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1201 Silver Lake Dr - NO PERMIT # (1988) (FIRE) DOCUMENTSHYDRAULIC SUMMARY SHEET NAME DATE LOCATION 12D1 I vtrp K• Da BUILDING A RFA- Z SYSTEM NO. CONTRACTOR _Vr Fi Ri: o -re_ /00 CONTRACT NO. 8 54 CALCULATED BY DRAWING NO. I o,= CONSTRUCTION: Cl COMBUSTIBLE NON-COMBUSTIBLE CEILING HEIGHT /O-y FT. OCCUPANCY- EN&InIF_RRI"G- IiAxir nr_F,ecc d' NFPA 13: ZlXLT. HAZ. ORD. HAZ. GP. 1 2 3 EX. HAZ. Z NFPA 231 NFPA 231C: FIGURE CURVE c7 a OTHER (Specify) _ FacToAY i",loTvR I-- W' O SPECIFIC RULING MADE BY DATE AREA OF SPRINKLER OPERATION DO P6 SYSTEM TYPE co DENSITY WET DRY DELUGE PRE -ACTION h AREA PER SPRINKLER _ HOSE ALLOWANCE GPM: INSIDE MAKE _VI ITI AJ MODG- % EL HOSE ALLOWANCE GPM: OUTSIDE 2 50 SIZE VL" K-FACTOR S. RACK SPRINKLER ALLOWANCE TEMPERATURE RATING ° CALCULATION GPM REOUIRED Ll 6 PSI REQUIRED 3-5 AT BASE OF RISER, SUMMARY D C" FACTOR USED: OVERHEAD / Z O UNDERGROUND AWATER FLQWTEATDATE & TIME CJPunI PUMP DATA RATED CAPACITY ZOOO TANK OR R 4 RVOIR CAPACITY jSTATICPSI O AT PSI Z 5 ELEVATION j RESIDUAL PSI IZ5' ELEVATION 2- GPM FLOWING ZC.C' 6Ir FW- ELEVATION Z WE LL PROOF FLOW GPM Q LOCATION SOURCE OF INFORMATION COMMODITY ' CLASS LOCATION w STORAGE HEIGHT AREA AISLE WIDTH STORAGE METHOD: SOLID PILED % PALLETIZED % RACK % IO ti SINGLE ROW CONVENTIONAL PALLET AUTOMATIC STORAGE ENCAPSULATED DOUBLE ROW SLAVE PALLET SOLID SHELVING NON- 0 MULTIPLE ROW OPEN ENCAPSULATED Y U FLUE SPACING IN INCHES CLEARANCE FROM TOP OF STORAGE TO QEILINQ LONGITUDINAL TRANSVERSE FT. IN. HORIZONTAL BARRIERII PROVIDED AMIIIIISV1ATIONS US[O IN CALCULATIONS O • : LOW INCR19MKNT AT OPSCI:IC LOCATION T • TII./LOW TURN SO 000 O .: LOW AT A OPICIItC LOCATION C • CROO16:LOW TURNIO 000 O. P.M. • GALLONS PIR MINUTI OIL.V. • DOLUOI VALVI 1. • POUND PIR SOUARI INCH O.P.V. - DRY PIPI VALVI PT TOTAL PRIO•URI IN P.N.I. AL.V. - ALARM VALVS P:. PRQO•URQ LOOS OUI TO FRICTION OV - OATS VALVI P6 PRIOSURI CH ANDUI TO ILIVATION CV- OWING CHICK VALVI PN PRIOSURI NORMAL AV . ANOLS VALVI PV PR HSSURI VILOCI TY OLV • GLOBS VALVI aQ • 40• RLOOW a . oo• aLeow OT STRAINSR L.T. Q. • LONG TURN ILOOW OFP-TACK/ LOW PRIVINTSR TW THIN - WALL PIPS DPDITKCTOR CHICK VALVI OV . •UTTIRFLY VALVI Cn Ru Mn. r-a- RA2 2/70 WCV'- WAPIR CHICK VALVI MULTIPLY SCALE BY r. P M ISO 1006 00 0 1 2 3 4 5 7- 7--.E ZIOOL 7-- —1:_- L(,n 0 fb GPI__. 57P -PM FO R- I .......... ID 1 GPM z 0 Do 0 c z T1 z 0 VA r 0 U) cn x CA rri rrl -4 to rn K z oZp IRENE[ HYDRAULIC ANALYSIS OF 4-FIRE PROTECTION SPRINKLER SYSTEM VERSION 1 - JULY 1984 DATE FOR THIS COMPUTER RUN = 10-24-88 ID FOR THIS COMPUTER RUN = EMERSON INPUT DATA FILE NAME = D AREA OUTPUT DATA FILE NAME = 8854 SPRINKLER SYSTEM DATA SUMMARY WATER SUPPLY CHARACTERISTICS: STATIC PRESSURE = 150 PSI RESIDUAL PRESSURE = 125 PSI RESIDUAL FLOW = 2000 GPM ELEVATION OF PRESSURE GAGE = 0 FT. FLOW REQUIREMENTS: OUTSIDE HOSE FLOW REQUIREMENT (AT SUPPLY) = 0 GPM INSIDE HOSE FLOW REQUIREMENT (AT LOCATION 0 ) = 0 GPM TOTAL SPRINKLER SYST[M FLOW REQUIRED (BASE OF RISER) = 0 GPM ADDITIONAL FLOW REQUIREMENTS: FLOW REQUIREMENT = 250 GPM - AT LOCATION (NODE) = 4 SPRINKLER INFORMATION: MAXIMUM SPACING OF SPRINKLER HEADS = 14.08 FT. MAXIMUM SPACING OF BRANCH LINES = 12 FT. REQUIRED MINIMUM FLOW (PER SPRINKLER) = 16.9 GPM REQUIRED