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9024 SW 152 STREET
PALMETTO BAY, FL 33157
PH: (305) 2340576
EDWARD LEWIS ARCHITECTS, INC.
AAC001678
C. EDWARD LEWIS AR OW9567
255 S. Orange Avenue
Suite 1600
O Undo, Fbn& 32801
Phone: 407- 841 -9050
EN G I N E E R I N G Fax: 407- 540 -0234
FOR ARCHITECTURE rrwi:.tIc- engineemcom
0 Copyright 2010 TLC Engineering forAmhbdure, Inc.
EB 10000015 TLC NO:111355
Stmtwal Eaaaoor
FIRE PROTECTION SPECIFICATIONS
FIRE PROTECTION DATA
Z
FIRE PROTECTION LEGEND
NOTES GENERAL
1.00 -
GENERAL PROVISIONS
THE WATER BASED FIRE PROTECTION SYSTEM HAS BEEN DESIGNED IN COMPLIANCE WITH NFPA 13 -2002, F.S.
SYMBOL DESCRIPTION
-
61G15 -32, AND THE STATE OF FLORIDA AGENCY FOR HEALTHCARE ADMINISTRATION (ACHA) AS FOLLOWS:
1. FIRE PROTECTION SYSTEM TO COMPLY WITH NFPA 13 AND ALL APPLICABLE STA 'E- (;QDES. -
p
r
THESE DRAWINGS ARE COMPLETE SPRINKLER DESIGN DRAWINGS FOR REVIEW BY ACHA FOR
eK9 OR O% - CONTROL VALVE W/TAMPER SWITCH
1.1
PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT FOR A COMPLETE AND PROPERLY
STAGE III CONSTRUCTION DOCUMENTS. THE LAYOUT OF THE PIPING SYSTEM COMPLETED B Y TLC,
IV -CHECK VALVE
2. FINAL INSPECTION AND APPROVAL BY LOCAL FIRE MARSHAL AND ARCHITECT/ENGINEER.
,
OPERATING FIRE PROTECTION SYSTEM.
AND ARE IN COMPLIANCE WITH FLORIDA STATUTE 61G15- 32.003 AND - 32.004.
i
O - FLOW SWITCH
3. SPRINKLER SHOP DRAWINGS AND MATERIAL SUBMITTALS SHALL. BE SUBMITTED TO THE
1.2
CODES AND STANDARDS: THE FIRE SPRINKLER PROTECTION SYSTEMS INSTALLATION,
EXISTING CONDITIONS:
ARCHITECT /ENGINEER AND STATE FIRE MARSHAL AND SHALL BE APPROVED PRIOR TO ANY
FLUSHING AND TESTING SHALL COMPLY WITH THE REQUIREMENTS OF NFPA 13
AND ALL LOCAL CODES HAVING JURISDICTION.
THE EXISTING FIRE PROTECTION SYSTEM IS A WET SYSTEM DESIGNED AND CALCULATED TO LIGHT HAZARD
'%e FDC - FIRE DEPARTMENT CONNECTION
INSTALLATION.
AND ORDINARY HAZARD GROUP 1 CLASSIFICATIONS.
ea PIV - POST INDICATOR VALVE W/TAMPER SWITCH
r
•
4. PIPE ROUTING SHOWN IS SCHEMATIC ONLY. R IS THE RESPONSIBILITY OF THIS CONTRACTOR
1.3
PIPE THREAD PATTERN: ALL THREADS SHALL. BE IN ACCORDANCE WITH LOCAL FIRE
•
=FVC - FIRE VALVE CABINET
TO PROVIDE ANY ADDITIONAL OFFSETS REQUIRED FOR PROPER INSTALLATION AND
x
DEPARTMENT SPECIFICATIONS AND NFPA 1963, 1998 REVISION.
ENTIRE BUILDING (EXCEPT AS NOTED)
ON FDV - STANDPIPE WITH FIRE DEPARTMENT VALVE
COORDINATION WITH OTHER TRADES.
