6.Polk_Building_Fire_Spirnkler.pdf
PDF 3 MB Posted
- Attached to
- Phase 2 Polk Building Renovations
- Solicitation number
- PSUT-26-06
- Issued by
- Broward County, Florida
About this file
This document is a Fire Sprinkler Performance Specification prepared by Kamm Consulting (Project #2022-0686) for the Polk Building Renovation project commissioned by the City of Pembroke Pines, Florida. The specification outlines comprehensive requirements for designing, permitting, and installing a new fire sprinkler system for the 6,060 square foot building located at 8200 South Palm Drive, Pembroke Pines, FL 33025. The system must be designed and installed by a licensed and certified fire sprinkler contractor in accordance with the 2020 Florida Building Code, Florida Fire Prevention Code (7th Edition), NFPA 13 (2016 Edition), NFPA 14, NFPA 20, and NFPA 24 (2016 Editions), as well as local Authority Having Jurisdiction (AHJ) requirements. The specification designates three hazard classifications for different areas: Light Hazard (offices, lobbies, restaurant seating) with 0.10 GPM/sqft density and 225 sqft maximum spacing; Ordinary Hazard Group I (parking, mechanical rooms, elevator machine rooms) with 0.15 GPM/sqft density and 130 sqft maximum spacing; and Ordinary Hazard Group II (retail spaces, trash rooms, storage) with 0.20 GPM/sqft density and 130 sqft maximum spacing. The fire sprinkler system will be supplied from the City of Pembroke Pines municipal water system, with a 6-inch underground main connecting to a new free-standing 2" x 2" x 6" fire department connection (FDC) positioned at 36 inches height with required clearances.
The contractor is responsible for all costs associated with shop drawing preparation, hydraulic calculations signed by a Florida registered professional engineer, permit acquisition, labor, materials, cleanup, and fire watch coordination if required by the AHJ. Shop drawings and hydraulic calculations must be submitted in three sets to the architect/owner for approval prior to commencing field work and must also be submitted to the local building department for permitting. All piping and appurtenances must undergo hydrostatic testing at 200 PSI or 50 PSI in excess of system working pressure (whichever is greater) and maintain that pressure at 5 PSI for two hours, witnessed by the local AHJ. Underground pipe depth of cover must not be less than 30 inches to prevent mechanical damage. All exposed piping and fittings to outside air, salt, chemicals, moisture, or corrosive vapors must be Schedule 40 black steel pipe with carbon steel grooved fittings, corrosion-resistant steel rod and hangers, and must be painted red per NFPA 13:2016-8.16.4.2. The contractor must coordinate all work with other construction disciplines including HVAC, plumbing, electrical, structural, civil, and architectural trades, and must remove any existing fire sprinkler piping not required for permanent installation. System interruptions must occur during off-peak or unoccupied times with minimum seven-day advance notification to the owner and AHJ, with qualified fire watch personnel provided on-site if demolition is deemed hazardous by the AHJ.
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3501 Griffin Road
(954) 266-2700 Fx: (954) 266-2701 Ft. Lauderdale, FL 33312 sma@saltzmichelson.com
AR-0009976
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REVISIONS
Date:
Checked By:
Drawn By:
Project No.:
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2022-133
Sheff L. Devier III AR0007699
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AR0007699
11/17/2023 signed
KAMM CONSULTING PROJECT #: 2022-0686
PROJECT MANAGER: GREG KEMP
Certification of Authorization #8189
Deerfield Beach, Florida 33442 Phone 954.949.2200 Fax 954.949.2201 engineering@kammconsulting.com date
1407 West Newport Center Drive
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%%UFIRE SPRINKLER SHEET INDEX
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SHEET#
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DESCRIPTION
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FIRE SPRINKLER PERFORMANCE SPEC NOTES, LEGEND & INDEX
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FSP-0.1
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FIRE SPRINKLER PERFORMANCE SPEC GROUND FLOOR PLAN
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FSP-2.1
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CAJ1028
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AutoCAD SHX Text 2 and 3 Hour Fire Rated
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AutoCAD SHX Text 1 Floor or Wall assembly = 2.5" thick concrete
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AutoCAD SHX Text 4 Completely fill annular space and thickness of floor or wall
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%%UFIRE STOP DETAIL FOR FIRE WALL
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%%UPENETRATIONS
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NOT TO SCALE
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GRADE
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AutoCAD SHX Text NOTE: FDC TO BE INSTALLED AT 36". A CLEARANCE OF 7'-6" IS REQUIRED AT EACH SIDE AND 4' TO THE REAR. NO LANSCAPING PERMITTED. REFER TO CIVIL/LANDSCAPING DRAWINGS.
