Palm_Harbor_Rec_Center_-_Fire_Protection_-_Signed_and_Sealed.pdf

PDF 2 MB Posted

Attached to
Palm Harbor Recreation Center Addition State and local contract opportunity
Solicitation number
26-0011-ITB-C
Issued by
Pinellas County, Clewiston City, Florida

About this file

This document is a Fire Protection System Design and Specification Set for the Palm Harbor Parks and Recreation Center located at 1500 16th Street, Palm Harbor, Florida 34683, prepared by WJ Architects and VoltAir Inc. The project involves designing a comprehensive fire protection system for a new recreation center building and an existing adjacent building, utilizing a wet pipe automatic sprinkler system compliant with the 2023 Florida Building Code, 2023 Florida Fire Prevention Code, and NFPA-13 (2019 Edition). The system will be designed with different hazard classifications including light hazard for office and support spaces, ordinary hazard group I for freezer/cooler areas, and ordinary hazard group II for kitchen and food preparation zones.

The fire protection design includes a new 6-inch underground fire service connected to an existing city main, with a water flow test conducted on 10/25/24 showing static pressure of 51 PSI and a flow of 1,050 GPM. The system will feature a new fire riser, backflow prevention device, fire department connection, and multiple sprinkler zones with varying density requirements (0.10-0.20 GPM/sq. ft.) and temperature ratings. The project includes provisions for sprinkler coverage, hydraulic calculations, alarm monitoring, and coordination with architectural and structural elements. The system is designed to provide comprehensive fire protection with minimal disruption to existing building operations, with specific attention to routing, sprinkler placement, and compliance with local fire safety standards.

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GENERAL NOTESSYMBOL LEGEND - FIRE PROTECTIONFAC 61G15 COMPLIANCE NOTESRESPONSIBILITY OF DELEGATED

ENGINEER OF RECORD IN ASSUMING

THE DESIGN RESPONSIBILITY FOR THE

FIRE PROTECTION SYSTEM FROM THE

ENGINEER OF RECORD

SHEET INDEX

LEGEND - FIRE SPRINKLER

SYMBOL

NOTES:

A. SPRINKLERS SHALL BE ORDINARY TEMPERATURE UNLESS OTHERWISE NOTED.

B. SPRINKLER GUARDS SHALL BE PROVIDED ON ALL SPRINKLERS INSTALLED LOWER THAN 7'-6" ABOVE FINISH FLOOR AND / OR ARE SUBJECT TO DAMAGE.

C. PROVIDE RECESSED, CONCEALED AND SIDEWALL SPRINKLERS WITH ESCUTCHEON IN EXPOSED AREAS.

D. COORDINATE COLOR SELECTIONS WITH ARCHITECT.

E. SPRINKLERS EXPOSED TO EXTERIOR OR CORROSIVE ENVIRONMENTS SHALL HAVE VC250 FINISH.

F. SPRINKLERS IN FREEZER / COOLERS SHALL BE INTERMEDIATE TEMPERATURE.

1/2" 155°F QUICK 5.6 WHITE

SYMBOL DESCRIPTION

CONNECT TO EXISTING

DEMOLISH TO POINT INDICATED

NEW SPRINKLER PIPING

EXISTING PIPING TO REMAIN

EXISTING PIPING TO BE REMOVED

EXISTING RECESSED SPRINKLER TO REMAIN

EXISTING UPRIGHT SPRINKLER TO REMAIN

ELBOW, TURNED DOWN

ELBOW, TURNED UP

TEE, TURNED UP

TEE, TURNED DOWN

CAP

FLUSHING CONNECTION

ZONE CONTROL VALVE / FLOW SWITCH / DRAIN RISER

CONTROL VALVE WITH TAMPER SWITCH

CHECK VALVE

FLOW SWITCH

BACKFLOW PREVENTER WITH TAMPER SWITCHES

STANDPIPE WITH FIRE DEPARTMENT VALVE

ROOF MANIFOLD

FIRE DEPARTMENT CONNECTION

POST INDICATOR VALVE WITH TAMPER SWITCH

FIRE VALVE CABINET

KEYNOTE

REVISION REFERENCE

A. FIRE PROTECTION SYSTEM SHALL COMPLY WITH THE CURRENTLY

ADOPTED VERSION OF NFPA, FLORIDA BUILDING CODE AND STATE

FIRE PREVENTION CODE.

B. FINAL INSPECTION AND APPROVAL SHALL BE BY LOCAL FIRE MARSHAL

AND ARCHITECT / ENGINEER.

C. SUBMIT SIGNED AND SEALED SPRINKLER SHOP DRAWINGS AND

MATERIAL SUBMITTALS TO THE ARCHITECT / ENGINEER AND FIRE

MARSHAL PRIOR TO ANY INSTALLATION.

D. PIPE ROUTING SHOWN IS SCHEMATIC ONLY. IT IS THE RESPONSIBILITY

OF THIS CONTRACTOR TO PROVIDE ANY ADDITIONAL OFFSETS, PIPING,

SPRINKLERS AND OTHER COMPONENTS REQUIRED FOR PROPER

INSTALLATION AND COORDINATION WITH OTHER TRADES.

E. INSTALL PIPING IN AREAS WITH EXPOSED STRUCTURE AS HIGH AS

POSSIBLE TO ALLOW THE OWNER MAXIMUM USE OF SPACE. PREP,

PRIME AND PAINT ALL EXPOSED PIPING TO COLOR AS REQUIRED BY

THE ARCHITECT. DO NOT PAINT SPRINKLERS.

F. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING

DESCRIPTIONS AND HEIGHTS.

G. COORDINATE SPRINKLERS WITH ALL DIFFUSERS, SPEAKERS, LIGHTING

FIXTURES AND CEILING SYSTEMS. SPACE SPRINKLERS IN

ACCORDANCE WITH NFPA 13 AND LISTING OF THE SPRINKLER.

H. CENTER SPRINKLER LOCATIONS IN THE TILE AS INDICATED ON THE

DRAWINGS OR IN HARD CEILING AREAS CENTERED BETWEEN LIGHTS.

