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HomeMy WebLinkAbout5817 DRYDEN PL; ; AS040178; Permit10/15/2020 Job Address: Permit Type: Parcel No: Lot#: Reference No.: PC#: Project Title: Applicant: AS040178 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS040178 5817 DRYDEN PL Status: ISSUED SPRINK Applied 12/8/2004 2120910200 Approved: 12/9/2004 0 Issued: 12/9/2004 Inspector: C.A.C. LOT 24 FIRE SPRINKLER PLAN CHECK & INSPECTIONS Owner: VANGUARD FIRE PROTECTION 1604 LA MIRADA DR #105 SAN MARCOS CA 760-736-3060 Fees($) 1,150 Add'I Fees ($) 0 Total($) 1,150 • Balance($) 0 1/1 t f { ,. "' C.A.f. LOT 24 Job Name: Location: Drawing Date:11-15-04 HYDRAULIC DESIGN INFORMATION SHEET C.A.C. LOT 24 2/ 8/05 Drawing Date: Contractor: 5817 DRYDEN PLACE CARLSBAD, CA 11-15-04 VANGUARD FIRE PROTECTION 1604 LA MIRADA DRIVE SUITE 105 Remote Area Number: 1 Telephone:760-736-3060 SAN MARCOS, CA 92069 Designer: S.B. Calculated By:SprinkCAD www.sprinkcad.com 451 N. cannon Ave. Lansdale, PA 19446 Construction: PANEL Reviewing Authorities:CARLSBAD FD SYSTEM DESIGN Occupancy:SPEC Code:NFPA 13 Hazard:storage System Type:WET Area of Sprinkler Operation 3000 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside CALCULATION SUMMARY gpm Required: 1909.4 WATER SUPPLY 0.450 96 sq 0 gpm 500 gpm I ftl I I Make: TYCO Model: ELO-231 K-Factor:11.20 Temperature Rating: 286 34 Flowing Outlets psi Required: 68.6@ Source Water Flow Test Pump Data I Tank or Reservoir Date of Test 11-5-04 Rated Capacity 0.0; gal Static Pressure 92.0 psi Rated Pressure 0 Residual Pres 86.0 psi Elevation At a Flow of 1400 gpm Make: A f.HQY 1 o Elevation 0" Model: lubfect to field Inspection and required gpm Location: SITE Source of Information: CFD FLOW TEST SYSTEM VOLUME 959 Gallons Notes: tions C.A.C, LOT 24 Drawing Date:11-15-04 2/ 8/05 15: 1 • t HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 1409 35.9 psi 1 Pipe 6" DFx21 16' 120 6.403 1409 0.8 Elevation Change 18'0" 7.8 J., Hydr Ref BOR Required at BASE OF RISER 1409 44.5 psi 1 8" Grvd 90 Ell 18' 120 8.071 1409 0.3 1 Pipe 8" 10x21 8' 120 8.249 1409 0.1 1 8" Grvd 90 Ell 18' 120 8.071 1409 0.3 1 Pipe 8" PVxlB CL 200 85' 150 7.758 1409 1.1 3 8" Flngd 90 Ell 54' 120 8.071 1409 0.9 1 8" Flngd Tee 35' 120 8.071 1409 0.6 1 8" Flngd Back Flow Valve FEBCO "856 CHART LOSS 1409 4.0 t, 1 Pipe 8" PVx18 Cl 150 15' 150 8.044 1409 0.2 1 8" Flngd Gate Valve "722U" 4' 120 8.071 1409 0.1 1 8" Flngd Tee 35' 120 8.071 1409 0.6 Fixed Flow Outside Hose Allow. 500 gpm 1 Pipe 8" PVx18 Cl 150 670' 150 8.044 1909 13.0 4 8" Flngd 45 Ell 36' 120 8.071 1909 1.1 1 8" Flngd 90 Ell 18' 120 8.071 1909 0.5 1 8" Flngd Gate Valve "722U" 4' 120 8.071 1909 0.1 1 8" Flngd Tee 35' 120 8.071 1909 1.1 ,J Hydr Ref SC Required at Source 1909 68.6 psi Water Source 92.0 psi static, 86.0 psi residual @ 1400 gpm 1909 gpm 81.3 psi ======= SAFETY PRESSURE 12.7 psi Available Pressure of 81.3 psi Exceeds Required Pressure of 68.6 psi I This is a safety margin of 12.7 psi or 16 % of Supply Maximum Water Velocity is 18.5 fps .C. 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LOT 24 Drawing Date:11-15-04 2/ 8/05 15: 1 :J REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS • i, PATH 1 FROM HYDRAULIC REFERENCE 8 TOW (PRIMARY PATH) HEAD 8 36.3 2" 0 0 8' O" 2.5 fps 10.5 10.5 10.5 0.45 gpm/sq ft 2.203" 0 0 0" 0.007 0.1 0.0 0.0 K= 11. 