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FIRE SPRINKLER PERFORMANCE SPEC SITE PLAN
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NFPA 13 TABLE 4-6.2.2.1 MAXIMUM DISTANCE BETWEEN HANGERD (FT - IN)
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STEEL PIPE EXCEPT
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WALL STEEL PIPE
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THREADED LIGHT-
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THREADED LIGHT-
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WALL
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NOMINAL PIPE SIZE
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1. THERE SHALL BE NOT LESS THAN ONE HANGER FOR EACH SECTION OF PIPE
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2. SUPPORT SPACING DISTANCE FOR END LINE SPRINKLER DROP ELBOWS AND DROP TEES TO BE IN ACCORDANCE WITH
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NFPA 13 AND THE PRODUCT APPROVAL LISTING.
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TYPE/DESCRIPTION
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CONCEALED PENDENT
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SYM
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PENDENT
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OPEN CEILING AREAS/175 ROOF
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NOTES/INTENDED USE
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BELOW OBSTRUCTIONS
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%%UFIRE SPRINKLER SCHEDULE-(REFER TO NOTES BELOW)
AutoCAD SHX Text NOTES: 1. ALL FIRE SPRINKLERS SHALL HAVE A U.L. APPROVED CORROSION RESISTANT COATING WHERE EXPOSED TO OUTSIDE AIR, CHEMICALS, MOISTURE, OR OTHER CORROSIVE VAPORS SUFFICIENT TO CAUSE CORROSION OF SUCH DEVICES. 2. THE CONTRACTOR SHALL RECEIVE THE ARCHITECTS APPROVAL FOR ALL FIRE SPRINKLER/ESCUTCHEON FINISHES PRIOR TO ORDERING AND INSTALLING DESPITE WHAT IS SPECIFIED IN THIS SCHEDULE. 3. IF MODIFYING AN EXISTING PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE TO MATCH THE EXISTING FIRE SPRINKLERS IF STILL FABRICATED TODAY WITH THE NEW TO BE INSTALLED OR IF DISCONTINUED WITH THE NEW EQUIVALENTS FOR TODAY'S INSTALLATION REQUIREMENTS DESPITE WHAT IS SPECIFIED IN THIS SCHEDULE.
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FROM CITY
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%%UDOUBLE DETECTOR CHECK VALVE
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FL OS&Y VALVES WITH TAMPER SWITCHES
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AMES "3000SS" DOUBLE DETECTOR CHECK ASSEMBLY
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TO SYSTEM
AutoCAD SHX Text ORDINARY HAZARD GROUP I DENSITY: =0.15 GPM/ft2. MAX. AREA PER HEAD: 130 ft2. TEMPERATURE 200° F.HOSE ALLOWANCE 250 GPM
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AutoCAD SHX Text ORDINARY HAZARD GROUP II DENSITY: =0.20 GPM/ft2. MAX. AREA PER HEAD: 130 ft2. TEMPERATURE 155° F.HOSE ALLOWANCE 250 GPM
AutoCAD SHX Text LIGHT HAZARD DENSITY: =0.10 GPM/ft2. MAX. AREA PER HEAD: 225 ft2. TEMPERATURE 155° F.HOSE ALLOWANCE 100 GPM
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1. TOP BEAM C-CLAMP
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%%UCOMPONENTS
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2. SET SCREW
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3. LOCK NUT (HEX NUT)
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4. HANGER ROD
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5. ADJUSTABLE HANGER RING
