA. GAUGE

GAL. GALLON

GALV. GALVANIZED

GND. GROUND

GR. GRADE

GWB. GYPSUM WALLBOARD

GYP. GYPSUM

H.B. HOSE BIB

H.C. HOLLOW CORE,

HANDICAPPED

H.M. HOLLOW METAL

H.PT. HIGH POINT

H.R. HANDRAIL

H.R.S. HEALTH AND

REHABILITATIVE

SERVICES

H.S. HEAT STRENGTHENED

H.S.V. HEAT SEAMED VINYL

H.V.A.C. HEATING, VENTILATION,

& AIR CONDITIONING

HBD. HARDBOARD

HDW. HARDWARE

HDWD. HARDWOOD

HGT. HEIGHT

HORIZ. HORIZONTAL

HR. HOUR

HTG. HEATING

I.C.U. INTENSIVE CARE UNIT

I.D. INSIDE DIAMETER

I.P. ISOLATION PANEL

I.P.S. INSIDE PIPE DIAMETER

I.T. ISOLATION

TRANSFORMER

I.V.T. INTRAVENOUS TRACK

IN. INCH(ES)

INCL. INCLUDE(D)(ING)

INSUL. INSULATION

INT. INTERIOR

INV. INVERT(ED)

JAN. JANITOR

JT. JOINT

K.P. KICK PLATE

K.S. KNEE SPACE

L. LENGTH

L.A. LAY-IN ACOUSTICAL

L.F. LINEAR FEET

L.L. LEAD LINED, LIVE LOAD

L.P. LIGHTPROOF

LAB. LABORATORY

LAM. LAMINATE

LAV. LAVATORY

LBL. LABEL

LKR. LOCKER

LT.WT. LIGHT WEIGHT

M.B. MACHINE BOLT

M.G. MEDICAL GAS

M.G.A. MEDICAL GAS ALARM

M.G.I. MEDICAL GAS OUTLET

M.G.V.B. MEDICAL GAS VALVE

BOX

M.H. MANHOLE

M.O. MASONRY OPENING

M.O.L. MORE OR LESS

M.P. MEDICINE

PREPERATION

M.R. MOISTURE RESISTANT

M.R.I. MAGNETIC RESONANCE

IMAGER

M.S. METAL STUD

M.S.L. MEAN SEA LEVEL

M.T. METAL THRESHOLD

M.V. MIXING VALVE

MAS. MASONRY

MATL. MATERIAL

MAX. MAXIMUM

MDLG. MOULDING

MECH. MECHANICAL

MED. MEDICINE CABINET

MED.

PREP.

MEDICAL PREPERATION

MET. METAL

MFD. MANUFACTURED

MFR. MANUFACTURER

MIN. MINIMUM

MISC. MISCELLANEOUS

MTD. MOUNTED

MUL. MULLION

N.C. NURSE CALL

N.I.C. NOT IN CONTRACT

N.STA. NURSE STATION

N.T.S. NOT TO SCALE

NO. NUMBER

NOM. NOMINAL

O.A. OVERALL

O.C. ON CENTER

O.D. OUTSIDE DIAMETER,

OVERALL DIMENSION

O.F.C.I. OWNER FURNISHED

CONTRACTOR

INSTALLED

O.F.O.I. OWNER FURNISHED

OWNER INSTALLED

O.H. OVERHEAD, OPPOSITE

O.H. CAB. OVERHEAD CABINET

O.R. OPERATING ROOM

O.S. OVERFLOW SCUPPER

OPNG. OPENING

OPP. OPPOSITE

P. PAINT

P.T. PRESSURE TREATED

P.T.D. PAPER TOWEL

DISPENSER

P.V.C. POLYVINYL CHLORIDE

PF. PREFABRICATED

PL. PLATE, PLASTIC

LAMINATE

PLAS. PLASTER

PLYWD. PLYWOOD

POL. POLISHED

PR. PAIR

PT. POINT

PTN PARTITION

S.A.B. SOUND ATTENUATING

BLANKET

S.C. SOLID CORE

S.D. SOAP DISPENSER

S.F., SQ.

FT.

