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PAGE o1 <br /> VIKING AUTOMATIC SPRINKLER CO. <br /> ST. PAUL, MN 55113 <br /> 612-636-4680 <br /> - HYDRAULIC DESIGN ,INFORMATION SHEET <br /> !AME - ORONO SCHOOL DATE - 070792 <br /> LOCATION - 685 OLD CRYSTAL LAY ROAD <br /> BUILDING - MIDDLE SCHOOL SYSTEM NO. - ZONE #4 <br /> CONTRACTOR - VIKING AUTOMATIC SPRINKLER CO CONTRACT NO. - 7653 <br /> CALCULATED BY - BRAD BECHEL DRAWING NO. - 3 <br /> CONSTRUCTION: ( ) COMBUSTIBLE (X ) NON-COMBUSTIBLE CEILING HEIGHT 9 '-8" <br /> OCCUPANCY - CLASSROOM <br /> 3 (X )NFPA 13 (X )LT. HAZ . ORD.HAZ .GP . ( ) 1 ( )^ ( )3 t )EX .HAZ. <br /> Y ( )NFPA 231 ( )NFPA 231C FIGURE 5-2.3 CURVE LIGHT <br /> ( )OTHER <br /> T ( )SPECIFIC RULING MADE BY DATE <br /> E <br /> M AREA OF SPRINKLER OPERATION 1500 SYSTEM TYPE <br /> DENSITY-GPM/Ft^ . 10 (X) WET ( 7 DRY <br /> D AREA PER SPRINKLER 209.50 { ) DELUGE { } PREACTION <br /> E HOSE ALLOWANCE GPM-INSIDE 0 SPRINKLER OR NOZZLE <br /> `3 HOSE ALLOWANCE GPM-OUTSIDE 100 MAKE RELIABLE MODEL G <br /> I RACK SPRINKLER ALLOWANCE SIZE 1/2" K-FACTOR 5 .62 <br /> G ELEVATION AT HIGHEST OUTLET 26.25 TEMPERATURE RATING 165 <br /> i l NOTE <br /> CALCULATION GPM REQUIRED 309. 19 PSI REQUIRED 50.77 AT HYDRANT <br /> SUMMARY C-FACTOR USED: OVERHEAD 1.r^_0 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 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 9.66 <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 /> 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 />