PROVIDE ARMOVERS OR SWING JOINTS AS REQUIRED.

I. SPRINKLERS IN AREAS WITH EXPOSED STRUCTURE (OBSTRUCTED

CONSTRUCTION) SHALL BE INSTALLED WITH DEFLECTOR 1" BELOW THE

BOTTOM OF THE BEAM (MAXIMUM 22" BELOW ROOF DECK). EXPOSED

BAR JOISTS THAT HAVE SPRAY ON FIRE-PROOFING THAT MAKES THE

JOIST SOLID SHALL BE TREATED LIKE A BEAM WITH THE SPRINKLERS

1" BELOW THE BOTTOM OF THE FIRE-PROOFING.

J. SLEEVE ALL PIPING PENETRATIONS THROUGH WALLS, CEILING AND

FLOORS. SLEEVE AND / OR FIRE STOP ALL PENETRATIONS THROUGH

RATED WALLS, CEILINGS AND FLOORS WITH U/L LISTED ASSEMBLIES.

FIRE STOP ASSEMBLIES SHALL BE EQUAL OR EXCEED THE RATING OF

THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR

FINAL FINISHES.

K. PROVIDE ACCESS PANELS TO ALL VALVES ABOVE NON-ACCESSIBLE

CEILINGS AND CHASES.

L. PROVIDE A PERMANENTLY ATTACHED NAME TAG ATTACHED TO THE

RISER STATING THE REQUIRED DESIGN CRITERIA FOR EACH

HYDRAULICALLY DESIGNED SYSTEM.

M. PROVIDE SPRINKLERS UNDER ALL EXPOSED DUCTWORK /

OBSTRUCTIONS OVER 48" WIDE AND SPACE SPRINKLERS AROUND ALL

OBSTRUCTIONS IN ACCORDANCE WITH NFPA 13. SPRINKLERS UNDER

DUCTS ARE NOT INDICATED ON DRAWINGS BUT ARE REQUIRED AND

SHALL BE PROVIDED IN ACCORDANCE WITH NFPA.

N. PROVIDE SPRINKLER GUARDS IN MECHANICAL ROOMS, ELECTRIC

ROOMS, TELEPHONE ROOMS, ELEVATOR ROOMS, ELEVATOR SHAFTS

AND ON ANY SPRINKLERS LESS THAN 7'-6" ABOVE THE FLOOR.

O. IF SYSTEM PRESSURE EXCEEDS 100 PSI, ALL HANGERS ON END

SPRINKLERS IN PENDANT POSITION SHALL BE WITHIN 12" OF END OF

LINE IN ACCORDANCE WITH NFPA 13.

P. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (SERVERS,

COMM, ELEC. PANELS, TRANSFORMERS, ETC.) PRIOR TO ANY

INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL

PANELS UNDER ANY CIRCUMSTANCES.

Q. FIRE DEPARTMENT CONNECTIONS TO SPRINKLER SYSTEMS,

STANDPIPES, YARD HYDRANTS OR ANY OTHER FIRE HOSE

CONNECTION SHALL BE COMPATIBLE WITH THE CONNECTIONS USED

BY THE LOCAL FIRE DEPARTMENT.

APPLICABLE CODES AND STANDARDS:

FLORIDA BUILDING CODE 2023 8th EDITION FLORIDA FIRE PREVENTION CODE 2023 8th EDITION

FLORIDA ADMINISTRATIVE RULE 69A-60.005

NFPA-13, 2019 EDITION

(A) POINT OF SERVICE:

THE POINT OF SERVICE IS 'EXISTING CITY MAIN'.

(B) APPLICABLE NFPA STANDARDS TO BE APPLIED:

SHALL COMPLY WITH NFPA 13 ACCEPTANCE SECTION 25 CHAPTERS

25.1 APPROVAL OF SPRINKLER SYSTEM

25.2 ACCEPTANCE REQUIREMENTS

25.3 CIRCULATING CLOSED LOOP SYSTEM

25.4 INSTRUCTIONS

25.5 HYDRAULIC DESIGN INFORMATION SIGN

25.6 GENERAL INFORMATION SIGN

(C) CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR AREA:

LIGHT HAZARD: OFFICE AND SUPPORT SPACES

ORDINARY HAZARD GROUP I: FREEZER / COOLER

ORDINARY HAZARD GROUP II: KITCHEN AND FOOD PREP AREAS

(D) DESIGN APPROACH:

LIGHT HAZARD

SYSTEM TYPE: WET PIPED AUTOMATIC SPRINKLER SYSTEM, USING

STEEL SUPPLY PIPING TO NEW STANDARD SPRAY PENDANT, QUICK

RESPONSE, AUTOMATIC FIRE SPRINKLER LOCATIONS.

DENSITY: 0.10 GPM / SQ. FT.

AREA OF OPERATION: 1,500 SQ. FT. MAX.

SPRINKLER TEMPERATURE RATING: 155°F

MAX. COVERAGE PER SPRINKLER: 225 SQ. FT.

A HOSE DEMAND OF 100 GPM WILL BE ADDED FOR LIGHT HAZARD

CALCULATIONS.

ORDINARY HAZARD GROUP I

SYSTEM TYPE: WET PIPED AUTOMATIC SPRINKLER SYSTEM, USING

STEEL SUPPLY PIPING TO NEW STANDARD SPRAY PENDANT, QUICK

RESPONSE, AUTOMATIC FIRE SPRINKLER LOCATIONS.

DENSITY: 0.15 GPM / SQ. FT.

AREA OF OPERATION: 1,500 SQ. FT. MAX.

SPRINKLER TEMPERATURE RATING: 155°F

MAX. COVERAGE PER SPRINKLER: 130 SQ. FT.

A HOSE DEMAND OF 250 GPM WILL BE ADDED FOR ORDINARY HAZARD

CALCULATIONS.

ORDINARY HAZARD GROUP II

SYSTEM TYPE: WET PIPED AUTOMATIC SPRINKLER SYSTEM, USING

STEEL SUPPLY PIPING TO NEW STANDARD SPRAY PENDANT, QUICK

RESPONSE, AUTOMATIC FIRE SPRINKLER LOCATIONS.

