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6220 AVENIDA ENCINAS; ; AS030050
9/30/2020 AS030050 Permit Data City of Carlsbad Sprinkler Permit Permit No: A5030050 6220 AVEN IDA Job Address: Status: ISSUED ENCINAS Permit Type: SPRINK Applied 3/21/2003. Parcel No: Approved: 9/30/2003 Lot #: 0 Reference No.: Issued: 9/30/2003 PC #: Inspector: Project Title: CARLSBAD WATER RECYCLING Applicant: Owner: Fees ($) Add'I Fees ($) Total ($) Balance ($) 487.25 0 487.25 0 1/1 THERE ARE NO PLANS ASSOCIATED WITH THIS PERMIT HYDRAULIC CALCULATIONS COVER SHEET ARLSBAD WATER RECYCLING FACILITY WATER SUPPLY STATIC PRESSURE (psi) 90 RESIDUAL PRESSURE (psi) 88 RESIDUAL FLOW (gpm) 1574 BOOSTER PUMPS NUMBER OF BOOSTER PUMPS 0 SPRINKLERS MINIMUM FLOW PER SPRINKLER (gpm) 15 MINIMUM PRESSURE PER SPRINKLER (psi) 7.60 THIS SYSTEM OPERATES AT A FLOW OF 240.64 gpm AT A PRESSURE OF 30.09 psi AT THE BASE OF THE RISER (REF. PT. 4) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 107 PVC BLUE BRUTE (150) 001 SCHEDULE 40 Test Area I Light Hazard Density =.I 0 GPM/SQ.FT. Design Area = 1500 SQ.FT. ABOUT FIRE PROTECTION 699 S. State collage Blvd., Suite H Fullerton, CA 92831 Calif. State C-16 I #777 (714) 578-8270 CITY OF CARLSBAD FIRE DEPARTMENT APPROVED ubjsct to field inspection and requksd test. flotations hereon, conditions In oormspondence and conformance with 1PPUcaJeguIatIon.. The stamping Of thsp1p$nsshatt not be MM to psirn orsqpvlolatlonofanysaw/ 4 CARLSBAD WATER RECYCLING FACILITY PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [$] TEST AREA 1 [ I TEST AREA 2 [ I TEST AREA 3 [ I REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 32 5.44 16.50 18.65 11.76 33 5.44 16.50 17.18 9.97 34 5.44 16.50 16.48 9.17 35 5.44 16.50 16.14 8.81 36 5.44 16.50 18.38 11.42 37 5.44 16.50 17.89 10.81 38 5.44 16.50 16.50 9.20 39 5.44 16.50 15.83 8.46 40 5.44 16.50 15.00 7.60 41 5.44 16.50 18.28 11.30 42 5.44 16.50 18.13 11.11 43 5.44 16.50 17.41 10.24 44 5.44 16.50 16.66 9.38 45 5.44 16.50 18.11 11.08 THE SPRINKLER SYSTEM FLOW IS 240.64 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 250.00 gpm 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 90.00 psi RESIDUAL PRESSURE 88.00 psi AT 1574.00 gpm TOTAL SYSTEM FLOW 490.64 gpm AVAILABLE PRESSURE 89.77 psi AT 490.64 gpm OPERATING PRESSURE 44.53 psi AT 490.64 gpm PRESSURE REMAINING 45.24 psi THE ABOVE RESULTS INCLUDE 10.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A [J BACKFLOW PREVENTER [ I METER I DETECTOR CHECK VALVE [ I OTHER DEVICE CARLSBAD WATER RECYCLING FACILITY PAGE 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 2 240.64 24.00 3522 62.34 140 111 4.300 0.010 2.167 44.53 41.49 0.88 2 3 240.64 92.00 221 30.76 150 107 4.230 0.010 -2.167 41.49 32.47 11.19 3 4 240.64 10.00 2 11.00 140 111 4.300 0.010 2.167 32.47 30.09 0.21 4 10 240.64 15.00 224 0.00 