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2.1 GENERAL ONLY THE FOLLOWING MATERIALS DESIGNED FOR 175 PSIG CWP SHALL BE
USED FOR r: PROTECTION PIPING SPECIFICALLY INDICATED OTHERWISE. ALL
PIPING r , CORROSION RESISTANCE RATING • O. r OR
GREATER.
2.2 PIPE: 2 INCH OR SMALLER PIPE, AND ALL THREADED PIPING SHALL BE BLACK STEEL,
SCHEDULE ► AND LARGER .• MAY BE BLACK STEEL, SCHEDULE
r
2.3 FITTINGS: SCHEDULE •# BLACK STEEL .. SHALL BE JOINED BY
COUPLINGS, THREADED OR WELDED FITTINGS; SCHEDULE 10 :'
BE JOINED BY ROLLED GROOVE COUPLINGS OR WELDED FITTINGS ONLY. 1 1
BRANCH CONNEC11ONS ► PIPE SIZES SMALLER THAN THE
MAINS ARE PERMITTED. THRE, r FITTINGS ARE ACCEPTABLE ONLY FOR PIPING
AND
2.4 HANGERS: ALL HANGER SPACING SHALL COMPLY ! IR OF _.r.
2.5 SPRINKLER HEAD LOCATION: INSTALL SPRINKLER HEADS IN THE CENTER OF THE CEILING
TILES FOR SUSPENDED ♦r
SPRINKLER GUARD: PROVIDE r GUARDS ON ALL HEADS ROOMS
AND ON ► S LESS THAN 7'-Om ABOVE r FLOOR.
2.7 GAUGES: PROVIDE GAUGES AND GAUGE VALVES AS REQUIRED BY NFPA 13. GAUGE
SCALE SHALL BE 0-300 PSI UNLESS OTHERWISE INDICATED.
2.8 ACCESS PANELS: PROVIDE PANELS TO ALL VALVES WITHIN CHASES OR ABOVE
NON-ACCESSIBLE NON-ACCESSIBLE CEILINGS. REFER TO DRAWINGS FOR TYPES.
SPRINKLER SYSTEM TESTS: ABOVE GROUND GROUND PIPING SYSTEMS SHALL BE
TESTED, FOR A PERIOD OF 2 HOURS. THE TEST PRESSURE SHALL BE READ FROM A GAUGE
LOCATED AT THE LOW ELEVATION POINT OF THE INDIVIDUAL SYSTEM OR PORTION OF THE
SYSTEM BEING TESTED. THE SPRINKLER PIPING SHALL NOT REPAIR
JOINTS D RETEST AS NECESSARY UNTIL ALL SYSTEMS HAVE BEEN r
3.00 PROTECTION r ACCESSORIES
3.1 QUICK RESPONSE + ► SPRINKLERS: •• HEADS SHALL BE
MANUFACTURED WITH PENDANT DEFLECTOR FOR INSTALLATION BELOW
vallms 1*011
THE WATER BASED FIRE PROTECTION SYSTEM HAS BEEN DESIGNED IN COMPLIANCE WITA NFPA 13-2002, F.S.
F THE STATE OF 1• '1 FOR HEALTHCARE ADMINISTRATION FOLLOWS:
THESE DRAWINGS r r DESIGN DRAWINGS FOR REVIEW BY ACHA FOR
STAGE III CONSTRUCTION DOCUMENTS. # OF r COMPLETED ;
AND ARE IN COMPLIANCE WITH FLORIDA STATUTE 61IG15-32.003 AND -32.004.
EXISTING CONDITIONS:
THE EXISTING FIRE PROTECTION SYSTEM IS A WET SYSTEM DESIGNED AND CALCULATED TO LIGHT HAZARD
�Il; ��I :Iillirlt(elt�ir.�y►[r>Ir�rl;«
OCCUPANCY CLASSIFICATION:
LIGHT HAZARD
SYSTEM TYPE:
WET PIPE
DESIGN DENSITY:
.10 GPM /SQ. FT.
HYDRAULIC REMOTE AREA:
1,500 SO. FT,
SPRINKLER ORIFICE SIZE:
1/2•
DURATION OF SUPPLY:
30 MIN.
MAXIMUM COVERAGE /SPRINKLER HEAD:
225 SQ. FT.
HOSE STREAM ALLOWANCE:
100 GPM
STORAGE MECHANICAL AND ELECTRICAL ROOMS:
OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP I
SYSTEM TYPE: WET PIPE
DESIGN DENSITY: ,15 GPM /SQ. FT.
HYDRAULIC REMOTE AREA: 1,500 SQ. FT.