SQUARE FOOT (FEET)

S.M. SHEET METAL

S.M.S. SHEET METAL SCREW

S.P.B. SPECIMEN PASS BOX

S.S. STAINLESS STEEL

S.U. SOILED UTILITY

S.Y. SQUARE YARD

SCHED. SCHEDULE

SEAL. SEALANT

SECT. SECTION

SH. SHELVING, SHELF

SHT. SHEET

SIM. SIMILAR

SPEC. SPECIFICATION(S)

SPF. SOUNDPROOF

STA. STATION

STD. STANDARD

STL. STEEL

STOR. STORAGE

STRL. STRUCTURAL

SUSP. SUSPENDED

T. TREAD, TOILET

T.&G. TONGUE & GROOVE

T.B. TEST BORING

T.C. TOILET COMPARTMENT

T.P.D. TOILET PAPER

DISPENSER

T.P.H. TOILET PAPER HOLDER

T.V. TELEVISION

TA. TABLE

TEL. TELEPHONE

TEMP. TEMPERED,

TEMPERATURE

THK. THICK(NESS)

TREAT. TREATMENT

TYP. TYPICAL

U.C. UNDERCOUNTER

U.O.N. UNLESS OTHERWISE

NOTED

UC. UNDERCUT

UTIL. UTILITY

V. VINYL

V.B. VINYL BASE

V.C.T. VINYL COMPOSITION

TILE

V.I.F. VERIFY IN FIELD

V.W.C. VINYL WALL COVERING

VERT. VERTICAL(LY)

VEST. VESTIBULE

W.B. WALL BUMPER

W.C. WATER CLOSET, WALL

COVERING

W.H. WATER HEATER

W.I. WROUGHT IRON

W.O. WHERE OCCURS

W.P. WATERPROOF(ING)

W.R. WASTE RECEPTACLE

W.W.F. WELDED WIRE FABRIC

W.W.M. WELDED WIRE MESH

W/ WITH

W/C WHEEL CHAIR

W/O WITHOUT

WD. WOOD

WT. WEIGHT

INTERIOR PARTITION NOTES

Revisions

No. Date Revision

Description

SCHEDULE OF DRAWINGS

DWG. NO. DESCRIPTION SHT. NO.

C1.0 COVER SHEET 1

C1.1 GENERAL NOTES 2

C1.2 PRE-DEVELOPMENT MASTER LAYOUT 3

C1.3 POST DEVELOPMENT MASTER LAYOUT 4

C2.0 EXISTING CONDITIONS & DEMOLITION PLAN 5

C3.0 PROPOSED SITE LAYOUT 6

C4.0 SOIL EROSION CONTROL PLAN 7

C5.0 GRADING PLAN 8

C6.0 STORM DRAINAGE PLAN 9

C7.0 SANITARY SEWER PLAN 10

C8.0 WATER DISTRIBUTION PLAN 11

C9.0 STANDARD DETAILS - 1 12

C9.1 STANDARD DETAILS - 2 13

C9.2 STANDARD DETAILS - 3 14

BUILDING SUMMARY

STRUCTURE EXISTING

FLOOR AREA

PROPOSED

EXPANSION

FLOOR AREA

TOTAL

FLOOR AREA

TYPE OF

CONSTRUCTION SPRINKLERED

BUILDING 7,067 2,695 9,762 VB YES

COLLIER COUNTY SENIOR CENTER

SITE DEVELOPMENT PLANS

SITE DEVELOPMENT PLAN AMENDMENT TO SDPA-06-AR-9983

C1.0

COVER SHEET

AND INDEX OF

DRAWINGS

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TO THE BEST OF MY KNOWLEDGE, THE PLANS

AND SPECIFICATIONS COMPLY WITH THE

MINIMUM BUILDING CODES.

Comm. No:

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Drawn by:

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Revisions

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Description

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GREEN BOULEVARD

INTERSTATE - 75

RADIO ROAD (C.R. 856)

GOLDEN GATE CITY

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GOLDEN G

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KW

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SITE

SITE MAP

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LIST OF ABBREVIATIONS

ABBR. DESCRIPTION ABBR. DESCRIPTION

BLDG. BUILDING NS NAIL SET

BSL BUILDING SETBACK LINE N.T.S. NOT TO SCALE

BOC BACK OF CURB OC ON CENTER

CMF CONCRETE MONUMENT FOUND OHC OVERHEAD CABLE

CMP CORRUGATED METAL PIPE OHP OVERHEAD POWER

C.O. CLEAN OUT OHT OVERHEAD TELEPHONE

CONC. CONCRETE P/L PROPERTY LINE

DI DUCTILE IRON R RADIUS

DIA. DIAMETER RBF REBAR FOUND

D.E. DRAINAGE EASEMENT RBS REBAR SET

D.S. DOWNSPOUT RCP REINFORCED CONCRETE PIPE

EL ELBOW REQD REQUIRED

ELEV ELEVATION REV REVISION

EXT. EXTERIOR R/W RIGHT-OF-WAY

EOP EDGE OF PAVEMENT RWMF

RIGHT-OF-WAY MONUMENT

FOUND

ETP

EXISTING TOP OF PAVEMENT

ELEV.