120 1 2.635 0.147 4.767 30.09 23.12 2.20 10 11 240.64 3.66 2 0.00 120 1 2.635 0.147 0.000 23.12 22.58 0.54 11 12 240.64 11.25 0 0.00 120 1 2.635 0.147 0.000 22.58 20.94 1.65 12 13 240.64 6.00 0 0.00 120 1 2.635 0.147 0.000 20.94 20.07 0.86 13 14 240.64 8.00 3 0.00 120 1 2.635 0.147 0.000 20.07 18.90 1.17 14 15 240.64 19.00 22 0.00 120 1 2.635 0.147 3.467 18.90 12.65 2.78 15 16 240.64 19.00 22 0.00 120 1 2.635 0.147 -3.467 12.65 13.33 2.78 16 17 172.19 12.00 0 0.00 120 1 2.635 0.079 0.000 13.33 12.37 0.96 17 18 70.48 12.00 0 0.00 120 1 2.635 0.015 0.000 12.37 12.18 0.19 14 19 0.00 0.50 T3 0.00 120 1 1.639 0.000 0.217 18.90 18.68 0.00 15 20 0.00 2.00 T3 0.00 120 1 1.339 0.000 0.867 12.65 11.78 0.00 16 21 68.45 0.50 T3 0.00 120 1 1.639 0.144 0.217 13.33 13.04 0.07 17 22 101.71 0.50 T3 0.00 120 1 1.639 0.300 0.217 12.37 12.00 0.15 18 23 70.48 0.50 T3 0.00 120 1 1.639 0.152 0.217 12.18 11.89 0.08 21 31 0.00 1.50 T3 0.00 120 1 1.408 0.000 0.000 13.04 13.04 0.00 31 30 0.00 9.25 0 0.00 120 1 1.080 0.000 0.000 13.04 13.04 0.00 30 61 0.00 8.00 0 0.00 120 1 1.080 0.000 0.000 13.04 13.04 0.00 21 32 68.45 4.25 T3 0.00 120 1 1.408 0.302 0.000 13.04 11.76 1.28 32 33 49.80 10.50 0 0.00 120 1 1.408 0.168 0.000 11.76 9.97 1.79 33 34 32.62 10.50 0 0.00 120 1 1.408 0.077 0.000 9.97 9.17 0.80 34 24 16.14 8.33 0 0.00 120 1 1.408 0.021 0.000 9.17 9.00 0.17 24 35 16.14 2.60 0 0.00 120 1 1.080 0.076 0.000 9.00 8.81 0.19 22 36 36.49 6.20 T3 0.00 120 1 1.408 0.094 0.000 12.00 11.42 0.58 36 25 18.11 9.25 T22 0.00 120 1 1.408 0.026 0.000 11.42 11.18 0.24 25 45 18.11 3.50 0 0.00 120 1 1.408 0.026 0.000 11.18 11.08 0.10 45 46 0.00 8.00 T2 0.00 120 1 1.080 0.000 0.000 11.08 11.08 0.00 22 37 65.22 4.25 T3 0.00 120 1 1.408 0.276 0.000 12.00 10.81 1.19 37 38 47.33 10.60 0 0.00 120 1 1.408 0.153 0.000 10.81 9.20 1.62 38 39 30.83 10.60 0 0.00 120 1 1.408 0.069 0.000 9.20 8.46 0.73 39 40 15.00 13.25 T22 0.00 120 1 1.080 0.066 0.000 8.46 7.60 0.86 23 41 18.28 6.20 T3 0.00 120 1 1.080 0.095 0.000 11.89 11.30 0.59 23 42 52.20 4.25 T3 0.00 120 1 1.408 0.183 0.000 11.89 11.11 0.78 42 43 34.07 10.60 0 0.00 120 1 1.408 0.083 0.000 11.11 10.24 0.87 43 44 16.66 10.50 0 0.00 120 1 1.080 0.080 0.000 10.24 9.38 0.86 11 51 0.00 2.00 T3 0.00 120 1 1.080 0.000 0.000 22.58 22.58 0.00 12 52 0.00 2.00 T3 0.00 120 1 1.080 0.000 0.000 20.94 20.94 0.00 19 53 0.00 6.20 T3 0.00 120 1 1.080 0.000 0.000 18.68 18.68 0.00 53 54 0.00 11.00 0 0.00 120 1 1.080 0.000 0.000 18.68 18.68 0.00 CARLSBAD WATER RECYCLING FACILITY PAGE 3 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) 20 55 0.00 1.50 T3 0.00 120 1 1.408 0.000 0.000 11.78 11.78 0.00 55 56 0.00 4.00 0 0.00 120 1 1.408 0.000 0.000 11.78 11.78 0.00 56 57 0.00 4.00 0 0.00 120 1 1.408 0.000 0.000 11.78 11.78 0.00 57 58 0.00 4.00 0 0.00 120 1 1.408 0.000 0.000 11.78 11.78 0.00 58 59 0.00 4.00 0 0.00 120 