1.4
UL /FM APPROVAL ALL EQUIPMENT, VALVES, COUPLINGS, HANGERS AND DEVICES SHALL
OCCUPANCY CLASSIFICATION: LIGHT HAZARD
SYSTEM TYPE: WET PIPE
00-*& - SPRINKLER AND DRAIN RISER
5. PIPING IN AREAS WITH EXPOSED STRUCTURE SHALL BE INSTALLED AS HIGH AS POSSIBLE TO
BE APPROVED BY UNDERWRITERS' LABORATORY (UL) OR FACTORY MUTUAL (FM) FOR
DESIGN DENSITY: ,10 GPM /SQ. FL
r
- - BACKFLOW PREVENTOR W/TAMPER SWITCHES
ALLOW THE OWNER MAXIMUM USE OF THE SPADE.
USE IN FIRE PROTECTION SERVICE.
HYDRAULIC C REMOTE AREA: 1,500 SQ. FT,
0
SPRINKLER ORIFICE SIZE: 1/2'
- ROOF MANIFOLD
6. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING DESCRIPTIONS AND
1.5
U CENSURE: THE FIRE PROTECTION SYSTEMS SHALL BE INSTALLED BY A STATE OF
FLORIDA CERTIFIED FIRE PROTECTION CONTRACTOR.
DURATION OF SUPPLY: 30 MIN.
O - HYDRAULIC REFERENCE NODE
HEIGHTS.
MAXIMUM COVERAGE /SPRINKLER HEAD: 225 SQ. FT.
HOSE STREAM ALLOWANCE 100 GPM
- NEW SPRINKLER PIPING
7. SPRINKLERS ARE TO BE COORDINATED WITH ALL DIFFUSERS, SPEAKERS, LIGHTING FIXTURES
1.6
Ali FIRE PROTECTION WORK SHALL. BE DONE IN A NEAT AND WORKMAN -LIKE MANNER.
AND CEILING SYSTEMS. SPACING OF SPRINKLERS SHALL BE IN ACCORDANCE WITH NFPA 13
STORAGE. MECHANICAL AND ELECTRICAL ROOMS:
F.C. I- - FLUSHING CONNECTION
AND THE LISTING OF THE SPRINKLER.
1.7
CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND FEES, ETC., REQUIRED
FOR THE EXECUTION OF THIS WORK.
OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP 1
SYSTEM TYPE WET PIPE
0 - EXISTING y2' UPRIGHT SPRINKLER
8. SPRINKLER LOCATIONS SHALL BE CENTERED IN THE TILE PROVIDE ARMOVER OR SWING JOINT
1.8
CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES BEFORE
DESIGN DENSITY: .15 GPM /SQ. FT.
HYDRAULIC REMOTE AREA: 1,500 SQ. FT,
- EXISTING y2" PENDENT SPRINKLER
AS REQUIRED.
FABRICATION OR INSTALLATION. OFFSETS AND /OR TRANSITIONS REQUIRED SHALL BE
SPRINKLER ORIFICE SIZE 1/2'
a� - EXISTING CONTROL VALVE W/TAMPER SWITCH
9. SPRINKLERS IN AREAS WITH EXPOSED STRUCTURE (OBSTRUCTED CONSTRUCTION) SHALL BE
PROVIDED WITHOUT ADDITIONAL. COST. CONTRACTOR SHALL COORDINATE AND INSTALL
DURATION OF SUPPLY 60 - 90 MIN.
INSTALLED WITH DEFLECTOR 1' BELOW THE BOTTOM OF THE BEAM (MAXIMUM 22' BELOW
WORK IN A TIMELY MANNER TO PREVENT DELAYS IN THE CONSTRUCTION.
MAXIMUM COVERAGE /SPRINKLER HEAD: 130 SQ. FT.
- EXISTING CHECK VALVE
ROOF DECK). EXPOSED BAR JOISTS THAT HAVE SPRAY-ON FIRE PROOFING THAT MAKES THE
1.9
CONTRACTOR SHALL. BE RESPONSIBLE TO REPAIR OR REPLACE DAMAGED EQUIPMENT
HOSE STREAM ALLOWANCE 250 GPM
0-0 - EXISTING FLOW SWITCH
JOIST SOLID SHALL BE TREATED LIKE A BEAM WITH THE SPRINKLERS 1' BELOW THE BOTTOM
OF THE FIRE PROOFING.
AND /OR MATERIAL
DESIGN CRITERIA:
"� F00 - EXISTING FIRE DEPARTMENT CONNECTION
1.10
PIPING SHOP DRAWINGS: SUBMIT 1/8' SCALE PIPING SHOP DRAWINGS. SHOP DRAWINGS
THE FOLLOWING PUBLICATIONS SHALL BE USED AS A REFERENCE FOR
DESIGN OF THE FIRE SUPPRESSION SYSTEM ON THIS PROJECT.