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%%UHANGER DETAIL # 2
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NOT TO SCALE
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%%UFIRE SPRINKLER PERFORMANCE
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%%USPEC-NOTES, LEGEND & INDEX
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1. THE FOLLOWING NOTES SHALL SERVE AS MEETING THE REQUIREMENTS SET FORTH UNDER THE FLORIDA ADMISTRATIVE CODE SECTION 61G15-32.004 FOR FIRE PROTECTION ENGINEERING DOCUMENTS. 2. THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF SHOP DRAWINGS FOR FIRE SPRINKLER INSTALLATION FOR THE PROJECT AS INDICATED IN THE DESIGN DOCUMENTS. THE SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE, THE FLORIDA FIRE PREVENTION CODE-7thEDITION, NFPA 13 (2016 EDITION), NFPA 14, NFPA 20, NFPA 24 (2016 EDITIONS), THE OWNER'S INSURANCE COMPANY AND GUIDE LINES IF ANY, THE STATE AND/OR LOCAL FIRE MARSHAL, THE LOCAL BUILDING DEPARTMENT, AND OWNER GUIDE LINE AND STANDARDS IF EXISTING. 3. THE FIRE SPRINKLER SYSTEM SHALL BE DESIGNED AS OUTLINED BELOW: LIGHT HAZARD: (DESIGNATED AS LH) (DESIGNATED AS LH) DESIGN DENSITY: 0.10 GPM/SQFT OVER THE MOST DEMANDING 1500 SQFT. FIRE SPRINKLER SPACING: 225 SQFT. MAXIMUM. AREAS/ROOMS: LOBBIES, OFFICES, RESTAURANT SEATING AREAS HOSE REQUIREMENTS: 100 GPM (TOTAL COMBINED INSIDE/OUTSIDE). ORDINARY HAZARD GROUP 1: (DESIGNATED AS OH1) (DESIGNATED AS OH1) DESIGN DENSITY: 0.15 GPM/SQFT OVER THE MOST DEMANDING 1500 SQFT. FIRE SPRINKLER SPACING: 130 SQFT. MAXIMUM. AREAS/ROOMS: PARKING, RESTAURANT SERVICE AREAS, MECHANICAL ROOMS, ELEVATOR MACHINE ROOMS, ELECTRIC ROOMS, TELEPHONE ROOMS. HOSE REQUIREMENTS: 250 GPM (TOTAL COMBINED INSIDE/OUTSIDE). ORDINARY HAZARD GROUP 2: (DESIGNATED AS OH2) (DESIGNATED AS OH2) DESIGN DENSITY: 0.20 GPM/SQFT OVER THE MOST DEMANDING 1500 SQFT. FIRE SPRINKLER SPACING: 130 SQFT. MAXIMUM. AREAS/ROOMS: RETAIL SPACES, TRASH ROOM, STORAGE SPACES. HOSE REQUIREMENTS: 250 GPM (TOTAL COMBINED INSIDE/OUTSIDE). NOTE: NO STORAGE OVER 12 FT SHALL BE ALLOWED. NO STORAGE OVER 12 FT SHALL BE ALLOWED. 4. THE CONTRACTOR SHALL USE A FLOW TEST PERFORMED BY THE LOCAL AUTHORITY TO ASCERTAIN THE WATER SERVICE REQUIRED FOR THE FIRE SPRINKLER INSTALLATION; THE HYDRAULIC CALCULATIONS SHALL ALLOW FOR A 10% PRESSURE REDUCTION AS A FACTOR OF SAFETY AND COMPLY WITH THE AHJ REQUIREMENTS AND/OR USE PRESSURE AND FLOW CRITERIA PROVIDED BY THE AUTHORITY HAVING JURISDICTION. 5. THE CONTRACTOR SHALL SUBMIT THREE (3) SETS OF SHOP DRAWINGS AND, IF APPLICABLE, HYDRAULIC CALCULATIONS BEARING THE SIGNATURE AND SEAL OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER FOR REVIEW BY THE ARCHITECT/OWNER PRIOR TO COMMENCING ANY FIELD WORK. AS WELL, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND, IF APPLICABLE, HYDRAULIC CALCULATIONS TO THE LOCAL BUILDING DEPARTMENT OR AUTHORITY HAVING JURISDICTION AND OBTAIN ALL NECESSARY APPROVALS AND PERMITS FOR THE PROJECT. 6. THE CONTRACTOR SHALL COORDINATE ALL FIRE SPRINKLER WORK WITH ALL OTHER CONSTRUCTION DISCIPLINES INCLUDING BUT NOT LIMITED TO HVAC, PLUMBING, ELECTRICAL, STRUCTURAL AND CIVIL. THE CONTRACTOR SHALL ALSO COORDINATE ANY SPECIAL TESTING REQUIRED BY THE OWNER. 7. THE SHOP DRAWINGS, INCLUDING HYDRAULIC CALCULATIONS, SHALL SHOW THE SIZES, TYPES, AND DIMENSIONAL LOCATIONS FOR ALL FIRE SPRINKLERS, MAINS, BRANCHES, AND EXISTING PIPING FOR THE WATER SUPPLY TO THE CONNECTION OF THE SYSTEM. 8. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION AND FINAL LOCATION OF THE FIRE SPRINKLER HEADS AND/OR PIPING FOR FINAL FIRE PROTECTION LAYOUT DOCUMENTS PREPARATION AND INSTALLATION. 