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11-233-021Y MENE• • a 0 0 cif U 0 N a� 0 0 CL Lt_ a q LLJ I Q C.J T 6 Q� P U) U) 0 CL U v� N U LO 0 I N / __J MEN FIRE PROTECTION SPECIFICATIONS 1.00 - GENERAL PROVISIONS 1.1 PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT FOR A COMPLETE AND PROPERLY OPERATING FIRE PROTECTION SYSTEM. 1.2 CODES AND STANDARDS: THE FIRE SPRINKLER PROTECTION SYSTEMS INSTALLATION, FLUSHING AND TESTING SHALL COMPLY WITH THE REQUIREMENTS OF NFPA 13, AND 24 AND ALL LOCAL CODES HAVING JURISDICTION. 1.3 PIPE THREAD PATTERN: ALL THREADS SHALL BE IN ACCORDANCE WITH LOCAL FIRE DEPARTMENT SPECIFICATIONS AND NFPA 1963, 199E REVISION, 1.4 UL /FM APPROVAL: ALL EQUIPMENT, VALVES, COUPLINGS, HANGERS AND DEVICES SHALL BE APPROVED BY UNDERWRITERS' LABORATORY (UL) OR FACTORY MUTUAL (FM) FOR USE IN FIRE PROTECTION SERVICE. 1.5 LICENSURE: THE FIRE PROTECTION SYSTEMS SHALL BE INSTALLED BY A STATE OF FLORIDA CERTIFIED FIRE PROTECTION CONTRACTOR. 1.6 ALL FIRE PROTECTION WORK SHALL BE DONE IN A NEAT AND WORKMAN -LIKE MANNER. 1.7 CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND FEES, ETC., REQUIRED FOR THE EXECUTION OF THIS WORK. 1.8 CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES BEFORE FABRICATION OR INSTALLATION. OFFSETS AND /OR TRANSITIONS REQUIRED SHALL BE PROVIDED WITHOUT ADDITIONAL COST. CONTRACTOR SHALL COORDINATE AND INSTALL WORK IN A TIMELY MANNER TO PREVENT DELAYS IN THE CONSTRUCTION. 1.9 CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE DAMAGED EQUIPMENT AND /OR MATERIAL. 1.10 PIPING SHOP DRAWINGS: SUBMIT 1/8" SCALE PIPING SHOP DRAWINGS, SHOP DRAWINGS SHALL INCLUDE SPRINKLER PIPING CUT LENGTHS, OFFSETS, FITTINGS AND DEVICES, ELEVATIONS, HANGER LOCATIONS, SPRINKLER HEAD COUNT BY TYPE, ELEVATION SECTIONS AND OTHER INSTALLATION INFORMATION. SUBMIT HYDRAULIC CALCULATIONS PROVING THE VIABILITY OF THE MOST HYDRAULICALLY - REMOTE AREAS OF THE PROJECT. INDICATE HYDRAULIC REFERENCE POINTS AND SUBMIT COMPUTER ANALYZED NODAL CALCULATIONS IN BOTH TABULAR AND GRAPHICAL FORMATS, HYDRAULIC IMBALANCE SHALL NOT EXCEED 0.01 GPM AT ANY NODE, AND WATER VELOCITY SHALL NOT EXCEED 20 FEET PER SECOND, DEMONSTRATE COMPLIANCE WITH THE REQUIREMENTS OF NFPA- 13 REGARDING DENSITY, AREA OF APPLICATION, SELECTION OF HYDRAULICALLY - REMOTE AREAS, AND MAXIMUM COVERAGE PER SPRINKLER. 1.11 COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES PRIOR TO INSTALLATION. ROUTE ALL PIPING TO AVOID DUCTWORK, PIPING, AND BUILDING STRUCTURE. 2.00 - BASIC MATERIALS AND METHODS 2.1 GENERAL: ONLY THE FOLLOWING MATERIALS DESIGNED FOR 175 PSIG CWP SHALL BE USED FOR FIRE PROTECTION PIPING UNLESS SPECIFICALLY INDICATED OTHERWISE. ALL PIPING MATERIALS SHALL HAVE A CORROSION RESISTANCE RATING (CCR) OF 1.0 OR GREATER. 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 10, ASTM A-135. 