- EXISTING SPRINKLER PIPING
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
SHALL INCLUDE SPRINKLER PIPING CUT LENGTHS, OFFSETS, FITTINGS AND DEVICES,
**x*- c*x - EXISTING SPRINKLER PIPING TO BE REMOVED
RATING OF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES.
ELEVATIONS, HANGER LOCATIONS, SPRINKLER HEAD COUNT BY TYPE, ELEVATION
1. NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS 2002 EDITION
pp__��
SECTIONS AND OTHER INSTALLATION INFORMATION. SUBMIT HYDRAULIC CALCULATIONS
C7 - CONNECT TO EXISTING
11. PROVIDE ACCESS PANELS TO ALL VALVES ABOVE NON- ACCESSIBLE CEILINGS AND CHASES.
PROVING THE VIABILITY OF THE MOST HYDRAULICALLY REMOTE AREAS OF THE PROJECT.
�--- - DEMOLISH TO POINT INDICATED
INDICATE HYDRAULIC REFERENCE POINTS AND SUBMIT COMPUTER ANALYZED NODAL
�
12. PROVIDE A PERMANENTLY ATTACHED NAME TAG TO THE RISER STATING THE REQUIRED DESIGN
CALCULATIONS IN BOTH TABULAR AND GRAPHICAL FORMATS. HYDRAULIC IMBALANCE
SHALL NOT EXCEED 0.01 GPM AT ANY NODE, AND WATER VELOCITY SHALL NOT EXCEED
FIRE PROTECTION DETAILS
/ ' t - REVISION REFERENCE
CRITERIA FOR EACH HYDRAULICALLY DESIGNED SYSTEM.
20 FEET PER SECOND. DEMONSTRATE COMPLIANCE WITH THE REQUIREMENTS OF NFPA-
13 REGARDING DENSITY, AREA OF APPLICATION, SELECTION OF HYDRAULICALLY REMOTE
t - DETAIL REFERENCE: TOP- DETAIL #,
13. PROVIDE SPRINKLERS UNDERNEATH ALL EXPOSED DUCTWORK WHICH IS OVER 48" WIDE AND
AREAS, AND MAXIMUM COVERAGE PER SPRINKLER.
BOTTOM- DRAWING# SHOWN ON
SPACE HEADS AROUND ALL OBSTRUCTIONS IN ACCORDANCE WITH NFPA 13. HEADS UNDER
DUCTS ARE NOT INDICATED ON THE DRAWINGS BUT ARE REQUIRED AND SHALL BE PROVIDED
1,11
COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES PRIOR TO INSTALLATION.
ROUTE ALL PIPING TO AVOID DUCTWORK, PIPING, AND BUILDING STRUCTURE.
ST
IN ACCORDANCE WITH NFPA 13. SPRINKLER LOCATIONS UNDER DUCTWORK AND AROUND
OBSTRUCTIONS SHALL BE GOVERNED BY FINAL INSTALLED LOCATIONS.
NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT
14, PROVIDE SPRINKLERS AT THE TOP AND BOTTOM OF ALL STAIRWELLS AND AT THE LANDING OF
EACH FLOOR THAT OPENS INTO MORE THAN ONE FIRE ZONE.
FIRE SPRINKLER LE
LEGEND
2.00 -
BASIC MATERIALS AND METHODS
a
a ° 4 a ° ° c
15. PROVIDE SPRINKLER GUARDS ON ALL HEADS IN ELECTRIC ROOMS, ,
TELEPHONE ROOMS
2.1
GENERAL ONLY THE FOLLOWING MATERIALS DESIGNED FOR 175 PSIG CWP SHALL BE
° a
" a 4 a a
SYMBOL
ORF
TEMP
RESPONSE
K -FAC
FINISH
MODEL
STYLE
PLATE
MFG.
