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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 #3 <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 - M AO/c EZ /Zoom <br /> S (X)NFPA 13 ( )LT. HAZ. ORD.HAZ .GP. ( ) 1 ( )2 (X)3 t )EX.HAZ . <br /> Y ( )NFPA 231 ( )NFPA 2310 FIGURE 5-2.3 CURVE ORD GRP III <br /> S ( )OTHER <br /> T ( )SPECIFIC RULING MADE BY DATE <br /> E <br /> M AREA OF SPRINKLER OPERATION 1500 SYSTEM TYPE <br /> DENSITY-GPM/Ft42 .20 (X) WET ( ) DRY <br /> D AREA PER SPRINKLER 110.25 ( ) DELUGE ( ) PREACTION <br /> E HOSE ALLOWANCE GPM-INSIDE - 0 SPRINKLER OR NOZZLE <br /> S HOSE ALLOWANCE GPM-OUTSIDE 250 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 609.90 PSI REQUIRED 41 .87 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. CAP. <br /> T TIME OF TEST @ PSI ELEV. <br /> E STATIC (PSI ) 59.5 ELEV. <br /> R RESIDUAL (PSI ) 20 WELL <br /> FLOW (GPM) 2050 PROOF FLOW GPK <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 ( ) ENCAP . <br /> R ( ) DOUBLE ROW ( ) SLAVE PALLET ( ) SOLID SHELF ( ) 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 />