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HomeMy WebLinkAbout2982 LAS OLAS CT; ; AS000091; Permit5/6/24, 4:14 PM AS00009I Permit Data City of Carlsbad Sprinkler Permit Permit No: AS00009I Job Address: 2982 LAS OLAS CT Permit Type: SPRINK Parcel No: Lot #: 0 Reference No.: PC #: Status: ISSUED Applied 6/21/2000 Approved: 6/28/2000 Issued: 6/28/2000 Inspector: Project Title: COLINA ROBLE MODEL HOME Applicant: Owner: Fees ($) Add'l Fees ($) Total ($) Balance ($) .190 0 190 0 about:blank Ill 6' As0000qi k0oboc[2- M000093 FIRE SPRINKLER SYSTEMS HYDRAULIC CALCULATIONS COVER SHEET COLINA ROBLES - CONCORDIA 1 HD REMOTE CALC PLAN * 1 M2200012 WATER SUPPLY STATIC PRESSURE (psi) 120 RESIDUAL PRESSURE (psi) 20 RESIDUAL FLOW (gpm) 1500 BOOSTER PUMPS NUMBER OF BOOSTER PUMPS 0 SPRINKLERS MINIMUM FLOW PER SPRINKLER (gpm) 18 MINIMUM PRESSURE PER SPRINKLER (psi) 21.30 .4 THIS SYSTEM OPERATES AT A FLOW OF 18.00 gpm AT A PRESSURE OF 42.15 psi AT THE BASE OF THE RISER (REF. PT. 4) 0 - PIPES USED FOR THIS SYSTEM 009 BLAZEMASTER CPVC 018 COPPER TYPE 'L' 019 COPPER TYPE !MI FIRE SPRINKLER SYSTEMS t.J COLINA ROBLES - CONCORDIA 1 HD REMOTE CALC PLAN % 1 M2200012 PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: I TEST AREA 1 [ ] TEST AREA 2 [ I TEST AREA 3 4J REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 201 3.90 20.00 18.00 21.30 THE SPRINKLER SYSTEM FLOW IS 18.00 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 0.00 gpm 1 THE INSIDE HOSE [ I RACK SPKLR'S. I YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 120.00 psi RESIDUAL PRESSURE 20.00 psi AT 1500.00 gpm TQTAL SYSTEM FLOW 18.00 gpm AVAILABLE PRESSURE 119.97 psi AT 18.00 gpm OPERATING PRESSURE 61.51 psi AT 18.00 gpm PRESSURE REMAINING 58.46 psi THE ABOVE RESULTS INCLUDE 4.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A BACKFLOW PREVENTER METER 1 DETECTOR CHECK VALVE I OTHER DEVICE FIRE SPRINKLER SYSTEMS COLINA ROBLES - CONCORDIA 1 HD REMOTE CALC PLAN * 1 M2200012 PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check -------------------- Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 18.00 65.00 0 0.00 150 9 0.884 0.163 0.000 61.51 50.95 10.57 2 3 18.00 67.00 0 0.00 150 9 1.109 0.054 0.000 50.95 43.34 7.61 3 4 18.00 2.00 2 2.01 150 18 1.025 0.079 0.867 43.34 42.15 0.32 4 5 18.00 6.00 6 7.77 150 19 1.055 0.069 2.600 42.15 38.61 0.95 5 10 18.00 2.00 0 0.00 150 9 0.884 0.163 0.867 38.61 37.41 0.33 10 11 18.00 10.00 3 3.01 150 9 0.884 0.163 4.333 37.41 30.97 2.11 11 12 18.00 5.50 2 7.01 150 9 0.884 0.163 0.000 30.97 28.93 2.03 12 13 13.07 24.50 2 7.01 150 9 0.884 0.090 0.000 28.93 26.10 2.83 13 201 18.00 19.50 32 10.02 150 9 0.884 0.163 0.000 26.10 21.30 4.80 13 14 -4.93 49.00 33 6.02 150 9 0.884 0.015 0.000 26.10 26.91 -0.81 14 