DENSITY: 0.20 GPM / SQ. FT.

AREA OF OPERATION: 1,500 SQ. FT. MAX.

SPRINKLER TEMPERATURE RATING: 155°F

MAX. COVERAGE PER SPRINKLER: 130 SQ. FT.

A HOSE DEMAND OF 250 GPM WILL BE ADDED FOR ORDINARY HAZARD

CALCULATIONS.

(E) CHARACTERISTICS OF THE WATER SUPPLY TO BE USED:

THE WATER SUPPLY IS PROVIDED FROM AN EXISTING PUBLIC WATER

PURVEY CIRCULATING MAIN.

(F) FLOW TEST DATA:

REFER TO WATER FLOW TEST DATA SCHEDULE ON THIS SHEET. IF

TEST DATA IS NOT WITHIN 6 MONTHS AT TIME OF REVIEW, PROVIDE

NEW FLOW TEST DATA.

(G) VALVING AND ALARM REQUIREMENTS TO MINIMIZE POTENTIAL FOR

IMPAIRMENTS AND UNRECOGNIZED FLOW OF WATER:

THE FIRE SPRINKLER RISER(S) FOR THIS BUILDING ARE EQUIPPED WITH

A WATER FLOW SWITCH WITH A LOCAL ALARM AND OFF-SITE

MONITORING. BACKFLOW PREVENTION DEVICE SHALL BE PROVIDED

FOR ENTIRE ON SITE SUPPLY LOOP.

(H) MICROBIAL INDUCED CORROSION (MIC):

AS OF THIS DATE, NO SIGNS OF MIC HAVE BEEN OBSERVED OR

DETERMINED TO BE AN ISSUE. THIS FINDING IS ACCEPTABLE TO THE

EOR.

(I) BACKFLOW PREVENTION AND METERING SPECIFICATIONS:

REFER TO CIVIL UTILITY PLAN FOR BACKFLOW AND METERING DETAILS.

(J) QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD AND

INTERIOR FIRE PROTECTION COMPONENTS:

ALL NEW YARD AND INTERIOR FIRE PROTECTION EQUIPMENT SHALL BE

UL LISTED FOR FIRE PROTECTION SERVICE AND FM APPROVED.

SCOPE OF WORK:

NEW BUILDING; PROVIDE A NEW FULLY AUTOMATIC WET SPRINKLER

SYSTEM IN ACCORDANCE WITH NFPA 13 APPLICABLE EDITION. THE NEW

SYSTEM SHALL REMAIN SEPARATE FROM THE EXISTING BUILDING.

EXISTING BUILDING; MAINTAIN AREA WATCH IF ANY OF THE FIRE

PROTECTION SYSTEMS HAVE BEEN DISABLED. THIS BUILDING HAS AN

EXISTING FIRE RISER LOCATED IN THE STORAGE ROOM SERVING THE

EXISTING SPRINKLER SYSTEM.

CONTRACTOR SHALL SUBMIT PIPING SHOP DRAWINGS FOR PERMIT TO THE

FIRE MARSHAL. DRAWINGS SHALL BE 1/8" SCALE PIPING SHOP DRAWINGS

AS PRESCRIBED IN SPECIFICATIONS AND AS REQUIRED BY LOCAL CODES.

SHOP DRAWINGS SHALL INCLUDE SPRINKLER PIPING CUT LENGTHS,

OFFSETS, FITTINGS AND DEVICES, ELEVATIONS, HANGER LOCATIONS,

SPRINKLER HEAD COUNT BY TYPE, ELEVATION SECTIONS, HYDRAULIC

CALCULATIONS AND OTHER INSTALLATION INFORMATION. THIS SHOP

DRAWING MUST BE SIGNED AND SEALED BY THE DELEGATED ENGINEER.

A. THIS NOTE SETS FORTH CLARIFICATION OF THE REQUIREMENT THAT

THE DELEGATED ENGINEER OF RECORD FOR THE FIRE PROTECTION

SYSTEM SHALL CONSIDER THAT ANY CHANGES, DEVIATIONS IN ANY

FORM FROM THE INTENT OF THE ENGINEER OF RECORD'S FIRE

PROTECTION SYSTEM ENGINEERING.

B. FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS ARE INTENDED

TO DESCRIBE THE SCOPE AND INTENT OF THE FIRE PROTECTION

SYSTEM BASED ON INFORMATION THE FIRE PROTECTION SYSTEM

ENGINEER OF RECORD (FPS EOR) HAS AT THE TIME OF THE DESIGN.

SINCE AT THE TIME OF THE DESIGN OF THE FIRE PROTECTION SYSTEM

ENGINEERING DOCUMENTS NOT ALL INFORMATION MAY BE AVAILABLE IN

THE EXACT FORM OR VALUE NEEDED, THE FPS EOR MAY PROVIDE

INFORMATION ON THE FIRE PROTECTION SYSTEM ENGINEERING

DOCUMENTS THAT ARE BASED ON BEST AVAILABLE DATA.

ACCORDINGLY, THE DELEGATED ENGINEER OF RECORD SHOULD

EVALUATE AND, IF NECESSARY, MAKE CHANGES/ADJUSTMENTS TO THE

ROUTING, SIZING, CAPACITIES, AND LOCATIONS OF ALL FIRE

PROTECTION EQUIPMENT, PIPE, SPRINKLERS, RISERS, VALVES, ETC.

WITHIN REASONABLE LIMITS FROM THAT INFORMATION SHOWN IN THE

DESIGN CRITERIA ON THE FPS EOR’S FIRE PROTECTION SYSTEM

ENGINEERING DOCUMENTS (FPS EDS) PROVIDED THE ASSOCIATED

ARCHITECTURAL, STRUCTURAL, ELECTRICAL AND CIVIL DOCUMENTS

THAT RELATE TO THE FIRE PROTECTION SYSTEMS FOR THE PROJECT

ARE COORDINATED WITH SUCH CHANGES/ADJUSTMENTS.