1 1.080 0.000 0.000 11.78 11.78 0.00 59 60 0.00 4.00 0 0.00 120 1 1.080 0.000 0.000 11.78 11.78 0.00 20 71 0.00 3.33 3 0.00 120 1 1.408 0.000 0.000 11.78 11.78 0.00 71 72 0.00 4.00 0 0.00 120 1 1.408 0.000 0.000 11.78 11.78 0.00 72 73 0.00 4.00 0 0.00 120 1 1.408 0.000 0.000 11.78 11.78 0.00 73 74 0.00 4.00 0 0.00 120 1 1.408 0.000 0.000 11.78 11.78 0.00 74 75 0.00 4.00 0 0.00 120 1 1.408 0.000 0.000 11.78 11.78 0.00 75 76 0.00 4.00 0 0.00 120 1 1.408 0.000 0.000 11.78 11.78 0.00 76 77 0.00 4.00 0 0.00 120 1 1.408 0.000 0.000 11.78 11.78 0.00 77 78 0.00 4.00 0 0.00 120 1 1.408 0.000 0.000 11.78 11.78 0.00 77 79 0.00 4.00 0 0.00 120 1 1.408 0.000 0.000 11.78 11.78 0.00 79 80 0.00 4.00 0 0.00 120 1 1.080 0.000 0.000 11.78 11.78 0.00 A MAX. VELOCITY OF 15.46 ft./sec. OCCURS BETWEEN REF. PT. 17 AND 22 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. A 100.00 E 90.00 S 80.00 - - U. UU .-.,.-------.----'- 0 500 1000 1500 2000 cj Supply: 88.00 psi @ 1574.00 gpm FLOW Demand: 44.53 psi @ 490.64 gpm Sprinkler-CALC 7.2 Win HYDRAULIC CALCULATIONS COVER SHEET ARLSBAD WATER RECYCLING FACILITY WATER SUPPLY STATIC PRESSURE (psi) 90 RESIDUAL PRESSURE (psi) 88 RESIDUAL FLOW (gpm) 1574 BOOSTER PUMPS NUMBER OF BOOSTER PUMPS 0 SPRINKLERS MINIMUM FLOW PER SPRINKLER (gpm) 24 MINIMUM PRESSURE PER SPRINKLER (psi) 19.46 THIS SYSTEM OPERATES AT A FLOW OF 398.50 gpm AT A PRESSURE OF 62.22 psi AT THE BASE OF THE RISER (REF. PT. 4) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 107 PVC BLUE BRUTE (150) 001 SCHEDULE 40 Test Area II Ordinary Hazard group I! Density .20 GPMJSQ.FT. Design Area = Maintenance Room ABOUT FIRE PROTECTION 699 S. State collage Blvd., Suite H Fullerton, CA 92831 Calif State C-I 6 Lic.#678779 (714) 578-8270 CARLSBAD WATER RECYCLING FACILITY PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: I TEST AREA 1 [ TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 31 5.44 16.50 33.96 38.96 32 5.44 16.50 33.99 39.04 51 5.44 16.00 38.35 49.69 52 5.44 16.00 37.01 46.27 53 5.44 16.50 33.09 36.99 54 5.44 16.50 31.77 34.10 55 5.44 26.00 29.89 30.18 56 5.44 26.00 27.90 26.30 57 5.44 26.00 26.54 23.80 58 5.44 26.00 25.74 22.39 59 5.44 26.00 24.38 20.08 60 5.44 26.00 24.00 19.46 61 5.44 16.50 31.88 34.34 THE SPRINKLER SYSTEM FLOW IS 398.49 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 250.00 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 90.00 psi RESIDUAL PRESSURE 88.00 psi AT 1574.00 gpm TOTAL SYSTEM FLOW 648.50 gpm AVAILABLE PRESSURE 89.61 psi AT 648.50 gpm OPERATING PRESSURE 80.18 psi AT 648.50 gpm PRESSURE REMAINING 9.44 psi THE ABOVE RESULTS INCLUDE 10.