ELEVATOR ROOMS ELEVATOR SHAFTS AND ON ANY HEADS LESS THAN 7' -0' ABOVE THE
'
•
r/i
155'
QUICK
5.62
CHROME
F1FR
RECESSED
CHROME
RELIABLE
USED FOR FIRE PROTECTION PIPING UNLESS SPECIFICALLY INDICATED OTHERWISE. ALL
Q 4
FLOOR
PIPING MATERIALS SHALL HAVE A CORROSION RESISTANCE RATING (CCR) OF 1.0 OR
a a ® 4 4
i6, IF SYSTEM PRESSURE EXCEEDS 100 PSI, ALL HANGERS ON END HEADS IN PENDANT POSITION
�.; ��
-
-
EXISTING
-
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
GREATER.
SWILL BE WITHIN 12' OF END OF LINE IN ACCORDANCE WITH NFPA 13.
2.2
PIPE: 2 INCH OR SMALLER PIPE, AND ALL THREADED PIPING SHALL BE BLACK STEEL,
SCHEDULE 40, ASTM A-53. 2 -1/2 INCH AND LARGER PIPE MAY BE BLACK STEEL, SCHEDULE
17, COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) PRIOR
10, ASTM A -135.
CONCRETE FASTENER
TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY
(U.L LISTED OR F.M. APPROVED)
CIRCUMSTANCES. ANY PIPING RUN OVER ELECTRICAL SHALL BE REROUTED AT NO ADDITIONAL
2,3
FITTINGS: SCHEDULE 40 BLACK STEEL PIPE SWILL. BE JOINED BY MECHANICAL
COST.
COUPLINGS, THREADED OR WELDED FIRINGS; SCHEDULE 10 BLACK STEEL PIPE SHALL
BE JOINED BY ROLLED GROOVE COUPLINGS OR WELDED FITTINGS ONLY. WELDED
18. PROVIDE 20 -GAUGE STEEL SPRINKLER CANOPY SHIELD AT SPRINKLERS IN TRASH CHUTE PER
BRANCH CONNECTIONS WHICH ARE AT LEAST 2 NOMINAL PIPE SIZES SMALLER THAN THE
ALL THREAD ROD
NFPA 113.
MAINS ARE PERMITTED. THREADED FITTINGS ARE ACCEPTABLE ONLY FOR PIPING 2 INCHES
AND SMALLER.
19. SPRINKLERS IN ELEVATOR SHAFTS AND EQUIPMENT ROOMS ARE TO BE INTERMEDIATE
TEMPERATURE 200TF SPRINKLERS PER NFPA 13.
2.4
HANGERS: ALL HANGER SPACING SHALL COMPLY WITH THE REQUIREMENTS OF NFPA -13.
20. WET BULK SUPPLY MAINS AND HOSE SUPPLY MAINS EXPOSED TO THE WEATHER SHALL. BE
2.5
SPRINKLER HEAD LOCATION: INSTALL SPRINKLER HEADS IN THE CENTER OF THE CEILING
INSULATED AND PROVIDED WITH AN ALUMINUM JACKET.
TILES FOR SUSPENDED CEILING APPLICATIONS.
2.6
SPRINKLER CAGE GUARD: PROVIDE HEAD GUARDS ON ALL HEADS IN ELECTRICAL ROOMS
AND ON ALL HEADS LESS THAN 7' -O' ABOVE FINISHED FLOOR.
GENERAL FIRE PROTECTION NOTES FOR
2.7
GAUGES: PROVIDE GAUGES AND GAUGE VALVES AS REQUIRED BY NFPA 13. GAUGE
SCALE SHALL BE 0 -300 PSI UNLESS OTHERWISE INDICATED.
PIPE HANGER RING
FLORIDA HEALTHCARE PROJ. (STAGE III:
2.8
ACCESS PANELS: PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE
(U.L. LISTED OR F.M. APPROVED)
NON- ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES.
SPRINKLER SYSTEM TESTS: ABOVE GROUND GROUND PIPING SYSTEMS SHALL BE
THE WATER-BASED FIRE PROTECTION SYSTEM HAS BEEN DESIGNED IN COMPLIANCE WITH
TESTED, FOR A PERIOD OF 2 HOURS. THE TEST PRESSURE SHALL BE READ FROM A GAUGE
NFPA 13 -2002, F.S. 61G15 -32, AND THE STATE OF FLORIDA AGENCY FOR HEALTHCARE
LOCATED AT THE LOW ELEVATION POINT OF THE INDIVIDUAL SYSTEM OR PORTION OF THE
ADMINISTRATION (AHCA) AS FOLLOWS:
SYSTEM BEING TESTED. THE SPRINKLER PIPING SHALL NOT HAVE ANY LEAKS. REPAIR LEAKING
JOINTS AND RETEST AS NECESSARY UNTIL ALL SYSTEMS HAVE BEEN TESTED.