C. ANY SUCH ADJUSTMENTS AND/OR CHANGES WHICH THE DELEGATED

EOR FOR THE FIRE PROTECTION SYSTEM PROPOSES IN ASSUMING

RESPONSIBILITY FROM THE FPS EOR’S DESIGN ARE ACCEPTABLE AND

MAY BE DONE PROVIDED THE DELEGATED EOR’S SYSTEM MEETS THE

FIRE PROTECTION OBJECTIVES CONTAINED IN THE FIRE PROTECTION

SYSTEM ENGINEERING DOCUMENTS AND THAT ANY SUCH CHANGES ARE

NOT AN ADDED COST TO THE CONTRACT.

D. TO THIS END, THE INFORMATION CONTAINED IN THE FIRE PROTECTION

SYSTEM EORS ENGINEERING DOCUMENTS RELATED TO SYSTEM

COMPONENTS AND ROUTING SHOULD BE VERIFIED BY THE FIRE

PROTECTION SYSTEM DELEGATED ENGINEER OF RECORD FOR THE FIRE

PROTECTION SYSTEM LAYOUT DOCUMENTS IN REGARD TO CAPACITIES,

OPERATION, FUNCTION, AND MAINTAINABILITY AND ANY PROVIDED

SYSTEMS, EQUIPMENT, RISER LAYOUT, SPRINKLER LAYOUT AND OTHER

SYSTEM COMPONENTS WHICH ARE PART OF THE FIRE PROTECTION

SYSTEM. THIS VERIFICATION OF THE FIRE PROTECTION SYSTEM

ENGINEERING DOCUMENTS BY THE DELEGATED EOR SHOULD INCLUDE

ANY MODIFICATIONS WHICH MAY BE NEEDED BY THE FIRE PROTECTION

SYSTEM LAYOUT DOCUMENTS IN ORDER TO MEET THE SYSTEM FIRE

PROTECTION OBJECTIVES; SUCH MODIFICATIONS ARE TO BE

PERFORMED AT NO ADDITIONAL COST TO THE CONTRACT.

E. CAPACITIES AND LIMITS (BOTH MAXIMUMS AND MINIMUMS) OF

REQUIREMENTS FOR FLOW, PRESSURE, PHYSICAL SIZE AND POWER OF

EQUIPMENT AND COMPONENTS WHICH ARE OBTAINED, IMPLIED OR

CONCLUDED FROM THE EOR’S ENGINEERING DOCUMENTS ARE TO BE

UNDERSTOOD AS CLOSELY APPROXIMATE PERFORMANCE CONDITIONS

WHICH SHOULD BE CONFIRMED BY THE DELEGATED EOR BEFORE

PROCUREMENT AND/OR INSTALLATION OF THE AFFECTED PORTIONS OF

THE FIRE PROTECTION SYSTEM.

F. THESE CAPACITIES AND LIMITS SCHEDULED OR SHOWN ON THE EOR’S

ENGINEERING DOCUMENTS SHOULD, IF NECESSARY, BE ADJUSTED UP

OR DOWN AT NO COST IF WARRANTED TO PROVIDE THE FINAL

INSTALLED FIRE PROTECTION SYSTEM IN ACCORD WITH CODE

REQUIREMENTS. ACTUAL PRESSURES AND FLOW ENCOUNTERED

THROUGHOUT THE FIRE PROTECTION SYSTEM SHOULD BE VERIFIED BY

THE RESULT OF HYDRAULIC CALCULATIONS PERFORMED BY THE

DELEGATED EOR AND ANY PRESSURE REDUCING VALVES OR OTHER

SUCH DEVICES OR PIPING SYSTEM CONFIGURATION CHANGES SHOULD

BE PROVIDED IN APPROPRIATE LOCATIONS IN THE FIRE PROTECTION

SYSTEM IF NEEDED TO MEET CODE OR OPERATIONAL PERFORMANCE

LIMITS.

WATER FLOW TEST DATA

STATIC: 51

LOCATION: 169 FEET SOUTH OF HYDRANT

RESIDUAL: 45

FLOW: 1050

LOCATION: WEST PROPERTY LINE @ 1550 16TH ST.

DATE: 10/25/24

TIME: 10:03 AM

BY: CITY OF PALM HARBOR

CODE COMPLIANCE

1. TO THE BEST OF OUR KNOWLEDGE, THESE PLANS AND SPECIFICATIONS

ARE COMPLETE AND COMPLY WITH THE 2023 FLORIDA BUILDING CODE -

8th EDITION, 2023 FLORIDA FIRE PREVENTION CODE - 8th EDITION, LOCAL

MUNICIPALITY AMENDMENTS AND THE CODES REFERENCED WITHIN.

ORF. TEMP. RESPONSE K-FAC FINISH MODEL REMARKS ESCUTCHEON MFG. IMAGE

V2708 RECESSED WHITE VICTAULIC

1/2" 155°F QUICK 5.6 BRASS V2704 UPRIGHT ----

1/2" 155°F QUICK 5.6 BRASS V2704 UPRIGHT

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FP-201 LEVEL 1 - RCP - FIRE PROTECTION

FP-202 LEVEL 2 - RCP - FIRE PROTECTION

FP-203 EXISTING BUILDING - RCP - FIRE PROTECTION

FP-901 DETAILS - FIRE PROTECTION

REV DESCRIPTION DATE

A. ALL UNDERGROUND PIPE ROUTING AND LOCATIONS

INDICATED ON THIS PLAN IS FOR REFERENCE ONLY. SITE

UTILITIES AND CIVIL PLANS SHALL GOVERN IN REGARDS TO

PIPE ROUTING AND LOCATION OF SERVICES.

B. ALL FIRE PROTECTION PIPING MAINS INDICATED ON THIS PLAN

IS INTENDED TO BE ROUTED UNDERGROUND / BELOW GRADE

UNLESS OTHERWISE NOTED.

EXISTING

FIRE RISER

TO REMAIN.