20 29.1 120 DF 0 8 '0" 0" 0.0 10.5 10.5 HEAD 9 36.1 2" 0 0 8' 0" 5.5 fps 10.6 10.6 10.4 ;ii 0.45 gpm/sq ft 2.203" 0 0 0" 0.031 0.2 0.2 0.0 K= 11. 20 65.2 120 DF 0 8 '0" 0" 0.0 10.4 10.4 HEAD 10 36.0 2" 0 0 1'5" 8.6 fps 10.8 10.8 10.3 0.45 gpm/sq ft 2. 203" 1 0 13' 8" 0.070 1.1 0.5 0.0 K= 11. 20 101.2 120 DF 0 15' 1" 0" 0.0 10.3 10.3 REF El 116. 0 2" 1 0 10'0" 18.5 fps 11. 9 11. 9 t PATH 4 AND 5 2.203" 0 0 6'10" 0.289 4. 9 0.0 K= 33.65 217.2 120 DF 0 16'10" 0 n o.o 11. 9 REF E2 2½" 0 0 1' 0" 12.3 fps 16.7 2.703" 1 0 18' 8" 0.107 2.1 217.2 120 DF 0 19' 8" 1 '0" 0.4 REF E3 -78.5 3" 0 0 7'10" 5.2 fps 19.3 19.3 PATH 14 3.314" 0 0 0" 0.017 0.1 0.0 ;j K=-17.88 138.7 120 DF 0 7'10" 0" 0.0 19.3 HEAD 16 43.9 3" 0 0 9' 7" 6.9 fps 19.4 19.4 19.1 12" 0.46 gpm/sq ft 3. 314" 0 0 0" 0.029 0.3 0.3 3.7 12" K= 11. 20 182.6 120 DF 0 9'7" 0" 0.0 19.1 15.4 69" HEAD 17 4 4. 1 3 n 1 0 11" 8.5 fps 19.7 19.7 19.2 12" 0.46 gpm/sq ft 3. 314" 0 0 10'2" 0.043 0.5 0.5 3.7 12" K= 11. 20 226.7 120 DF 0 11' 1" 0 n 0.0 19.2 15.5 69" t· REF E4 4 " 0 0 2 I 0" 5.0 fps 20.2 4. 310" 0 0 0 n 0.012 0.0 226.7 120 DF 0 2' 0" 0 n 0.0 CONTINUED 20.2 psi J ,C.A. 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LOT 24 Drawing Date:11-15-04 2/ 8/05 15: 1 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE EraANCH LINE I (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 8 TOW (PRIMARY PATH) CONTINUED J REF Dl 48.9 4" 0 0 8 '0" 6.1 fps 20.2 20.2 PATH 13 4. 310" 0 0 0" 0.017 0.1 0.2 K= 10.94 275.6 120 DF 0 8' 0" 0" 0.0 19.9 REF D2 145.8 4 " 2 0 19'0" 9.4 fps 20.3 20.3 PATH 9 4.310" 0 0 27'10" 0.038 1.8 0.6 K= 32.80 421. 3 120 DF 0 4 6 I 10" 0" 0.0 19.8 REF D3 188.7 4" 0 0 12'0" 13.5 fps 22.1 22.1 t PATH 7 4. 310" 0 0 0" 0.074 0.9 1. 2 K= 41. 29 610.0 120 DF 0 12' 0" 0" 0.0 20.9 REF D4 -87.9 4 " 2 0 20 '0" 11. 6 fps 23.0 23.0 PATH 15 4. 310" 0 0 27'10" 0.056 2.7 0.9 K=-18.70 522.1 120 DF 0 47'10" 0" 0.0 22.1 REF D5 -71. 5 4" 0 0 12'0" 10.0 fps 25.7 25.7 PATH 16 4. 310" 0 0 0" 0.042 0.5 0.7 j K=-14.30 450.6 120 DF 0 12'0" 0" 0.0 25.0 REF D6 -67.8 4 " 0 0 12 '0" 8.5 fps 26.2 26.2 PATH 17 4.310" 0 0 0" 0.031 0.4 0.5 K=-13.38 382.8 120 DF 0 12'0" 0" 0.0 25.7 REF D7 -65.2 4 " 0 0 12 '0" 7 .1 fps 26.5 26.5 PATH 18 4. 310" 0 0 0" 0.022 0.3 0.3 K=-12. 74 317.6 120 DF 0 12 I 0" 0" 0.0 26.2 I REF D8 -62. 9 4 " 0 0 10'8" 5.7 fps 26.8 26.8 PATH 19 4.310" 0 0 0" 0.015 0.2 0.2 K=-12.20 254.7 120 DF 0 10' 8" 0" 0.0 26. 6 REF D9 -62.4 4" 0 0 9' 4" 4.3 fps 27.0 27.0 PATH 20 4.310" 0 0 0" 0.009 0.1 0.1 K=-12.05 192. 3 120 DF 0 9 I 4 II 0" 0.0 26.8 ~-i CONTINUED 27.0 psi t C.A. 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LOT 24 Drawing Date:11-15-04 2/ 8/05 15: 1 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE ~., (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 8 TOW (PRIMARY PATH) CONTINUED t REF DlO -62. 6 4 " 0 0 9' 4" 2.9 fps 27.0 27.0 PATH 21 4. 310" 0 0 0" 0.004 0.0 0.1 K=-12.05 129.7 120 DF 0 9 I 4 ff 0" 0.0 27.0 REF Dll -63.1 4" 0 0 9 I 4 n 1. 5 fps 27.1 27.1 PATH 22 4.310" 0 0 0" 0.001 0.0 0.0 K=-12.13 66.6 120 DF 0 9 I 4 H 0" 0.0 27.1 REF D12 2" 0 0 120'8" 5.7 fps 27.1 ~i 2.203" 2 0 27'3" 0.032 4. 8 66.6 120 DF 0 148'0" -1'0" -0.4 REF 73 2½" 0 0 1 '4" 3.8 fps 31.5 2.703" 2 0 37 '4" 0.012 0.5 66.6 120 DF 0 38 '7" 1'0" 0.4 REF A12 1342.8 6" 2 0 18'10" 14.2 fps 33.7 33.7 • PATH 2 6. 403" 0 0 2 4 '9" 0.051 2.2 1. 