15 -4.93 42.50 222 21.04 150 9 0.884 0.015 0.000 26.91 27.85 -0.94 15 202 0.00 8.50 3 3.01 150 9 0.884 0.000 0.000 27.85 27.85 0.00 15 12 -4.93 49.50 3222 24.05 150 9 0.884 0.015 0.000 27.85 28.93 -1.09 A MAX. VELOCITY OF 9.4 ft./sec. OCCURS BETWEEN REF. PT. 13 AND 201 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. WATER SUPPLY/DEMAND GRAPH COLINA ROBLES - CONCORDIA 1 HD REMOTE CALC PLAN ff1 M2200012 15000 140.00 .: . 130.00 ............................... .... ......................................... 120.00 4-t----' ____ -.,------.., _ P 11000 R 00.00 —t'— 1 t E 90.00 80.00 S 70.00 U 60.00 10.00 0.00 -'T ---4-------'--t--- 0 500 1000 1500 . 2000 J Supply: 20.00 psi @ 1500.00 qpm FLOW E) Demand: 61.51 psi @ 18.00 gpm So X16 .. •...• .4,3 .... - - - FIRE SPRINKLER SYSTEMS HYDRAULIC CALCULATIONS COVER SHEET COLINA ROBLES - CONCORDIA 2 HD REMOTE CALC PLAN # 1 M2200012 WATER SUPPLY STATIC PRESSURE (psi) 120 RESIDUAL PRESSURE (psi) 20 RESIDUAL FLOW (gpm) 1500 BOOSTER PUMPS NUMBER OF BOOSTER PUMPS 0 SPRINKLERS MINIMUM FLOW PER SPRINKLER (gpm) 14 MINIMUM PRESSURE PER SPRINKLER (psi) 12.88 THIS SYSTEM OPERATES AT A FLOW OF 28.56 gpm AT A PRESSURE OF 41.01 psi AT THE BASE OF THE RISER (REF. PT. 4) PIPES USED FOR THIS SYSTEM 009 BLAZEMASTER CPVC 018 COPPER TYPE 'L' 019 COPPER TYPE 'M' FIRE SPRINKLER SYSTEMS COLINA ROBLES - CONCORDIA 2 HD REMOTE CALC PLAN * 1 M2200012 PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN:. I TEST AREA 1 [ I TEST AREA 2 [ I TEST AREA 3 pJ REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 201 3.90 20.00 14.00 12.88 202 3.90 20.00 14.56 13.93 THE SPRINKLER SYSTEM FLOW IS 28.56 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 0.00 gpm I THE INSIDE HOSE [ I RACK SPKLR'S. 1 YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <---- STATIC PRESSURE 120.00 psi RESIDUAL PRESSURE 20.00 psi AT 1500.00 gpm TOTAL SYSTEM FLOW 28.56 gpm AVAILABLE PRESSURE 119.93 psi AT 28.56 gpm OPERATING PRESSURE 86.94 psi AT 28.56 gpm PRESSURE REMAINING 32.99 psi THE ABOVE RESULTS INCLUDE 11.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A I BACKFLOW PREVENTER [)(3 METER I DETECTOR CHECK VALVE ['1 OTHER DEVICE FIRE SPRINKLER SYSTEMS COLINA ROBLES - CONCORDIA 2 HD REMOTE CALC PLAN # 1 M2200012 PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 28.56 65.00 0 0.00 150 9 0.884 0.382 0.000 86.94 62.11 24.84 2 3 28.56 .67.00 0 0.00 150 9 1.109 0.127 0.000 62.11 42.62 19.49 3 4 28.56 2.00 2 2.01 150 18 1.025 0.186 0.867 42.62 41.01 0.75 4 5 28.56 6.00 6 7.77 150 19 1.055 0.162 2.600 41.01 36.18 2.22 5 10 28.56 2.00 0 0.00 150 9 0.884 0.382 0.867 36.18 34..58 0.74 10 11 28.56 10.00 3 3.01 150 9 0.884 0.382 4.333 34.58 25.28 4.97 11 12 28.56 5.50 2 7.01 150 9 0.884 0.382 0.000 25.28 20.50 4.78 12 13 16.98 24.50 2 7.01 150 9 0.884 0.146 0.000 20.50 15.90 . 