HANGER - CONCRETE
1
FLORIDA ADMINISTRATIVE CODE CHAPTER
1. THESE DRAWINGS REPRESENT A COMPU=TE SPRINKLER DESIGN AS REQUIRED FOR
REVIEW BY AHCA FOR STAGE III CONSTRUCTION DOCUMENTS, IN CONJUNCTION WITH
3.00
FIRE PROTECTION
NO Scale
61G15 NOTES
ASSOCIATED HYDRAULIC CALCULATIONS AND A LAYOUT OF THE PIPING SYSTEM COMPLETED
-
VALVES AND ACCESSORIES
-32
BY TLC, AND ARE THE COMPLETE ENGINEERING DOCUMENTS IN COMPLIANCE WITH FLORIDA
STATUTE 61G15 -32.003 AND - 32.004.
3,1
QUICK RESPONSE SEMI - RECESSED SPRINKLERS: SPRINKLER HEADS SHILL BE
2. SUPPLEMENTAL INFORMATION HAS ALSO BEEN PROVIDED HEREIN TO ASSIST AHCA AND
MANUFACTURED WITH PENDANT DEFLECTOR FOR INSTALLATION BELOW THE BRANCH LINE
1,
THE FIRE PROTECTION SYSTEM SCOPE OF WORK SHALL INCLUDE THE PREPARATION OF THE FIRE
OTHER AUTHORITIES HAVING JURISDICTION (AHJ) IN UNDERSTANDING THE OWNER'S INTENDED
PROTECTION SYSTEM LAYOUT DOCUMENTS (WORKING PLANS).
USE AND PROPOSED PROTECTION OF THE BUILDING PURSUANT TO F.S. 61G15- 32.003 (8}
PROVIDE ALL EQUIPMENT, MATERIALS, COMPONENTS, ASSEMBLIES AND SUPPORT SYSTEMS REQUIRED, AS
AND AS OUTLINED IN NFPA 13 - A14.1 AS PRELIMINARY PLANS TO PROVIDE A CLEAR
REPRESENTATION OF THE HAZARD TO BE PROTECTED, THE SYSTEM DESIGN CONCEPT, THE
' "
1 90' ELL 1 gp� ELL
DESCRIBED, IN NFPA 1
C
FIRE PROTECTION C ONTRACTOR SHALL CONDUCT A HYDRANT FLOW TEST AND PERFORM
PROPOSED WATER SUPPLY CONFIGURATION, AND BUILDING CONSTRUCTION INFORMATION
.HYDRAULIC
CALCULATIONS FOR PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS (WORKING PLANS).
PERTINENT TO THE SYSTEM LAYOUT AND DETAILING.
3. IN ACCORDANCE WITH F.S. 61G15 -32.004 (4), INSOFAR AS ADDITIONAL INFORMATION
2.
THE FIRE PROTECTION DESIGN, CALCULATIONS, INSTALLATION AND THE ACCEPTANCE TESTING OF THE FIRE
IS SHOWN IN THESE ENGINEERING DOCUMENTS THAN IS REQUIRED, TLC IS RESPONSIBLE
FOR THE TECHNICAL ACCURACY OF THE WORK IN ACCORDANCE WITH APPLICABLE CODES,
PROTECTION SYSTEM SHAM BE IN ACCORDANCE WITH NFPA 13, 2002 EDITION; NFPA 24, 2002 EDITION;
STANDARDS AND SOUND ENGINEERING PRINCIPLES.
THE FLORIDA BUILDING CODE AND THE FLORIDA FIRE PREVENTION CODE 2007 EDITION AND ALL LOCAL
CODES REQUIRED BY THE AUTHORITY HAVING JURISDICTION.
4. SHOP DRAWINGS SHALL. BE DEVELOPED AND SUBMITTED BY THE FIRE PROTECTION
SUB- CONTRACTOR AS FOLLOWS:
3.
AREA OCCUPANCIES AND HAZARD CLASSIFICATIONS ARE LISTED IN THE DESIGN CRITERIA NOTE LOCATED ON
A THE FIRE PROTECTION INSTAWNG SUBCONTRACTOR, IN ACCORDANCE WITH THE
'-BRANCH LINE
THE CONTRACT DOCUMENTS.