SES SAFETY END SECTION

FDC FIRE DEPARTMENT CONNECTION SF SQUARE FEET

FES FLARED END SECTION SPECS SPECIFICATIONS

FFE FINISHED FLOOR ELEVATION SAN SANITARY SEWER

FG FINISHED GRADE SS SANITARY SEWER

FM FORCE MAIN SSE SANITARY SEWER EASEMENT

FO FIBER OPTIC SSMH SANITARY SEWER MANHOLE

FOC FACE OF CURB STD STANDARD

FT FEET STO STORM

GAB GRADED AGGREGATE BASE TBC TOP OF BACK OF CURB

HC HANDICAP TC TOP OF CURB

HW HEADWALL TEL TELEPHONE

IE INVERT ELEVATION THR EL THROAT ELEVATION

INCL. INCLUDING TG TOP OF GRATE

INT. INTERIOR TP TOP OF PAVEMENT

IPF IRON PIPE FOUND TS TOP OF SIDEWALK

IPS IRON PIPE SET TYP TYPICAL

LF LINEAR FEET UGC UNDERGROUND CABLE

MH MANHOLE UGP UNDERGROUND POWER

NF NAIL FOUND UGT UNDERGROUND TELEPHONE

NS NAIL SET WTR WATER

GEOTECHNICAL NOTE:

1. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE GEOTECHNICAL

REPORT PERFORMED FOR THE SITE. IF A GEOTECHNICAL REPORT WAS NOT

PREPARED THE CONTRACTOR IS TO PERFORM HIS OR HER OWN ANALYSIS

OF THE SOIL CONDITIONS AT THE PROJECT SITE OR LOCATION.

2. PAPE-DAWSON GEORGIA, LLC., DOES NOT WARRANT OR IMPLY ANY

WARRANTIES AS TO THE SUITABILITY OF THE SOIL CONDITIONS AT THE

SUBJECT SITE.

NOTE TO CONTRACTOR:

1. A LAND DISTURBING ACTIVITY PERMIT MUST BE OBTAINED PRIOR TO

BEGINNING ANY LAND DISTURBING ACTIVITIES.

2. ALL UTILITIES SHALL BE LOCATED AND A DIGGING TICKET SHALL BE

OBTAINED PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES.

3. IF ANY WETLANDS EXIST OR ARE FOUND TO EXIST ON THE SITE, NO

DISTURBANCES SHALL OCCUR WITHIN THESE WETLANDS UNTIL THE

DEVELOPER HAS OBTAINED ALL NECESSARY PERMITS FROM THE U.S. ARMY

CORPS OF ENGINEERS.

4. IF ANY DISCREPANCIES BETWEEN THE ENGINEER'S PLANS OR

CONSTRUCTION STAKES AND ACTUAL SITE CONDITIONS ARISE DURING THE

COURSE OF CONSTRUCTION THE CONTRACTOR AND/OR DEVELOPER SHALL

NOTIFY THE ENGINEER OR SURVEYOR IMMEDIATELY PRIOR TO

CONSTRUCTING SAID INCONSISTENT ENTITIES. IF THE CONTRACTOR KNOWS

OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR,

DISCREPANCY OR CONFLICT IN ANY OF THE PLANS, SPECIFICATIONS OR

CONSTRUCTION STAKING AND FAILS TO REPORT THE SAME, HE SHALL NOT

BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY

HIM, WHICH IS REQUIRED TO BE REDONE OR REINCURRED BECAUSE OF SAID

ERROR, DISCREPANCY OR CONFLICT AND WHICH WOULD HAVE BEEN

AVOIDED HAD HE PROMPTLY REPORTED SAID ERRORS, DISCREPANCY OR

CONFLICT WHEN HE KNEW OR SHOULD HAVE KNOWN OF THE SAME.

1-800-282-7411

CALL BEFORE YOU DIG

THREE WORKING DAYS

BEFORE

YOU DIG GEORGIA

CALL

Utilities Protection Center, Inc.