EXISTING BACKFLOW

DEVICE AND FDC TO

REMAIN

PROPOSED NEW BACKFLOW DEVICE

AND FDC TO BE LOCATED, REFER TO

CIVIL PLANS FOR INFORMATION

EXISTING

WATER MAIN

T H

E A

R C

H

IT

E C

T 'S

C O

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O N

L A

W C

O P

Y R

IG

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A R

E H

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E B

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E R

V

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I D

E A

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D E

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IG

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P L A

N S

D

R A

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IN

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A

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IN

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A N

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P E

C

IF

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A

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P L Y

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A B

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IN

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IN

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N D

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P L

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A B

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F

IR

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A F

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IN

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D B

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H E

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IT

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C O

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W

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H C

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A N

D

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L O

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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

N . W es ts ho re

B te

T am pa

, F lo rid a

T el : 8

.8

.4

T el

: 8

.8

.9 w w w

.V ol tA irI nc .c om C

O A

P ro je ct

.2

GENERAL NOTES

KEY NOTES

KEY PLAN

A ut od es k D oc s:

//2

P al m

H ar bo r

R ec re at io n

C en te r/

_P al m H ar bo r R ec C nt r_

M E

P _v

.r vt

9/

/2

:2 8:

A

M

FP-100

SITE PLAN - FIRE

PROTECTION

P A

L M

H A

R B

O R

P A

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N D

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IO

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IN

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LL

A S

C O

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, P A

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H A

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O R

F L

PERMIT SET 9-15-25

NUMBER NOTES

1 NEW ESTIMATED 6" INCOMING UNDERGROUND FIRE

SERVICE TERMINATED WITH FLANGED CAP 12" ABOVE

FINISHED FLOOR.

2 ESTIMATED 4" UNDERGROUND FIRE LINE ROUTED TO

REMOTE FDC. REFER TO SITE UTILITIES PLAN FOR PIPE

CONTINUATION.

3 REMOTE FIRE DEPARTMENT CONNECTION INSTALLED BY

SITE UTILITIES CONTRACTOR, SHALL BE LOCATED NO

FURTHER THAN 100'-0 FROM NEAREST SITE FIRE

HYDRANT. REFER TO SITE UTILITIES PLANS FOR EXACT

LOCATION.

4 EXISTING FIRE HYDRANT, REFER TO SITE UTILITY PLANS

FOR EXACT LOCATION OF HYDRANT AND PIPE ROUTING.

5 OUTLINED AREA SHALL BE PROTECTED BY AN AUTOMATIC

WET PIPE SPRINKLER SYSTEM. HAZARD CLASSIFICATION

SHALL BE LIGHT HAZARD UTILIZING A SPRINKLER DENSITY

OF 0.10 GPM PER SQUARE FOOT DENSITY OVER THE

HYDRAULICALLY MOST REMOTE 1500 SQUARE FEET PLUS

A 100 GPM HOSE ALLOWANCE.

0' 15' 30' 60' 120'

SCALE: 1" = 30'-0"

N

1" = 30'-0"

SITE PLAN - FIRE PROTECTION

A. PIPE ROUTING SHOWN IS SCHEMATIC ONLY. IT IS THE

RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE ANY

ADDITIONAL OFFSETS, PIPING, SPRINKLERS AND OTHER

COMPONENTS REQUIRED FOR PROPER INSTALLATION AND

COORDINATION WITH OTHER TRADES.

B. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR

CEILING DESCRIPTIONS AND HEIGHTS.

C. COORDINATE SPRINKLERS WITH ALL DIFFUSERS, SPEAKERS,

LIGHTING FIXTURES, AND OTHER CEILING MOUNTED

SYSTEMS.

D. CENTER SPRINKLER LOCATIONS IN THE TILE AS INDICATED

ON THE DRAWINGS, OR IN HARD CEILING AREAS CENTERED

BETWEEN LIGHTS. PROVIDE ARMOVERS OR SWING JOINTS

AS REQUIRED.

E. SLEEVE ALL PIPING PENETRATIONS THROUGH WALLS,

CEILINGS, AND FLOORS. SLEEVE AND / OR FIRE STOP ALL

PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND

FLOORS WITH U/L LISTED ASSEMBLIES. FIRE STOP

ASSEMBLIES SHALL BE EQUAL OR EXCEED THE RATING OF

THE WALL, CEILING, OR FLOOR. SEE ARCHITECTURAL

DRAWINGS FOR FINAL FINISHES.

F. PROVIDE SPRINKLERS UNDER ALL EXPOSED DUCTWORK /

OBSTRUCTIONS OVER 48" WIDE, AND SPACE SPRINKLERS

AROUND ALL OBSTRUCTIONS IN ACCORDANCE WITH NFPA 13.

SPRINKLERS UNDER DUCTS ARE NOT INDICATED ON

DRAWINGS BUT ARE REQUIRED AND SHALL BE PROVIDED IN

ACCORDANCE WITH NFPA.

G. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT

(SERVERS, COMM, ELECT. PANELS, TRANSFORMERS, ETC.)

PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING

OVER ANY ELECTRICAL PANELS UNDER ANY

CIRCUMSTANCES.

EXISTING ACTIVITY ROOM

KITCHEN

CUSTODIAL

MDF

MEN'S RESTROOM

WOMEN'S RESTROOM

ARTS AND CRAFTS

MULTIPURPOSE ROOM B

MULTIPURPOSE ROOM A

STORAGE

MECH

ELEC

STORAGE

108A

GYM

LOBBY

RECEPTION

101A

CORRIDOR

UPRIGHT SPRINKLER

WITH GUARD BELOW

ELEVATED TRACK.

OPEN TO

ABOVE

MECH

SPRINKLER MAIN

BELOW ELEVATED

TRACK.

EXISTING FIRE RISER TO REMAIN

FOR EXISTING BUILDING

OPEN TO

ABOVE

PIPE UP

PIPE UP

PIPE DN

REFER TO SHEET FP-203 FOR

WORK IN THIS BUILDING.

ELEVATOR

100A

CORRIDOR

MECHANICAL ROOM

OPEN TO

ABOVE

SERVE SPRINKLER

FROM LOBBY 101.