4.60 13 201 14.00 19.50 32 10.02 150 9 0.884 0.102 0.000 15.90 12.88 3.01 13 14 2.98 49.00 33 6.02 150 9 0.884 0.006 0.000 15.90 15.58 0.32 14 15 2.98 42.50 222 21.04 150 9 0.884 0.006 0.000 15.58 15.19 0.39 15 202 14.56 8.50 3 3.01 150 . 9 0.884 0.110 0.000 15.19 13.93 1.26 15 12 -11.58 49.50 3222 24.05 150 9 0.884 0.072 0.000 15.19 20.50 -5.30 A MAX. VELOCITY OF 14.92 ft./sec. OCCURS BETWEEN REF. PT. 11 AND 12 - Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. E 90.00 S 80.00 S 70.00 t_J rnnn WATER SUPPLY/DEMAND GRAPH U COLINA RUBLES - CONCORDIA 2 HD REMOTE CALC PLAN U 1 M2200012 --------------------------------- 0 500 1000 1500 - J Supply: 20.00 psi @ 1500.00 gpm FLOW Demand: 86.94 psi @ 28.56 qpm Li FIRE SPRINKLER SYSTEMS HYDRAULIC CALCULATIONS COVER SHEET COLINA ROBLES - CONCORDIA 1 HD REMOTE CALC PLAN # 2 M2200022 WATER SUPPLY STATIC PRESSURE (psi) 120 RESIDUAL PRESSURE (psi) 20 RESIDUAL FLOW (gpm) 1500 BOOSTER PUMPS NUMBER OF BOOSTER PUMPS 0 SPRINKLERS MINIMUM FLOW PER SPRINKLER (gpm) 18 MINIMUM PRESSURE PER SPRINKLER (psi) 21.30 THIS SYSTEM OPERATES AT A FLOW OF 18.00 gpm AT A PRESSURE OF 44.26 psi AT THE BASE OF THE RISER (REF. PT. 4) PIPES USED FOR THIS SYSTEM 009 BLAZEMASTER CPVC 018 COPPER TYPE 'L' 019 COPPER TYPE 'M' FIRE SPRINKLER SYSTEMS COLINA ROBLES - CONCORDIA 1 HD REMOTE CALC PLAN # 2 M2200022 PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: I TEST AREA 1 [ I TEST AREA 2 [ J TEST AREA 3 REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 201 3.90 20.00 18.00 21.30 THE SPRINKLER SYSTEM FLOW IS 18.00 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 0.00 gpm I THE INSIDE HOSE [ I RACK SPKLR'S. 1 YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 120.00 psi RESIDUAL PRESSURE 20.00 psi AT 1500.00 gpm TOTAL SYSTEM FLOW 18.00 gpm AVAILABLE PRESSURE 119.97 psi AT 18.00 gpm OPERATING PRESSURE 63.62 psi AT 18.00 gpm PRESSURE REMAINING 56.35 psi THE ABOVE RESULTS INCLUDE 4.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A I BACKFLOW PREVENTER METER I DETECTOR CHECK VALVE [ I OTHER DEVICE FIRE SPRINKLER SYSTEMS L COLINA ROBLES - CONCORDIA 1 HD REMOTE CALC PLAN * 2 M2200022 PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 18.00 65.00 0 0.00 150 9 0.884 0.163 0.000 63.62 53.06 10.57 2 3 18.00 67.00 0 0.00 150 9 1.109 0.054 0.000 53.06 45.45 7.61 3 4 18.00 2.00 2 2.01 150 18 1.025 0.079 0.867 45.45 44.26 0.32 4 5 18.00 6.00 6 7.77 150 19 1.055 0.069 2.600 44.26 40.72 0.95 5 10 18.00 2.00 0 0.00. 150 9 0.884 0.163 0.867 40.72 39.53 0.33 10 11 18.00 5.00 22 14.03 150 9 0.884 0.163 0.000 39.53 36.43 3.10 11 12 18.00 10.00 2 7.01 150. 