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, Zo�s- �o-� 11 <br /> Page 1 <br /> LIQUOR STORE Date <br /> HYDRAULIC CALCULATfONS <br /> for <br /> � � <br /> R� ,� <br /> Project name: OREILLY BUILDING ��� <br /> Location: 3425 SHORELINE DRIVE, ORONO, MN �� <br /> Drawing no: 1 <br /> Date: 6-3-2015 <br /> Design <br /> Remote area number: 1 <br /> Remote area location: LIQUOR STORE <br /> Occupancy classi�cation: ORDINARY GROUP 2 <br /> Density: .20-Gpm/SqFt <br /> Area of application: 900-SqFt <br /> Coverage persprinkler: 120-SqFt <br /> Type of sprinklers calculated: QR UPRIGHT <br /> No, of sprinklers calculated: 9 <br /> !n-rack demand: -GPM <br /> Hose streams: 250-GPM <br /> Total water required(including hose streams): 472.03-GPM @ 46.18- Psi <br /> Type of system: WET <br /> Volume of dry or preaction system: -Gal <br /> Water supply information <br /> Date: 6-2015 <br /> Location: BACK OF BUILDING <br /> Source: CITY WATER DEPT/CUSTOM DESIGN <br /> Name of contractor. INFINITY FIRE PROTECTION <br /> Address: 1110 9TH STREET N.E. NEW PRAGUE, MN 56071 <br /> Phone number. 612-224-1643 <br /> Name of designer: Doug Carlson <br /> Authority having jurisdiction: CITY <br /> Notes:(lnclude peaking information or gridded systems here.) <br />