It's The Law!

COLOR CODES

FOR

UTILITY LOCATION

ELECTRICRED

GAS-OILYELLOW

TELEPHONE/CATVORANGE

WATERBLUE

SEWERGREEN

IF YOU DIG GEORGIA

CALL US FIRST!

1-800-282-7411

It's The Law!

Utilities Protection Center, Inc.

SITE ADDRESS:

SECTION 28, TOWNSHIP 49 SOUTH,RANGE

26 EAST

COLLIER COUNTY, FLORIDA

PROJECT DIRECTORY

BOARD OF COUNTY COMMISSIONERS

FACILITES MANAGMENT DIVISION

3299 TAMIAMI TRAIL EAST, SUITE 303

NAPLES, FL 34112

PHONE: 239.252.8380

FAX: 239.252.3795

OWNER:

ENGINEER:

PAPE-DAWSON GEORGIA, LLC.

2500 NORTHWINDS PKWY, SUITE 360

ALPHARETTA, GA 30009

PHONE: 404.693.1618

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· THIS PROJECT IS A SITE DEVELOPMENT PLAN AMENDMENT TO

SDPA-06-AR-9983.

· THE SUBJECT SITE IS ZONED G-1-GGPOD-AC

· ALL COSTS AND EXPENSES OF ANY AND ALL REPAIRS, REPLACEMENTS,

MAINTENANCE, AND RESTORATIONS OF ABOVEGROUND IMPROVEMENTS

PERMITTED WITHIN A CUE SHALL BE THE SOLE FINANCIAL RESPONSIBILITY OF

THE GRANTOR, ITS SUCCESSORS OR ASSIGNS.

· PROPOSED EXPANSION FLOOR AREA SHALL BE USED FOR IMPACT FEE

CALCULATIONS.

GENERAL NOTES:

ALL OF BLOCKS 115 AND 118 AND PART OF LUCERNE ROAD, GOLDEN GATE UNIT 4,

AS SHOWN IN THE PLAT THEREOF AND AS RECORDED IN PLAT BOOK 5, PAGE 109,

PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY

DESCRIBED AS FOLLOWS;

BEGINNING AT A SOUTHWESTERLY CORNER OF BLOCK 115 OF THE AFOREMENTIONED

PLAT, SAID CORNER ALSO LYING ON THE SOUTHEASTERLY LINE OF LUCERNE ROAD

AS SHOWN ON THE AFOREMENTIONED PLAT AND ALSO LYING ON THE

NORTHEASTERLY LINE OF CORONADO PARKWAY AS SHOWN ON THE

AFOREMENTIONED PLAT AND ALSO LYING ON THE ARC OF A CURVE CONCAVE

SOUTHWESTERLY AND WHOSE RADIUS BEARS SOUTH 27°04'55" WEST A DISTANCE

OF 898.17 FEET

THENCE ALONG THE NORTHWESTERLY EXTENSION OF SAID NORTHEASTERLY UNE

AND ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 2°50'27"

AN ARC DISTANCE OF 44.53 FEET TO THE BEGINNING OF A REVERSE CURVE

CONCAVE EASTERLY AND HAVING A RADIUS OF 25.00 FEET;

THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL

ANGLE OF 88°09'54" AN ARC DISTANCE OF 36.47 FEET TO THE BEGINNING OF A

COMPOUND CURVE CONCAVE SOUTHEASTERLY AND AND HAVING A RADIUS OF

1064.74 FEET SAID CURVE ALSO BEING 46.00 FEET NORTHERLY FROM AND

CONCENTRIC WITH THE NORTHERLY LINE OF SAID TRACT 115;

THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL

ANGLE OF 32°54'51" AN ARC DISTANCE OF 611.65 FEET;

THENCE LEAVING SAID CONCENTRIC CURVE NORTH 34°40'48" WEST A DISTANCE OF

60.00 FEET T0 AN INTERSECTION WITH THE ARC OF A NON--TANGENT CURVE

CONCAVE NORTHERLY AND WHOSE RADIUS BEARS NORTH 34°40'48" WEST A

DISTANCE OF 25.00 FEET SAID ARC LYING ON THE BOUNDARY OF SAID BLOCK 118

OF SAID PLAT:

THENCE ALONG SAID BOUNDARY OF BLOCK 118 THROUGH THE FOLLOWING COURSES:

THENCE WESTERLY ALONG THE ARC OF SAID NON-TANGENT CURVE THROUGH &

CENTRAL ANGLE OF 87°15'59" AN ARC DISTANCE OF 38.07 FEET TO THE BEGINNING

OF A REVERSE CURVE CONCAVE SOUTHWESTERLY AND WHOSE RADIUS BEARS

SOUTH 52°35'16" WEST A DISTANCE GF 85.00 FEET;

THENCE NOPTHWESTERLY ALONG THE ARC OF SAID REVERSE CURVE THROUGH A

CENTRAL ANGLE OF 28'15'22" AN ARG DISTANCE OF 41.92 FEET TO THE BEGINNING

OF A COMPOUND CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF

1538.17 FEET;

THENCE NORTHWESTERLY ALONG THE ARC OF SAID COMPOUND CURVE THROUGH A

CENTRAL ANGLE OF 03°34'04" AN ARC DISTANCE OF 95.78 FEET TO THE BEGINNING

OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 25.00

FEET;

THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL

ANGLE OF 87°58'44” AN ARC DISTANCE OF 38.39 FEET TO THE BEGINNING OF A

REVERSE CURVE CONCAVE WESTERLY AND WHOSE RADIUS BEARS NORTH 71°15'09"

WEST A DISTANCE OF 85.00 FEET;

TENCE NORTHERLY ALONG THE ARC OF SAID REVERSE CURVE THROUGH A

CENTRAL ANGLE OF 18°44'50" AN ARC DISTANCE OF 27.81 FEET;

THENCE NORTH 00°00'00" EAST A DISTANCE OF 397.65 FEET TO THE BEGINNING OF

4 CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 25.00 FEET;

THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL

ANGLE OF 90°00'00" AN ARC DISTANCE OF 39.27 FEET;

THENCE NORTH 90°00'00" EAST A DISTANCE OF 704.15 FEET TO THE BEGINNING OF

A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 25.00 FEET;

THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL

ANGLE OF 90°00'00" AN ARC DISTANCE OF 39.27 FEET;

THENCE SOUTH 00°00'00" EAST A DISTANCE OF 301.98 FEET T0 AN INTERSECTION

T0 THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF

1153.00 FEET;

THENCE LEAVING SAID BOUNDARY OF BLOCK 118 SOUTHERLY ALONG THE ARC OF

SAID NON-TANGENT CURVE AND ALONG THE NORTHERLY EXTENSION OF THE

EASTERLY BOUNDARY OF THE AFORESAID BLOCK 115 THEN ALONG SAlD EASTERLY

BOUNDARY OF BLOCK 115 THROUGH A CENTRAL ANGLE OF 26°32'28" AN ARC

DISTANCE OF 534.10 FEET TO THE BEGINNING OF A REVERSE CURVE CONCAVE

WESTERLY AND HAVING A RADIUS OF 25.00 FEET;

THENCE CONTINUING ALONG THE BOUNDARY OF SAID BLOCK 115 THROUGH THE

FOLLOWING COURSES:

THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE

OF 88°12'22" AN ARC DISTANCE OF 38.49 FEET TO THE BEGINNING OF A REVERSE

CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 2465.00 FEET;

THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL

ANGLE OF 10°34'30" AN ARC DISTANCE OF 454.96 FEET;

THENCE SOUTH 51°05'21" WEST A DISTANCE OF 369.88 FEET TO THE BEGINNING OF

A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 25.00 FEET;

THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE

OF 90°00'00" AN ARC DISTANCE OF 39.27 FEET TO THE BEGINNING OF A CURVE

CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 696.17 FEET,

THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL

ANGLE OF 24°00°25" AN ARC DISTANCE OF 376.33 FEET TO THE POINT OF

BEGINNING OF THE PARCEL HEREIN DESCRIBED;

LEGAL DESCRIPTION:

NOTE: PHASING LINES SHOWN ON THESE

PLANS IS FOR BIDDING PURPOSES ONLY.

SHOULD A DISCREPANCY OR QUESTION

ARISE, PLEASE CONTACT THE COLLIER

COUNTY PROJECT MANAGER AND CIVIL

ENGINEER FOR CLARIFICATION

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TO THE BEST OF MY KNOWLEDGE, THE PLANS

AND SPECIFICATIONS COMPLY WITH THE

MINIMUM BUILDING CODES.