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A [)cJ BACKFLOW PREVENTER [ I METER DETECTOR CHECK VALVE [ I OTHER DEVICE CARLSBAD WATER RECYCLING FACILITY PAGE 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 2 398.50 24.00 3522 62.34 140 111 4.300 0.026 2.167 80.18 75.78 2.23 2 3 398.50 92.00 221 30.76 150 107 4.230 0.025 -2.167 75.78 64.93 13.02 3 4 398.50 10.00 2 11.00 140 111 4.300 0.026 2.167 64.93 62.22 0.54 4 10 398.50 15.00 224 0.00 120 1 2.635 0.373 4.767 62.22 51.81 5.64 10 11 398.50 3.66 2 0.00 120 1 2.635 0.373 0.000 51.81 50.44 1.37 11 12 360.15 11.25 0 0.00 120 1 2.635 0.309 0.000 50.44 46.98 3.47 12 13 323.14 6.00 0 0.00 120 1 2.635 0.253 0.000 46.98 45.46 1.52 13 14 323.14 8.00 3 0.00 120 1 2.635 0.253 0.000 45.46 43.45 2.01 14 15 258.28 19.00 22 0.00 120 1 2.635 0.167 3.467 43.45 36.85 3.13 15 16 99.83 19.00 22 0.00 120 1 2.635 0.029 -3.467 36.85 39.75 0.57 16 17 0.00 12.00 0 0.00 120 1 2.635 0.000 0.000 39.75 39.75 0.00 17 18 0.00 12.00 0 0.00 120 1 2.635 0.000 0.000 39.75 39.75 0.00 14 19 64.86 0.50 T3 0.00 120 1 1.639 0.131 0.217 43.45 43.17 0.07 15 20 158.45 2.00 T3 0.00 120 1 1.339 1.827 0.867 36.85 32.33 3.65 16 21 99.83 0.50 T3 0.00 120 1 1.639 0.290 0.217 39.75 39.38 0.15 17 22 0.00 0.50 T3 0.00 120 1 1.639 0.000 0.217 39.75 39.53 0.00 18 23 0.00 0.50 T3 0.00 120 1 1.639 0.000 0.217 39.75 39.53 0.00 21 31 65.84 1.50 T3 0.00 120 1 1.408 0.281 0.000 39.38 38.96 0.42 31 30 31.88 9.25 0 0.00 120 1 1.080 0.267 0.000 38.96 36.49 2.47 30 61 31.88 8.00 0 0.00 120 1 1.080 0.267 0.000 36.49 34.34 2.15 21 32 33.99 4.25 T3 0.00 120 1 1.408 0.083 0.000 39.38 39.04 0.34 32 33 0.00 10.50 0 0.00 120 1 1.408 0.000 0.000 39.04 39.04 0.00 33 34 0.00 10.50 0 0.00 120 1 1.408 0.000 0.000 39.04 39.04 0.00 34 24 0.00 8.33 0 0.00 120 1 1.408 0.000 0.000 39.04 39.04 0.00 24 35 0.00 2.60 0 0.00 120 1 1.080 0.000 0.000 39.04 39.04 0.00 22 36 0.00 6.20 T3 0.00 120 1 1.408 0.000 0.000 39.53 39.53 0.00 22 37 0.00 4.25 T3 0.00 120 1 1.408 0.000 0.000 39.53 39.53 0.00 37 38 0.00 10.60 0 0.00 120 1 1.408 0.000 0.000 39.53 39.53 0.00 38 39 0.00 10.60 0 0.00 120 1 1.408 0.000 0.000 39.53 39.53 0.00 39 40 0.00 13.25 T22 0.00 120 1 1.080 0.000 0.000 39.53 39.53 0.00 23 41 0.00 6.20 T3 0.00 120 1 1.080 0.000 0.000 39.53 39.53 0.00 23 42 0.00 4.25 T3 0.00 120 1 1.408 0.000 0.000 39.53 39.53 0.00 42 43 0.00 10.60 0 0.00 120 1 1.408 0.000 0.000 39.53 39.53 0.00 43 44 0.00 10.50 0 0.00 120 1 1.080 0.000 0.000 39.53 39.53 0.00 11 51 38.35 2.00 T3 0.00 120 1 1.080 0.376 0.000 50.44 49.69 0.75 12 52 37.01 2.00 T3 0.00 120 1 1.080 0.352 0.000 46.98 46.27 0.70 19 53 64.86 6.20 T3 0.00 120 1 1.080 0.995 0.000 43.17 36.99 6.17 53 54 31.77 11.00 0 0.00 120 1 1.080 0.265 0.000 36.99 34.10 2.90 20 55 158.45 1.50 T3 0.00 120 1 1.408 1.430 0.000 32.33 30.18 2.15 55 56 128.56 4.00 0 0.00 120 1 1.408 0.971 0.000 30.18 26.30 3.88 56 57 100.66 4.00 0 0.00 120 1 1.408 0.617 0.000 26.30 23.80 2.49 CARLSBAD WATER RECYCLING FACILITY PAGE 3 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 I_t 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) 