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LL <br />0 <br />d <br />7 <br />V <br />Y <br />U <br />C <br />FIRE PROTECTION DESIGN CRITERIA <br />PROJECT: <br />FLORIDA MEDICAL CLINIC- PHEUMATOLOGY SUITE 2ND FLOOR <br />38051 MARKET SQUARE <br />ZEPHYRHILLS, FLORIDA <br />AUTHORITY HAVING JURISDICTION: <br />ZEPHYRHILLS <br />SPACE SIZE DEFINITIONS: <br />TOTAL SPRINKLER AREA 6,830 SQ FT. <br />AUTOMATIC SPRINKLER TYPE: <br />WET PIPE <br />REFERENCE STANDARDS: <br />NFPA 013 INSTALLATIONS OF SPRINKLER SYSTEMS (2002). NFPA 024 (2002) <br />INSTALLATION OF PRIVATE FIRE SERVICE MANS. 2004 FLORIDA FIRE PREVENTION <br />CODE. SEE FIRE PROTECTION DRAWING SHEET 4F'P2 FOR ADDITIONAL REFERENCES. <br />AUTOMATIC SPRINKLER TYPE: <br />WET PIPE SYSTEM <br />6Ks1532203 (1) (2) (5).. <br />(1) SCOPE OF WOW, - <br />SEE ARCHITECTURAL COVER SHEET FOR ADDITIONAL NOTES. <br />(2)ACCEPTANCE TEST CRITERIA: <br />THE ACCEPTANCE TESTING OF THE FIRE PROTECTION SYSTEM AND COMPONENTS SHALL <br />CONSIST OF ALL APPLICABLE ITEMS SHOWN ON THESE TWO FORMS: NFPA 13, 2002 ED, <br />CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING, FIGURE <br />10.10.1 AND CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR ABOVEGROUND <br />PIPING, FIGURE 16.1 THE ACCEPTANCE TEST CRITERIA SHALL ALSO INCLUDE THE <br />APPLICABLE TEST REQUIREMENTS OF NFPA 24, 2002 ED. AND NFPA 25, 2002 ED. <br />(3)STRUCTURAL SUPPORT AND STRUCTURAL OPENNGS: <br />THE SUPPORT SYSTEMS FOR THIS BUILDING ARE TO HAVE ADEQUATE LOAD CARRYING <br />CAPACITY FOR THE SPRINKLER SYSTEM. SEE STRUCTURAL SHEETS FOR ADDITIONAL <br />INFORMATION. <br />6*15-32.004OXA-J). <br />(A) POINT OF SERVICE: <br />THE POINT OF SERVICE IS A EXISTING 6" FIRE FEED MAIN. <br />(B) APPLICABLE NFPA STANDARDS TO BE APPLIED: <br />NFPA 13, 2002 EDITION, INSTALLATION OF SPRINKLER SYSTEMS <br />NFPA 24, 2002 EDITION, STANDARDS FOR THE INSTALLATION OF PRIVATE FIRE SERVICE <br />MAINS AND THEIR APPURTENANCES. <br />NFPA 25, 2002 EDITION, INSPECTION, TESTING AND MAINTENACE OF WATER -BASED FIRE <br />PROTECTION SYSTEMS. <br />(D) DESIGN APPROACH: <br />I. LIGHT HAZARD: FIRE PROTECTION SHALL BE PROVIDED BY A WET PIPED AUTOMATIC <br />SPRINKLER USING STEEL SUPPLY PIPING LOCATED ABOVE THE CEILING, WITH PIPE <br />DROPS TO STANDARD COVERAGE HEADS APPROPRIATE FOR CEILING TYPE. DENSITY: <br />0.10 GPM/SQFT. FOR A 1,500 SQ. FT. AREA OF SPRINKLER OPERATION. THE AREA OF <br />OPERATION MAY BE REDUCED FOR LISTED QUICK RESPONSE SPRINKLERS PER NFPA 13, <br />2002 EDITION, SECTION 112323.1. SPRINKLER HEADS: QUICK RESPONSE, 155 DEGREE F. <br />SPACING: MAXIMUM HEAD SPACING IS TO BE 15 FT. WITH A MAXIMUM PROTECTION AREA <br />OF 225 S.F. PER HEAD. THE SMALL ROOM EXCEPTION OF NFPA 13, 2002 EDITION, SECTION <br />8.632A MAY BE USED. <br />2. ORDINARY HAZARD GROUP 1: FIRE PROTECTION SHALL BE PROVIDED BY A WET PIPE <br />AUTOMATIC SPRINKLER USING STEEL SUPPLY PIPING LOCATED ABOVE THE CEILING, WITH <br />PIPE DROPS TO STANDARD COVERAGE DADS APPROPRIATE FOR CEILING TYPE. <br />DENSITY: 0.15 GPM/SQFT. FOR A 1,500 SQ. FT. AREA OF SPRINKLER OPERATION. THE AREA <br />OF OPERATION MAY BE REDUCED FOR LISTED QUICK RESPONSE SPRINKLERS PER NFPA <br />13, 2002 EDITION, SECTION 112323.1. SPRINKLER HEADS: QUICK RESPONSE, 155 DEGREE F. <br />SPACING: MAXIMUM HEAD SPACING IS TO BE 15 FT. WITH A MAXIMUM PROTECTION AREA <br />OF 225 S.F. PER HEAD. THE SMALL ROOM EXCEPTION OF NFPA 13, 2002 EDITION, SECTION <br />8b32.4 MAY BE USED. <br />FIRE STOP, FOR STEEL PIPE PENETRATING A CONCERETE FLOOR OR A CONCRETE <br />BLOCK WALL: UL SYSTEM NO. C-AJ-1001, USE 3M TYPE CP 25WB+ CAULK, F RATING 3 HR <br />(A) CHARACTERISTICS