2.3 FITTINGS: SCHEDULE 40 BLACK STEEL PIPE SHALL BE JOINED BY MECHANICAL COUPLINGS, THREADED OR WELDED FITTINGS; SCHEDULE 10 BLACK STEEL PIPE SHALL BE JOINED BY ROLLED GROOVE COUPLINGS OR WELDED FITTINGS ONLY. WELDED BRANCH CONNECTIONS WHICH ARE AT LEAST 2 NOMINAL PIPE SIZES SMALLER THAN THE MAINS ARE PERMITTED. THREADED FITTINGS ARE ACCEPTABLE ONLY FOR PIPING 2 INCHES AND SMALLER. 2.4 HANGERS: ALL HANGER SPACING SHALL COMPLY WITH THE REQUIREMENTS OF NFPA-13. 2.5 SPRINKLER HEAD LOCATION: INSTALL SPRINKLER HEADS IN THE CENTER OF THE CEILING 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' -0" ABOVE FINISHED 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 ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON- ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 2.9 HYDROSTATIC TESTS: ABOVE GROUND AND BELOW GROUND PIPING SYSTEMS SHALL BE HYDROSTATICALLY TESTED AT NOT LESS THAN 200 PSI PRESSURE, OR AT 50 PSI IN EXCESS OF THE MAXIMUM PRESSURE, WHICHEVER IS GREATER, 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 HAVE LEAKAGE EXCEEDING THE AMOUNTS SPECIFIED IN NFPA 24. LEAKAGE QUANTITIES SHALL BE DETERMINED BY PUMPING AT THE SPECIFIED TEST PRESSURE FROM A CALIBRATED CONTAINER. REPAIR LEAKING JOINTS AND RETEST AS NECESSARY UNTIL ALL SYSTEMS HAVE BEEN TESTED. TEST THE PIPING BETWEEN THE CHECK VALVE IN THE FIRE DEPARTMENT INLET PIPE AND THE OUTSIDE CONNECTION THE SAME AS THE BALANCE OF THE SYSTEM. 3.00 FIRE PROTECTION VALVES AND ACCESSORIES 3.1 QUICK - RESPONSE UPRIGHT SPRINKLERS: SPRINKLER HEADS SHALL BE MANUFACTURED WITH UPRIGHT DEFLECTORS FOR INSTALLATION ABOVE THE BRANCH LINE. 3.2 QUICK RESPONSE SEMI - RECESSED SPRINKLERS: SPRINKLER HEADS SHALL BE MANUFACTURED WITH PENDANT DEFLECTOR FOR INSTALLATION BELOW THE BRANCH LINE. 3.3 QUICK - RESPONSE CONCEALED SPRINKLERS: SPRINKLER HEADS SHALL BE MANUFACTURED WITH PENDANT DEFLECTOR FOR INSTALLATION BELOW THE BRANCH LINE. 3.4 SPRINKLER CAGE GUARD: PROVIDE SPRINKLER HEAD OPEN -WIRE CAGE GUARD TO PROTECT HEADS FROM INJURY. CAGE WIRE SHALL BE CADMIUM -PLATED STEEL. FIRE PROTECTION DATA EXISTING CONDITIONS: THE EXISTING FIRE PROTECTION SYSTEM IS A WET SYSTEM DESIGNED AND CALCULATED TO LIGHT HAZARD AND ORDINARY HAZARD GROUP 1 CLASSIFICATIONS. ENTIRE BUILDING (EXCEPT AS NOTED) OCCUPANCY CLASSIFICATION: SYSTEM TYPE: DESIGN DENSITY: HYDRAULIC REMOTE AREA: SPRINKLER ORIFICE SIZE: LIGHT HAZARD DURATION OF SUPPLY: WET PIPE MAXIMUM COVERAGE /SPRINKLER HEAD: ,10 GPM /SQ. FT. HOSE STREAM ALLOWANCE: 1,500 SQ. FT. STORAGE, MECHANICAL AND ELECTRICAL ROOMS: 1/2" 30 MIN, OCCUPANCY CLASSIFICATION: 225 SQ. FT. SYSTEM TYPE: 100 GPM DESIGN DENSITY: HYDRAULIC REMOTE AREA: SPRINKLER ORIFICE SIZE: ORDINARY HAZARD GROUP I DURATION OF SUPPLY: WET PIPE MAXIMUM COVERAGE /SPRINKLER HEAD: 15 GPM /SQ, FT. HOSE STREAM ALLOWANCE: 1,500 SQ. FT. DESIGN CRITERIA: 1/2" 60 - 90 MIN. THE FOLLOWING PUBLICATIONS SHALL BE USED AS A REFERMMFFT. DESIGN OF THE FIRE SUPPRESSION SYSTEM ON THIS PROJEC250 GPM 1. NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS 2002 EDITION A FLOW TEST WAS NOT FURNISHED AND IS NOT APPLICABLE SINCE HYDRAULIC