9 0.884 0.163 4.333 36.43 29.33 2.77 12 13 18.00 5.50 2 7.01 150 9 0.884 0.163 0.000 29.33 27.30 2.03 13 14 9.73 39.00 32 10.02 150 9 0.884 0.052 0.000 27.30 24.74 2.55 14 15 9.73 10.00 3 3.01 150 9 0.884 0.052 0.000 24.74 24.07 0.68 15 201 18.00 7.00 32 10.02 150 9 0.884 0.163 0.000 24.07 21.30 2.77 15 16 -8.27 8.00 0 0.00 150 9 0.884 0.038 0.000 24.07 24.37 -0.31 16 202 0.00 3.50 3 3.01 150 9 0.884 0.000 0.000 24.37 24.37 0.00 16 13 -8.27 62.00 22 14.03 150 9 0.884 0.038 0.000 24.37 27.30 -2.92 A MAX. VELOCITY OF 9.4 ft./sec. OCCURS BETWEEN REF. PT. 15 AND 201 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. FIRE SPRINKLER SYSTEMS HYDRAULIC.CALCULATIONS COVER SHEET COLINA ROBLES - CONCORDIA 2 HD REMOTE CALC PLAN * 2 M2200022 WATER SUPPLY STATIC PRESSURE (psi) 120 RESIDUAL PRESSURE (psi) 20 RESIDUAL FLOW (gpm) 1500 BOOSTER PUMPS NUMBER OF BOOSTER PUMPS 0 SPRINKLERS MINIMUM FLOW PER SPRINKLER (gpm) 14 MINIMUM PRESSURE PER SPRINKLER (psi) 12.88 THIS SYSTEM OPERATES AT A FLOW OF 28.53 gpm AT A PRESSURE OF 51.16 psi AT THE BASE OF THE RISER (REF. PT. 4) PIPES USED FOR THIS SYSTEM 009 BLAZEMASTER CPVC 018 COPPER TYPE 'L' 019 COPPER TYPE 'M' FIRE SPRINKLER SYSTEMS COLINA ROBLES - CONCORDIA 2 HD REMOTE CALC PLAN * 2 M2200022 PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: I TEST AREA 1 [ I TEST AREA 2 [ I TEST AREA 3 REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 201 3.90 20.00 14.00 12.88 202 3.90 20.00 14.53 13.88 THE SPRINKLER SYSTEM FLOW IS 28.53 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 0.00 gpm THE INSIDE HOSE [ ] RACK SPKLR'S. YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR - ---> AT REF. PT. 1 <--- STATIC PRESSURE 120.00 psi RESIDUAL PRESSURE 20.00 psi AT 1500.00 gpm TOTAL SYSTEM FLOW 28.53 gpm AVAILABLE PRESSURE 119.93 psi AT 28.53 gpm OPERATING PRESSURE 97.04 psi AT 28.53 gpm PRESSURE REMAINING 22.89 psi THE ABOVE RESULTS INCLUDE 11.00 psi FRICTION LOSS AT REF. PT. * 2 FOR A BACKFLOW PREVENTER [1J METER I DETECTOR CHECK VALVE [( I OTHER DEVICE FIRE SPRINKLER SYSTEMS I 4 COLINA ROBLES - CONCORDIA 2 HD REMOTE CALC PLAN 4t 2 M2200022 PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 28.53 65.00 0 0.00 150 9 0.884 0.382 0.000 97.04 72.25 24.80 2 3 28.53 67.00 0 0.00 150 9 1.109 0.126 0.000 72.25 52.77 19.47 3 4 28.53 2.00 2 2.01 150 18 1.025 0.186 0.867 52.77 51.16 0.74 4 5 28.53 6.00 6 .7.77 150 19 1.055 0.161 2.600 51.16 46.34 2.22 5 10 28.53 2.00 0 0.00 150 9 0.884 0.382 0.867 46.34 44.71 0.76 10 11 28.53 5.00 22 14.03 150 9 0.884 0.382 0.000 44.71 37.43 7.28 11 12 28.53 10.00 2 7.01 150 9 0.884 0.382 4.333 37.43 26.61 6.49 12 13 28.53 5.50 2 7.01 150 9 0.884 0.382 0.000 26.61 21.83 4.77 13 14 15.05 39.00 32 10.02 150 9 0.884 0.117 0.000 21.83 16.14 5.69 14 15 15.05 10.00 3 3.01 150 9 0.884 0.117 0.000 16.14 14.62 1.52 15 201 14.00 7.00 32 10.02 150 9 0.884 0.102 0.000 14.62 12.88 1.74 15 16 1.05 8.00 0 0.00 150 9 0.884 0.001 0.000 14.62 14.59 0.03 16 202 14.53 3.50 3 3.01 150 9 0.884 0.109 0.000 14.59 13.88 0.71 16 13 -13.49 62.00 22 14.03 150 9 0.884 0.095 0.000 14.59 21.83 -7.24 A MAX. VELOCITY OF 14.91 ft./sec. OCCURS BETWEEN REF. PT. 12 AND 13 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. 