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HomeMy WebLinkAbout205 E 25 St 25147 sprinklers Ace hardwareice +lar-j wax-e, R 0 S e a S Si- e + -A- 14,-7r(Kt c)5 r NY.DRAULIC SUMMARY SHEET NAME A GE 114,e-D014R6 719i2 - DATE-6- 2149 LOCATION BUILDING SYSTEM NO. CONTRACTOR 777Ri NG CONTRACT NO. CALCULATED BY DRAWING NO. CONSTRUCTION: COMBUSTIBL,,ENON-COMBUSTIBLE CEILING HEIGHT /¢rTE FT. OCCUPANCY /' iE_,¢LA/V T/ 2/ NFPA 13: LT. HAZ. ORD. HAZ. GP. 1 of 2 3 EX. HAZ. zz NFPA 231 _ NFPA 231C: FIGURE CURVE c7 OTHER (Specify) w SPECIFIC RULING MADE BY DATE w AREA OF SPRINKLER OPERATION 5 SYSTEM TYPE to *- DENSITY • 1WET DRY DELUGE PRE -ACTION N AREA PER SPRINKLER % Z SPRINK ER OR NOZZLE HOSE ALLOWANCE GPM: INSIDE MAKE 6DISC MODEL HOSE ALLOWANCE GPM: OUTSIDE 2S0 SIZE K-FACTOR 5, RACK SPRINKLER ALLOWANCE TEMPERATURE RATING_1J 321, 3 CALCULATIONSUMMARY GPM REQUIRED PSI REQUIRED AT BASE OF RISER . C" FACTOR USED: OVERHEAD J4D UNDERGROUND 450,010 J WATER FLOW TEST DATE & TIME d'ZB-9(% PUMP DATA RATED CAPACITY TANK OR RFSFRVOIR CAPACITY a STATIC PSI 60 AT PSI ELEVATION j bESIOUAL PSI 46 ELEVATION GPM FLOWING20 WELL w ELEVATION Z PROOF FLOW GPM H- 3 LOCATION Y 9AivT 0A/ 6 " C -fY SOURCE OF INFORMATION 50aP ARE /',eEv N`Tio COMMODITY CLASS LOCATION w STORAGE HEIGHT AREA AISLE WIDTH Q STORAGE METHOD: SOLID PILED % PALLETIZED % RACK % SINGLE ROW CONVENTIONAL PALLET AUTOMATIC STORAGE ENCAPSULATED y DOUBLE ROW SLAVE PALLET SOLID SHELVING ' NON- MULTIPLE ROW OPEN ENCAPSULATED Y O 2 FLUE SPACING IN INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING FT. IN. 0LONGITUDINALTRANSVERSEHORIZONTAL BARRIERS PROVIDED ABBREVIATIONS USED IN CALCULATIONS Q FLOW INCREMENT AT SPECIFIC LOCATION T . TEE -FLOW TURNED 900 Q FLOW AT A SPECIFIC LOCATION C . CROSS -FLOW TURNED 900 G. P.M. - QALLONS PER MINUTE OEL.V.. DELUGE VALVE P. S.I. POUND PER SQUARE INCH O.P.V.. DRY PIPE VALVE PT- TOTAL PRESSURE IN P.S.I. AL.V. ALARM VALVE PF . PRESSURE LOSS DUE TO FRICTION GV - GATE VALVE PE - PRESSURE CHANGE DUE TO ELEVATION CV SWING CHECK VALVE PN . PRESSURE NORMAL AV - ANGLE VALVE PV - PRESSURE VELOCITY GLV GLOBE VALVE EE . 40 ELBOW ST . STRAINER E. 90 ELBOW BFP BACKFLOW PREVENTER L. T.E.. LONG TURN ELBOW DCV DETECTOR CHECK VALVE TW TKIN-WALL PIPE _ BV . BUTTERFLY VALVE WCV . WAFER CHECK VALVE FORM NO. GS- 502 2/79 FIRENET *** HYDRAULIC ANALYSIS OF A FIRE PROTECTION SpRINKLERSYSTEM VERSION 1 - JULY 1984 DATE FOR THIS COMPUTER RUN = 6-28-90 ID FOR THIS COMPUTER RUN = ACE HARDWARE INPUT DATA FILE NAME = ACE OU'PUT DATA FILE NAME = 28-9O SpRINKLER SYSTEM DATA SUMMARY WATER SUPPLY CHARACTERISTICS: STATIC PRESSURE = 60 PSI RESIDUAL PRESSURE = 48 PSI RESIDUAL FLOW = 820 GPM ELEVATION OF PRESSURE GAGE = 2 FT. FLOW REQUIREMENTS: OUTSIDE HOSE FLOW REQUIREMENT (AT SUPPLY) = 0 GPM INSIDE HOSE FLOW REQUIREMENT (AT LOCATION 0 0 GPM TOTAL SPRINKLER SYSTEM FLOW REQUIRED (BASE OF