9. THE DESIGN DOCUMENTS ARE NOT AND SHALL NOT BE CONSIDERED SHOP DRAWINGS NOR INSTALLATION DRAWINGS. 10. ALL INFORMATION CONTAINED IN THESE DRAWINGS IS ACCORDING TO THE ORIGINAL CONSTRUCTION DOCUMENTS PROVIDED BY THE OWNER AND LIMITED FIELD OBSERVATIONS. THE ENGINEER OR THE ARCHITECT MAKES NO REPRESENTATION FOR THE ACCURACY OF SUCH INFORMATION. THE CONTRACTOR SHALL VISIT THE BUILDING AND FIELD VERIFY ALL EXISTING CONDITIONS MATERIALS, EQUIPMENT, DIMENSIONS, ETC. ONCE DEMOLITION TAKES PLACE PRIOR TO SUBMITTING A BID AND COMMERCING ANY WORK. 11. THE CONTRACTOR SHALL REMOVE EXISTING FIRE SPRINKLERS AND/OR FIRE SPRINKLER PIPING NOT REQUIRED FOR THE PERMANENT INSTALLATION AT THE END OF THE INSTALLATION PHASE. 12. ALL WORK BY THE CONTRACTOR SHALL BE DONE IN STRICT COORDINATION AND AS APPROVED BY THE OWNER. ALL INTERRUPTIONS IN THE FUNCTIONING OF THE FIRE SPRINKLER SYSTEM SHALL BE DONE DURING OFF-PEAK( UNOCCUPIED TIMES) OR STRICTLY AS APPROVED BY THE OWNER. NOTIFICATION OF A SHUTDOWN TO THE FIRE SPRINKLER SYSTEM, INCLUDING THE DURATION TIME, SHALL BE MADE TO THE OWNER A MINIMUM OF SEVEN (7) DAYS IN ADVANCE OF SUCH WORK AND COORDINATED ALSO WITH AHJ; WHERE IN THE OPINION OF THE AHJ IF PARTIAL OR TOTAL DEMOLITION OF THE EXISTING FIRE SPRINKLER SYSTEM TAKES PLACE IN SITE AND SUCH DEMOLITION IS OF A HAZARDOUS NATURE, QUALIFIED PERSONNEL SHALL SERVE AS ON-SITE FIRE WATCH. 13. THE CONTRACTOR SHALL BEAR ALL COSTS OF A. PREPARING SHOP DRAWINGS AND DOCUMENTS B. SECURING PERMITS AND APPROVALS C. LABOR D. MATERIALS E. CLEAN UP/WASTE REMOVAL F. FIRE WATCH IN COORDINATION OF AHJ IF REQUIRED. 14. PIPING INSTALLATION WHEN THE INSTALLATION OF A NEW FIRE SPRINKLER SYSTEM TAKES PLACE, THE CONTRACTOR SHALL PROPOSE THE PIPE SCHEDULE MATERIALS, FITTINGS, VALVES, HANGERS, ETC. ACCORDING TO THE GUIDE LINES AND STANDARDS OF THE OWNER IF ANY, WHICH SHALL BE ALSO RESPONSABILITY OF THE CONTRACTOR VERIFY PREVIOUSLY TO BIDDING, SUBMITTING, PERMITTING, COMMENCING AND INSTALLING ANY NEW WORK; SUCH STANDARDS SHALL BE ALSO AS PER NFPA 13 AND AHJ. THE FOLLOWING MATERIALS ARE SPECIFICATIONS AS PER NFPA 13: A. MAKE CHANGES IN SIZE OF PIPE WITH REDUCING FITTINGS; BUSHINGS ARE NOT PERMITTED. B. CAP OPENINGS IN PIPING DURING CONSTRUCTION. C. ESCUTCHEONS: FIT EXPOSED PIPES PASSING THROUGH FLOORS, WALL OR CEILING WITH ESCUTCHEONS. MANUFACTURE SPECIAL SIZES OF ESCUTCHEONS FROM STEEL AND PRIME COAT SAME. CUT IN ROUND, RECTANGULAR OR SQUARE SPACE TO PROVIDE A CLEAN APPEARANCE ACCEPTABLE TO THE GAP. D. PENETRATIONS THROUGH FIRE RATED WALLS SHOULD BE FILLED WITH A UL LISTED FIRE SEALANT IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND TO PROVIDE AT LEAST THE MINIMUM FIRE RATING OF THE WALL. E. CPVC PIPING SHALL NOT BE INSTALLED OVER ANY PORTION OF THE OPENING(S) IN RETURN AIR PLENUMS. F. ABOVEGROUND PIPE MATERIALS: 1. SCHEDULE 40, FOR PIPE SIZES 1" THROUGH 2". 2. SCHEDULE 10 FOR PIPE SIZES 2 " AND LARGER. 12" AND LARGER. 3. ALL EXPOSED PIPE AND FITTINGS TO OUTSIDE AIR, SALT, CHEMICALS, MOISTURE, 3. ALL EXPOSED PIPE AND FITTINGS TO OUTSIDE AIR, SALT, CHEMICALS, MOISTURE, AND/OR OTHER CORROSIVE VAPORS SUFFICIENT TO CAUSE CORROSION OF SUCH MATERIALS SHALL BE BLACK STEEL PIPE SCH. 40, CARBON STEEL GROOVED FITTINGS, HANG UP WITH CORROSIVE RESISTANT STEEL ROD AND HANGERS AND SHALL BE ALL RED PAINTED PER NFPA 13:2016-8.16.4.2. PER NFPA 13:2016-8.16.4.2. NFPA 13:2016-8.16.4.2. G. UNDERGROUND PIPE MATERIALS: 1. DUCTILE IRON MEETING AWWA C104 STANDARDS 2. PLASTIC MEETING AWWA C900 STANDARDS, DR 14.