150:00 140.00 130.00 120.00 P 110.00 A 100.00 E 90.00 S 80.00 S 70.00 U 60.00 R 50.00 E 40.00 30.00 20.00 10.00 : V 0.00 WATER SUPPLY/DEMAND GRAPH COLINA ROBLES - CONCORDIA 2 HD REMOTE CALC PLAN U 2 M2200022 ........ .. 4,........................ ........ ---+ ±_ ................ ..... ........... .;....................I......................... 0 500 1000 1500 ,uIuII- 0 Supply: 20.00 psi @ 1500.00 gpm FLOW Demand: 97.04 psi @ 28.53 gpm .. Sprinkler-CALC 7.2 Win .---- FIRE SPRINKLER SYSTEMS A. HYDRAULIC CALCULATIONS COVER SHEET COLINA ROBLES - CONCORDIA 1 HD REMOTE CALC PLAN # 3 M2200032 WATER SUPPLY STATIC PRESSURE (psi) 120 RESIDUAL PRESSURE (psi) 20 RESIDUAL FLOW (gpm) 1500 BOOSTER PUMPS NUMBER OF BOOSTER PUMPS 0 SPRINKLERS MINIMUM FLOW PER SPRINKLER (gpm) 18 MINIMUM PRESSURE PER SPRINKLER (psi) 21.30 THIS SYSTEM OPERATES AT A FLOW OF 18.00 gpm AT A PRESSURE OF 39.44 psi AT THE BASE OF THE RISER (REF. PT. 4) PIPES USED FOR THIS SYSTEM 009 BLAZEMASTER CPVC 018 COPPER TYPE 'L' 019 COPPER TYPE 'M' FIRE SPRINKLER SYSTEMS COLINA ROBLES - CONCORDIA 1 RD REMOTE CALC PLAN # 3 M2200032 PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: TEST AREA 1 [ I TEST AREA 2 [ } TEST AREA 3 REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 201 3.90 20.00 18.00 21.30 THE SPRINKLER SYSTEM FLOW IS 18.00 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 0.00 gpm I THE INSIDE HOSE [ I RACK SPKLR'S. YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 120.00 psi RESIDUAL PRESSURE 20.00 psi AT 1500.00 gpm TOTAL SYSTEM FLOW 18.00 gpm AVAILABLE PRESSURE 119.97 psi AT 18.00 gpm OPERATING PRESSURE 58.80 psi AT 18.00 gpm PRESSURE REMAINING 61.17 psi THE ABOVE RESULTS INCLUDE 4.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A I BACKFLOW PREVENTER METER I DETECTOR CHECK VALVE t ] OTHER DEVICE FIRE SPRINKLER SYSTEMS COLINA ROBLES - CONCORDIA 1 HD REMOTE CALC PLAN # 3 M2200032 PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 18.00 65.00 0 0.00 150 9 0.884 0.163 0.000 58.80 48.24 10.57 2 3 18.00 67.00 0 0.00 150 9 1.109 0.054 0.000 48.24 40.63 7.61 3 4 18.00 2.00 2 2.01 150 18 1.025 0.079 0.867 40.63 39.44 0.32 4 5 18.00 6.00 6 7.77 150 19 1.055 0.069 2.600 39.44 35.90 0.95 5 10 18.00 2.00 0 0.00 150 9 0.884 0.163 0.867 35.90 34.71 0.33 10 11 18.00 10.00 3 3.01 150 9 0.884 0.163 4.333 34.71 28.26 2.12 11 12 18.00 2.50 2 7.01 150 9 0.884 0.163 0.000 28.26 