RISER) = 0 GPM ADDITIONAL FLOW REQUIREMENTS: FLOW REQUIREMENT = 250 GPM - AT LOCATION NODE) = 2 SPRINKLER INFORMATION: MAXIMUM SPACING OF SPRINKLER HEADS = 10.33 FT. MAXIMUM SPACING OF BRANCH LINES = 12.5 FT. REQUIRED MINIMUM FLOW (PER SPRINKLER) = 24.5 GPM REQUIRED MINIMUM FLOW DENSITY = .19 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: 51 52 53 54 55 56 57 58 59 60 61 62 HYDRAULIC ANALYSIS WITH REQUIRED FLOW AT REMOTE HEAD l | SUMMARY OF SPRINKLER SYSTEM OPERATION**** THE FOLLOWING SPRINKLERS ARE OPERATING LOCATION SPRINKLER K ELEVATION FLOW PRESSURE n 51 5 60 16 25 30 30 29 28 52 5.60 16.25 28.62 26.11 53 5.60 16.25 28.51 25.92 54 5.60 15.83 30.24 29.17 55 5.60 15.93 27.14 23.48 56 5.60 15.83 27.04 23.31 57 5.60 15.41 26.30 22.06 58 5.60 15.41 26.20 21.89 59 5.60 14.99 25.47 20.68 60 5.60 14.99 25.37 20.53 61 5.60 14.57 24.59 19.28 62 5.60 14.57 24.50 19.14 THE TOTAL SPRINKLER FLOW DELIVERED 324.27 GPM j THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.190 GPM/SO FT . WATER SUPPLY CHARACTERISTICS LOCATION AT PIPE NO 1 STATIC PRESSURE = 60 PSI RESIDUAL PRESSURE = 48 PSI AT 820 GPM ^ OPERATING PRESSURE = 50.37 PSI AVAILABLE PRESSURE = 53.79 PSI AT 574 25 GPM ' EXCESSIVE (OR REQUIRED) SUPPLY PRESSURE = 3.41 PSI i SUMMARY OF HYDRAULIC CALCULATIONS ************* Q NODES FLOW PIPE EQV. H-W DIA. PSI/ ELEV. START END DIFF. FROM -TO GPM) FT.) FT C- IN. 100-FT PSI. PSI. PSI. PSI. 1 2 574.25 30.00 95.79 140 6.28 0.80 0.00 51.25 50,24 1101 2 3 324.25 5.00 185.00 120 6.07 0.44 0.00, 50.24 49.40' 023 3 4 324.25 34.00010.36 150 6.09 0.28 0.00 49 40 48-99 0.40 W 14 324.25 11.50 12.00 120 4.26 2~45 4.98 6705 43.43 5.P6 14 15 324.25 42.50 20.00 120 4.26 2.45 1.55 43.43 40.34 3.09, 15 21 324.25 93.50 15.00 120 3.26 9.03 0.00 40.34 30.55 9. V 21 22 263.73 12.50 0.00 120 3.26 6.16 0.00 30.55 29.78 0.,77 22 23 131.62 12.50 0.00 120 3.26 1.70 0.00 29.78 29.56 01 21 31 60.53 1.17 10.00 120 2.16 3.01 0.51 30.55 29.70 0.84 22 32 132.10 1.17 10.00 120 2.16 12.79 0.51 29.78 27.84 1.14 23 33 131.62 1.17 10.00 120 2.16 12.71 0.51 29.56 27.64 1.93 31 51 60.53 1.42 12.00 120 2.16 3,01 0.00 29.70 29.30 0,40 32 52 132.10 1.42 12.00 120 2.16 12.79 0.00 27.84 26.12 1_72 33 53 131.62 1.42 12.00 120 2.16 12.71 0.00 27.64 25.93 1.71 51 54 30.23 10.33 0.00 120 1.68 2.80 0.18 29.30 29.19 0.11 52 55 103.49 10.33 0.00 120 1,68 27.34 0.18 26.12 23.48 1164 53 56 103.11 10.33 0.00 120 1.68 27.15 0.18 25.93 23.31 2162 55 57 76.36 10.33 0.00 120 1.68 15.57 0.18 23.48 22.05 1.43 56 58 76.08 10.33 0.00 120 1.68 15.46 0.18 23.31 21.89- 1, 57 59 50.06 10.33 0.00 120 1.44 15.07 0.18 22.05 20.68' 1.37 58 60 49.87 10.33 0.00 120 1.44 14.97 0.18 21.89 20.53 1136 59 61 24.59 10.33 0.00 120 1.10 15.30. 0.18 20.68 19.28 1440 60 62 24.50 10.33 0.00 120 1.10 15.20 0.18 20.53 19.14 1.39 THE MAXIMUM VELOCITY OF 14.94 FT/S OCCURS BETWEEN NODES 52 AND 55 l END OF SIMULATION ***** v