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%%USPRINKLER NOTES: CODE SECTION 61G15-32.004
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FLOW
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NEW 6" U/G PIPE FROM SOURCE
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NEW ALARM CHECK VALVE
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NEW FLOW SWITCH
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NEW PRESSURE GAUGE
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NEW ALARM BELL
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NOT TO SCALE
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%%USCHEMATIC OF NEW FIRE SPRINKLER
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%%URISER
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SYSTEM
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TO
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NEW BUTTERFLY VALVE W/ TAMPER SWITCH
AutoCAD SHX Text NOTE: ALL EXPOSED PIPE AND FITTINGS TO OUTSIDE AIR, SALT, CHEMICALS, MOISTURE, AND/OR OTHER CORROSIVE VAPORS SUFFICIENT TO CAUSE CORROSION OF SUCH MATERIALS SHALL BE BLACK STEEL PIPE SCH. 40, CARBON STEEL GROOVED FITTINGS, HANG UP WITH STAINLESS CORROSION RESISTANT STEEL ROD AND HANGERS AND SHALL BE ALL RED PAINTED PER NFPA 13:2016:8.16.4.2..
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POLK BUILDING RENOVATION
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CITY OF PEMBROKE PINES
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8200 SOUTH PALM DRIVE
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PEMBROKE PINES, FLORIDA, 33025
6,060 SQ. FT.
3501 Griffin Road
(954) 266-2700 Fx: (954) 266-2701 Ft. Lauderdale, FL 33312 sma@saltzmichelson.com
AR-0009976
SD
REVISIONS
Date:
Checked By:
Drawn By:
Project No.:
EQ
2022-133
Sheff L. Devier III AR0007699
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AR0007699
11/17/2023 signed
KAMM CONSULTING PROJECT #: 2022-0686
PROJECT MANAGER: GREG KEMP
Certification of Authorization #8189
Deerfield Beach, Florida 33442 Phone 954.949.2200 Fax 954.949.2201 engineering@kammconsulting.com date
1407 West Newport Center Drive
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%%UFIRE SPRINKLER PERFORMANCE
AutoCAD SHX Text %%uSPEC SITE PLAN
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NORTH
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- ALL PIPING AND ATTACHED APPURTENANCES SUBJECTED TO SYSTEM WORKING PRESSURE SHALL BE HYDROSTATICALLY TESTED AT 200 PSI OR 50 PSI IN EXCESS OF THE SYSTEM WORKING PRESSURE, WHICHEVER IS GREATER, AND SHALL MAINTAIN THAT PRESSURE ±5 PSI FOR 2 HOURSPER NFPA 13-2016-10.10.2.2.1 AND TEST SHALL BE WITNESSED BY LOCAL AHJ. - UNDERGROUND PIPE DEPTH OF COVER SHALL NOT BE LESS THAN 30 INCHES TO PREVENT MECHANICAL DAMAGE PER NFPA-13-2016-10.4.2.2.2
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FIRE HYDRANT (REFER TO CIVIL DRAWINGS)
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NEW 6" DDCV (REFER TO CIVIL DRAWINGS)
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NEW 6" FIRE SPRINKLER RISER. (REFER TO FS0.1 FOR DETAIL)
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NEW 6" FIRE POINT OF SERVICE (REFER TO CIVIL DRAWINGS)
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EXISTING CITY WATER MAIN (REFER TO CIVIL DRAWINGS)
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EXISTING CITY WATER MAIN (REFER TO CIVIL DRAWINGS)
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TO FIRE SPRINKLER SYSTEM (REFER TO FS2.1 FOR CONTINUATION)
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%%UFIRE SPRINKLER SYSTEM WATER SUPPLY
AutoCAD SHX Text THE FIRE SPRINKLER SYSTEM WILL BE FED FROM THE CLEAN AND SAFE DRINKING WATER SYSTEM OF THE CITY OF PEMBROKE PINES. REFER TO THE 2021 CITY OF PEMBROKE PINES QUALITY REPORT PROVIDED PER FLORIDA STATUTES 61G-15 REQUIREMENTS. PROVIDED PER FLORIDA STATUTES 61G-15 REQUIREMENTS.
