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01-0853
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2001
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01-0853
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Last modified
3/6/2009 2:40:37 PM
Creation date
11/1/2006 9:25:13 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
01-0853
Building Department - Name
FMC MARKET SQ INC
Address
38135 MARKET SQ
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<br />RODAN FIRE SPRINKLERS INC. <br />FLA MED CLINIC - O.H./MEZZ. <br /> <br />Page 2 <br />Date <br /> <br />Hydraulic Design Information Sheet <br /> <br />Date - 11-26-01 <br /> <br />Name - FLORIDA MEDICAL CLINIC <br />Location - 38135 MARKET SQUARE, ZEPHYRHILLS, FLORIDA <br />Building - OLD PUBLIX STORE - REMODEL TO CLINIC <br />Contractor - RODAN FIRE SPRINKLERS, INC. <br />Calculated By - CHET SECKMAN <br />Construction: ( ) Combustible (X) Non-Combustible <br />Occupancy - NFPA 13 STAMDARDS - ORDINARY HAZARD GROUP <br /> <br />System No. - ONE (6") <br />Contract No. - SO 41650 <br />Drawing No. - 3 OF 3 <br />Ceiling Height - 19-4 <br />II OCCUPANCY <br /> <br />S <br />Y <br />S <br />T <br />E <br />M <br /> <br />(X) NFPA 13 Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. <br />( ) NFPA 231 NFPA 231C ( ) Figure Curve <br />Other <br />Specific Ruling PARAGRAPH: 7-2.3.2.4 Made By NFPA 13 Date 1999EDITION <br /> <br />o <br />E <br />S <br />I <br />G <br />N <br /> <br />Area of Sprinkler Operation - 900 <br />Density - .20 <br />Area Per Sprinkler - 100 MAX <br />Elevation at Highest Outlet - 9FT AFF <br />Hose Allowance - Inside - - 0 - <br />Rack Sprinkler Allowance - N/A <br />Hose Allowance - Outside - 250 <br /> <br />System Type <br />(X) Wet <br />( ) Dry <br />( ) Deluge <br />( ) preaction <br />( ) Other <br /> <br />Sprinkler/Nozzle <br />Make. GLOBE, Q. RES <br />Model "J", CH REC <br />Size 1/2" <br />K-Factor 5.6 <br />Temp.Rat.155 <br /> <br />Note 462.19 GPM DEMAND IS 7.193 PSI UNDER THE WATER SUPPLY CURVE <br /> <br />Cal.culation <br />Summary <br /> <br />Flow Required - 462.19 Press Required - 49.407 At Test <br />C-Factor Used: 120 Overhead 150 Underground <br /> <br />Pump Data: <br /> <br />W <br />A <br />T <br />E <br />R <br />S <br />U <br />P <br />P- <br />L <br />Y <br />C <br />0 <br />M <br />M <br />S R <br />T A <br />0 C <br />R K <br />A <br />G <br />E <br /> <br />Water Flow Test: <br />Date of Test - EARLY 2001 <br />Tj.me of Test <br />Static Press <br />Residual Press <br />Flow <br />Elevation <br /> <br />Rated Cap.- <br />@ Press <br />Elev. <br /> <br />- 58 <br />- 50 <br />- 1186 <br />- 2 <br /> <br />Tank or Reservoir: <br />Cap. - <br />Elev.- <br /> <br />Well <br />Proof Flow <br /> <br />Location - FLOW HYDRANT NO. 8118. RESIDUAL HYDRANT NO. 8117. ON 8" MAIN ON, <br />ON NORTH SIDE OF BUILDING <br />Source of Information - CITY OF ZEPHYRHILLS. FLORIDA <br />FIRE DEPARTMENT. CAPT. GWYN <br /> <br />CommOdity <br />Storage Ht. <br />Storage Method: <br /> <br />Solid Piled <br /> <br />Class <br />Area <br />% <br /> <br />Location <br />Aisle W. <br />Palletized % <br /> <br />Rack <br /> <br />Single Row <br />Double Row <br />Mult. Row <br /> <br />Conven. Pallet <br />Slave Pallet <br /> <br />( ) Auto. Storage <br />( ) Solid Shelf <br />( ) Open Shelf <br /> <br />Encap. <br />Non <br /> <br />Flue Spacing <br />Longitudinal <br /> <br />Clearance:Storage to Ceiling <br />Transverse <br /> <br />Horizontal Barriers Provided: <br /> <br />Computer Programs by Hydratec Inc. <br /> <br />Route III <br /> <br />Windham N.H. USA 03087 <br />
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