EMERGENCY ELEC. AND

GENERATOR

108B

ELEC

OFFICES

DRY SIDEWALL

SPRINKLER

UNDER LANDING

DRY SIDEWAL

SPRINKLER

UNDER LANDING

UPRIGHT HEAD

UNDER LANDING

CHILLER YARD

T H

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IN

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IF

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IN

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F

IR

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A F

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IN

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H E

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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

N . W es ts ho re

B te

T am pa

, F lo rid a

T el : 8

.8

.4

T el

: 8

.8

.9 w w w

.V ol tA irI nc .c om C

O A

P ro je ct

.2

GENERAL NOTES

KEY NOTES

KEY PLAN

A ut od es k D oc s:

//2

P al m

H ar bo r

R ec re at io n

C en te r/

_P al m H ar bo r R ec C nt r_

M E

P _v

.r vt

9/

/2

:2 8:

A

M

FP-201

LEVEL 1 - RCP - FIRE

PROTECTION

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

T H

S T

R E

E T

, P A

L M

H A

R B

O R

F L

PERMIT SET 9-15-25

NUMBER NOTES

1 ESTIMATED INCOMING 6" UNDERGROUND FIRE MAIN

TERMINATED WITH FLANGED CAP 12" ABOVE FINISHED

FLOOR.

2 NEW FIRE RISER CONNECTED TO INCOMING FIRE SERVICE

FLANGED CAP 12" ABOVE FINISHED FLOOR. REFER TO FIRE

RISER DETAIL #4 ON DWG. FP-901 INDICATING FDC PIPING

AND MULTI-LEVEL SPRINKLER MAINS SERVING LEVEL 1

AND LEVEL 2 WITH FLOW & TAMPER SWITCHES.

3 HORIZONTAL 286°F SIDEWALL SPRINKLER LOCATED 12"

ABOVE ELEVATOR FLOOR.

0' 4' 12' 24' 42'-8"

SCALE: 3/32" = 1'-0"

N

3/32" = 1'-0"

LEVEL 1 - RCP - FIRE PROTECTION

A. PIPE ROUTING SHOWN IS SCHEMATIC ONLY. IT IS THE

RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE ANY

ADDITIONAL OFFSETS, PIPING, SPRINKLERS AND OTHER

COMPONENTS REQUIRED FOR PROPER INSTALLATION AND

COORDINATION WITH OTHER TRADES.

B. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR

CEILING DESCRIPTIONS AND HEIGHTS.

C. COORDINATE SPRINKLERS WITH ALL DIFFUSERS, SPEAKERS,

LIGHTING FIXTURES, AND OTHER CEILING MOUNTED

SYSTEMS.

D. CENTER SPRINKLER LOCATIONS IN THE TILE AS INDICATED

ON THE DRAWINGS, OR IN HARD CEILING AREAS CENTERED

BETWEEN LIGHTS. PROVIDE ARMOVERS OR SWING JOINTS

AS REQUIRED.

E. SLEEVE ALL PIPING PENETRATIONS THROUGH WALLS,

CEILINGS, AND FLOORS. SLEEVE AND / OR FIRE STOP ALL

PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND

FLOORS WITH U/L LISTED ASSEMBLIES. FIRE STOP

ASSEMBLIES SHALL BE EQUAL OR EXCEED THE RATING OF

THE WALL, CEILING, OR FLOOR. SEE ARCHITECTURAL

DRAWINGS FOR FINAL FINISHES.

F. PROVIDE SPRINKLERS UNDER ALL EXPOSED DUCTWORK /

OBSTRUCTIONS OVER 48" WIDE, AND SPACE SPRINKLERS

AROUND ALL OBSTRUCTIONS IN ACCORDANCE WITH NFPA 13.

SPRINKLERS UNDER DUCTS ARE NOT INDICATED ON

DRAWINGS BUT ARE REQUIRED AND SHALL BE PROVIDED IN

ACCORDANCE WITH NFPA.

G. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT

(SERVERS, COMM, ELECT. PANELS, TRANSFORMERS, ETC.)

PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING

OVER ANY ELECTRICAL PANELS UNDER ANY

CIRCUMSTANCES.

OFFICE

OFFICE

CUSTODIAL

A

D A

S T

A F

F R

E S

T R

O O

M

S T

A F

F R

E S

T R

O O

M

MEN'S RESTROOM

WOMEN'S RESTROOM

DANCE STUDIO A

DANCE STUDIO B

CONFERENCE ROOM

MECH

ELEC

STORAGE

ELEVATED TRACK

CORRIDOR

FIRE RISER

SPRINKLER MAIN

BELOW ROOF

OFFICE

PIPE UPPIPE UP

CORRIDOR 201B

CORRIDOR

ELEVATOR

100A

SMALL PROGRAM ROOM

ELEC.

T H

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

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R O

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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

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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

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P L A

N S

D R

A W

IN

G

S

A

E C

IF

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A T

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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

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A N

N E

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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

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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

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E

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'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

N . W es ts ho re

B te

T am pa

, F lo rid a

T el : 8

.8

.4

T el

: 8

.8

.9 w w w

.V ol tA irI nc .c om C

O A

P ro je ct

.2

GENERAL NOTES

KEY NOTES

KEY PLAN

A ut od es k D oc s:

//2

P al m

H ar bo r

R ec re at io n

C en te r/

_P al m H ar bo r R ec C nt r_

M E

P _v

.r vt

9/

/2

:2 8:

A

M

FP-202

LEVEL 2 - RCP - FIRE

PROTECTION

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

T H

S T

R E

E T

, P A

L M

H A

R B

O R

F L

PERMIT SET 9-15-25

NUMBER NOTES

0' 4' 12' 24' 42'-8"

SCALE: 3/32" = 1'-0"

N

0' 4' 12' 24' 42'-8"

SCALE: 3/32" = 1'-0"

N

3/32" = 1'-0"

LEVEL 2 - RCP - FIRE PROTECTION

A. PIPE ROUTING SHOWN IS SCHEMATIC ONLY. IT IS THE

RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE ANY

ADDITIONAL OFFSETS, PIPING, SPRINKLERS AND OTHER

COMPONENTS REQUIRED FOR PROPER INSTALLATION AND

COORDINATION WITH OTHER TRADES.

B. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR

CEILING DESCRIPTIONS AND HEIGHTS.

C. COORDINATE SPRINKLERS WITH ALL DIFFUSERS, SPEAKERS,

LIGHTING FIXTURES, AND OTHER CEILING MOUNTED

SYSTEMS.

D. CENTER SPRINKLER LOCATIONS IN THE TILE AS INDICATED

ON THE DRAWINGS, OR IN HARD CEILING AREAS CENTERED

BETWEEN LIGHTS. PROVIDE ARMOVERS OR SWING JOINTS

AS REQUIRED.

E. SLEEVE ALL PIPING PENETRATIONS THROUGH WALLS,

CEILINGS, AND FLOORS. SLEEVE AND / OR FIRE STOP ALL

PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND

FLOORS WITH U/L LISTED ASSEMBLIES. FIRE STOP

ASSEMBLIES SHALL BE EQUAL OR EXCEED THE RATING OF

THE WALL, CEILING, OR FLOOR. SEE ARCHITECTURAL

DRAWINGS FOR FINAL FINISHES.

F. PROVIDE SPRINKLERS UNDER ALL EXPOSED DUCTWORK /

OBSTRUCTIONS OVER 48" WIDE, AND SPACE SPRINKLERS

AROUND ALL OBSTRUCTIONS IN ACCORDANCE WITH NFPA 13.

SPRINKLERS UNDER DUCTS ARE NOT INDICATED ON

DRAWINGS BUT ARE REQUIRED AND SHALL BE PROVIDED IN

ACCORDANCE WITH NFPA.

G. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT

(SERVERS, COMM, ELECT. PANELS, TRANSFORMERS, ETC.)

PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING

OVER ANY ELECTRICAL PANELS UNDER ANY

CIRCUMSTANCES.

EXISTING OFFICE

EXISTING ACTIVITY ROOM

EXISTING EXERCISE

EXISTING MECH. ROOM

EXISTING STORAGE

NEW STORAGE

EXISTING FIRE

RISER TO REMAIN.

NEW SPRINKLER LOCATION

FOR EXISTING SYSTEM IN

BUILDING.

EXISTING SYSTEM TO REMAIN

IN HATCHED AREA.

PROTECTION IN THIS

AREA IS TO BE PROVIDED

BY THE NEW SYSTEM

NEW CORRIDOR

NEW STORAGE

FIRE RISER ROOM

EXISTING LOBBY

NEW CORRIDOR

EXISTING CUSTODIAL

EXISTING ELEC.

T H

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

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Y R

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D E

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IG

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P L A

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D

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A

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IF

IC

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IG

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P L A

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S

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H A

L L N

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B E

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P R

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IG

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IR

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IT

H O

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IR

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O B

T A

IN

IN

G T

P R

E S S W

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IT

T E

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E R

M

IS

S

IO

N O

F T

C H

IT

E

C T

C

O N

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IE

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IN

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E R

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D G

E

T

A

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A N

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P E

C

IF

IC

A

T

IO

N S C

O M

P L Y

W

IT

H T

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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

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A F

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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

N . W es ts ho re

B te

T am pa

, F lo rid a

T el : 8

.8

.4

T el

: 8

.8

.9 w w w

.V ol tA irI nc .c om C

O A

P ro je ct

.2

GENERAL NOTES

KEY NOTES

KEY PLAN

A ut od es k D oc s:

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M

FP-203

EXISTING BUILDING -

RCP - FIRE

PROTECTION

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

T H

S T

R E

E T

, P A

L M

H A

R B

O R

F L

PERMIT SET 9-15-25

NUMBER NOTES

0' 4' 12' 24' 42'-8"

SCALE: 3/32" = 1'-0"

N

N.I.C.

3/32" = 1'-0"

EXISTING BUILDING - RCP - FIRE PROTECTION

1" 90° THREADED

ELBOW (TYPICAL)

1" DROP NIPPLE

1" x 1/2" THREADED

REDUCER

SPRINKLER

BRANCH LINE

CONCEALED SPRINKLER

GROOVED MECHANICAL BRANCH

CONNECTION JOINT (EQUAL TO

VICTAULIC STYLE 920)

CEILING

1" DROP NIPPLE

RECESSED / SEMI-RECESSED SPRINKLER

GROOVED MECHANICAL BRANCH

CONNECTION JOINT (EQUAL TO

VICTAULIC STYLE 920)

CEILING

1" 90° THREADED

ELBOW (TYPICAL)

1" X 1/2" THREADED

REDUCER

24" MINIMUM

1. WHEN STANDARD PENDANT SPRINKLERS, RATHER THAN DRY PENDANT SPRINKLERS ARE

INSTALLED ON PRE-ACTION AND DRY-PIPE SYSTEMS, 'RETURN BENDS' ARE REQUIRED PER

NFPA 13.

GENERAL NOTES

GRADE

M

IN

IM

U

M C

O V

E R

P E

R N

F P

A

5'-0"

FINISHED FLOOR

REFER TO CIVIL OR SITE UTILITIES

PLANS FOR PIPE CONTINUATION

GROOVED JOINT X

FLANGE ADAPTER

THRUST BLOCK

(PER NFPA 24)

PIPE

SECTION A-A

PROVIDE MECHANICAL SLEEVE

SEAL, LINK SEAL OR EQUAL.

STAINLESS STEEL

PREFABRICATED

IN-BUILDING RISER

A

A

BUILDING

PERIMETER WALL

STANDARD AWWA C900 GASKETED

COUPLER CONNECTION BELOW GRADE TO

SITE PIPING

PVC SITE PIPING (C900)

1' -0

A

.F .F

1. INCOMING UNDERGROUND PIPING, PROVIDED BY SITE UTILITIES CONTRACTOR, SHALL

TERMINATE 12" ABOVE FINISHED FLOOR WITH BLIND FLANGE AS INDICATED ON DETAIL.

2. PROTECTION OF INCOMING UNDERGROUND PIPING INCLUDING ARCHING OF STRUCTURAL

FOUNDATION WALL AND DEPTH OF PIPE BURY SHALL BE PER NFPA-24.