26.71 1.55 12 13 11.01 38.00 33 6.02 150 9 0.884 0.065 0.000 26.71 23.83 2.88 13 14 11.01 22.00 3 3.01 150 9 0.884 0.065 0.000 23.83 22.19 1.64 14 201 18.00 2.50 3 3.01 150 9 0.884 0.163 0.000 22.19 21.30 0.90 14 15 -6.99 50.00 23 10.02 150 9 0.884 0.028 0.000 22.19 23.89 -1.69 15 16 -6.99 38.00 232 17.04 150 9 0.884 0.028 0.000 23.89 25.44 -1.55 16 202 0.00 1.50 3 3.01 150 9 0.884 0.000 0.000 25.44 25.44 0.00 16 12 -6.99 38.00 2 7.01 150 9 0.884 0.028 0.000 25.44 26.71 -1.27 WATER SUPPLY/DEMAND GRAPH COLINA ROBLES - CONCORDIA 1 HD REMOTE CALC PLAN if 3 M2200032 150.00 ......................................................................................................................................4.................................................................................................................................................................... 140.00 ................................................................................................................................................................................. ........................................................................................................................................................................................................................................................ .. .. ............................................................................................................................ 130.00 .......................................................................................................... ................................................................................................................ 44 _____ .......... ". ...... ..... 120.00 ....... ri S P 110.00 , R 10000 E 9000 - -+--- - - ---------- ___ ____ S 8000 S 70.00 U 60.00 E4000 N..,. 3000 2000 1000 -....-•- ~L___ .. . ........ ....... .......... _................................ ___. ---------- 0.00 0 500 1000 1500 . 2000 Supply: 20.00 psi @ 1500.00 gpm Demand: 58.80 psi @ 18.00 gpm FLOW SprinkIerALC 72Wift ... FIRE SPRINKLER SYSTEMS HYDRAULIC CALCULATIONS COVER SHEET COLINA ROBLES - CONCORDIA 2 HD REMOTE CALC PLAN # 3 M2200032 WATER SUPPLY STATIC PRESSURE (psi) 120 RESIDUAL PRESSURE (psi) 20 RESIDUAL FLOW (gpm) 1500 BOOSTER PUMPS NUMBER OF BOOSTER PUMPS 0 SPRINKLERS MINIMUM FLOW PER SPRINKLER (aom) 14 MINIMUM PRESSURE PER SPRINKLER 1. THIS SYSTEM OPERATES AT A FLOW OF AT THE BASE OF THE RISER (REF. PT. PIPES USED FOR THIS SYSTEM 009 BLAZEMASTER CPVC 018 COPPER TYPE 'L' 019 COPPER TYPE 'M' (psi) 12.88 28.14 gpm AT A PRESSURE OF 38.30 psi 4) FIRE SPRINKLER SYSTEMS. U, COLINA ROBLES - CONCORDIA 2 HD REMOTE CALC PLAN * 3 M2200032 PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: I TEST AREA 1 [ I TEST AREA 