3 K=231.35 1409.4 120 DF 0 43 '7" 0" 0.0 32.4 REF W 1409.4 gpm PATH 1 K= 235.19 35.9 psi PATH 2 FROM HYDRAULIC REFERENCE 8 TO A12 HEAD 8 36.3 2" 0 0 8 I 0" 0.6 fps 10.5 10.5 10.5 J 0.45 gpm/sq ft 2.203" 0 0 0" 0.001 0.0 0.0 o.o K= 11. 20 7.2 120 DF 0 8 '0" 0" 0.0 10.5 10.5 HEAD 7 36.2 2" 0 0 8 ' 0" 3.7 fps 10.5 10.5 10.4 0.45 gpm/sq ft 2.203" 0 0 0" 0.015 0.1 0 .1 0.0 K= 11. 20 43.4 120 DF 0 8 I 0" 0" 0.0 10.4 10.4 HEAD 6 36.0 2" 0 0 2 I 6" 6.7 fps 10.6 10.6 10.3 0.45 gpm/sq ft 2.203" 1 0 13' 8" 0.045 0.7 0.3 0.0 , K= 11. 20 79.4 120 DF 0 16 '2" 0" 0.0 10.3 10.3 CONTINUED 11.4 psi I J C.A. 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LOT 24 Drawing Date:11-15-04 2/ 8/05 15: 1 ' REMOTE AREA #1 PAGE 4 FLOW # OF LENGTH PRESSUll BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phaad FITS PATH 2 FROM HYDRAULIC REFERENCE 8 TO A12 CONTINUED REF Cl 104.3 2" 1 0 10'0" 15.6 fps 13.0 13.0 ' PATH 3 2.203" 0 0 6'10" 0.212 3.6 1.6 " ,. t1 K= 28. 96 183.7 120 DF 0 16'10" 0" 0.0 11. 4 REF C2 2½" 0 0 1 '0" 10.4 fps 16.5 2.703" 1 0 18' 8" 0.078 1. 5 183.7 120 DF 0 19' 8" 1' 0" 0.4 REF C3 254.9 3" 0 0 49'4" 16.5 fps 20.3 20.3 PATH 12 3.314" 0 0 0" 0 .145 7.2 1.8 ' K= 56.58 438.6 120 DF t 0 49' 4" 0" 0.0 18.5 REF 40 3" 0 0 4 " 16.5 fps 27.5 3. 314" 1 0 21'10" 0.145 3.2 438.6 120 DF 0 22 '2" 0" 0.0 REF Al 6" 0 0 10 '0" 4.4 fps 30.7 6.403" 0 0 0" 0.006 0.1 I. 438.6 120 DF 0 10'0" 0" 0.0 d REF A2 168.7 6" 0 0 11'0" 6.1 fps 30.7 30.7 PATH 8 6.403" 0 0 0" 0.011 0.1 0.2 K= 30.54 607.3 120 DF 0 11 '0" 0" 0.0 30.5 REF A3 145.5 6" 0 0 12'0" 7.6 fps 30.9 30.9 PATH 6 6. 403" 0 0 0" 0.016 0.2 0.4 K= 26.35 752.8 120 DF 0 12 '0" 0" 0.0 30.5 ' REF A4 100.1 6" 0 0 12 '0" 8.6 fps 31.1 31.1 PATH 15 6.403" 0 0 0" 0.020 0.2 0.5 K= 18. 11 852.9 120 DF 0 12 '0" 0" 0.0 30.6 REF A5 52.0 6" 0 0 12'0" 9.1 fps 31. 3 31. 3 PATH 16 6.403" 0 0 0" 0.022 0.3 0.5 K= 9.38 904.9 120 DF 0 12'0" 0" 0.0 30.8 CONTINUED 31.6 psi ' J C.A. 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LOT 24 Drawing Date:11-15-04 2/ 8/05 15: 1 . f REMOTE AREA #1 l?AGE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (Gl?M) l?Il?E FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 l?Il?E VELOCITY l?t l?t l?n ELEV ID T LT FITTINGS LOSS l?SI/FT l?f l?v !?drop l?Il?E J K FACTOR l?Il?E C TYl?E OTHER TOTAL ELEVATION l?e l?n !?head FITS l?ATH 2 FROM HYDRAULIC REFERENCE 8 TO A12 CONTINUED REF A6 53.2 6" 0 0 12 '0" 9.6 fps 31. 6 31. 6 PATH 17 6.403" 0 0 0" 0.025 0.3 0.6 K= 9.57 958.1 120 DF 0 12'0" O" 0.0 31. 0 t REF A7 57.0 6" 0 0 12 '0" 10.2 fps 31. 9 31. 9 PATH 18 6.403" 0 0 0" 0.028 0.3 0.7 K= 10.21 1015.2 120 DF 0 12 '0" 0" 0.0 31.2 REF AS 74.2 6" 0 0 10 '8" 11. o fps 32.2 32.2 PATH 19 6.403" 0 0 0" 0.032 0.3 0.8 K= 13.25 1089.4 120 DF 0 10'8" 0" 0.0 31. 4 REF A9 78.8 6" 0 0 9' 4" 11. 8 fps 32.5 32.5 J PATH 20 6. 403" 0 0 0" 0.036 0.3 0.9 K= 14.01 1168. 2 120 DF 0 9' 4" 0" 0.0 31. 6 REF AlO 82.8 6" 0 0 9' 4" 12.6 fps 32.9 32.9 PATH 21 6.403" 0 0 0" 0.041 0.4 1.0 K= 14.68 1251.0 120 DF 0 9' 4" 0" 0.0 31. 8 REF All 91. 8 6" 0 0 9' 4" 13.5 fps 33.3 33.3 PATH 22 6.403" 0 0 0" 0.047 0.4 1.2 f K= 16.22 1342.8 120 DF 0 9 I 4 II O" 0.0 32.1 REF A12 1342.8 gpm l?ATH 2 K• 231.35 33.7 psi l?ATH 3 FROM HYDRAULIC REFERENCE 3 TO Cl HEAD 3 36.6 2" 0 0 8 '0" 2.7 fps 10.7 10.7 10.7 0.46 gpm/sq ft 2.203" 0 0 0" 0.008 0.1 o.o 0.0 J K= 11. 20 31. 6 120 DF 0 8 '0" 0" 0.0 10.7 10.7 HEAD 2 36.3 2" 0 0 8 '0" 5.8 fps 10.8 10.8 10.5 0. 45 gpm/sq ft 2.203" 0 0 0" 0.034 0.3 0.2 0.0 K= 11. 