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PAGE 01 <br /> VIKING AUTOMATIC SPRINKLER CO. <br /> ST. PAUL, MN 55113 <br /> 612-636-4680 - <br /> HYDRAULIC DESIGN INFORMATION SHEET <br /> NAME - ORONO SCHOOL DATE - 080792 <br /> LOCATION - 685 OLD CRYSTAL BAY ROAD <br /> BUILDING - ELEMENTARY SCHOOL SYSTEM NO. - ZONE #5 <br /> CONTRACTOR - VIKING AUTOMATIC SPRINKLER CO CONTRACT NO. - 7653 <br /> CALCULATED BY - BRAD BECHEL DRAWING NO. - <br /> CONSTRUCTION: ( ) COMBUSTIBLE (X) NON-COMBUSTIBLE CEILING HEIGHT 9'-0" <br /> OCCUPANCY - CAFETERIA <br /> S (X)NFPA 13 (X)LT. HAZ . ORD.HAZ .GP. ( ) 1 t )2 t )3 t )EX .HAZ. <br /> Y ( )NFPA 231 ( )NFPA 231C FIGURE 5-2.3 CURVE LIGHT <br /> S ( )OTHER ' <br /> T ( )SPECIFLC RULING MADE BY DATE <br /> E <br /> M AREA OF SPRINKLER OPERATION 1500 SYSTEM TYPE <br /> DENSITY-GPM/ft"2 -10 (X) WET ( ) DRY <br /> D AREA PER SPRINKLER 168.38 DELUGE t ) _PREACTION <br /> E HOSE ALLOWANCE GPM-INSIDE 0 SPRINKLER OR NOZZLE <br /> S HOSE ALLOWANCE GPM-OUTSIDE 100 MAKE RELIABLE MODEL G <br /> I RACK SPRINKLER ALLOWANCE 0 SIZE 1/2" K-FACTOR 5 .62 <br /> G ELEVATION AT HIGHEST OUTLET 0 TEMPERATURE RATING 165 <br /> N NOTE <br /> CALCULATION GPM REQUIRED 312.61 PSI REQUIRED 28.84 AT HYDRANT <br /> SUMMARY C-FACTOR USED: OVERHEAD 120 UNDERGROUND 140 <br /> W WATER FLOW TEST: PUMP DATA: TANK OR RESERVOIR: <br /> A DATE OF TEST RATED CAP . CAL' . <br /> T TIME OF TEST C PSI ELEV. <br /> E STATIC (PSI ) 59.5 ELEV. <br /> R RESIDUAL (PSI ) 20 WELL <br /> FLOW (GPM) 2050 PROOF FLOW GPM <br /> S ELEVATION 0 <br /> U <br /> P LOCATION AT HYDRANT OUTSIDE BUILDING <br /> P <br /> L SOURCE OF INFORMATION CALCULATED WATER FLOW FROM FUTURE WATER TOWER BY <br /> Y B.R.A ENGINEER <br /> COMMODITY CLASS LOCATION <br /> C STORAGE HT. AREA AISLE W. <br /> 0 STORAGE METHOD: SOLID PILED % PALLETIZED % RACK % <br /> M <br /> M ( ) SINGLE ROW ( ) CONVEN. PALLET ( ) AUTO. STORAGE t ) ENCAP . <br /> R ( ) DOUBLE ROW ( ) SLAVE PALLET ( ) SOLID SHELF t ) NON <br /> S A ( ) • MULT. ROW ( ) OPEN SHELF <br /> T C <br /> 0 K FLUE SPACING CLEARANCE:STORAGE TO CEILING <br /> R LONGITUDINAL TRANSVERSE <br /> A <br /> G HORIZONTAL BARRIERS PROVIDED: <br /> E <br />