CALCULATIONS ARE NOT NECESSARY. THE PROJECT AREA IS NOT THE MOST HYDRAULICALLY DEMANDING AREA OF THE BUILDING AND THE MINOR RENOVATION WILL NOT EFFECTIVELY CHANGE THE EXISTING HYDRAULIC CHARACTERISTICS OF THE EXISTING SYSTEM. FIRE PROTECTION DETAILS n' a v - a A qa a q © v <t / < a © Q q' HANGER - CONCRETE No Scale RETURN BEND No Scale 1" �- CONCRETE FASTENER (U.L, LISTED OR F.M. APPROVED) ALL THREAD ROD PIPE HANGER RING (U.L. LISTED OR F.M. APPROVED) I " 90' ELL BRANCH LINE 1x/2 REDUCER CEILING ••r• ••• • • •u +•• r•« r+• ♦ " 4 r C a U W FIRE PROTECTION LEGEND Heery Inte� national Inc. GENERAL NOTES 811 Ponces De Leon Blvd. W W W V M W V !! W s V '♦ • SYMBOL DESCRIPTION TEL: (305) 441 -1556 •• 1. + r r e s r CODES. http: / /www.s- architects.com N - CHECK VALVE 2. FINAL INSPECTION AND APPROVAL BY LOCAL FIRE MARSHAL AND ARCHITECT /ENGINEER. http: / /www.HI ery.com 0-0 - FLOW SWITCH 3. SPRINKLER SHOP DRAWINGS AND MATERIAL SUBMITTALS 'SHALL BE SUBMITTED TO THE M 0002293 '.t FDC - FIRE DEPARTMENT CONNECTION ARCHITECT /ENGINEER AND STATE FIRE MARSHAL AND SHALL BE APPROVED PRIOR TO ANY Ee 0005176 alb PIV - POST INDICATOR VALVE W /TAMPER SWITCH INSTALLATION. Project Number FIRE PROTECTION LEGEND Heery Inte� national Inc. GENERAL NOTES 811 Ponces De Leon Blvd. W W W V M W V !! W s V '♦ • SYMBOL DESCRIPTION TEL: (305) 441 -1556 1. FIRE PROTECTION SYSTEM TO COMPLY WITH NFPA 13, , 4, 20, 24 AND ALL APPLICABLE STATE FAX (305) 445 -2374 ¢� OR va - CONTROL VALVE W /TAMPER SWITCH CODES. http: / /www.s- architects.com N - CHECK VALVE 2. FINAL INSPECTION AND APPROVAL BY LOCAL FIRE MARSHAL AND ARCHITECT /ENGINEER. http: / /www.HI ery.com 0-0 - FLOW SWITCH 3. SPRINKLER SHOP DRAWINGS AND MATERIAL SUBMITTALS 'SHALL BE SUBMITTED TO THE M 0002293 '.t FDC - FIRE DEPARTMENT CONNECTION ARCHITECT /ENGINEER AND STATE FIRE MARSHAL AND SHALL BE APPROVED PRIOR TO ANY Ee 0005176 alb PIV - POST INDICATOR VALVE W /TAMPER SWITCH INSTALLATION. Project Number JMFVC - FIRE VALVE CABINET 4, PIPE ROUTING SHOWN IS SCHEMATIC ONLY. IT IS THE RESPONSIBILITY OF THIS CONTRACTOR 1022901 TO PROVIDE ANY ADDITIONAL OFFSETS REQUIRED FOR PROPER INSTALLATION AND OW FDV - STANDPIPE WITH FIRE DEPARTMENT VALVE COORDINATION WITH OTHER TRADES. - SPRINKLER AND DRAIN RISER 5. PIPING IN AREAS WITH EXPOSED STRUCTURE SHALL BE ,,INSTALLED AS HIGH AS POSSIBLE TO cV o E C) Chi O Lo 0 -C-k-43- - BACKFLOW PREVENTOR W /TAMPER SWITCHES W ALLOW THE OWNER MAXIMUM USE OF THE SPACE. - ROOF MANIFOLD 6. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING DESCRIPTIONS AND O - HYDRAULIC REFERENCE NODE HEIGHTS. - NEW SPRINKLER PIPING 7. SPRINKLERS ARE TO BE COORDINATED WITH ALL DIFFUSERS, SPEAKERS, LIGHTING FIXTURES F.C. I- - FLUSHING CONNECTION J AND CEILING SYSTEMS. SPACING OF SPRINKLERS SHALL 8E IN ACCORDANCE WITH NFPA 13 W Z AND THE LISTING OF THE SPRINKLER. _ •Cw N O Wr Q u� - EXISTING 1/2" UPRIGHT SPRINKLER C R a E. SPRINKLER LOCATIONS SHALL BE CENTERED IN THE TILE. PROVIDE ARMOVER OR