Comm. No:

Date:

Drawn by:

Checked by:

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No. Date Revision

Description

C1.1

GENERAL

NOTES

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REQUIRED PROVIDED

MAXIMUM BUILDING HEIGHT 75' 23'

MINIMUM FLOOR AREA N/A 9,762 S.F.

FRONT SETBACK (LUCERNE ROAD R.O.W.) 0' MIN, 15' MAX 28.9'

FRONT SETBACK (CORONADO PARKWAY R.O.W.) 0' MIN, 15' MAX 115.0'

FRONT SETBACK (SUNSHINE BLVD. R.O.W.) 0' MIN, 15' MAX 895.5'

MIN. SIDE SETBACK (ADJACENT EMS PARCEL) 0' 148.9'

MIN. LOT AREA 10,000 SF 927,751 SF

MIN. LOT WIDTH 100' 476.1'

GENERAL UTILITY NOTES UTILITIES SERVING THIS SITE

CABLEVISION BY:

TIME WARNER CABLE

1610 40TH TERRACE SW

NAPLES, FL 34116

PHONE: 239.598.1104

TELEPHONE SERVICE BY:

SPRINT FLORIDA INC.

P.O. BOX 2469

NAPLES, FL 34106

PHONE: 239.263.6293

ELECTRIC SERVICE BY:

FLORIDA POWER & LIGHT COMPANY

4105 15th AVENUE S.W.

NAPLES, FL 34116

PHONE: 239.353.6020

SEWER SERVICE BY:

COLLIER COUNTY PUBLIC UTILITIES

3339 TAMIAMI TRAIL E

NAPLES, FL 34112

PHONE: 239.252.2380

FIRE AND RESCUE SERVICE BY:

GREATER NAPLES FIRE DISTRICT

14575 COLLIER BLVD

NAPLES, FL 34119

239.348.7540

WATER SERVICE BY:

COLLIER COUNTY PUBLIC UTILITIES

3339 TAMIAMI TRAIL E

NAPLES, FL 34112

PHONE: 239.252.2380

REFUSE COLLECTION SERVICE BY:

COLLIER COUNTY SOLID & HAZARDOUS WASTE

MANAGEMENT

3339 TAMIAMI TRAIL EAST, SUITE 302

NAPLES, FL 34112

PHONE: 239.252.2508

GENERAL NOTES:

DEVELOPMENT STANDARDS TABLE

EXIST. ZONING DESIGNATION: G-1

PROJECT ACREAGE: 0.95 ACRES

FIRE HYDRANT NOTES

FIRE FLOW

PARKING CALCULATIONS

NORMAL

OPERATION

HOURS

SPECIAL

EVENT TIMES

BICYCLE

PARKING

LOADING

SPACES

BUILDINGS CRITERIA CALCULATION REQUIRED REQUIRED REQUIRED REQUIRED

EX. GOLDEN GATE COMMUNITY CENTER

BLDG 1

(15,599 S.F.)

1 SPACE PER 200 S.F.

(COMMUNITY RECREATIONAL

FACILITY)

15,599 S.F. / 200 S.F. = 78.0 SPACES 78 N/A 4 2

EX. GOLDEN GATE COMMUNITY CENTER

BLDG 2

(7,813 S.F.)

1 SPACE PER 200 S.F.

(COMMUNITY RECREATIONAL

FACILITY)

7,813 S.F. / 200 S.F. = 39.1 SPACES 39 N/A 2 1

EX. LIBRARY

(16,560 S.F.) 1 SPACE PER 200 S.F. (LIBRARY) 16,560 S.F. / 200 S.F. = 82.8 SPACES 83 N/A 4 2

EX. SHERIFF'S OFFICE

(5,742 S.F.)

1 SPACE PER 200 S.F. (PUBLIC

BUILDINGS) 5,742 S.F. / 200 S.F. = 22.7 SPACES 23 23 1 1

EX. GOLDEN GATE GOVERNMENT

SATELLITE OFFICE

(7,276 S.F.)

1 SPACE PER 200 S.F. (PUBLIC

BUILDINGS) 7,276 .S.F. / 200 S.F. = 36.4 SPACES 37 N/A 2 1

EX. GOLDEN GATE SENIOR CENTER

(7,067 S.F.)