3. PROVIDE TAMPER SWITCHES AT OS&Y STEMS OF BACKFLOW ASSEMBLY OR CHAIN AND LOCKS

AROUND OS&Y VALVE HANDLES. COORDINATE REQUIREMENT SUPERVISORY CONTROLS WITH

LOCAL AHJ.

4. PROVIDE STAINLESS STEEL IN-BUILDING RISER (EQUAL TO AMES SERIES IBR). PLASTIC PIPE IS

NOT PERMITTED BELOW OR WITHIN 5'-0" OF BUILDING.

5. PROVIDE DI-ELECTRIC FLANGE (AS REQUIRED) SET AT TRANSITION TO SYSTEM RISER PIPING

MATERIAL.

6. PROVIDE CORROSION PROTECTION PER MANUFACTURER'S RECOMMENDATIONS FOR

CORROSIVE SOIL INSTALLATIONS.

GENERAL NOTES

ADJUSTABLE SWIVEL RING

PIPE HANGER (EQUAL TO

ANVIL FIGURE 69) TYPICAL

UL LISTED POWDER

DRIVEN CONCRETE

ANCHOR

TOP BEAM

C-TYPE

CLAMP

3/8" ALL THREAD ROD

FOR PIPE SIZES UP

TO 4" (TYPICAL)

CONCRETE STEEL CENTER BEAM

SPRINKLER

PIPING UP TO

4" (TYPICAL)

STRUCTURAL

STEEL I-BEAM

UL LISTED

CENTER BEAM

CLAMP

HANGER LOCATED

AT END OF

SPRINKLER

BRANCH LINE TO

HAVE ROD TIGHT

TO PIPE TO

PREVENT WATER

HAMMER ACTION

AT LAST

SPRINKLER

(TYPICAL)

TO LEVEL 1 AND LEVEL 2

SYSTEM

DRAIN RISER

PROVIDE VICTAULIC

SERIES 717 CHECK VALVE

TO FDC

VICTAULIC UMC ASSEMBLY

2" MAIN DRAIN

2" MAIN DRAIN.

PENETRATE WALL 8"

A.F.F. AND PROVIDE 45

DEGREE TURN DOWN

AMES IN-BUILDING RISER

0 - 300 PSI GAUGE

VICTAULIC 009H

COUPLING

A. USE 3/8" DIAMETER ROD FOR PIPE DIAMETER SIZE 1" THRU 4".

B. USE 1/2" DIAMETER ROD FOR PIPE DIAMETER SIZE 6" THRU 8".

GENERAL NOTES

C

3" MIN.

3" MIN.

3" MIN.

CB

15'-0" MAX.

12'-0" MAX.

12'-0" MAX.3'-0" MAX.

4'-0" MAX.

5'-0" MAX.

APIPE SIZE

BA

1-1/2" - 8"

1-1/4"

1"

HANGER LOCATION DETAIL

SPRINKLER

STEEL PIPE

STRUCTURE

ADJUSTABLE SWIVEL RING HANGER

(TYPICAL FOR SPRINKLER BRANCH

LINES)

NOTE:

WHERE THE 'A' DISTANCE IS EXCEEDED THE BRANCH PIPING SHALL BE EXTENDED BEYOND

THE END SPRINKLER AND SHALL BE SUPPORTED BY AN ADDITIONAL HANGER.

GROOVED BUTTERFLY FLOOR

CONTROL VALVE W/ TAMPER SWITCH

CHECK VALVE (IN COMBINED

SYSTEMS ONLY)

PRESSURE GAUGE

(0 - 200 PSI) - TYP.

TO SPRINKLER

SYSTEM (SEE PLANS

FOR CONTINUATION)

PLAN VIEW

ELEVATION VIEW

FIRE RISER

FLOW SWITCH

INSPECTOR'S TEST AND

DRAIN VALVE WITH SITE

GLASS (EQUAL TO FPPI

SURE TEST)

BV / TS FSCV

TO DRAIN RISER

SECTIONAL DRAIN

VALVE CONNECTION

T H

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

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IG

H

T S

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E B

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D E

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IF

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IR

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A R

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H O

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O B

T A

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IN

G T

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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

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S E

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H E

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B Y

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M E

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A L A

G E

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IE

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T O

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P R

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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

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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

N . W es ts ho re

B te

T am pa

, F lo rid a

T el : 8

.8

.4

T el

: 8

.8

.9 w w w

.V ol tA irI nc .c om C

O A

P ro je ct

.2

A ut od es k D oc s:

//2

P al m

H ar bo r

R ec re at io n

C en te r/

_P al m H ar bo r R ec C nt r_

M E

P _v

.r vt

9/

/2

:2 9:

A

M

FP-901

DETAILS - FIRE

PROTECTION

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

T H

S T

R E

E T

, P A

L M

H A

R B

O R

F L

PERMIT SET 9-15-25

NTS 6RETURN BEND PIPING ARRANGEMENT

NTS 1INCOMING FIRE RISER W/ IN-BUILDING RISERNTS 4PIPE HANGERS - CONCRETE-STEEL STRUCTURES

NTS 2FIRE RISER DETAILNTS 5HANGAR SPACING FOR BRANCH LINES - STEEL PIPING

NTS 3FLOOR CONTROL VALVE AND TEST MODULE

FP-000 - LEGEND - FIRE PROTECTION
FP-100 - SITE PLAN - FIRE PROTECTION
FP-201 - LEVEL 1 - RCP - FIRE PROTECTION
FP-202 - LEVEL 2 - RCP - FIRE PROTECTION
FP-203 - EXISTING BUILDING - RCP - FIRE PROTECTION
FP-901 - DETAILS - FIRE PROTECTION
2025-09-16T11:23:03-0400
Bryan Zemina
2025-09-16T11:23:15-0400
Bryan Zemina
2025-09-16T11:23:27-0400
Bryan Zemina
2025-09-16T11:23:39-0400
Bryan Zemina
2025-09-16T11:23:51-0400
Bryan Zemina
2025-09-16T11:24:03-0400
Bryan Zemina

File details come from the government source that posted it. Updated .