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6429 GALL BLVD (2)
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6429 GALL BLVD (2)
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Last modified
3/23/2017 11:23:18 AM
Creation date
3/23/2017 10:28:07 AM
Metadata
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Building Plans
Street #
6429 GALL BLVD
Location
GALL BLVD
Contractor
RAUH-CO CONSTRUCTION
Description
WALGREENS
Owner
WALGREENS
Building Plans - Permit #
9167
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� - - i <br /> , <br /> - - - <br /> CQLWII�., I'�FNGINEERIN INC. PROJECT: ' WALGR.��NS � <br /> *'�* 4750 � £. ADAMO *** CLI$NT: SC�TT PARTNERSHIP <br /> ** TAMPA, '; FL 336Q5 ** DATF. 6-2$-1999 <br /> FIRE SPRINF�LPR DSSIGN PROGRAM DESIGNER: , M. A. IPPQLITQ, P.£. <br /> GENPR.AL PR0�.7ECT DATA: � <br /> BUILDING N1�ME: WALGRFsPN'S RFTAZL <br /> BUILDING L{}�ATI�N; . US 301 & HY'WY 54 <br /> NAME OF OWNER: WALGREFNS <br /> CODFs REFFRENC£: NFPA 13 & AT�'PA 24 <br /> DFSCRIPTIOI� OF HAZARD: (7RDINARX GROUP 2 � <br /> SPRINKLFR SYSTEM DESCRIPTION; MERGANTILE; <br /> SPRTNKLFR SYSTBM TY'Pfi: WET . <br /> NAME OF APPROVING AGFNCY: FASCO CQUNTY <br /> DPSIGN AREA OF WATBR APPLICATI4N: 1,500.00 SQ.FT. <br /> MINIMUM DESIRED FLOW DENSITY: q .20 GPM/SQ.FT. <br /> MAXIN[UM AR.EA PBR SPRINI`KLLR: 100.�0 SQ.FT. <br /> INSIDP HOSP STRFAM AI;LOWANCE: 50 .00 GPM <br /> 4UTSIDP H�SE STREAM ALLQWANCE; 200 .4fl GPM <br /> IN RA.CK SPRINKLgR ALLOWANCE: Q .00 GPM <br /> WATER SUPPLY TEST DATA: <br /> , <br /> TBST H[YDRAN:� IDPNTIFICATION: 8150 <br /> SOURCE OF INFORMATION: ZFPHYRHILLS FIRB DP � <br /> DATF QF TFST; MARCH 15, 1999 <br /> HYDRANT £LEVATION: 0.00 FT. <br /> STATIC FR£SSURE: '" 58 .00 PST <br /> TEST FLOW �RATF: 2, 1I.3 .00-"rtGPM <br /> TFST RESIDUAL PRESSURF: 48 .40 PST <br /> CALCITLATED �aYSTEM FLOW R.ATE: 455 .{}0 �PM <br /> CALCULAT£sD INFLOW RESIDUAL PRESSURE: 51 .00 PSI <br /> AVAILABLF INFL4W RSSII3UAL PRESSURS: 56,Q0 PSI <br /> SPRINKLSR SPFsCIFICATIONS: . <br /> I <br /> MAKE: CfiNTR.AL NTC?DSL. GB <br /> SIZT: 1j2" ORIFICE '�'EMPERATURE RATSNG: 165 F <br /> � <br /> MISCFLI�3NEOUS PROJSCT DATA: <br /> PROJECT D�TA FTLP Np�ME: 76019 �SFAULT SPRIItifKLFR K—FACTOR; 5.65 <br /> CALGULATION MODF: DEMAND HNID MIN RESIDUAL PRBSSUR.E: 13 .00 P�I <br /> I�fUM QF ACTIVE NQDBS: 2? LABOR RATP: Q.00 $jHI2 <br /> NUM OF INACTIVE NODES: 0 OTHPR LA$OR HOURS: 0 .00 I�tS <br /> NUM OF ACTIVE PIP85: 26 OTHFR MATERIAL CQSTS: � 0.4Q $ � <br /> NUM OF INACTIVE PIPES: 1 ------ PIPT SIZING PARAMPTFRS -�----- <br /> NUM OF ACTIVE �SPRINKS : 17 MAX WATPR VSLOCITY: 20 .00 FT/S <br /> 1�fUM OF TNACTIVE SPRINKS: 0 NCAX FRICTIONAL LOSSj100' : ;,?{};.,.0{� PS� <br /> SPLCIFIED HNID NODg NUMBER: 0 MAX DTAMETBR: .,A,.=: ,.1'?7.,d�U'�{IN �'i <br /> SYST�sM INFLQW NODL itEUMBER: 2? N[AX INFL�W RBSIDUAL PRESSLT�-:,-=�-"=�`�-J��,3ti��Sl ' <br /> =.` �'' {f>:� __ � :r <br /> =-`� ":,�� �R �-- <br /> -- tr' - .. - <br /> _ 1� ,c, — <br /> " C <br /> '/ �_ �^ , <br /> � <br /> � G"-2;� � �, <br /> ��� <br />
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