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C-Oa0 �--- <br />%r I•, <br />C-3 <br />C4-__.-.._.. <br />C-4.6 } <br />C-4.7 - <br />�C-4.9 j <br />/ G-5 <br />(�C6� <br />REAR <br />LEFT RIGHT Fire Protection Floor Plan <br />N1 Scale 1/8"=1'-0" <br />FRONT <br />DRAWING CRITERIA <br />THE FOLLOWING PUBLICATIONS SHALL BE USED AS A REFERENCE FOR <br />DESIGN OF THE FIRE SUPPRESSION SYSTEM ON THIS PROJECT. <br />1. NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS <br />2. NFPA 24, PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES <br />3. FLORIDA FIRE PREVENTION CODE - 2004 EDITION <br />ENTIRE BUILDING (EXCEPT AS NOTED): <br />OCCUPANCY CLASSIFICATION: <br />SYSTEM TYPE: <br />DESIGN DENSITY: <br />HYDRAULIC REMOTE AREA: <br />SPRINKLER ORIFICE SIZE: <br />SPRINKLER TEMPERATURE RATING: <br />DURATION OF SUPPLY: <br />MAXIMUM COVERAGE/SPRINKLER HEAD: <br />HOSE STREAM ALLOWANCE: <br />BATHROOMS: <br />OCCUPANCY CLASSIFICATION: <br />SYSTEM TYPE: <br />DESIGN DENSITY: <br />HYDRAULIC REMOTE AREA: <br />SPRINKLER ORIFICE SIZE: <br />SPRINKLER TEMPERATURE RATING: <br />DURATION OF SUPPLY: <br />MAXIMUM COVERAGE/SPRINKLER HEAD: <br />HOSE STREAM ALLOWANCE: <br />ORDINARY HAZARD GROUP 2 <br />WET PIPE <br />.20 GPM/SQ. FT. <br />1,500 SQ. FT. <br />1/2" <br />155°F <br />60 - 90 MIN. <br />130 SQ. FT./QUICK RESPONSE TYPE <br />250 GPM <br />LIGHT HAZARD <br />WET PIPE <br />.10 GPM/SQ. FT. <br />1,500 SQ. FT. <br />1/2" <br />155°F <br />30 MIN. <br />225 SQ. FT./QUICK RESPONSE TYPE <br />100 GPM <br />FIRE PROTECTION SYMBOL LEGEND <br />SYMBOL <br />DESCRIPTION <br />O <br />- CONTROL VALVE WTFAMPER SWITCH <br />N <br />- CHECK VALVE <br />-O <br />- FLOW SWITCH <br />SPRINKLER AND DRAIN RISER <br />- <br />- NEW SPRINKLER PIPING <br />Q- <br />REVISION REFERENCE <br />1 <br />- DETAIL REFERENCE: TOP -DETAIL#, <br />FP-1 <br />BOTTOM -DRAWING# SHOWN ON <br />NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT <br />STAPLES UTILITY REQUIREMENTS <br />FIRE PROTECTION WATER SERVICE: 6" <br />MINIMUM HYDRAULIC INFORMATION REQUIRED: <br />788.3 GPM OVERHEAD <br />500 GPM HOSE STREAM <br />1288.3 GPM WITH 40.4 PSI @ B.O.R. <br />TO SPRINKLER SYSTEM <br />FLOW SWITCH oH INSPECTOR'S TEST & DRAIN <br />CHECK VALVE W/ DRAIN <br />,E VALVE AND GAGES <br />1 <br />T CONTROL VALVE W/ <br />0-0 °-° TAMPER SWITCH <br />O O <br />IN TO EXTERIOR <br />iH BLOCK <br />SUPPLY PIPE <br />JE FINISHED FLOOR <br />7x"- <br />Sprinkler Riser - Wet Pipe System <br />Scale: None <br />ROCKWOOL PIPE <br />INSULATION THROUGH <br />PARTITION OR WALL - PENETRATION, <br />(INSULATED PIPE ONLY) <br />6" 6" <br />I~- PIPE INSULATION <br />(WHERE REQUIRED) <br />PIPE SLEEVE (CONC. OR FIRESTOP MATERIAL <br />MASONRY WALL ONLY ---/V <br />ELEVATION - WALL PENETRATION <br />Firestomina of Penetrations Throuah Walls <br />Scale: None <br />GENERAL NOTES <br />1. THE FIRE PROTECTION SYSTEMS SHALL COMPLY WITH NFPA 13 - 2004 EDITION, THE FLORIDA <br />FIRE PREVENTION CODE AND ALL LOCAL CODES AND REQUIREMENTS. <br />2. FINAL SYSTEM ACCEPTANCE AND APPROVAL SHALL BE CONDUCTED BY STATE FIRE MARSHAL <br />AND ARCHITECT/ENGINEER. <br />3. THE CONTRACTOR SHALL PREPARE SYSTEM LAYOUT DRAWINGS PER CHAPTER 14, OF NFPA 13 - <br />2004 EDITION. THE CONTRACTOR SHALL PERFORM HYDRAULIC CALCULATIONS. CONTRACTOR'S <br />SPRINKLER SYSTEM LAYOUT (SHOP DRAWINGS), HYDRAULIC CALCULATIONS AND MATERIAL <br />DATA SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND AUTHORITY HAVING <br />JURISDICTION FOR APPROVAL PRIOR TO SYSTEM INSTALLATION. <br />4. THE CONTRACTOR SHALL PERFORM HYDRANT -FLOW TEST TO VERIFY WATER PRESSURE <br />REQUIRED FOR HYDRAULIC CALCULATIONS. <br />5. THE FIRE PROTECTION SYSTEMS SHOWN REPRESENT THE DESIGN INTENT OF THE ENGINEER OF <br />RECORD, IN ACCORDANCE WITH STATE REGULATION 61 G15-32. IT IS THE RESPONSIBILITY OF THE <br />CONTRACTOR TO COORDINATE INSTALLATION WITH ALL OTHER TRADES. THE CONTRACTOR <br />SHALL PROVIDE COMPLETE SPRINKLER SYSTEM LAYOUT DRAWINGS WITH ANY ADDITIONAL <br />OFFSETS, SPRINKLERS OR SYSTEM COMPONENTS AS REQUIRED FOR A COMPLETE AND <br />OPERABLE SYSTEM AND TO AVOID CONFLICTS WITH OTHER TRADES. <br />6. SEE ARCHITECTURAL. REFLECTED CEILING PLANS FOR CEILING TYPES, HEIGHTS AND ALL <br />ASSOCIATED DATA. <br />7. ALL DRAIN AND DRY PIPE SYSTEM PIPING AND FITTINGS SHALL BE GALVANIZED BOTH INSIDE AND <br />OUTSIDE. <br />8. INSTALL ADDITIONAL SPRINKLERS UNDER ALL EXPOSED DUCTWORK OR OBSTRUCTIONS <br />EXCEEDING 48" IN WIDTH. PROVIDE ADDITIONAL SPRINKLERS AS REQUIRED FOR PROPER <br />COVERAGE OF OBSTRUCTIONS IN ACCORDANCE WITH NFPA 13. <br />9. ALL SPRINKLERS INSTALLED WITHIN MECHANICAL ROOMS, STORAGE ROOMS, JANITORS <br />CLOSETS OR AREAS SUBJECT TO MECHANICAL INJURY SHALL BE PROTECTED WITH LISTED <br />GUARDS. <br />10. COORDINATE PIPE ROUTING WITH DUCT ROUTING, EQUIPMENT LOCATIONS, ELECTRICAL <br />INSTALLATIONS AND BUILDING STRUCTURAL MEMBERS. DO NOT ROUTE PIPING OVER <br />ELECTRICAL PANELS. PIPING ROUTED OVER ELECTRICAL PANELS SHALL BE REROUTED AT NO <br />ADDITIONAL COST. <br />11. PROVIDE TAMPER SWITCHES ON ALL CONTROL VALVES. <br />12. SLOPE ALL PIPING TO THE SYSTEM MAIN DRAIN AS REQUIRED TO INSURE PROPER DRAINAGE, IT <br />IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL PIPING IS DRAINABLE. ADDITIONAL <br />DRAINS AND PLUGS SHALL BE INSTALLED WHERE REQUIRED TO COMPLY WITH THE ABOVE <br />REFERENCED CODES. <br />13. ALL ROLL GROOVED AND CUT GROOVED COUPLINGS