OF THE WATER SUPPLY TO BE USED: <br />THE SITE IS SERVED BY AN EXISTING 6" WATER MAIN. FLOW IS GOOD BASED ON THE <br />DATA IN (F). <br />FLOW TEST DATA: <br />WATER SUPPLY FIRE HY• R_W FLOWTEST: <br />CONTRACTOR • PROVIDE FL• PI;ESSURS TEST IF REQUIRED. <br />(G) VALVNG AND ALARM REQUIREMENTS T <br />THE EXISTING FIRE SPRINKLER RISER FOR THE BUILDING HAS A WATER FLOW SWITCH <br />WITH A LOCAL AUDIBLE ALARM AND OFF -SITE MONITORING. THE SPRINKLER RISER MAN <br />CONTROL SHUT-OFF VALVE FOR THIS SPRINKLER SYSTEM HAS A TAMPER SWITCH WITH <br />OFF -SITE MONITORING. <br />(H)-. MICROBIAL INDUCED CORROSION (MICA <br />THE LOCAL WATER PURVEYOR IS REQUESTED TO ADVISE THE ENGINEER -OF -RECORD IF <br />CONDITIONS EXIST N THEIR WATER SUPPLY THAT COULD LEAD TO MIC, SO THAT THE <br />ENGINEER CAN SPECIFY OR DESIGN CORRECTIVE MEASURES. <br />(I). BACKFLOW PREVENTION AND METERING SPECIFICATIONS: <br />THE METERING EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE LOCAL WATER <br />PURVEYOR THE EXITING BACKFLOW PREVENTION DEVICE IS AN DOUBLE <br />DETECTOR CHECK VALVE ASSEMBLY WITH GATE VALVES AND LOCK'S KHANS <br />THE DOUBLE DETECTOR CHECK VALVE ASSEMBLY IS TO HAVE A MAXIMUM <br />ALLOWABLE PRESSURE DROP OF 10 PSI. SEE CIVIL PLANS. <br />(J)- QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD AND INTERIOR FIRE <br />ALL YARD AND INTERIOR FIRE PROTECTION EQUIPMENT SHALL BE UL OR FM LISTED. THE <br />YARD UNDERGROUND SERVICE LINE SHALL BE TYPE DR-14 C-900, PVC PIPE. INTERIOR <br />MAIN PIPING, 2-1/2" AND LARGER SHALL BE SCHEDULE 10 BLACK STEEL, WITH GROOVED <br />END FITTINGS AND WELDED BRANCH LINE OUTLETS. BRANCH LINE PIPING, 2" AND <br />SMALLER SHALL BE SCHEDULE 40 BLACK STEEL WITH GROOVED END FITTINGS AND <br />WELDED OUTLETS. SPRIGS, ARM-OVERS AND DROPS SHALL BE SCHEDULE 40 BLACK <br />STEEL WITH THREADED ENDS. USE FLEXIBLE STAINLESS STEEL SPRINKLER DROPS WILL <br />ALSO BE ALLOWED. <br />SEE ELECTRICAL DRAWINGS FOR FIRE ALARM REQUIREMENTS. <br />FIRE PROTECTION CONTRACTOR SHALL PREPARE ALL <br />REQUIRED PLANS AND CALCULATIONS WITH REQUIRED <br />SEAL AND OBTAIN ALL NECESSARY PERMITS AT HIS <br />EXPENSE.FIRE PROTECTION CONTRACTOR SHALL ARRANGE <br />FOR CURRENT FLOW 4 PRESSURE TEST AT HIS EXPENSE. <br />FIRE PROTECTION KEY NOTES <br />10 EXISTING 6" SPRINKLER RISER, FDC, 4 TAMPER SWITCH. <br />(VERIFY EXACT LOCATION). <br />Q EXISTING INSPECTORS TEST 4 DRAIN LOCATED ON FIRST <br />FLOOR THRU EXTERIOR WALL. (VERIFY EXACT LOCATION). <br />KEY PLAN <br />EXISTING FIRST FLOOR <br />SECOND FLOOR <br />RENOVATION <br />♦♦ Ali .• <br />.4b <br />•W1 �i <br />.. <br />• <br />OI W <br />101 r- IRE PROTECT ION FLOOR PLAN , . <br />SCALE: 3/I6 = 1 -0 0A * 5,♦♦ <br />REVISIONS <br />BY <br />0 <br />� <br />U <br />U <br />U <br />Cz <br />Y <br />0 <br />I <br />0 S3 <br />z E <br />Ew <br />CO <br />cQ'.iSa� <br />o <br />-: <br />¢�ti <br />N <br />Y 3 ti <br />ox W <br />Uw <br />ti� <br />LO ti <br />N ti <br />M <br />ti <br />ti <br />N <br />ti <br />o <br />o.. <br />1 <br />1 <br />�— —�Id. <br />a <br />N <br />r <br />m) <br />ci ° ta <br />ppR @ <br />c <br />C <br />C� <br />W <br />c00o <br />Zni <br />U) <br />m yy <br />1 <br />a ` A. <br />GoIS <br />W !A � <br />r8 a <br />W <br />boas <br />a <br />U_ <br />Z L <br />O <br />J 0 <br />Z <br />v v <br />t J N <br />N O <br />U 4 <br />_ � <br />m W >' <br />° r <br />0 <br />0 0 <br />-C <br />i- <br />N Q <br />un a <br />N <br />C 0 E <br />0 <br />3 <br />M <br />� m <br />O� <br />J <br />Date: 02. 09. 11 <br />Scale: AS NOTED <br />Project Mgr: <br />RT <br />Drawn: <br />VK <br />Job: 10-65 <br />Sheet <br />FP2 <br />