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PAGE sal <br /> VIKING AUTOMATIC SPRINKLER CO. <br /> ST. PAUL , MN 5511.:3 <br /> 612-636-4680 <br /> HYDRAULIC DESIGN INFORMATION SHEET <br /> NAME — ORONO SCHOOL DATE — 062592 <br /> LOCATION — 685 OLD CRYSTAL BAY ROAD <br /> BUILDING — ELEMENTARY SCHOOL SYSTEM NO. — ZONE ##2 <br /> CONTRACTOR — VIKING AUTOMATIC SPRINKLER CO CONTRACT NO. — 7653 <br /> CALCULATED BY — BRAD BECHEL DRAWING NO. — 1 <br /> CONSTRUCTION: ( ) COMBUSTIBLE (X ) NON—COMBUSTIBLE CEILING HEIGHT 17 '-5" <br /> OCCUPANCY — GYMNASIUM <br /> S (X )NFPA 13 ( )LT. HAZ . ORD.HAZ .GP . ( ) 1 (X )2 4 )3 ( )EX .HAZ .� <br /> Y ( )NFPA 231 ( )NFPA 231C FIGURE 5-2.3 CURVE ORD GRP II <br /> S ( )OTHER <br /> T ( )SPECIFIC RULING MADE BY DATE <br /> E <br /> M AREA OF SPRINKLER OPERATION 1500 SYSTEM TYPE <br /> DENSITY—GPM/Ft"2 .20 (X) WET ( ) DRY <br /> D AREA PER SPRINKLER 127.49 t } DELUGE t ) 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 SPRIhtt=::LER ALLOWANCE 0 SIZE 17/32" K—FACTOR 8.20 <br /> G ELEVATION AT HIGHEST OUTLET 16.50 TEMPERATURE RATING 165 <br /> N NOTE <br /> CALCULATION GPM REQUIRED 585 .69 PSI REQUIRED 50.5 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 GPM <br /> S ELEVATION 16.5 <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 ( ) SINGLE ROW ( ) CONVEN. PALLET ( ) AUTO. STORAGE t ) 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 />