1 SPACE PER 200 S.F.

(COMMUNITY RECREATIONAL

FACILITY)

7,067 S.F. / 200 S.F. = 35.3 SPACES 35 N/A 2 1

PROPOSED SENIOR CENTER EXPANSION

(2,695)

1 SPACE PER 200 S.F.

(COMMUNITY RECREATIONAL

FACILITY)

2,695 S.F. / 200 S.F. = 13.5 SPACES 14 N/A 1 N/A

EX. BMX TRACK/SKATE PARK 6 167 8 N/A

TOTAL REQUIRED 315 190 24 8

TOTAL EXISTING 488 23 7

TOTAL PROPOSED 487 26 8

TOTAL REQUIRED HANDICAP SPACES 9

TOTAL EXISTING HANDICAP SPACES 22

TOTAL PROPOSED HANDICAP SPACES 21

PROPOSED MASTER PLAN OF THE GOLDEN GATE COMMUNITY CENTER CAMPUS PROVIDES A TOTAL OF 487 PAVED PARKING SPACES INCLUDING 21 HANDICAP STALLS. IN ADDITION, THERE IS A FESTIVAL PARKING AREA THAT CAN ACCOMMODATE 40 COMPACT CARS.

BMX TRACK / SKATE PARK: WE ANTICIPATE 50-60 YOUTH USING THESE FACILITIES AT ANY ONE TIME, 90% OF WHOM WILL BE FROM THE ADJACENT NEIGHBORHOODS TRAVELING BY BICYCLE OR WALKING. LARGE EVENTS SUCH AS SANCTIONED COMPETITIONS WILL BE HELP DURING NON-OPERATIONAL HOURS OF THE GOLDEN GATE COMMUNITY CENTER, GOVERNMENT SATELLITE OFFICE, AND THE LIBRARY. THESE EVENTS COULD ATTRACT UP TO 200 FAMILIES AND WOULD BE THE ONLY SCHEDULED ACTIVITY ON CAMPUS AT

THAT TIME.

REQUIRED BICYCLE PARKING EQUALS 5% OF THE REQUIRED VEHICLE PARKING

LOADED SPACE REQUIREMENTS ARE BASED ON FLOOR AREA. 5,000-10,000 SF REQUIRES 1 LOADING SPACE. 10,000-20,000 SF

REQUIRED 2 LOADING SPACES.

EXISTING BIKE AND LOADING SPACE COUNTS ARE BASED ON RECENT SITE VISITS

Know what's below.

before you dig.Call

R

FIRE LINE & PROTECTION NOTES

SIGNAGE NOTES

NOTE*

PAVING, GRADING AND DRAINAGE NOTES

ROADWAY SIGNING AND MARKING NOTES

SURFACE WATER MANAGEMENT SUMMARY (FT. NAVD 88)

PERMITTED (PERMIT NO. 11-01233-S,

APPLICATION NO. 060804-2) PROPOSED

CONTROL ELEVATION 7.28 7.28

FEMA ELEVATION 11.00 ZONE AH = 11.00

MINIMUM ROAD CREST ELEVATION 10.83 10.83

MINIMUM PARKING ELEVATION 10.73 10.73

MINIMUM FINISH FLOOR ELEVATION 12.73 12.73

LAND USE DATA (WITHIN PROJECT LIMITS)

EXISTING PROPOSED

TOTAL SITE 0.95 AC / 41,382 SF / 100% 0.95 AC / 41,382 SF / 100%

OPEN SPACE 0.69 AC / 30,109 SF / 72.8% 0.58 AC / 25,103 SF / 60.7%

TOTAL IMPERVIOUS AREA 0.25 AC / 10,933 SF / 26.4% 0.34 AC / 14,811 SF / 35.8%

ROOF AREA 0.17 AC / 7,426 SF / 17.9% 0.23 AC / 10,111 SF / 24.4%

SIDEWALKS 0.04 AC / 1,609 SF / 3.9 % 0.05 AC / 2,214 SF / 5.4%

PAVEMENT AREA 0.04 AC / 1,898 SF / 4.6 % 0.06 AC / 2,486 SF / 6.0%

PERVIOUS PAVERS 0.01 AC / 340 SF / 0.8% 0.03 AC / 1,468 SF / 3.5%

PERIMETER LANDSCAPE BUFFERING

EX: ADJACENT RIGHT-OF-WAY

NORTHWEST 15 FEET

EX: ADJACENT ROAD RIGHT-OF-WAY

NORTHEAST 15 FEET

EX: RESIDENTIAL AREA

SOUTHEAST 10 FEET

EX: ADJACENT ROAD RIGHT-OF-WAY

SOUTHWEST 15 FEET

NOTE*

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