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Old Crystal Bay Road North
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0685 Old Crystal Bay Road North - 33-118-23-21-0002
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Sprinkler system schematics
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Last modified
8/22/2023 4:48:06 PM
Creation date
2/27/2018 12:25:36 PM
Metadata
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Template:
x Address Old
House Number
685
Street Name
Old Crystal Bay
Street Type
Road
Street Direction
North
Address
685 Old Crystal Bay Road North
Document Type
Misc
PIN
3311823210002
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PAGE 01 <br /> VIKING AUTOMATIC SPRINKLER CO. <br /> ST. PAUL , MN 551 12 <br /> 612-636-468_! <br /> HYDRAULIC DESIGN INFORMATION SHEET <br /> -------------- <br /> NAME - ORONO SCHOOL DATE - 072392 <br /> LOCATION - 685 OLD CRYSTAL BAY ROAD <br /> :BUILDING - MIDDLE SCHOOL SYSTEM NO. - ZONE #5 <br /> CONTRACTOR - VIf-MING AUTOMATIC SPRINKLER. CO CONTRACT NO. - 7653 <br /> CALCULATED BY - BRAD BECHEL DRAWING NO. - <br /> CONSTRUCTION: ( ) COMBUSTIBLE (X) NON-COMBUSTIBLE CEILING HEIGHT 23 '-011 <br /> OCCUPANCY - GYMNASIUM <br /> S (X )NFPA 13 ___-- (� ) LT.-HAZ .------ORD.HAZ .GP . ( ) 1 ( )2 (X )•:� ( )EX .HAZ . <br /> Y ( )NFPA 2-1 ( )NFPA 231C FIGURE 5-2.3 CURVE ORD GRP III <br /> S ( )OTHER <br /> T ( )SPECIFIC RULING MADE BY DATE <br /> M AREA OF SPRINKLER OPERATION 15oO SYSTEM TYPE <br /> DENSITY-GPM/Ft"2 .20 (X) WET 4 ) DRY <br /> D AREA PER SPRINKLER 101 .53 ( ) 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 RACE`: SPRINKLER ALLOWANCE 0 SIZE 1/2" K-FACTOR 5 .62- <br /> G <br /> .62G ELEVATION AT HIGHEST OUTLET '22.0i? TEMPERATURE RATING 1.65 <br /> N NOTE <br /> CALCULATION GPM REQUIRED 595 .01 PSI REQUIRED 49 .02 AT HYDRANT <br /> SUMMARY C-FACTOR USED: OVERHEAD 12o 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 (PST. ) 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 /> M (- ) SINGLE ROW ( ) CONVEN. PALLET ( ) AUTO. STORAGE ( ) ENCAP . <br /> R ( ) DOUBLE ROM ( ) SLAVE PALLET ( ) SOLID SHELF t ) NON <br /> S A ( ) MULT. ROW ( ) OPEN SHELF <br /> 0 K FLUE SPACING-- CLEARANCE:STORAGE TO CEILING <br /> R LONGITUDINAL TRANSVERSE <br /> G HORIZONTAL BARRIERS PROVIDED- <br /> E <br /> =h=r •fr,r l f-C- ! Tp,�_! _ -1 -ht(^ rW (t._f1i� r, - -�'I-10W (clPM i PRESSURE (PSI ) <br /> t t t T __ r, r L-.. , <br />
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