AND FITTINGS SHALL BE PROVIDED BY A <br />SINGLE MANUFACTURER. <br />14. SPRINKLERS SHALL BE CENTERED IN CEILING TILES IN AREAS WITH LAY -IN TILES AND VISUALLY <br />ALIGNED IN AREAS WITH SMOOTH CEILINGS. <br />15. THIS BUILDINGS STRUCTURAL SYSTEM HAS BEEN DESIGNED TO SUPPORT THE ADDITIONAL <br />WEIGHT ASSOCIATED WITH THE SPRINKLER SYSTEM. <br />16. PIPING IN AREAS WITH EXPOSED STRUCTURE SHALL BE INSTALLED AS HIGH AS POSSIBLE TO <br />ALLOW THE OWNER MAXIMUM USE OF THE SPACE. <br />17. SPRINKLERS IN AREAS WITH EXPOSED STRUCTURE (OBSTRUCTED CONSTRUCTION) SHALL BE <br />INSTALLED WITH DEFLECTOR 1" BELOW THE BOTTOM OF THE BEAM (MAXIMUM 22" BELOW ROOF <br />DECK). EXPOSED BAR JOISTS THAT HAVE SPRAY -ON FIRE PROOFING THAT MAKES THE JOIST <br />SOLID SHALL BE TREATED LIKE A BEAM WITH THE SPRINKLERS 1" BELOW THE BOTTOM OF THE <br />FIRE PROOFING. <br />18. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS <br />WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL OR EXCEED THE RATING <br />OF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES. SEE <br />FIRE RATED PIPE PENETRATION DETAILS. <br />19. PROVIDE ACCESS PANELS TO ALL VALVES ABOVE NON -ACCESSIBLE CEILINGS AND CHASES. <br />FLORIDA ADMINISTRATIVE CODE <br />CHAPTER 61 G15-32 NOTES <br />1. THE FIRE PROTECTION SYSTEM SCOPE OF WORK SHALL INCLUDE THE PREPARATION AND DESIGN OF THE FIRE <br />PROTECTION SYSTEM LAYOUT DOCUMENTS (WORKING PLANS). PROVIDE ALL EQUIPMENT, MATERIALS, <br />COMPONENTS, ASSEMBLIES AND SUPPORT SYSTEMS REQUIRED, AS DESCRIBED, IN NFPA 13. THE FIRE PROTECTION <br />CONTRACTOR SHALL CONDUCT A HYDRANT FLOW TEST AND PERFORM HYDRAULIC CALCULATIONS FOR THE DESIGN <br />OF THE FIRE PROTECTION SYSTEM. <br />2. THE FIRE PROTECTION DESIGN, CALCULATIONS, INSTALLATION AND THE ACCEPTANCE TESTING OF THE FIRE <br />PROTECTION SYSTEM SHALL BE IN ACCORDANCE WITH NFPA 13, 2004 EDITION; NFPA 24, 2002 EDITION; THE FLORIDA <br />BUILDING CODE AND THE FLORIDA FIRE PREVENTION CODE 2004 EDITION AND ALL LOCAL CODES REQUIRED BY THE <br />AUTHORITY HAVING JURISDICTION. <br />3. AREA OCCUPANCIES AND HAZARD CLASSIFICATIONS ARE LISTED IN THE DESIGN CRITERIA NOTE LOCATED ON <br />THIS SHEET. <br />4. ALL SYSTEM CONTROL VALVES SHALL BE PROVIDED WITH TAMPER SWITCHES AND INTERFACE WITH THE FACP ON <br />THE SUPERVISORY CIRCUIT, ALL FLOW SWITCHES SHALL INTERFACE WITH THE FACP ON THE ALARM CIRCUIT. <br />5. THE FIRE PROTECTION CONTRACTOR SHALL PREPARE AND PROVIDE SIGNED AND SEALED FIRE PROTECTION <br />SYSTEM LAYOUT DOCUMENTS WITH HYDRAULIC CALCULATIONS AND SHALL BE THE ENGINEER OF RECORD. SIGNED <br />AND SEALED FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS WITH HYDRAULIC CALCULATIONS SHALL BE <br />SUBMITTED TO THE ARCHITECT/ENGINEER