2 [ I TEST AREA 3 Q4 REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 201 3.90 20.00 14.00 12.88 202 3.90 20.00 14.14 13.14 THE SPRINKLER SYSTEM FLOW IS 28.14 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 0.00 gpm I THE INSIDE HOSE [ I RACK SPKLR'S. 1 YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 120.00 psi RESIDUAL PRESSURE 20.00 psi AT 1500.00 gpm TOTAL SYSTEM FLOW 28.14 gpm AVAILABLE PRESSURE 119.94 psi AT 28.14 gpm OPERATING PRESSURE 83.32 psi AT 28.14 gpm PRESSURE REMAINING 36.62 psi THE ABOVE RESULTS INCLUDE 11.00 psi FRICTION LOSS AT REF. PT. * 2 FOR A BACKFLOW PREVENTER METER DETECTOR CHECK VALVE P] OTHER DEVICE FIRE SPRINKLER SYSTEMS COLINA ROBLES - CONCORDIA 2 HD REMOTE CALC PLAN * 3 M2200032 PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 tl Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 28.14 65.000 0.00 150 9 0.884 0.372 2 3 28.14 67.00 0 0.00 150 9 1.109 0.123 3 4 28.14 2.00 2 2.01 150 18 1.025 0.181 4 5 28.14 6.00 6 7.77 150 19 1.055 0.157 5 10 28.14 2.00 0 0.00 150 9 0.884 0.372 10 11 28.14 10.00 3 3.01 150 9 0.884 0.372 11 12 28.14 2.50 2 7.01 150 9 0.884 0.372 12 13 12.57 38.00 33 6.02 150 9 0.884 0.084 13 14 12.57 22.00 3 3.01 150 9 0.884 0.084 14 201 14.00 2.50 3 3.01 150 9 0.884 0.102 14 15 -1.43 50.00 23 10.02 150 9 0.884 0.001 15 16 -1.43 38.00 232 17.04 150 9 0.884 0.001 16 202 14.14 1.50 3 3.01 150 9 0.884 0.104 16 12 -15.57 38.00 2 7.01 150 9 0.884 0.124 0.000 83.32 59.15 24.17 0.000 59.15 39.89 19.26 0.867 39.89 38.30 0.73 2.600 38.30 33.53 2.16 0.867 33.53 31.91 0.75 4.333 31.91 22.74 4.84 0.000 22.74 19.21 3.54 0.000 19.21 15.54 3.67 0.000 15.54 13.45 2.09 0.000 13.45 12.88 0.56 0.000 13.45 13.54 -0.09 0.000 13.54 13.61 -0.07 0.000 13.61 13.14 0.47 0.000 13.61 19.21 -5.60 A MAX. VELOCITY OF 14.7 ft./sec. OCCURS BETWEEN REF. PT. 11 AND 12 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. WATER SUPPL'Y'/DEMAND GRAPH COLINA ROBLES - CONCORDIA 2 HD REMOTE CALC PLAN if 3 M2200032 150.00 *........... .. ............. ........ . ......... . ..... . ... ........ ......... . . i............................................I........................I.................................................................................................4................................................................................................ 14000 130.00 : . 120.O0\................................... P 11000 A 100.00 T E 9000 8000 S 70.00 U 60.00 : :ITTT TT .ITT. . ..................... ..... ...............................T1T.T A 50.00 ..:: :j:::T:. ::t::::::It:::.: .. ..: E 4000 —: $ 30.00 2000 1000 . .* - 0.00 ...........................: ....... 0 500 1000 1500 2000 J Supply: 20.00 psi @ 1500.00 gpm FLOW Demand: 83.32 psi @ 28.14 gpm - SpthkIér 2W__