20 68.0 120 DF 0 8 I 0" 0" 0.0 10.5 10.5 CONTINUED 11.0 psi , ~.A.C. LOT 24 Drawing Date:11-15-04 2/ 8/05 15: 1 REMOTE AREA #1 PAGE 6 J FLOW # OF LENGTH PRESStraE BRANCH L:INE {GPM) PIPE FITS FEET SUMMARY TO HEAD BYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS t PATH 3 FROM HYDRAULIC REFERENCE 3 TO Cl CONTINUED HEAD 1 36.3 2" 0 0 12'6" 8.9 fps 11. 0 11. 0 10.5 0.45 gpm/sq ft 2.203" 1 0 13'8" 0.074 1. 9 0.5 0.0 K= 11. 20 104.3 120 DF 0 26'2" 0" 0.0 10.5 10.5 REF Cl 104.3 gpm PATH 3 K• 28.96 13.0 psi ~,i PATH 4 FROM HYDRAULIC REFERENCE 3 TO El HEAD 3 36.6 2" 0 0 8 I 0" 0.4 fps 10.7 10.7 10.7 0.46 gpm/sq ft 2.203" 0 0 0" 0.000 0.0 0.0 0.0 K= 11.20 5.0 120 DF 0 8' 0" 0" 0.0 10.7 10.7 HEAD 4 36.5 2" 0 0 8' 0" 3.5 fps 10.7 10.7 10.6 0.46 gpm/sq ft 2.203" 0 0 0" 0.014 0.1 0.1 0.0 , K= 11.20 41. 4 120 DF 0 8 I 0" 0" 0.0 10.6 10.6 HEAD 5 36.3 2" 0 0 11'5" 6.6 fps 10.8 10.8 10.5 0. 45 gpm/sq ft 2.203" 1 0 13'8" 0.043 1.1 0.3 0.0 K= 11.20 77.8 120 DF 0 25'1" 0" 0.0 10.5 10.5 REF El 77.8 gpm PATH 4 K• 22.56 11.9 psi " PATH 5 FROM HYDRAULIC REFERENCE 11 TO El ,j HEAD 11 38.2 2" 0 0 6' 7" 3.2 fps 11. 6 11. 6 11. 6 0.48 gpm/sq ft 2.203" 1 0 13'8" 0.012 0.2 0.0 0.0 K= 11. 20 38.2 120 DF 0 20'2" 0" 0.0 11. 6 11. 6 REF El 38.2 gpm PATH 5 K= 11.09 11.9 psi r PATH 6 FROM HYDRAULIC REFERENCE 30 TO A3 HEAD 30 42.0 2" 0 0 8 I 0" 2.1 fps 14.1 14.1 14.1 0.48 gpm/sq ft 2.203" 0 0 0" 0.005 0.0 0.0 0.0 K= 11.20 24.5 120 DF 0 8'0" 0" 0.0 14.1 14.1 CONTINUED 14.1 psi J " .._4 C.A.C. LOT 24 Drawing Date:11-15-04 2/ 8/05 15: 1 REMOTE AREA Ill PAGE 7 FLOW II OF LENGTH PRESSURE BRANCH LINE ' (GPM) PIPE FITS FEET SUMMARY TO HEAD BYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 6 FROM HYDRAULIC REFERENCE 30 TO A3 CONTINUED ,. HEAD 29 41. 8 2" 0 0 8 'O" 5.6 fps 14.1 14.1 13.9 J 0. 4 7 gpm/sq ft 2.203" 0 0 0" 0.032 0.3 0.2 0.0 K= 11. 20 66.3 120 DF 0 8 I 0" 0" 0.0 13.9 13.9 HEAD 28 41. 6 2" 0 0 8 I 0" 9.2 fps 14. 4 14.4 13. 8 0. 4 7 gpm/sq ft 2.203" 0 0 0" 0.079 0.6 0.6 0.0 K= 11. 20 107.9 120 DF 0 8 'O" 0" 0.0 13.8 13. 8 t HEAD 27 41. 8 2" 0 0 8'0" 12.7 fps 15.0 15.0 13.9 0.47 gpm/sq ft 2.203" 0 0 0" 0.145 1.2 1.1 o.o K= 11. 20 149.7 120 DF 0 8 '0" 0" 0.0 13.9 13.9 HEAD 26 42.5 2" 0 0 51'10" 16.3 fps 16.2 16.2 14.4 0. 4 8 gpm/sq ft 2.203" 0 0 0" 0.231 12.0 1. 8 0.0 K= 11. 20 192.2 120 DF 0 51'10" 0" 0.0 14.4 14.4 REF 50 2½" 0 0 4 " 10.9 fps 28.1 b 2.703" 0 0 0" 0.085 0.0 192.2 120 DF 0 4 " 0" 0.0 REF 44 -46.7 2½" 0 0 1 I O II 8.2 fps 28.1 28.1 PATH 23 2.703" 2 0 37 '4" 0.051 2.0 0.0 K= -8.80 145.5 120 DF 0 38' 4" 1 '0" 0.4 28.1 REF A3 145.5 gpm PATH 6 K= 26.33 30.5 psi ► PATH 7 FROM HYDRAULIC REFERENCE 30 TO D3 HEAD 30 42.0 2" 0 0 8 I 0" 1.5 fps 14.1 14.1 14.l 0. 4 8 gpm/sq ft 2.203" 0 0 O" 0.003 0.0 0.0 o.o K= 11. 20 17.5 120 DF 0 8' 0" 0" 0.0 14.1 14.1 HEAD 31 41. 8 2" 0 0 8' 0" 5.0 fps 14.l 14 .1 13.9 0.47 gpm/sq ft 2.203" 0 0 0" 0.026 0.2 0.2 o.o ;i K= 11. 20 59.3 120 DF 0 8 'O" 0" 0.0 13.9 13.9 CONTINUED 14.3 psi I C,A.C.•LOT 24 Drawing Date:11-15-04 2/ 8/05 15: 1 REMOTE AREA #1 PAGE 8 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD J HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 7 FROM HYDRAULIC REFERENCE 30 TO D3 CONTINUED HEAD 32 41. 6 2" 0 0 8 '0" 8.6 fps 14.3 14.3 13.8 ' 0.47 gpm/sq ft 2.203" 0 0 0" 0.070 0.6 0.5 0.0 K= 11.20 100.9 120 DF 0 8' 0" 0" 0.0 13.8 13.8 HEAD 33 41. 7 2" 0 0 3'10" 12.1 fps 14.9 14.9 13.9 0. 4 7 gpm/sq ft 2.203" 1 0 13'8" 0.133 2.3 1.0 0.0 K= 11. 