SWING JOINT O - EXISTING ' /2" RECESSED SPRINKLER AS REQUIRED. �� - EXISTING t/2 CONCEALED SPRINKLER 9• SPRINKLERS IN AREAS WITH EXPOSED STRUCTURE (OBSTRUCTED CONSTRUCTION) SHALL BE IKE - EXISTING CONTROL VALVE W /TAMPER SWITCH INSTALLED WITH DEFLECTOR 1" BELOW THE BOTTOM OF 'THE BEAM (MAXIMUM 22" BELOW W U Z - EXISTING CHECK VALVE 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 Q O - EXISTING FLOW SWITCH W OF THE FIRE PROOFING. `2 FDC - EXISTING FIRE DEPARTMENT CONNECTION M W 10, SLEEVE AND /OR FIRESTOP ALL PENETRATIONS THROUGH' RATED WALLS, CEILINGS, AND FLOORS W - -- -- - EXISTING SPRINKLER PIPING WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL OR EXCEED THE LL X*x�x_X_x - EXISTING SPRINKLER PIPING TO BE REMOVED RATING OF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES. �- - CONNECT TO EXISTING 11. PROVIDE ACCESS PANELS TO ALL VALVES ABOVE NON- ACCESSIBLE CEILINGS AND CHASES. �- - DEMOLISH TO POINT INDICATED 12, PROVIDE A PERMANENTLY ATTACHED NAME TAG TO THE RISER STATING THE REQUIRED DESIGN G - REVISION REFERENCE CRITERIA FOR EACH HYDRAULICALLY - DESIGNED SYSTEM. v LL - DETAIL REFERENCE: TOP - DETAIL #, 13. PROVIDE SPRINKLERS UNDERNEATH ALL EXPOSED DUCTWORK WHICH IS OVER 48" WIDE AND 2 DOTTOM- DRAWING# SHOWN ON SPACE HEADS AROUND ALL OBSTRUCTIONS IN ACCORDANCE WITH NFPA 13, HEADS UNDER LL DUCTS ARE NOT INDICATED ON THE DRAWINGS BUT ARE REQUIRED AND SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 13. SPRINKLER LOCATIONS UNDER DUCTWORK AND AROUND NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT OBSTRUCTIONS SHALL BE GOVERNED BY FINAL INSTALLED LOCATIONS. FIRE SPRINKLER LEGEND ,4. PROVIDE SPRINKLERS AT THE TOP AND BOTTOM OF ALL STAIRWELLS AND AT THE LANDING OF OPENS INTO MORE THAN ONE FIRE ZONE. J 3 EACH FLOOR THAT SYMBOL ORE TEMP RESPONSE K -FAC FINISH MODEL STYLE PLATE MFG. 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 • 1/2" 155' QUICK 5.62 CHROME F1 FR RECESSED CHROME RELIABLE FLOOR. EXISTING - EXISTING EXISTING EXISTING EXISTING EXISTING 16. ' IF SYSTEM PRESSURE EXCEEDS 100 PSI, ALL HANGERS ON END HEADS IN PENDANT POSITION - SHALL BE WITHIN 12" OF END OF LINE IN ACCORDANCE WITH NFPA 13. 17. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) PRIOR Z" TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY CV CIRCUMSTANCES. ANY PIPING RUN OVER ELECTRICAL SHALL BE REROUTED AT NO ADDITIONAL COST. 18, PROVIDE 20 -GAUGE STEEL SPRINKLER CANOPY SHIELD AT SPRINKLERS IN TRASH CHUTE PER NFPA #,3. FLORIDA ADMINISTRATIVE CODE CHAPTER 19. SPRINKLERS IN ELEVATOR SHAFTS AND EQUIPMENT ROOMS ARE TO BE INTERMEDIATE TEMPERATURE 200'F SPRINKLERS PER NFPA 13. 61G16 -32 NOTES L 20. WET BULK SUPPLY MAINS AND HOSE SUPPLY MAINS EXPOSED TO THE WEATHER SHALL BE V Z INSULATED AND PROVIDED WITH AN ALUMINUM JACKET. 1. THE FIRE PROTECTION SYSTEM SCOPE OF WORK SHALL INCLUDE THE PREPARATION OF THE FIRE J i PROTECTION SYSTEM LAYOUT DOCUMENTS (WORKING PLANS). F PROVIDE ALL EQUIPMENT, MATERIALS, COMPONENTS, ASSEMBLIES AND SUPPORT SYSTEMS REQUIRED, AS DESCRIBED, IN NFPA 13. 