FIRE PROTECTION SPECIFICATION SECTIONS, MUST PROVIDE LAYOUT DOCUMENTS
OR WORKING PLANS (SHOP DRAWINGS) IN COMPLIANCE WITH F.S.61G15- 32.002
1x' /2 REDUCER
4.
THE STRUCTURAL SUPPORTS AND OPENINGS FOR THE FIRE PROTECTION SYSTEM HAVE BEEN COORDINATED
AND NFPA 13 CHAPTER 14 FOR TLC REVIEW.
1' DROP
WITH THE STRUCTURAL ENGINEER.
B. TLC WILL REVIEW THE SHOP DRAWINGS FOR ACCURACY, DESIGN INTENT AND
COMPLIANCE WITH THE REQUIREMENTS OF F.S. 61G15 AND NFPA 13.
G
CEILING
5.
ALL SYSTEM CONTROL VALVES SHALL BE PROVIDED WITH TAMPER SWITCHES AND INTERFACE WITH THE FRCP
C. IF THE LAYOUT DOCUMENTS CONTAIN MATERIAL DEVIATIONS (ANY DEVIATION
ON THE SUPERVISORY CIRCUIT, ALL FLOW SWITCHES SWILL INTERFACE WITH THE FRCP ON THE ALARM
FROM THE DESIGN PARAMETERS ESTABLISHED AND DOCUMENTED IN THESE
PLANS), THE FIRE PROTECTION SUB - CONTRACTOR SHALL REIMBURSE TLC
CIRCUIT.
ENGINEERING FOR ALL ENGINEERING FEES REQUIRED TO REVISE THE
6.
THE FIRE PROTECTION CONTRACTOR SHALL PREPARE AND PROVIDE FIRE PROTECTION SYSTEM LAYOUT
ENGINEERING DOCUMENTS AND FOR RESUBMISSION TO AHCA AND OTHER AHJ'S.
DOCUMENTS WITH HYDRAULIC CALCULATIONS.
D. A COPY OF THE APPROVED SHOP DRAWINGS AND ENGINEERING DOCUMENTS
FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS WITH HYDRAULIC CALCULATIONS SHALL BE SUBMITTED TO THE
SHALL BE PROVIDED FOR AHJ REVIEW AS REQUIRED FOR PERMITS.
ARCHITECT /ENGINEER AND THE LOCAL.. AHJ FOR ACCEPTANCE PRIOR TO PERMITTING.
SPRINKLER HEAD
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 THE FIRE PROTECTION SITE PLAN.
FIRE PROTECTION DRAWING INDEX
9.
THE WATER SUPPLY FOR THE FIRE PROTECTION SYSTEM HAS NOT SHOWN ANY EVIDENCE OF MICROBIAL
SHE
QCPTION
ISSUED
INDUCED CORROSION (MIC). THE FIRE PROTECTION CONTRACTOR SHALL NOTIFY THE ARCHITECT /ENGINEER OF
ANY EVIDENCE OF MIC AND PROVIDE NECESSARY WATER TREATMENT AS NEED TO REDUCE OR ELIMINATE MIC.
RETURN BEND
10.
ALL METERING AND BACK FLOW PREVENTION DEVICES SHALL MEET WITH ALL WATER PURVEYORS REQUIREMENTS,
FP 1
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FP-2
FIRST FLOOR -`)) PROTECTION �� `.(1}�T L E
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• •
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9024 SW 152 STREET
PALMETTO BAY, FL 33157
PH: (305) 2340576
EDWARD LEWIS ARCHITECTS, INC.
AAC001678
C. EDWARD LEWIS AR OW9567
255 S. Orange Avenue
Suite 1600
O Undo, Fbn& 32801
Phone: 407- 841 -9050
EN G I N E E R I N G Fax: 407- 540 -0234
FOR ARCHITECTURE rrwi:.tIc- engineemcom
0 Copyright 2010 TLC Engineering forAmhbdure, Inc.
EB 10000015 TLC NO:111355
Stmtwal Eaaaoor
Seal
,Q0016119giley, P.E.
��. • d� 4!�4,,J35067
.••. *:
5067
STATE
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Date
MARCH, 2011
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