AND THE LOCAL AHJ FORACCEPTANCE PRIOR TO PERMITTING. <br />6. ALL FIRE PROTECTION EQUIPMENT AND COMPONENTS SHALL BE LISTED AND TESTED FOR FIRE PROTECTION USE <br />AND IN ACCORDANCE WITH NFPA 13. ALL FIRE PROTECTION EQUIPMENT AND COMPONENTS SHALL BE THE U.L. <br />LISTED AND FM APPROVED. <br />7. THE POINT OF SERVICE AND THE WATER SUPPLY CHARACTERISTIC'S FOR THE FIRE PROTECTION SYSTEM IS <br />SHOWN ON THE CIVIL SITE PLAN. <br />8. THE WATER SUPPLY FOR THE FIRE PROTECTION SYSTEM HAS NOT SHOWN ANY EVIDENCE OF MICROBIAL INDUCED <br />CORROSION (MIC). THE FIRE PROTECTION CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY EVIDENCE <br />OF MIC AND PROVIDE NECESSARY WATER TREATMENT AS NEEDED TO REDUCE OR ELIMINATE MIC. <br />9. ALL METERING AND BACK FLOW PRVENTION DEVICES SHALL MEET WITH ALL WATER PURVEYORS REQUIREMENTS. <br />FIRE PROTECTION SPRINKLER LEGEND <br />SYMBOL <br />ORF <br />TEMP <br />RESPONSE <br />K-FAC <br />FINISH <br />MODEL <br />STYLE <br />PLATE <br />MFG. <br />• <br />1/2" <br />1550 <br />QUICK <br />5.6 <br />CHROME <br />F1FR <br />RECESSED <br />CHROME <br />RELIABLE <br />0 <br />1/2" <br />1550 <br />QUICK <br />5.6 <br />BRASS <br />F1FR <br />UPRIGHT <br />HD/GD <br />RELIABLE <br />O <br />1/2" <br />155° <br />QUICK <br />5.6 <br />BRASS <br />F1FR <br />UPRIGHT <br />NONE <br />RELIABLE <br />DRAWING LIST <br />NO. <br />TITLE <br />FP001 <br />Fire Protection Floor Plan & General Information <br />12111 <br />,�;L Key Plan <br />[ �Kossik Rd <br />u V 7`� I <br />III } <br />US Hwy 301 <br />0 <br />m <br />E <br />■ <br />U'iI <br />CI <br />(D <br />CI <br />0 <br />�I <br />0I <br />V <br />(V'(D00 <br />c <br />N � <br />.V�M a) <br />^� U CO C <br />N Cu <br />w LL <br />• C- a) <br />z L fA > <br />w co I.- <br />J i <br />U <br />CIS <br />OI <br />E <br />E <br />UI <br />a) M <br />N� J <br />Cu NLL <br />c <br />e co <br />0�U <br />C-ti ` <br />0 �cnaai <br />& m2Na <br />a <br />0 <br />Cu <br />E <br />L <br />C <br />Cu <br />L. <br />ra) <br />V <br />06 <br />_Cu <br />L <br />0 <br />LL <br />O <br />O <br />w <br />J <br />L <br />w <br />w U- <br />w <br />12 <br />W <br />z N <br />W N <br />WY m <br />o <br />u_ co <br />aLL <br />w <br />R Q <br />z <br />Iz <br />O <br />_ <br />L <br />o <br />C0 <br />m <br />> <br />~ <br />w <br />w <br />m <br />z <br />w <br />o <br />3: <br />a. <br />col <br />OI <br />O <br />O <br />N <br />W <br />e; <br />to <br />ui <br />0I <br />00 <br />�1 <br />CD <br />CD <br />CD <br />Lu <br />N <br />N <br />N <br />Lu <br />O <br />aD <br />Z <br />m <br />O <br />Cl) <br />0 <br />N <br />W <br />W <br />O <br />N <br />w <br />cLu <br />m <br />� <br />d <br />D <br />U <br />FP001 <br />