20 142.6 120 DF 0 17'6" 0" 0.0 13.9 13.9 REF 101 46.0 2" 0 0 1'0" 16.0 fps 17.2 17.2 PATH 10 2.203" 1 0 13'8" 0.223 3.3 0.0 J K= 11.11 188.7 120 DF 0 14 '8" 1'0" 0.4 17.2 REF D3 188.7 gpm PATH 7 K= 41.29 20.9 psi PATH 8 FROM HYDRAULIC REFERENCE 22 TO A2 HEAD 22 44.9 2" 0 0 9 I 711 2.9 fps 16.1 16.1 16.1 0.47 gpm/sq ft 2. 203" 0 0 0" 0.010 0.1 0.0 0.0 , K= 11.20 34. 4 120 DF 0 9'7" 0" 0.0 16.1 16.1 HEAD 21 4 4. 6 2" 0 0 9' 7" 6.7 fps 16.2 16.2 15.9 0.46 gpm/sq ft 2. 203" 0 0 0" 0.045 0.4 0.3 0.0 K= 11. 20 79.0 120 DF 0 9' 7" 0" 0.0 15.9 15.9 HEAD 20 44.6 2" 0 0 9'7" 10.5 fps 16.6 16.6 15.9 0.46 gpm/sq ft 2. 203" 0 0 0" 0.102 1.0 0.7 0.0 K= 11. 20 123.6 120 DF 0 9 I 7" 0" 0.0 15.9 15.9 J HEAD 19 45.1 2" 0 0 54'9" 14.3 fps 17.6 17.6 16.2 0.47 gpm/sq ft 2.203" 0 0 0" 0.181 9.9 1. 4 0.0 K= 11. 20 168.7 120 DF 0 54'9" 0" 0.0 16.2 16.2 REF 43 2½" 0 0 1 '4" 9.5 fps 27.5 2.703" 2 0 37'4" 0.067 2.6 168.7 120 DF 0 38 '7" 1 I 0" 0.4 REF A2 168.7 gpm PATH 8 K• 30.54 30.5 psi J _C.A. G. LOT 24 Drawing Date:11-15-04 2/ 8/05 15: 1 REMOTE AREA #1 PAGE 9 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ' ID T LT FITTINGS LOSS PSI/FT pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pa Pn Phaad FITS PATH 9 FROM HYDRAULIC REFERENCE 22 TO D2 HEAD 22 44.9 2" 0 0 9' 7" 0.9 fps 16.1 16.1 16.1 0.47 gpm/sq ft 2.203" 0 0 0" 0.001 0.0 0.0 0.0 ~4 K= 11.20 10.5 120 OF 0 9'7" 0" 0.0 16.1 16.1 HEAD 23 44.7 2" 0 0 9 I 7 H 4.7 fps 16.1 16.1 15.9 0.47 gpm/sq ft 2.203" 0 0 0" 0.023 0.2 0.1 0.0 K= 11. 20 55.2 120 OF 0 9' 7" 0" 0.0 15.9 15.9 HEAD 24 44.5 2" 0 0 11" 8.5 fps 16.3 16.3 15.8 0.46 gpm/sq ft 2.203" 1 0 13' 8" 0.069 1.0 0.5 0.0 K= 11. 20 99.7 120 OF 0 14 '7" 0" 0.0 15.8 15.8 , REF 100 4 6. 1 2" 0 0 1 '0" 12.4 fps 17.3 17.3 PATH 11 2.203" 1 0 13'8" 0.138 2.0 0.0 K= 11.08 145.8 120 OF 0 14 '8" 1 '0" 0.4 17.3 REF D2 145.8 gpm PATH 9 K• 32.80 19.8 psi PATH 10 FROM HYDRAULIC REFERENCE 34 TO 101 J HEAD 34 46.0 2" 0 0 3 I 2" 3.9 fps 16.9 16.9 16.9 0.52 gpm/sq ft 2.203" 1 0 13 '8" 0.016 0.3 0.0 0.0 K= 11.20 46.0 120 OF 0 16'10" 0" 0.0 16.9 16.9 REF 101 46.0 gpm PATH 10 K= 11.11 17.2 psi PATH 11 FROM f HYDRAULIC REFERENCE 25 TO 100 HEAD 25 46.1 2" 0 0 7' 8" 4.3 fps 16.9 16.9 16.9 0. 4 8 gpm/sq ft 2.104" 1 0 10'11" 0.021 0.4 0.0 0.0 K= 11. 20 46.1 120 OT 0 18' 7" 0" 0.0 16.9 16.9 REF 100 46.1 gpm PATH 11 K• 11.08 17.3 psi C.A. C,. L01 24 . Drawing Date:11-15-04 2/ 8/05 15: 1 I REMOTE AREA #1 PAGE 10 FLOW II OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD BYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT pf Pv Pdrop PIPE ,. K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS ~. PATH 12 FROM HYDRAULIC REFERENCE 15 TO C3 HEAD 15 4 4. 0 3" 0 0 9'7" 4.6 fps 19.3 19.3 19.1 12" 0.46 gprn/sq ft 3.314" 0 0 0" 0.014 0.1 0.1 3.7 12" K= 11.20 122.5 120 DF 0 9' 7" 0" 0.0 19.1 15.4 69" t HEAD 14 44.0 3" 0 0 9' 7" 6.3 fps 19. 4 19.4 19.2 12" 0.46 gprn/sq ft 3.314" 0 0 0" 0.024 0.2 0.3 3.7 12" K= 11.20 166.5 120 DF 0 9'7" 0" 0.0 19.2 15.4 69" HEAD 1:l 44. 1 3" 0 0 9' 7" 7.9 fps 19.7 19.7 19.2 12" 0.46 gprn/sq ft 3.314" 0 0 0" 0.037 0.4 0.4 3.7 12" K= 11. 20 210.6 120 DF 0 9 I 7 H 0" 0.0 19.2 15.5 69" , HEAD 12 44. 3 3" 0 0 5'5" 9.6 fps 20.0 20.0 19.4 12" ;j 0.46 gprn/sq ft 3.314" 0 0 0" 0.053 0.3 0.6 3.8 12" K= 11.20 254.9 120 DF 0 5 I 5" 0" 0.0 19.4 15.6 69" REil' C3 254.9 gpm PATH 12 K= 56.58 20.3 psi PATH 13 FROM HYDRAULIC REFERENCE 18 TO Dl f HEAD 18 48.9 2" 1 0 5'2" 4. 