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FIRE SUPPRESSION SERVICES Page 1 <br />ORONO COMMONS Date 062911 <br /> <br /> HYDRAULIC DESIGN INFORMATION SHEET <br /> <br />Name - ORONO COMMONS Date - 5-25-23 <br />Location - SECOND FLOOR DA-2 <br />Building - 2430-2440 N BLOSSOM CIRCLE System No. - <br />Contractor - FIRE SUPPRESSION SERVICES‚ LLC Contract No. - <br />Calculated By - J GANTER Drawing No. - <br />Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 10' <br />OCCUPANCY - RESIDENTIAL <br /> <br /> <br />S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D <br />Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( ) <br />S ( )Other <br />T ( )Specific Ruling Made by Date <br />E <br />M Listed Flow at Start Point - 13 Gpm System Type <br /> Listed Pres. at Start Point - 10.6 Psi (X) Wet ( ) Dry <br />D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction <br />E Domestic Flow Added - Gpm Sprinkler or Nozzle <br />S Additional Flow Added - Gpm Make VIKING Model VK4860 <br />I Elevation at Highest Outlet - 20 Feet Size 1/2 K-Factor 4.0 <br />G Note: Temperature Rating 155 <br />N <br /> <br /> <br />Calculation Gpm Required 26.2 Psi Required 32.6 At POC <br />Summary C-Factor Used: Overhead 150 Underground 150 <br /> <br /> <br />W Water Flow Test: Pump Data: Tank or Reservoir: <br />A Date of Test - 12-1-21 Rated Cap. Cap. <br />T Time of Test - 10:00 AM @ Psi Elev. <br />E Static (Psi) - 61 Elev. <br />R Residual (Psi) - -- Other Well <br /> Flow (Gpm) - --- Proof Flow Gpm <br />S Elevation - 2 <br />P Location: WILLOW DRIVE & KELLY PARKWAY <br />P <br />L Source of Information: STATIC PRESSURE GAUGED <br />Y <br /> <br /> <br /> <br />Computer Programs by Hydratec Inc. Route 111 W indham N.H. USA 03087