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<br />FIRE - Fire Sprinkler Hydraulics Calculation Program <br />Kenyon & Partners Inc. 813-241-6488 813-241-5498 Fax <br />EPCH Wound Care Center Page 2 <br /> <br />I General Project Data Report <br /> <br />Elite Software Development, Inc. <br /> <br /> <br />Project Title: <br />Designed By: <br />Code Reference: <br />Client Name: <br />Address: <br />Company Name: <br />Company Address: <br />Phone: <br />Building Name: <br />Contact at Building: <br /> <br />EPCH Wound Care Center <br /> <br />Florida Hospital Building M <br />Wound Care Renovations <br />Kenyon & Partners Inc. <br />3203 Queen Palm Drive <br />813-241-6488 <br />EPCH Wound Care Center <br /> <br /> <br />Description Of Hazard: <br />Design Area Of Water Application: <br />Default Sprinkler K-Factor: <br />Inside Hose Stream Allowance: <br />In Rack Sprinkler Allowance: <br /> <br />Sprinkler Specifications <br />Make: <br />Size: <br /> <br />Light Hazard <br />1500 ft2 <br />5.60 K <br />0.00 gpm <br />0.00 gpm <br /> <br />Date: March 05, 2008 <br />Approving Agency: <br />Phone: <br />City, State Zip Code: Zephyrhills, FI. <br />Representative: <br />City And State: Tampa, FI. 33619 <br /> <br />Building Owner: Florida Hospital <br />Phone at Building: <br /> <br /> <br />Sprinkler System Type: WET <br />Maximum Area Per Sprinkler: 225 ft2 <br />Default Pipe Material: SCHED 40 WET STEEL <br />Outside Hose Stream Allowance: 0.00 gpm <br /> <br />Model: <br />Temperature Rating: <br /> <br />o F <br /> <br /> <br />Source Of Information: <br />Test Hydrant 10: <br /> <br />COX FIRE <br /> <br />Hydrant Elevation: <br />Test Flow Rate: <br />Calculated System Flow Rate: <br />Available Inflow Residual Pressure: <br /> <br />o ft <br />1060.00 gpm <br />132.47 gpm <br />54.57 psi <br /> <br />Date Of Test: <br /> <br />3-12-08 <br /> <br />Static Pressure: <br />Test Residual Pressure: <br />Calculated Inflow Residual Pressure: <br /> <br />55.00 psi <br />35.00 psi <br />43.91 psi <br /> <br /> <br />Calculation Mode: <br />HMO Minimum Residual Pressure: <br />Number Of Active Nodes: <br />Number Of Active Pipes: <br />Number Of Active Sprinklers: <br /> <br />Active Version <br /> <br />Demand <br />7.00 psi <br />9 <br />8 <br />5 <br /> <br />Minimum Desired Flow Density: <br /> <br />0.10 gpm/ft2 <br /> <br />Number Of Inactive Pipes: <br />Number Of Inactive Sprinklers: <br /> <br />o <br />o <br /> <br />200 Pipe Capacity <br /> <br />Wednesday, March 12, 2008 <br />