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• �� <br /> Page 1 <br /> ' MAIN I�.EVEL Date <br /> HYDRAUL/C CALCULATIONS <br /> for <br /> Projectname: NARROWS SALOON <br /> Location: 3380 SHORELINE DRIVE, NAVARRE, MN <br /> Drawing no: 1 <br /> Date: 4-4-2016 <br /> Design <br /> Remote area number: 1 <br /> Remote area location: MAIN FLOOR <br /> Occupancyclassification: SEATING <br /> Density: .10 - Gpm/SqFt <br /> Area of application: 900 - SqFt <br /> Coverage per sprink/er: 182 - SqFt <br /> Type of sprink/ers calculated: RECESS <br /> No. of sprinklers calculated: 8 <br /> In-rack demand: -GPM <br /> Hose streams: 100-GPM <br /> Total water required(including hose streams): 255.19 - GPM @ 43.11 - Psi <br /> Type of system: W ET <br /> Volume of dry or preaction system: - Gal <br /> Water supply information <br /> Date: 2015 <br /> Location; 3380 SHORELINE DRIVE <br /> Source: CITY& CUSTOM DESIGN FLOW TEST <br /> Name of contractor: OLSEN FIRE PROTECTION <br /> Address: 321 WILSON STREET, N.E. MPLS., MN <br /> Phone number; 612-331-3111 <br /> Name of designer: D CARLSON <br /> Authority having jurisdiction: CITY FIRE INSPECTIONS <br /> Notes:(Include peaking information or gridded systems here.) <br />