57 58 74.12 4.00 0 0.00 120 1 1.408 0.350 0.000 23.80 22.39 1.41 58 59 48.38 4.00 0 0.00 120 1 1.080 0.578 0.000 22.39 20.08 2.32 59 60 24.00 4.00 0 0.00 120 1 1.080 0.158 0.000 20.08 19.46 0.62 20 71 0.00 3.33 3 0.00 120 1 1.408 0.000 0.000 32.33 32.33 0.00 71 72 0.00 4.00 0 0.00 120 1 1.408 0.000 0.000 32.33 32.33 0.00 72 73 0.00 4.00 0 0.00 120 1 1.408 0.000 0.000 32.33 32.33 0.00 73 74 0.00 4.00 0 0.00 120 1 1.408 0.000 0.000 32.33 32.33 0.00 74 75 0.00 4.00 0 0.00 120 1 1.408 0.000 0.000 32.33 32.33 0.00 75 76 0.00 4.00 0 0.00 120 1 1.408 0.000 0.000 32.33 32.33 0.00 76 77 0.00 4.00 0 0.00 120 1 1.408 0.000 0.000 32.33 32.33 0.00 77 78 0.00 4.00 0 0.00 120 1 1.408 0.000 0.000 32.33 32.33 0.00 77 79 0.00 4.00 0 0.00 120 1 1.408 0.000 0.000 32.33 32.33 0.00 79 80 0.00 4.00 0 0.00 120 1 1.080 0.000 0.000 32.33 32.33 0.00 A MAX. VELOCITY OF 36.09 ft./sec. OCCURS BETWEEN REF. PT. 15 AND 20 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. S 70.00 U 60.00 R 50.00 :11 . . ,.. .:. . E 40.00 30.00 1 20.00 10.00 ... 0.00 0 500 1000 1500 2000 J Supply: 88.00 psi @ 1574. 00 gpm FLOW Demand: 80.18 psi @ 648.50 gpm Sprinkler-CALC 7.2 .Win . . HYDRAULIC CALCULATIONS COVER SHEET :ARLSBAD WATER RECYCLING FACILITY WATER SUPPLY STATIC PRESSURE (psi) 90 RESIDUAL PRESSURE (psi) 88 RESIDUAL FLOW (gpm) 1574 BOOSTER PUMPS NUMBER -OF BOOSTER PUMPS 0 SPRINKLERS MINIMUM FLOW PER SPRINKLER (gpm) 15 MINIMUM PRESSURE PER SPRINKLER (psi) 7.60 THIS SYSTEM OPERATES AT A FLOW OF 188.86 gpm AT A PRESSURE OF 52.88 psi AT THE BASE OF THE RISER (REF. PT. 4) PIPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 107 PVC BLUE BRUTE (150) 001 SCHEDULE 40 Test Area III Light Hazard Density = .10 GPM/SQ.FT. Design Area = High Bay Attic ABOUT FIRE PROTECTION 699 S. State collage Blvd., Suite H Fullerton, CA 92831 Calif. State C-16 Lic.#678779 (714) 578-8270 CARLSBAD WATER RECYCLING FACILITY 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 71 5.44 26.00 27.85 26.21 72 5.44 26.00 24.53 20.33 73 5.44 26.00 21.75 15.99 74 5.44 26.00 19.49 12.83 75 5.44 26.00 17.71 10.60 76 5.44 26.00 16.40 9.09 77 5.44 26.00 15.50 8.12 78 5.44 26.00 15.41 8.03 79 5.44 26.00 15.21 7.82 80 5.44 26.00 15.00 7.60 THE SPRINKLER SYSTEM FLOW IS 188.86 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 100.00 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 90.00 psi RESIDUAL PRESSURE 88.00 psi AT 1574.00 gpm TOTAL SYSTEM FLOW 288.86 gpm AVAILABLE PRESSURE 89.91 psi AT 288.86 gpm OPERATING PRESSURE 66.50 psi AT 288.86 gpm PRESSURE REMAINING 23.41 psi THE ABOVE RESULTS INCLUDE 10.