2 fps 19.0 19.0 19.0 0.51 gprn/sq ft 2.203" 1 0 20'5" 0.018 0.5 0.0 0.0 K= 11. 20 48.9 120 DF 0 25'7" 1 I 0" 0.4 19.0 19.0 REil' Dl 48.9 gpm PATH 13 K• 10.94 19.9 psi PATH 14 FROM HYDRAULIC REFERENCE E3 TO 15 ., REF E3 78.5 3" 0 0 1 I 9 n 2.9 fps 19.3 19.3 ~l PATH 1 3.314" 0 0 0" 0.006 0.0 0.0 K= 17.88 78.5 120 DF 0 1' 9" 0" 0.0 19.3 REF 15 78.5 gpm PATH 14 K• 17.87 19.3 psi C.A.C, LOT 24 Drawing Date:11-15-04 2/ 8/05 15: 1 • REMOTE AREA #1 PAGE 11 J FLOW # OF LENGTH PRESSURE BIUUICH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS f PATH 15 FROM HYDRAULIC REFERENCE D4 TO A4 REF D4 87.9 2" 0 0 112'8" 7.5 fps 23.0 23.0 PATH 1 2. 203" 2 0 27'3" 0.054 7.6 0.9 K= 18.34 87.9 120 DF 0 140'0" -1' 0" -0.4 22.1 REF 49 2¼" 0 0 4" 5.0 fps 29.3 2. 703" 1 0 18'8" 0.020 0.4 J 87.9 120 DF 0 19'0" 0" 0.0 REF 48 12.2 2½n 0 0 1 '0" 5.7 fps 29.6 29.6 PATH 24 2.703" 1 0 18'8" 0.026 0.5 0.0 K= 2.25 100.1 120 DF 0 19'8" 1' 0" 0.4 29.6 REF A4 100.1 gpm PATH 15 K= 18.11 30.6 psi ' PATH 16 FROM HYDRAULIC REFERENCE D5 TO AS REF D5 71. 5 2" 0 0 120'8" 6.1 fps 25.7 25.7 PATH 1 2.203" 2 0 27'3" 0.037 5.5 0.7 K= 14 .11 71. 5 120 DF 0 148 '0" -1 '0" -0.4 25.0 REF 53 2½" 0 0 4" 4.0 fps 30.0 2.703" 0 0 0" 0.014 0.0 71. 5 120 DF ' 0 4 " 0" 0.0 J REF 51 -19.5 2½" 0 0 1 '0" 2.9 fps 30.0 30.0 PATH 25 2.703" 2 0 37'4" 0.008 0.3 0.0 K= -3.55 52.0 120 DF 0 38'4" 1'0" 0.4 30.0 REF AS 52.0 gpm PATH 16 K= 9.38 30.8 psi PATH 17 FROM HYDRAULIC REFERENCE D6 TO A6 f REF D6 67.8 2" 0 0 120'8" 5.8 fps 26 .2 26.2 PATH 1 2.203" 2 0 27 '3" 0.034 5.0 0.5 K= 13.26 67.8 120 DF 0 148'0" -1'0" -0.4 25.7 CONTINUED 30.7 psi ----·-·--·---·· .. " .c.;i. c. LOT 24 Drawing Date:11-15-04 2/ 8/05 15: 1 REMOTE AREA #1 PAGE 12 , FLOW # OF LENGTH PRESSURE BBANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 17 FROM HYDRAULIC REFERENCE D6 TO A6 CONTINUED J REF 56 2½" 0 0 4" 3.8 fps 30.2 2. 703" 0 0 0 n 0.012 0.0 67.8 120 DF 0 4 " 0 n 0.0 REF 54 -14.6 2½" 0 0 1 '0" 3.0 fps 30.2 30.2 PATH 26 2.703" 2 0 37'4" 0.008 0.3 0.0 K= -2.65 53.2 120 DF 0 38' 4" 1 '0" 0.4 30.2 I REF A6 53.2 gpm PATH 17 K= 9.57 31.0 psi PATH 18 FROM HYDRAULIC REFERENCE D7 TO A7 REF D7 65.2 2" 0 0 120'8" 5.5 fps 26.5 26.5 PATH 1 2.203" 2 0 27 '3" 0.031 4.6 0.3 K= 12.66 65.2 120 DF 0 148 '0" -1'0" -0.4 26.2 J REF 59 2½" 0 0 4 n 3.7 fps 30.4 2.703" 0 0 0" 0.012 0.0 65.2 120 DF 0 4 n O" 0.0 REF 57 -8.2 2½" 0 0 1' 0" 3.2 fps 30.4 30.4 PATH 27 2.703" 2 0 37' 4" 0.009 0.3 0.0 K= -1.49 57.0 120 DF 0 38 '4" l ' 0" 0.4 30.4 ' REF A7 57.0 gpm PATH 18 K= 10.21 31.2 psi PATH 19 FROM HYDRAULIC REFERENCE DB TO AB REF D8 62. 9 2" 0 0 120'8" 5.3 fps 26.8 26.8 PATH 1 2.203" 2 0 27'3" 0.029 4.3 0.2 K= 12.15 62. 9 120 DF 0 148'0" -1' O" -0.4 26.6 ' REF 62 2½" 0 0 4 n 3.6 fps 30.5 ~· 2.703" 1 0 18'8" 0.011 0.2 62. 9 120 DF 0 19'0" O" 0.0 CONTINUED 30.7 psi .. ---------· - I CA\,C,. LOT 24 Drawing Date:11-15-04 2/ 8/05 15: 1 REMOTE AREA #1 PAGE 13 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD J. HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 19 FROM HYDRAULIC REFERENCE D8 TO AB CONTINUED REF 60 11. 4 2½" 0 0 1 I O II 4.2 fps 30.7 30.7 PATH 28 2.703" 1 0 18'8" 0.015 0.3 0.0 f K= 2.05 74.2 120 DF 0 19'8" 1 '0" 0.4 30.7 REF AB 74.2 gpm PATH 19 K= 13.25 31.4 psi PATH 20 FROM HYDRAULIC REFERENCE D9 TO A9 REF D9 62.4 2" 0 0 120'8" 5.3 fps 27.0 27.0 ;: PATH 1 2. 203" 2 0 27'3" 0.029 4.3 0.1 ~· K= 12.02 62.4 120 DF 0 148'0" -1'0" -0.4 26.8 REF 65 2½" 0 0 4 n 3.5 fps 30.7 2. 