SPRINKLER ORIFICE SIZE: 1/2°
DURATION OF SUPPLY: 60 - 90 MIN.
MAXIMUM COVERAGE /SPRINKLER HEAD: 130 SQ. FT.
HOSE STREAM ALLOWANCE: 250 GPM
DESIGN CRITERIA:
THE FOLLOWING PUBLICATIONS SHALL BE USED AS A REFERENCE FOR
DESIGN OF THE FIRE SUPPRESSION SYSTEM ON THIS PROJECT.
1. NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS 2002 EDITION
FIRE PROTECTION DETAILS
a a -
® a
a
a ®4 a.
4 a
d
Q Q 4 C 4 d
'=7 4 4
A a < Q
AANGER - CONCRETE
No Sa?le
RETURN BEND
No Scale
I
CEILING
FIRE PROTECTION LEGEND
SYMBOL
DESCRIPTION
eKX OR CM
- CONTROL VALVE W/TAMPER SWITCH
N
- CHECK VALVE
0-*
- FLOW SWITCH
'St FDC
- FIRE DEPARTMENT CONNECTION
ara PIV
- POST INDICATOR VALVE W/TAMPER SWITCH
AwFVC
- FIRE VALVE CABINET
Od FDV
- STANDPIPE WITH FIRE DEPARTMENT VALVE
- SPRINKLER AND DRAIN RISER
-C�-
- BACKFLOW PREVENTOR W/TAMPER SWITCHES
1
- ROOF MANIFOLD
0
- HYDRAULIC REFERENCE NODE
.
- NEW SPRINKLER PIPING
F.C.
- FLUSHING CONNECTION
0
- EXISTING 1 /2' UPRIGHT SPRINKLER
00
- EXISTING 1/2' PENDENT SPRINKLER
0(9
- EXISTING CONTROL VALVE W/TAMPER SWITCH
•Z
- EXISTING CHECK VALVE
0-0
- EXISTING FLOW SWITCH
%Z FDC
- EXISTING FIRE DEPARTMENT CONNECTION
- - -
- EXISTING SPRINKLER PIPING
- EXISTING SPRINKLER PIPING TO BE REMOVED
�}-
- CONNECT TO EXISTING
- DEMOLISH TO POINT INDICATED
1�
- REVISION REFERENCE
- DETAIL REFERENCE: TOP - DETAIL#,
BOTTOM- DRAWING# SHOWN ON
FLORIDA ADMINISTRATIVE CODE CHAPTER
6 -32 NOTES
1G15
1. THE FIRE PROTECTION r• OF !• K SHALL INCLUDE THE PREPARATION OF
PROTECTION SYSTEM LAYOUT rr (WORKING
PROVIDE EQUIPMENT, r .O ASSEMBLIES ► SUPPORT REQUIRED,
DESCRIBED,
THE FIRE PROTECTION CONTRACTOR SHALL CONDUCT A HYDRANT FLOW TEST AND PERFORM HYDRAULIC
CALCULATIONS FOR PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS (WORKING PLANS).
2. THE FIRE PROTEC11ON DESIGN, CALCULATIONS, ► AND THE ACCEPTANCE TESTING OF
PROTECTION SYSTEM SHALL BE IN ACCORDANCE WITH NFPA 13, 2002 EDITION; NFPA 24, 2002 EDITION;
THE FLORIDA BUILDING rr r THE FLORIDA PREVENTION #► E 2007 EDITION AND ALL LOCAL
CODES REQUIRED B r- ITY HAVING JURISDICTION.
3. AREA OCCUPANCIES r HAZARD CLASSIFICATIONS ARE LISTED IN THE DESIGN CRITERIA NOTE ! r/
THE C09MCT rr
4. THE STRUCTURAL SUPPORTS r OPENINGS FOR THE FIRE PROTECTION BEEN #r•r r
WITH THE STRUCTURAL ENGINEER.
5. ALL SYSTEM CONTROL BE PROVIDED r r INTERFACE WITH THE FACP
ON r #• Y CIRCUIT, ALL FLOW SWITCHES SHALL INTERFACE WITH THE FACP ON THE NAM
• THE FIRE PROTECTION r r. SHALL PREPARE i PROVIDE " PROTECTION #
DOCUMENTS r•. CALCULATIONS.
FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS WITH HYDRAULIC CALCULATIONS SHALL BE SUBMITTED TO THE
• r THE LOCAL FOR ACCEPTANCE .• r• TO PERMITTING.