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A [VI BACKFLOW PREVENTER { ] METER I DETECTOR CHECK VALVE [ I OTHER DEVICE CARLSBAD WATER RECYCLING FACILITY PAGE 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 2 188.86 24.00 3522 62.34 140 111 4.300 0.006 2.167 66.50 63.78 0.56 2 3 188.86 92.00 221 30.76 150 107 4.230 0.006 -2.167 63.78 55.18 10.76 3 4 188.86 10.00 2 11.00 140 111 4.300 0.006 2.167 55.18 52.88 0.14 4 10 188.86 15.00 224 0.00 120 1 2.635 0.094 4.767 52.88 46.71 1.40 10 11 188.86 3.66 2 0.00 120 1 2.635 0.094 0.000 46.71 46.37 0.34 11 12 188.86 11.25 0 0.00 120 1 2.635 0.094 0.000 46.37 45.29 1.08 12 13 188.86 6.00 0 0.00 120 1 2.635 0.094 0.000 45.29 44.72 0.56 13 14 188.86 8.00 3 0.00 120 1 2.635 0.094 0.000 44.72 43.98 0.75 14 15 188.86 19.00 22 0.00 120 1 2.635 0.094 3.467 43.98 38.73 1.78 15 16 0.00 19.00 22 0.00 120 1 2.635 0.000 -3.467 38.73 42.20 -0.00 16 17 0.00 12.00 0 0.00 120 1 2.635 0.000 0.000 42.20 42.20 0.00 17 18 0.00 12.00 0 0.00 120 1 2.635 0.000 0.000 42.20 42.20 0.00 14 19 0.00 0.50 T3 0.00 120 1 1.639 0.000 0.217 43.98 43.76 0.00 15 20 188.86 2.00 T3 0.00 120 1 1.339 2.529 0.867 38.73 32.81 5.06 16 21 0.00 0.50 T3 0.00 120 1 1.639 0.000 0.217 42.20 41.98 0.00 17 22 0.00 0.50 T3 0.00 120 1 1.639 0.000 0.217 42.20 41.98 0.00 18 23 0.00 0.50 T3 0.00 120 1 1.639 0.000 0.217 42.20 41.98 0.00 21 31 0.00 1.50 T3 0.00 120 1 1.408 0.000 0.000 41.98 41.98 0.00 31 30 0.00 9.25 0 0.00 120 1 1.080 0.000 0.000 41.98 41.98 0.00 30 61 0.00 8.00 0 0.00 120 1 1.080 0.000 0.000 41.98 41.98 0.00 21 32 0.00 4.25 T3 0.00 120 1 1.408 0.000 0.000 41.98 41.98 0.00 32 33 0.00 10.50 0 0.00 120 1 1.408 0.000 0.000 41.98 41.98 0.00 33 34 0.00 10.50 0 0.00 120 1 1.408 0.000 0.000 41.98 41.98 0.00 34 24 0.00 8.33 0 0.00 120 1 1.408 0.000 0.000 41.98 41.98 0.00 24 35 0.00 2.60 0 0.00 120 1 1.080 0.000 0.000 41.98 41.98 0.00 22 36 0.00 6.20 T3 0.00 120 1 1.408 0.000 0.000 41.98 41.98 0.00 22 37 0.00 4.25 T3 0.00 120 1 1.408 0.000 0.000 41.98 41.98 0.00 37 38 0.00 10.60 0 0.00 120 1 1.408 0.000 0.000 41.98 41.98 0.00 38 39 0.00 10.60 0 0.00 120 1 1.408 0.000 0.000 41.98 41.98 0.00 39 40 0.00 13.25 T22 0.00 120 1 1.080 0.000 0.000 41.98 41.98 0.00 23 41 0.00 6.20 T3 0.00 120 1 1.080 0.000 0.000 41.98 41.98 0.00 23 42 0.00 4.25 T3 0.00 120 1 1.408 0.000 0.000 41.98 41.98 0.00 42 43 0.00 10.60 0 0.00 120 1 1.408 0.000 0.000 41.98 41.98 0.00 43 44 0.00 10.50 0 0.00 120 1 1.080 0.000 0.000 41.98 41.98 0.00 11 51 0.00 2.00 T3' 0.00 120 1 1.080 0.000 0.000 46.37 46.37 0.00 12 52 0.00 2.00 T3 0.00 120 1 1.080 0.000 0.000 45.29 45.29 0.00 19 53 0.00 6.20 T3 0.00 120 1 1.080 0.000 0.000 43.76 43.76 0.00 53 54 0.00 11.00 0 0.00 120 1 1.080 0.000 0.000 43.76 43.76 0.00 20 55 0.00 1.50 T3 0.00 120 1 1.408 0.000 0.000 32.81 32.81 0.00 55 56 0.00 4.00 0 0.00 120 1 1.408 0.000 0.000 32.81 32.81 0.00 56 57 0.00 4.00 0 0.00 120 1 1.408 0.000 0.000 32.81 32.81 0.00 CARLSBAD WATER RECYCLING FACILITY PAGE 3 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) 57 58 0.00 4.00 0 0.00 120 1 1.408 0.000 0.000 32.81 32.81 0.00 58 59 0.00 4.00 0 0.00 120 1 1.080 