703" 1 0 18'8" 0.011 0.2 62.4 120 DF 0 19'0" 0 n 0.0 REF 63 16.4 2½" 0 0 1 '0" 4.4 fps 30.9 30.9 PATH 29 2.703" 1 0 18' 8" 0.016 0.3 0.0 I K= 2.95 78.8 120 DF 0 19' 8" 1 '0" 0.4 30.9 REF A9 78.8 gpm PATH 20 K= 14.01 31. 6 psi PATH 21 FROM HYDRAULIC REFERENCE D10 TO AlO REF D10 62.6 2" 0 0 120'8" 5.3 fps 27.0 27.0 PATH 1 2.203" 2 0 27'3" 0.029 4.3 0.1 a K= 12.04 62.6 120 DF 0 148'0" -1'0" -0.4 27.0 REF 68 2½" 0 0 4 n 3.5 fps 30.8 2.703" 1 0 18 '8" 0.011 0.2 62.6 120 DF 0 19' 0" 0 n 0.0 REF 66 20.2 2½" 0 0 1 '0" 4. 7 fps 31. 0 31. 0 PATH 30 2.703" 1 0 18'8" 0.018 0.4 0.0 K= 3.63 82.8 120 DF 0 19'8" 1 I 0" 0.4 31. 0 I REF AlO 82.8 gpm PATH 21 K= 14.68 31.8 psi J. C.}\. C. . ' . LOT 24 Drawing Date:11-15-04 2/ 8/05 15: 1 REMOTE AREA #1 PAGE 14 FLOW # OF LENGTH PRESSURE Bl!ANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD i HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 22 FROM HYDRAULIC REFERENCE D11 TO All REF Dll 63.1 2" 0 0 120'8" 5.4 fps 27.1 27.1 PATH 1 2.203" 2 0 27'3" 0.029 4.3 0.0 ~l K= 12.13 63.1 120 DF 0 148'0" -1 '0 11 -0.4 27.1 REF 72 2½" 0 0 4 " 3.6 fps 31. 0 2. 703" 1 0 18 '8" 0.011 0.2 63.1 120 DF 0 19'0" 0" 0.0 REF 69 28.7 2½" 0 0 1' 0" 5.2 fps 31.2 31. 2 PATH 23 2.703" 1 0 18'8" 0.022 0.4 0.0 K= 5.14 91. 8 120 DF 0 19'8" 1 '0" 0.4 31. 2 ' REF All 91.8 gpm PATH 22 K• 16.22 32.1 psi PATH 23 FROM HYDRAULIC REFERENCE 44 TO 69 REF 44 46.7 2½" 0 0 4 " 2.6 fps 28.1 28.1 PATH 6 2.703" 0 0 0" 0.006 0.0 0.0 K= 8.80 46.7 120 DF ., 0 4 " 0" 0.0 28.1 :.t REF 45 2" 1 0 74 '6" 4.0 fps 28.2 2.203" 0 0 6'10" 0.017 1. 4 46.7 120 DF 0 81 '4" 0" 0.0 REF 46 -12.2 2" 2 0 45'10" 2.9 fps 29.5 29.5 PATH 24 2.203" 3 0 54 '7" 0.010 1. 0 0.0 K= -2.25 34.4 120 DF 0 100'5" 1'0" 0.4 29.5 ; REF Bl 4 " 0 0 8 I O IT 0.8 fps 30.9 4. 310" 0 0 O" 0.000 0.0 34.4 120 DF 0 8 '0" 0" 0.0 REF B2 19.5 4" 0 0 12'0" 1. 2 fps 30.9 30.9 PATH 25 4.310" 0 0 0" 0.001 0.0 0.0 K= 3.50 53.9 120 DF 0 12 '0" 0" 0.0 30.9 CONTINUED 30.9 psi J C.J\. C. LOT 24 Drawing Date:11-15-04 2/ 8/05 15: 1 t 4 ' • REMOTE AREA #1 PAGE 15 FLOW # OF LENGTH PRESS'UltE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT pf Pv Pdrop PIPE • K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS J. PATH 23 FROM HYDRAULIC REFERENCE 44 TO 69 CONTINUED REF B3 14.6 4" 0 0 12'0" 1.5 fps 30.9 30.9 PATH 26 4.310" 0 0 0" 0.001 0.0 0.0 K= 2.62 68.5 120 DF 0 12'0" 0" 0.0 30.9 t REF B4 8.2 4" 0 0 12'0" 1. 7 fps 30.9 30.9 PATH 27 4. 310" 0 0 0" 0.002 0.0 0.0 K= 1. 4 7 76.7 120 DF 0 12'0" 0" 0.0 30.9 REF BS -11. 4 4" 0 0 10'8" 1.5 fps 31. 0 31. 0 PATH 28 4.310" 0 0 0" 0.001 0.0 o.o K= -2.04 65.3 120 DF 0 10'8" 0" 0.0 30.9 J REF B6 -16.4 4 " 0 0 9' 4" 1.1 fps 31.0 31. 0 PATH 29 4. 310" 0 0 0" 0.001 0.0 0.0 K= -2.95 48.9 120 DF 0 9 I 4 II 0" 0.0 31. 0 REF B7 -20.2 4 " 0 0 9 I 4 II 0.6 fps 31. 0 31. 0 PATH 30 4. 310" 0 0 0" 0.000 0.0 0.0 K= -3.63 28.7 120 DF 0 9 I 4 fl 0" 0.0 31. 0 REF BB -11. 6 2" 0 0 45'10" 1.5 fps 31. 0 31. 0 , PATH 31 2.203" 2 0 27 '3" 0.003 0.2 0.0 K= -2.09 1 7. 1 120 DF 0 73'1" -1'0" -0.4 31.0 REF 71 11. 6 2" 0 0 58'6" 2.4 fps 30.7 30.7 PATH 31 2.203" 0 0 0" 0.007 0.4 0.0 K= 2.10 28.7 120 DF 0 58'6" 0" 0.0 30.7 REF 70 2½:" 0 0 4" 1. 