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POLK BUILDING RENOVATION
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CITY OF PEMBROKE PINES
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8200 SOUTH PALM DRIVE
PEMBROKE PINES, FLORIDA, 33025
MECHANICAL, ELECTRICAL, JANITOR
ROOMS AREAS:
MECHANICAL, ELECTRICAL, JANITOR
ROOMS AREAS:
STORAGE ROOMS AREAS:
STORAGE, FIRE SPRINKLER
RISER ROOMS AREAS:
MECHANICAL, ELECTRICAL, JANITOR
ROOMS AREAS:
MECHANICAL, ELECTRICAL, JANITOR
ROOMS AREAS:
OFFICES, IT, HALLWAYS, REST ROOMS,
BREAK, RECORDS, NAP, MAIL, LOBBY,
CUSTOMER SERVICE, CONFERENCE,
WORK STATIONS, EOC, CASHIER,
CASHIERING ROOMS AREAS:
OFFICES, IT, HALLWAYS, REST ROOMS,
BREAK, RECORDS, NAP, MAIL, LOBBY,
CUSTOMER SERVICE, CONFERENCE,
WORK STATIONS, EOC, CASHIER,
CASHIERING ROOMS AREAS:
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
MEN'S
RESTROOM
HALLWAY
HALLWAY
HALLWAY
HALLWAY
HALLWAY
TOILET
BREAK ROOM
TOILET
153 JANITOR
STORAGE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
WORKSTATION
OFFICE
IT / MDF
ROOM
CONFERENCE
ROOM
MECHANICAL
ROOM
OFFICE
BILLING
OFFICE
OFFICE
ROOM
ELECTRICAL
ROOM
MECHANICAL
ROOM
MECHANICAL
ROOM
HALLWAY 7
WOMEN'S
RESTROOM
TOILET
126C
STORAGE
126B
UTILITES
DIRECTOR
126A
ADMINISTRATIVE
ASSISTANT
OFFICE
ASSISTANT
DIRECTOR
OFFICE
OFFICE
ASSISTANT
DIRECTOR
OFFICE
COPY
ROOM
OFFICE
OFFICE
OFFICE
OFFICE
CONFERENCE
ROOM
JANITOR
MEN'S
RESTROOM
WOMEN'S
RESTROOM
BREAK ROOM
RECORDS
OFFICE
OFFICE
STORAGE
TOILET
TOILET
MECHANICAL
ROOM
FIRE RISER
ROOM
CASHIERING
106A
CASHIER
106B
CUSTOMER
SERVICE
LOBBY
3501 Griffin Road
(954) 266-2700 Fx: (954) 266-2701 Ft. Lauderdale, FL 33312 sma@saltzmichelson.com
AR-0009976
SD
REVISIONS
Date:
Checked By:
Drawn By:
Project No.:
EQ
2022-133
Sheff L. Devier III AR0007699
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AR0007699
11/17/2023 signed
KAMM CONSULTING PROJECT #: 2022-0686
PROJECT MANAGER: GREG KEMP
Certification of Authorization #8189
Deerfield Beach, Florida 33442 Phone 954.949.2200 Fax 954.949.2201 engineering@kammconsulting.com date
1407 West Newport Center Drive
Rev # Description Date
FS2.1
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1 Code Update 10-4-2024
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%%UFIRE SPRINKLER PERFORMANCE SPEC
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%%UGROUND FLOOR PLAN
AutoCAD SHX Text 1/16"=1'-0"
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NORTH
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6" UNDERGROUND FROM FIRE POINT OF SERVICE
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6" STUB UP
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6" FIRE SPRINKLER RISER (REFER TO FS0.1 DETAIL)
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TO FIRE SPRINKLER SYSTEM
AutoCAD SHX Text ORDINARY HAZARD GROUP I DENSITY: =0.15 GPM/ft2. MAX. AREA PER HEAD: 130 ft2. TEMPERATURE 155°F.HOSE ALLOWANCE 250 GPM CALCULATE THE MOST REMOTE 1500 ft2. REMOTE AREA IS ALLOWED TO BE REDUCED BY USING QUICK RESPONSE HEADS PER NFPA 13,2019:19.3.3.2.3.1
AutoCAD SHX Text ORDINARY HAZARD GROUP I DENSITY: =0.15 GPM/ft2. MAX. AREA PER HEAD: 130 ft2. TEMPERATURE 155°F.HOSE ALLOWANCE 250 GPM CALCULATE THE MOST REMOTE 1500 ft2. REMOTE AREA IS ALLOWED TO BE REDUCED BY USING QUICK RESPONSE HEADS PER NFPA 13,2019:19.3.3.2.3.1