MINIMUM FLOW DENSITY = .1 GPM/SQ. FT. OTHER SPRINKLER SYSTEM DATA: DEFAULT VALUE FOR C-FACTOR = 120 NUMBER OF BOOSTER PUMPS = 0 SUMMARY OF.SPRINKLER-OPERATION: SPRINKLER CONSTANT = 5.6 LOCATION OF OPERATING SPRINKLERS: 101 102 103 104 105 106 107 108 109 110 111 112 HYDRAULIC ANALYSIS WITH REQUIRED FLOW AT'REMOTE HEAD SUMMARY OF SPRINKLER SYSTEM OPERATION:*:*:#::* THE FOLLOWING SPRINKLERS ARE OPERATING LOCATION SPRINKLER K ELEVATION FLOW PRESSURE 101 5.60 11.34 23.81 18.08 102 5.60 11.34 23.74 103 5.60 11.34 21.42 14.63 104. 5.60 11.34 21.35 14.54 105 5.50 11.34 20.35 13.21 106i6 5.60 11.34 20.29 13.12 107i7 5.60 11.34 18.67 11.12 100i8 5.60 11.34 18.61 11.04 1013 5.60 11.34 17.86 10.17 110 5.60 11.34 17.80 10. 10 1 1 1 3.60 11.34 16.96 9.17 112 5.60 11.34 16.90 9.11 THE TOTAL SPRINKLER FLOW DELIVERED = 237.75 GPM THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.100 GPM/SO FT WATER SUPPLY CHARACTERISTICS LOCATION AT PIPE NO 1 STATIC PRESSURE = 150 PSI RESIDUAL PRESSURE = 125 PSI AT 2000 GPM OPERATING PRESSURE = 35.29 PSI AVAILABLE PRESSURE = 148.16 PSI AT 487.63 GPM EXCESSIVE (OR REQUIRED) SUPPLY PRESSURE = 112.87 PSI :#::#:* *:*:#::*:#:*_ Wt 41, k::a::;k::1;:a::I::::k:::f::1::..c:•.:i::•k::Ici:: k:: i:::a:;:: ;::k::#:: k::::::::::: k::I:::k:::k::I::k::k:::::k::#:::::#::k::#::#::#::k::::#:::k::#::#: c:i::;k::#::#: k:.y:::}::#::#::a::#::#::c:#: SUMMARY OF HYDRAULIC CALCULATIONS k::#::#:?le:#:::::#::#::::::#::k::#:;•k::k::#::::::k::#::#::#::#::#::#::#:;k::#::#::k::ic:#::k:::#::#::#::#::#:::#:::#::::#;:::#::#:::#::#:::#:::I•;:#::k::#::#::c:#::#::#::#::c• NODES FLOW PIPE EQV. H-W DIA. PSI/ ELEV. START END DIFF. FROM -TO GPM) FT.) FT C- I N . 100-FT PSI. PSI. PSI. PSI. 1 2 487.64 1.00 0.00i0 120 8.07 0.23 0.00 35.29 35.29 0.00 2 3 487.64 140.00 166.30 140 9.79 0.07 0.06 35.29 35.00 0.21 3 4 487.64 225.00 38.58 140 9.79 0.07 0.00 35.08 34.90 0.18 4 1.4 237.64 50.00 03.8E 140 8.39 0.04 0.00 34.90 34.86 0.04 1 14 15 237.64 10.00 12.00 120. 4.26 1.38 7. 80 34.8 26.65 8.21 15 16 237.64 16.50 10.000 1.20 4.26 1.38 0.00 27.65 26.28 0.37 16 17 237.64 8.00 22.00 120 3.26 5.08 -3. 18 26.28 27.93 1 . 65 17 20 237.64 2.50 7.00 120 3.26 5.08 0.00 27.93 27.45 0.48 20 21 237.64 12.00 0.00 12G 3.26 5.08 0.00 27.45 26.84 0.61 21 22 118.62 12.00 0.00 120 3.26 1.40 0.00 26.84 26.67 0.17 21 31 119.02 0.67 8.00 120 1.61 43.82 0.29 26.84 22.75 4.09 22 3 "' l i 118. 62 0.67 8.00 120 1.61 43.56 0.29 26.67 22.61 4.07 31 101 119.02 2.50 8.00 120 1.61 43.82 0.00 22.75 18.15 4.60 32 102 118.62 2.50 8.00 1.20 1.61 43.56 0.000 22.61 18.03 4.57 101 103 95.23 12.00 0.00 120 1.61 29.00 0.00 18.15 14.67 3.48 102 104 94.91 12.00 0.00 120 1.61 28.82 0.00 18.03 14.57 3.46 103 105 73.82 7.92 0.00 120 1.61 18.10 0.00 14.67 13.24 1.43 104 106 73.57 7.92 0.00 120 1.61 17.98 0.00 14.57 13.1.5 1.42 105 107 53.48 10.00 0.00 120 1.38 1 . 10 0.000 13.24 11.13 2.11 106 108 53.30 10.000 0.00 120 1.38 20.97 0.00 13. 15 11.05 2.10 107 109 34.81 10.00 0.00 120 1.38 9.53 0.00 11.13 10.17 0.95 108 110 34.69 10.00 0.00 120 1.38 9.47 0.00 11.05 10.11 0. 95 109 111 16.96 10.50 0.00 120 1.05 9.56 0.00 10.17 9.17 1.0o 110 112 16- 90 10.50 0.00 120 1.05 9.50 0.00 10.11 9.11 1.00 THE MAXIMUM VELOCITY OF 18.75 FT/S OCCURS BETWEEN NODES 31 AND 101 04569 OF /AlSEl_ END OF SIMULATION ****:*