6 fps 31.1 2.703" 1 0 18'8" 0.003 0.0 J 28.7 120 DF 0 19'0" 0" 0.0 REF 69 28.7 gpm PATH 23 K• 5.14 31.2 psi ---------- C.A.C. LOT 24 Drawing Date:11-15-04 2/ 8/05 15: 1 • ' ~ REMOTE AREA #1 PAGE 16 J FLOW # OF LENGTH PlU:SSUIIE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS , PATH 24 FROM HYDRAULIC REFERENCE 46 TO 48 REF 46 12.2 2" 0 0 62'6" 1.0 fps 29.5 29.5 PATH 23 2 .203" 1 0 13' 8" 0.001 0.1 0.0 K= 2.25 12.2 120 DF 0 76'2" 0" 0.0 29.5 REF 47 2½" 0 0 4" 0.7 fps 29.6 2.703" 1 0 18 '8" 0.001 0.0 a 12.2 120 DF 0 19' 0" 0" 0.0 REF 48 12.2 gpm PATH 24 K• 2.25 29. 6 psi PATH 25 FROM HYDRAULIC REFERENCE 51 TO B2 REF 51 19.5 2½" 0 0 4" 1.1 fps 30.0 30.0 t PATH 16 2.703" 0 0 0" 0.001 0.0 0.0 K= 3.55 19.5 120 DF 0 4" 0" 0.0 30.0 REF 52 2" 0 0 104'4" 1. 7 fps 30.0 2.203" 2 0 27 '3" 0.003 0.4 19.5 120 DF 0 131'8" 1 '0" 0.4 REF B2 19.5 gpm PATH 25 K• 3.50 30.9 psi J PATH 26 FROM HYDRAULIC REFERENCE 54 TO B3 REF 54 14.6 2½" 0 0 4 " 0.8 fps 30.2 30.2 PATH 17 2.703" 0 0 0" 0.001 0.0 0.0 K= 2.65 14.6 120 DF 0 4" 0" 0.0 30.2 REF 55 2" 0 0 104 '4" 1.2 fps 30.2 2.203" 2 0 27'3" 0.002 0.3 I, 14.6 120 DF 0 131 '8" 1 I OH 0.4 , REF B3 14.6 gpm PATH 26 K• 2.62 30.9 psi ,, <;_. A,. c. LOT 24 Drawing Date:11-15-04 2/ 8/05 15: 1 REMOTE AREA #1 PAGE 17 , FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYO REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pa Pn Phaad FITS PATH 27 FROM HYDRAULIC REFERENCE 57 TO B4 t J REF 57 8.2 2½" 0 0 4 " 0.5 fps 30.4 30.4 PATH 18 2. 703" 0 0 0" 0.000 0.0 0.0 K= 1. 49 8.2 120 DF 0 4 " 0" 0.0 30.4 REF 58 2" 0 0 104 '4" 0.7 fps 30.4 2.203" 2 0 27'3" 0.001 0.1 8.2 120 DF 0 131'8" 1 '0" 0.4 t REF B4 8.2 gpm PATH 27 K• 1.47 30.9 psi PATH 28 FROM HYDRAULIC REFERENCE BS TO 60 REF B5 11. 4 2" 0 0 104'4" 1.0 fps 31. 0 31. 0 PATH 23 2.203" 2 0 27'3" 0.001 0.2 0.0 K= 2.04 11. 4 120 DF 0 131'8" -1'0" -0.4 30.9 ,, J REF 61 2½" 0 0 4 " 0.6 fps 30.7 2. 703" 1 0 18'8" 0.000 0.0 11. 4 120 DF 0 19'0" 0" 0.0 REF 60 11.4 gpm PATH 28 K• 2.05 30.7 psi PATH 29 FROM HYDRAULIC REFERENCE B6 TO 63 f REF B6 16.4 2" 0 0 104'4" 1. 4 fps 31. 0 31. 0 PATH 23 2.203" 2 0 27'3" 0.002 0.3 0.0 K= 2.95 16.4 120 DF 0 131'8" -1'0" -0.4 31. 0 REF 64 2½" 0 0 4 " 0.9 fps 30.9 2.703" 1 0 18 '8" 0.001 0.0 16.4 120 DF 0 19'0" 0" 0.0 ;_. REF 63 16.4 gpm PATH 29 K• 2. 95 30.9 psi ; C.,A. C. LOT 24 Drawing Date:11-15-04 2/ 8/05 15: 1 >· < - REMOTE AREA #1 PAGE 18 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD ,l HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pa Pn Phaad FITS PATH 30 FROM HYDRAULIC REFERENCE B7 TO 66 ' REF B7 20.2 2" 0 0 104 '4" 1. 7 fps 31. 0 31. 0 PATH 23 2.203" 2 0 27' 3" 0.004 0.5 o.o K= 3.63 20.2 120 DF 0 131 '8" -1'0" -0.4 31. 0 REF 67 2½" 0 0 4" 1.1 fps 31. 0 2.703" 1 0 18'8" 0.001 0.0 20.2 120 DF 0 19'0" 0" 0.0 REF 66 20.2 gpm PATH 30 K• 3.63 31.0 psi ~~ PATH 31 FROM HYDRAULIC REFERENCE B8 TO 71 REF BS 11. 6 4 " 0 0 8 I 4 II 0.3 fps 31. 0 31. 0 PATH 23 4.310" 0 0 0" 0.000 0.0 0.0 K= 2.09 11. 6 120 DF 0 8 I 4 If 0" 0.0 31. 0 REF B9 2" 3 0 56'2" 1. 0 fps 31. 0 ., 2.203" 3 0 61 '4" 0.001 0.2 11. 6 120 DF 0 117'6" -1'0" -0.4 REF 71 11. 6 gpm PATH 31 Ka 2.10 30.7 psi J .. ,#; p 5 140 120 100 80 ' 60 40 20 I Q...:;.;, Job C.A.C. LOT24 5817 DRYDEN PLACE CARLSBAD.CA Remote Area: 1 400 600 ... _. Water Static Pressure: 92.0 psi Residual Pressure: 86.0 psi Flow: 1400 gpm Date/Loe: 11-5-04 SITE Suon! 800 1000 ~1·• Required Pressure: Total Flow: - Safety Pressure: 68.6 psi 1909 gpm 12.7 psi 1200 1400 F'lnw lnnm\ <.,.1« Hose Allowance Inside: O gpm Outside: 500 gpm 500gpmhose 1600 - 1800 . (!..:- Drawn By SprinkCAD ,- Tyco Fire Products (800)495-5541, 2000