AutoCAD SHX Text ORDINARY HAZARD GROUP II DENSITY: =0.20 GPM/ft2. MAX. AREA PER HEAD: 130 ft2. TEMPERATURE 155°F.HOSE ALLOWANCE 250 GPM CALCULATE THE MOST REMOTE 1500 ft2. REMOTE AREA IS ALLOWED TO BE REDUCED BY USING QUICK RESPONSE HEADS PER NFPA 13,2019:19.3.3.2.3.1
AutoCAD SHX Text ORDINARY HAZARD GROUP II DENSITY: =0.20 GPM/ft2. MAX. AREA PER HEAD: 130 ft2. TEMPERATURE 155°F.HOSE ALLOWANCE 250 GPM CALCULATE THE MOST REMOTE 1500 ft2. REMOTE AREA IS ALLOWED TO BE REDUCED BY USING QUICK RESPONSE HEADS PER NFPA 13,2019:19.3.3.2.3.1
AutoCAD SHX Text ORDINARY HAZARD GROUP I DENSITY: =0.15 GPM/ft2. MAX. AREA PER HEAD: 130 ft2. TEMPERATURE 155°F.HOSE ALLOWANCE 250 GPM CALCULATE THE MOST REMOTE 1500 ft2. REMOTE AREA IS ALLOWED TO BE REDUCED BY USING QUICK RESPONSE HEADS PER NFPA 13,2019:19.3.3.2.3.1
AutoCAD SHX Text ORDINARY HAZARD GROUP I DENSITY: =0.15 GPM/ft2. MAX. AREA PER HEAD: 130 ft2. TEMPERATURE 155°F.HOSE ALLOWANCE 250 GPM CALCULATE THE MOST REMOTE 1500 ft2. REMOTE AREA IS ALLOWED TO BE REDUCED BY USING QUICK RESPONSE HEADS PER NFPA 13,2019:19.3.3.2.3.1
AutoCAD SHX Text LIGHT HAZARD DENSITY: =0.10 GPM/ft2. MAX. AREA PER HEAD: 225 ft2. TEMPERATURE 155°F.HOSE ALLOWANCE 100 GPM CALCULATE THE MOST REMOTE 1500 ft2. REMOTE AREA IS ALLOWED TO BE REDUCED BY USING QUICK RESPONSE HEADS PER NFPA 13,2019:19.3.3.2.3.1
AutoCAD SHX Text LIGHT HAZARD DENSITY: =0.10 GPM/ft2. MAX. AREA PER HEAD: 225 ft2. TEMPERATURE 155°F.HOSE ALLOWANCE 100 GPM CALCULATE THE MOST REMOTE 1500 ft2. REMOTE AREA IS ALLOWED TO BE REDUCED BY USING QUICK RESPONSE HEADS PER NFPA 13,2019:19.3.3.2.3.1
AutoCAD SHX Text IMPORTANT ADDITIONAL NOTES: 1- THIS IS A FIRE SPRINKLER PERFORMANCE SPEC. A LICENSED AND CERTIFIED FIRE SPRINKLER CONTRACTOR SHALL FURNISH AND INSTALL NEW FIRE SPRINKLER COMPONENTS AS REQUIRED FOR A COMPLETE FUNCTIONAL FIRE PROTECTION SYSTEM IN ACCORDANCE WITH ALL APPLICABLE CODES AND LOCAL AHJ REQUIREMENTS. 2- FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE SHOP DRAWINGS AND HYDRAULIC CALCULATIONS SIGNED AND SEALED BY THEIR OWN FLORIDA REGISTERED PROFESSIONAL ENGINEER FOR FIRE SPRINKLER PERMIT. 3- ALL FIRE SPRINKLERS SHALL HAVE A U.L. APPROVED CORROSION RESISTANT COATING WHERE EXPOSED TO OUTSIDE AIR, SALT, CHEMICALS, MOISTURE, AND/OR OTHER CORROSIVE VAPORS SUFFICIENT TO CAUSE CORROSION OF SUCH DEVICES. 4- THE CONTRACTOR SHALL RECEIVE THE ARCHITECT'S APPROVAL FOR ALL FIRE SPRINKLERS/ESCUTCHEON FINISHES PRIOR TO ORDERING AND INSTALLING DESPITE WHAT IS SPECIFIED IN THESE DOCUMENTS. 5- ALL EXPOSED PIPE AND FITTINGS TO OUTSIDE AIR, SALT, CHEMICALS, MOISTURE, AND/OR OTHER CORROSIVE VAPORS SUFFICIENT TO CAUSE CORROSION OF SUCH MATERIALS SHALL BE BLACK STEEL PIPE SCH. 40, CARBON STEEL GROOVED FITTINGS, HANG UP WITH CORROSION RESISTANT STEEL ROD AND HANGERS AND SHALL BE ALL RED PAINTED PER NFPA PER NFPA NFPA 13:2019-8.16.4.2. . 6- FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN A FLOW TEST PERFORMED BY THE LOCAL AUTHORITY TO ASCERTAIN THE WATER SERVICE REQUIRED FOR THE FIRE SPRINKLER INSTALLATION; THE HYDRAULIC CALCULATIONS SHALL ALLOW FOR A 10% PRESSURE REDUCTION AS A FACTOR OF SAFETY AND COMPLY WITH THE AHJ REQUIREMENTS AND/OR USE PRESSURE AND FLOW CRITERIA AS REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 7- THE CONTRACTOR FOR HIS INSTALLATION PERMIT SHALL PROVIDE CUT SHEETS OF ALL FIRE SPRINKLER COMPONENTS WITH SHOP DRAWINGS AND HYDRAULIC CALCULATIONS PER NFPA 13-2019-8.15.20.5.2 ACCORDING TO THE RESPECTIVE HAZARD REQUIREMENTS BY OWNER STANDARDS IF ANY AND BY CODE, SHALL SHOW PIPE SIZES, ALL FITTINGS, AND DIMENSIONAL LOCATIONS FOR ALL FIRE SPRINKLERS, MAINS, BRANCHES, AND PIPING FOR THE WATER SUPPLY TO THE CONNECTION OF THE SYSTEM. 