0.000 0.000 32.81 32.81 0.00 59 60 0.00 4.00 0 0.00 120 1 1.080 0.000 0.000 32.81 32.81 0.00 20 71 188.86 3.33 3 0.00 120 1 1.408 1.980 0.000 32.81 26.21 6.59 71 72 161.01 4.00 0 0.00 120 1 1.408 1.473 0.000 26.21 20.33 5.88 72 73 136.48 4.00 0 0.00 120 1 1.408 1.085 0.000 20.33 15.99 4.35 73 74 114.72 4.00 0 0.00 120 1 1.408 0.787 0.000 15.99 12.83 3.16 74 75 95.24 4.00 0 0.00 120 1 1.408 0.557 0.000 12.83 10.60 2.23 75 76 77.53 4.00 0 0.00 120 1 1.408 0.381 0.000 10.60 9.09 1.51 76 77 61.12 4.00 0 0.00 120 1 1.408 0.245 0.000 9.09 8.12 0.97 77 78 15.41 4.00 0 0.00 120 1 1.408 0.019 0.000 8.12 8.03 0.09 77 79 30.21 4.00 0 0.00 120 1 1.408 0.066 0.000 8.12 7.82 0.30 79 80 15.00 4.00 0 0.00 120 1 1.080 0.066 0.000 7.82 7.60 0.21 A MAX. VELOCITY OF 43.02 ft./sec. OCCURS BETWEEN REF. PT. 15 AND 20 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. 50.00 . - . 40.00 ..... ... - 30.00 . . ..-. •.... .... i:::... 20.00 10.00 ------ --------------________________ 0.00 I.TT: TTtTT 0 500 1000 1500 2100 Supply: 80.00 psi @ 1574.00 gpm FLOW Demand: 66.50 @ 288.86 gpm 0 Sprinkler-CALC 72 Win EQUIVALENT "K" FACTOR CALCULATION SPRINKLER HEAD "K' FACTOR REQUIRED FLOW (GPM) PIPE DIAMETER PIPE "C" FACTOR LENGTH OF PIPE EQUIVALENT LENGTH OF FITTINGS ELEVATION CHANGE IN FEET (+1-) CALCULATED EQUIVALENT SPRINKLER "K" FACTOR PIPE INSIDE DIAMETERS PIPE SIZE 3/4" 1 1 1 11/4" 1 11/2" 1 2" SCH 40 1 0.824 1 1.049 1.380 1 1.610 1 2.067 FITTING EQUIVALENT LENGTHS PIPE SIZE 3/4" 1" 11/4" 11/2" 2" ELBOW 2 2 3 4 5 TEE 4 5 6 8 10 BUILDING "H" Pro-Tech,. 1! Fire Protection Systems Cop. FACSIMILE COVER SHEET 62-20 4o't4o Encvlas SEND TO: From. prj ec ePpqied A ttention: AAI,S&kjv i'beco Date: ,.i\ ~., 7,C)0 Nu Project En 'AarL~&Wcr , 0 Urgeh; 0 RepyiSA1' Please Comment ['Pkase Review [J pyj REFERENCE 'c iT Total pages, inc wding cover sheet:____________ COMMENTS: Lc~ 0: YobGP 179 Royrnar Road, Suite G' Oceanside, CA 92054 • Phone (760) 722-2455' Fax (760) 722-2456 • License # ø/tø 39Vd (GS) 38IJH331-08d 9OZ LOSL Is:e oo/u/ot File- Edt. Pirt Fik =E4 R D Test Huk StaL&c Flaw Lucdtmon G2tA,ent*Li Enru Joey Kirk #1U27/Ii Tinc Eleva Resid i -tvdrmnt How Test Demo for Windows .:cntrr. i'1101 JILOW 2.50 0.90 €ooA 1301 I .* °•' Ge-i.pr.q,n.tflia.,tt.4...n..a -_••,--_..-j_--_—.___- Itt,l --- - --- 201 Pi CA 3103 6 p 0 491 Psi IMISS 1!. — ••I_ . • 70 30 20 10 11 rn 1-0 06 8001200 1600 - 2000 2400 2800 3200 .3600 6p.a 4000 - - •. •; -.-. . - . -.. r... . -.. . Sep 30 03 09:50a Ron Mudr 714 373-5781 p.2 Pagel of Tol-Brace Seismic Calculations Project CARLSBAD WATER Job# 21114 Address: --• . Itwth 6220 AVENIDA ENCINAS W Tol-Brace, Seismic Calculation Software for the .. Fire Protection Industry -__CARLSBAD...CA Calculations based on 1999 NIFPA Pamphlet #13 WWW.TOLCO.COM Brace Information Tolco Brace Components Tolco Component Fig. Number Adjusted Load Maximum Spacing 40Q1-UZ$2m) EI1Q0P.S way Brace .Clarip 1245.Ibs. (792 Kg.) Length of Brace .. 