0 FIRE PROTECTION DRAWING INDEX 11 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). SHEET DESCRIPTION ISSUED 2. THE FIRE PROTECTION DESIGN, CALCULATIONS, INSTALLATION AND THE ACCEPTANCE TESTING OF THE FIRE I PROTECTION SYSTEM SHALL BE IN ACCORDANCE WITH NFPA 13, 2002 EDITION; NFPA 24, 2002 EDITION; FP0.0 FIRE PROTECTION LEGEND YES � THE FLORIDA BUILDING CODE AND THE FLORIDA FIRE PREVENTION CODE 2007 EDITION AND ALL LOCAL � CODES REQUIRED BY THE AUTHORITY HAVING JURISDICTION. FP1.0 PARTIAL FIRST FLOOR PLAN - FIRE PROTECTION YES 3. AREA OCCUPANCIES AND HAZARD CLASSIFICATIONS ARE LISTED IN THE DESIGN CRITERIA NOTE LOCATED ON THE CONTRACT DOCUMENTS. 2 4. THE STRUCTURAL SUPPORTS AND OPENINGS FOR THE FIRE PROTECTION SYSTEM HAVE BEEN COORDINATED b Z WITH THE STRUCTURAL ENGINEER. 5. ALL SYSTEM CONTROL VALVES SHALL BE PROVIDED WITH TAMPER SWITCHES AND INTERFACE WITH THE FACP ON THE SUPERVISORY CIRCUIT, ALL FLOW SWITCHES SHALL INTERFACE WITH THE FACP ON THE ALARM Revisions CIRCUIT. 6. THE FIRE PROTECTION CONTRACTOR SHALL PREPARE AND PROVIDE FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS WITH HYDRAULIC CALCULATIONS. FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS WITH HYDRAULIC CALCULATIONS SHALL BE SUBMITTED TO THE ARCHITECT /ENGINEER AND THE LOCAL AHJ FOR ACCEPTANCE PRIOR 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. seal: 8. THE POINT OF SERVICE AND THE WATER SUPPLY CHARACTERISTIC'S FOR THE FIRE PROTECTION SYSTEM IS SHOWN ON THE FIRE PROTECTION SITE PLAN. 9. THE WATER SUPPLY FOR THE FIRE PROTECTION SYSTEM HAS NOT SHOWN ANY EVIDENCE OF MICROBIAL • INDUCED CORROSION (MIC). THE FIRE PROTECTION CONTRACTOR SHALL NOTIFY THE ARCHITECT /ENGINEER OF P. •. ' ANY EVIDENCE OF MIC AND PROVIDE NECESSARY WATER TREATMENT AS NEED TO REDUCE OR ELIMINATE MIC. try 4 ry f 10. ALL METERING AND BACK FLOW PREVENTION DEVICES SHALL MEET WITH ALL WATER PURVEYORS REQUIREMENTS. N 1 I�i. ;1► �� ,� �.����rfi��,� T_,, 1r s__ S C-6,,,iTRACi�t ; LA SHAD >T 3E SUI3r;41T7 ED FORA PPR MIAMI et��►t DADS 0 VAL TO coUtiT Y Checked By: FIh.E DEPAt'7TA4E) TT BEFOI;L' ANY SYSTEA� IS N, INSTALLED DCB OR REMODELED, Drawn ey: JJB 2 Date: AHCA Project ID - Submission no. 164 -001 Heery Inte� national Inc. 811 Ponces De Leon Blvd. • Coral Gables, FL 33134 TEL: (305) 441 -1556 FAX (305) 445 -2374 http: / /www.s- architects.com Mqft http: / /www.HI ery.com M 0002293 Ee 0005176 Project Number 1022901 y so W cV o E C) Chi O Lo 0 W V Co C6 r u� W Q w 0004 L a: r• c U U O ~ L:7 r.. SDI LO 7 s xo W CQCo Oww �1:� o � J W Z _ •Cw N O Wr Q C R a 0 O w W U CO W M W M W LL r C Q v LL 2 LL O J 3 W U a Z" CV Q 4 L � Poo J V Z �i J i IL F C� O 0 11 I Q � � d 2 b Z 0(/) Revisions Date seal: Don Flo +d j�aijey , P.E. ♦1 r 67 • •Y P. •. ' f S Seal +��i�' • NA• et��►t Checked By: DCB Drawn ey: JJB Date: 02 -18 -2011 Issue: 02 -18 -2011 Sheet Index: FIRE PROTECTION LEGEND Sheet Number: FP0-0