8- ANY PIPE SIZES INDICATED ON THE FIRE SPRINKLER EOR DOCUMENTS ARE PROVIDED FOR REFERENCE ONLY INCLUDING THE SIZE OF THE FIRE POINT OF SERVICE. THE ENGINEER OF RECORD MAKES NO REPRESENTATION AND CANNOT TAKE ANY RESPONSIBILITY FOR THE ACCURACY OF SUCH REPRESENTATION DUE TO THE LACK OF INFORMATION DUE TO THE LACK OF INFORMATION IN THE BEGINNING OF THE PROJECT. THE FIRE SPRINKLER CONTRACTOR CANNOT BASE HIS PRICE IN ANY EOR DRAWING PIPE SIZES DUE TO THE GIVEN REASONS. THE FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM AND PROVIDE A HYDRAULICALLY CALCULATED FIRE SPRINKLER SYSTEM, CONFORMING TO ALL APPLICABLE NFPA CODES, HAZARDS, INCREASING OF REMOTE AREAS AND/OR DENSITIES IF REQUIRED, USING AND PROVIDING THE PROPER PIPE SIZES FOR THE MOST REMOTE AREAS AND SYSTEMS DEMAND, STARTING AT THE DESIGNATED POINT OF SERVICE AND SUCH CONDITION SHALL BE REFLECTED AND UNDERSTOOD BY THE FIRE SPRINKLER CONTRACTOR ASSUMING ALL HIS RESPONSIBILITIES IF FINAL PIPE SIZES DIFFER FROM EOR DRAWINGS, BEFORE SIGNING ANY POSSIBLE CONTRACT WITH THE OWNERS REPRESENTATIVE. 9- THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD COORDINATION AND FINAL LOCATION OF THE FIRE SPRINKLER HEADS (AS PER NFPA 13 AND AHJ); WITH THE RESPECTIVE HAZARD REQUIREMENTS BY CODE AND PIPING FOR FINAL FIRE PROTECTION LAYOUT DOCUMENTS PREPARATION AND FINAL INSTALLATION. 10- THE CONTRACTOR SHALL COORDINATE ALL FIRE SPRINKLER WORK WITH ALL OTHER CONSTRUCTION DISCIPLINES INCLUDING BUT NOT LIMITED TO HVAC, PLUMBING, ELECTRICAL, STRUCTURAL, CIVIL, ARCHITECTURAL AND FIRE ALARM. THE CONTRACTOR SHALL ALSO COORDINATE ANY SPECIAL TESTING REQUIRED BY THE OWNER. 11- SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE PROPER FIRE SPRINKLERS BELOW ANY OBSTRUCTION INCLUDED BUT NOT LIMITED TO DUCT, STRUCTURE, RAMP, ESCALATOR, STAIR, CEILING, SOFFIT, PIPE, DOOR, LANDING, RAMP ETC. IN ORDER TO PROVIDE PROPER FLOOR FIRE PROTECTION CODE COMPLIANCE SYSTEM DESPITE WHAT IS SPECIFIED IN THIS DRAWING. SUCH CONDITION SHALL BE REFLECTED IN HIS BID PRICE BEFORE SIGNING ANY CONTRACT WITH THE OWNER'S REPRESENTATIVE.
AutoCAD SHX Text A LICENSED AND CERTIFIED FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGNING, PERMITTING, AND INSTALLING THE NEW FIRE SPRINKLER COMPONENTS AS REQUIRED FOR A COMPLETE FUNCTIONAL CODE-COMPLIANT FIRE SPRINKLER SYSTEM IN ACCORDANCE TO ALL APPLICABLE NFPA CODES, OWNER & UNDERWRITER INSURANCE STANDARDS, THE STATE FIRE MARSHALL, THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) REQUIREMENTS AND THE EOR-ENGINEER OF RECORD 61G-15-32 DOCUMENTS PROVIDED PER FLORIDA STATUTES.
AutoCAD SHX Text SHOP DRAWINGS, HYDRAULIC CALCULATIONS & CUT SHEETS OF FIRE SPRINKLER COMPONENTS WILL BE SUBMITTED BY THE FIRE SPRINKLER CONTRACTOR FOR THE FIRE SPRINKLER PERMIT INSTALLATION
AutoCAD SHX Text
AutoCAD SHX Text
POLK BUILDING RENOVATION
AutoCAD SHX Text
CITY OF PEMBROKE PINES
AutoCAD SHX Text
8200 SOUTH PALM DRIVE
AutoCAD SHX Text
PEMBROKE PINES, FLORIDA, 33025
AutoCAD SHX Text
%%UENTIRE SHEET MODIFIED
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OWNER REVISIONS
6.15.26
| Sheets and Views |
| FS0-1 |
File details come from the government source that posted it. Updated .