7. ALL FIRE PROTECTION EQUIPMENT AND COMPONENTS SHALL BE LISTED AND TESTED FOR FIRE PROTECTION
USE. ALL FIRE PROTECTION EQUIPMENT AND COMPONENTS SHALL BE THE U.L LISTED AND FM APPROVED.
8. THE POINT OF SERVICE AND THE WATER SUPPLY CHARACTERISTIC'S FOR THE FIRE PROTECTION SYSTEM IS
SHOWN ON PROTECTION
9. THE WATER SUPPLY FOR THE FIRE PROTECTION O T SHOWN ANY EVIDENCE OF •O
INDUCED CORROSION PROTECTION r r. SHALL NOTIFY ARCHITECT/ENGINEER OF
ANY EVIDENCE OF PROVIDE r TO REDUCE OR ELIMINATE MIC.
r ALL METERING AND BACK FLOW PREVENTION DEVICES SHALL MEET WITH ALL WATER PURVEYORS • #;
GENERAL r
1. FIRE PROTECTION SYSTEM TO COMPLY WITH NFPk-13-AND ALL&PLICA.81LE STATE-CODE:3.
C FINAL INSPECTION AND APPROVAL BY LOCAL r
3. SPRINKLER #• DRAWINGS AND MATERIAL SUBMITTALS SHALL BE r TO THE
ARCHITECT/ENGINEER AND STATE FIRE MARSHAL AND SHALL BE APPROVED PRIOR TO ANY
INSTALLATION.
4. PIPE ROUTING SHOWN RESPONSIBILITY OF # •, #r
TO PROVIDE ANY ADDITIONAL OFFSETS REQUIRED FOR PROPER INSTALLATION AND
COORDINATION WITH OTHER TRADES.
5. PIPING IN AREAS WITH EXPOSED STRUCTURE SHALL BE INSTALLED AS HIGH AS POSSIBLE TO
ALLOW OWNER MAXIMUM USE OF
REFER 6. TO ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING DESCRIPTIONS ANr
7. SPRINKLERS ARE TO BE COORDINATED WITH ALL DIFFUSERS, SPEAKERS, LIGHTING nXTURES
AND CEILING SYSTEMS. SPACING rr BE ACCORDANCE WITH r.
AND THE LISTING OF THE SPRINKLER.
8. SPRINKLER LOCATIONS SHALL BE CENTERED IN THE TILE. PROVIDE ARMOVER OR SWING JOINT
AS REQUIRED.
SPRINKLERS 9. EXPOSED (OBSTRUCTED CONSTRUCTION)
INSTAIIED WITH DEFLECTOR BELOW BOTTOM OF : 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 PROOFING.
PROVIDE 10. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS
WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL OR EXCEED THE
RATING OF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES.
TO ALL VALVES ABOVE / AND
PROVIDE PERMANENTLY ATTACHED NAME TAG TO THE RISER STATING THE REQUIRED DESIGN
CRITERIA FOR HYDRAULICALLY- 1 ► HEADS UNDER
13. PROVIDE SPRINKLERS UNDERNEATH ALL EXPOSED DUCTWORK WHICH IS OVER 48" WIDE AND
SPACE HEADS AROUND ALL OBSTRUC11ONS IN ACCORDANCE WITH NFPA DUCTS 1 INDICATED # r• : REQUIRED ► BE PROVIDED
IN ACCORDANCE WITH NFPA 13. SPRINKLER LOCATIONS UNDER DUCTWORK AND AROUND
OBSTRUCTIONS # • r By FINAL INSTALLED LOCATIONS.
FLOOR 14. PROVIDE SPRINKLERS AT THE TOP AND BOTTOM OF ALL STAIRWELLS AND AT THE LANDING OF
EACH OPENS INTO MORE THAN ONE i
FLOOR. 15. PROVIDE SPRINKLER GUARDS ON ALL HEADS IN ELECTRIC ROOMS, TELEPHONE ROOMS,
ELEVATOR ROOMS, ELEVATOR SHAFTS AND ON ANY HEADS LESS THAN 7'-0* ABOVE THE
16. IF SYSTEM PRESSURE EXCEEDS 1r PSI, ALL HANGERS ON r HEADS IN PENDANT POSITION
SHALL BE WITHIN 12' OF r OF ORD •
17. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) PRIOR
TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY
CIRCUMSTANCES. ANY PIPING RUN OVER El ECTRICAL SHALL BE REROUTED AT NO ADDITIONAL
PROVIDE # SPRINKLER CANOPY r AT SPRINKLERS PER
NFPA #13.
• SPRINKLERS ELEVATOR r EQUIPMENT ROOMS TO INTERMEDIATE
TEMPERATURE 20(TF SPRINKLERS PER NFPA 13.