7•'-Q 'f.15km) FJiQSwivel' . .._...._ ........1745.lbs. (792 Kg.) Bracing Material un. (25mm) Sch.40 'Calculation Based onC0NCEN1R1C Loading Please Note These calculations are for Tolco components only. Angle from Vertical - .6Q.MO.listing Use of any other components voids these calculations and the of the assembly. - Assembly Detail Least Rad. of Gyration .._.Q.42d (11mm) .. LIR Value .. 200 TOLCO FIG. 910 SWiVEL SWAY BRACE Maximum Horizontal Load .3O61.Js, .(1$8K9.) ATTACHMENT MENT TOLCO FIG 1000 Fastener Information FAST CLAMP STEEL PIPE Fastener Orientation . JIFP1YP.C. Type -Bolt . Through LATERAL BRACE Diameter _.Jin. (12.7mm) 60' Mm. From Vertical Detal#3221 Length . . 31n.• (76mm). . . Brace Identification on Plans I Maximum Load - 630lbs. (286Kg.) Orientation of Brace Lateral Load Information Size and Type of Pipe Total Length Total Assigned Load 1%30mm Schedule 40 Pipe . 72 ft. 21mJ !k. L4. 1?25rnrn) Schedule 40 Pipe . IQO ft (30.5m) .1Q54 . 102.5 lbs. (46Kg).. 2%?6.3mm) Schedule 10 Pipe 40 ft. (12.2m) 117.8 lbs. (53Kg.) Percentage added for Fittings and Sprinklers ... .15% . •. .48.9 lbs. (148Kg.) Total Assigned Load of all pipe within Zone of Influence 375 lbs.(170Kg.) Crol-Sraw vorsion 4.0.8} uo ua:Ua Ron 11udt- 714 373-5781 p.3 Page 1 of 2 Tol-Brace Seismic Calculations Project CARLSBAD WATER Job# 21114 Address: CaIUIUI. with 6220AVENIDAENCINAS ToI-Brace, Seismic Calculation Software for the CARLSBAD, CA Fire Protection Industry Calculations based on 1999 NFPA Pamphlet #13 WWW.TOLCO.COM Brace Information Tolco Brace Components Tolco Component Fig. Number Adjusted Load Maximum Spacing .400U (12.32mJ EiPAkL race Clamp 17451b& 17L92K9.) Length of Brace .. 7'- 0 (2. 156m) Fig. 910 Swivel* 1745 lbs.(792 Kg.) Bracing Material 1/n. (2&nm) Sch.40 Calculetion Based on CONCENTRIC Loading Pleese Note: These calculations are for Tolco components only. Angle from Vertical Use of any other components voids these calculations and the - fisft of The assern* Least Rad. of Gyration 0.42" (11mm) Assembly Detail hR Value 200 TOLCO FIG. 910 SWIVEL SWAY BRACE Maximum Horizontal Load 30 1. iL's. (1388Kg.) A1TACHMENTTYP. STEEL PIPE LATERAL BRACE Fastener Information TOLCO FIG. 4A PIPE CLAMP FOR SWAY BRACING Fastener Orientation . .. Type -Through-Bolt Diameter 3/8._(9.5n7(L 6O Min. From Veilical DeLai#1221 Length Brace Identification on Plans 2 Maximum Load •480!bs, (218Kg.) Orientation of Brace Longitudinal Load Information Size and Type of Pipe - Total Length - Total Assigned Load Schedule 19 Pe •. . Percentage added for Fittings and Sprinklers. . 40 ft. (12.2m) 15 % ..117.8 lbs. (53gj • .17? 7 lbs. (54Kg.) Total Assigned Load of all pipe within Zone of Influence 135.5 tbs. (61Kpj (Td&8cev.ron4.ft8)