1 WET BULK SUPPLY r HOSE SUPPLY EXPOSED # THE WEATHER SHALL BE
INSULATED • r PROVIDED
C / 1 MID 1
WATER-BASED THE • PROTECTION DESIGNED IN COMPLIANCE
NFPA 13-2002, F.S. 61G15-32, AND THE STATE OF FLORIDA AGENCY FOR HEALTHCARE
ADMINISTRATION r O
1. THESE DRAWINGS REPRESENT COMPLETE r•I • DESIGN AS REQUIRED rr
FOR STAGE III CONSTRUCTION DOCUMENTS, IN CONJUNCTION
ASSOCIATED HYDRAULIC CALCULATIONS AND A LAYOUT OF # r r
ZY TLC, AND ARE 1 DOCUMENTS IN COMPLIANCE /• r•
•I /1 AND -32.004.
2. SUPPLEMENTAL INFORMATION 1 BEEN PROVIDED TO ASSIST AHCA AND
OTHER AUTHORITIES HAVING JU• ► ► UNDERSTANDING 1 • INTENDED
PERTINENT USE AND PROPOSED PROTECTION OF THE BUILDING PURSUANT TO F.S. 61G15-32.003 (8)
AND AS OUTLINED IN NFPA 13 - A.14.1 AS PRELIMINARY PLANS TO PROVIDE A CLEAR
REPRESENTATION OF THE HAZARD TO BE PROTECTED, THE SYSTEM DESIGN CONCEPT, THE
PROPOSED WATER SUPPLY CONFIGURATION, AND BUILDING CONSTRUCTION INFORMATION
TO THE SYSTEM LAYOUT r#
3. IN ACCORDANCE WITH F.S. 61G15-32.004 (4), INSOFAR AS ADDITIONAL INFORMATION
IS SHOWN DOCUMENTS REQUIRED, RESPONSIBLE
FOR THE TECHNICAL ACCURACY OF THE WORK IN ACCORDANCE WITH APPLICABLE CODES,
STANDARDS AND SOUND ENGINEERING PRINCIPLES.
4. 1' DRAWINGS SHALL BE DEVELOPED r SUBMITTED BY PROTECTION
SUB-CONTRACTOR AS ; ►
A. THE FIRE PROTECTION INSTALLING SUBCONTRACTOR, IN ACCORDANCE WITH THE
RRE PROTECTION ► PROVIDE r DOCUMENTS
OR WORKING PLANS (SHOP DRAWINGS) IN COMPLIANCE WITH F.S.61G15-32.002
► NFPA 13 CHAPTER FOR TLC REVIEW.
B. TLC WILL REVIEW THE SHOP DRAWINGS FOR ACCURACY, DESIGN INTENT AND
► • r # • ► NFPA
LAYOUT C. IF THE DOCUMENTS CONTAIN DEVIATIONS (ANY DEVIATION
FROM DESIGN PARAMETERS ESTABLISHED AND DOCUMENTED IN THESE
REIMBURSE PLANS), THE FIRE PROTECTION SUB-CONTRACTOR SHALL
ENGINEERING FOR REQUIRED TO REVISE THE
ENGINEERING DOCUMENTS AND FOR RESUBMISSION TO AHCA AND OTHER
D. ►r OF rPR 1 SHOP DRAWINGS AND ENGINEERING DOCUMENTS
SHALL BE PROVIDED FOR REQUIRED , r PE
[11110
LEJE,
edward lewis
architects
9024 SW 152 STREET
PALMETTO BAY, FL 33157
PH: (305) 234-0576
EDWARD LEWIS ARCHITECTS, INC.
AAC001678
C. EDWARD LEWIS AR 0009567
N/E/F Eftineor
255 S. Orange Avenue
Suite 1600
Orlando, Florida 32801
Phone: 407 -841 -9050
ENGINEERING Fax: 407 - 540 -0234
FOR ARCHITECTURE WWW.tic- engineers.com
e Copyright 2010 TLC Engineering ftx Architecture, Inc.
EB #0000015 TLC NO:111403
Structural EngMoor
Don C. Bailey, P.E.
Revision
Project Number
10 -036B
Data
MARCH, 2011
Shoot Title
IRE PROTECTION
LEGEND
Drawn bye TLS
Chocked by, JAH
Shoat Number
FP =1
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Don C. Bailey, P.E.
Revision
Project Number
10 -036B
Data
MARCH, 2011
Shoot Title
IRE PROTECTION
LEGEND
Drawn bye TLS
Chocked by, JAH
Shoat Number
FP =1