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97-498-000� I i • .. Project Name:AMC SMALL THEATRE,CALC Date:3 /10/97 Calculation by:NMH Sht #4 of 4 ---------------------------------------------------------- Protection by: Island Fire Protection, Inc. 999 Anglers Cove Ste.206 Marco Island, Fl. 34145 Property: AMC Theatres @ Sunset Place South Miami, Fl. ---------------------------------------------------- - - - - -- HAZARD DESCRIPTION: Ordinary Hazard Gp 2 per FM reqmt MIN DESIGN CRITERIA = 0.17 gpm / all heads in theatre BASED ONiNFPA #13 WET SYSTEM SPKR ORIj SIZE = 17/32 K- FACTOR = 14.5 AREA = 361.0 TOTAL SPFINKLERS CALCULATED = 8 I REQUIRED VATER AS CALCULATED SYSTEMfREQ'T 491.62 GPM I/S HOSE & /OR RACK ALLOW 0.00 GPM OUTSIDEIHOSE (OR COMBINED) 500.00 GPM TOTAL WATER REQUIREMENT 991.62 GPM PRESSURE REQ'D: @ B.O.R.= 97.97 PSI PRESSUREREQ'D: @ P.O.C.= 109.70 PSI -------- - - - - -- ------------------------------------------ T WATER SUPPLY CITY STATIC PRESS: 57 PSI RESIDUAL PRESSURE: 51 PSI @ 2400 GPM FLOWING AVAILABLEiAT SUCTION SIDE OF PUMP BOOSTER PUMP - RATED CAPACITY: 1000 GPM RATED PRESSURE: 85.0 PSI DERIVED STATIC: 93 PSI COMB. CITY + PUMP: STATIC = 150 PSI FLOW GRAPH SIDdMARY TOTS nRES'S AVAILABLE @ 991.6 GPM = 141.2 PSI TOTAL RATE# AVAILABLE @ 109.7 PSI = 1584 GPM SAFETY '_MARGIN = 141.2 - 109.7 = 31:50 PSI -------- - - - - -- ------------------------------------------- j ABBREVIATIONS PT - PRESSURE TOTAL E - 90 DEG ELL BV - BUTTERFLY VA ALV - ALARM VA PE - PRESS. ELEV I EE - 45 DEG ELL GV - GATE VALVE DELV - DEL. VA PF - P. FRIC. LOSSI IT - LONG TURN CV - CHECK VALVE DPV - DRY PIPE PO - P. @ OUTLET T - TEE DCV - DET. CV STR - STRAINER OUTLET (OR SPRINKLER) TABLE: DISCHARGE SUMMARY - SHOWS FLOWS AT ALL OUTLETS. ROUTE 01 DESCRIPTION: PRIMARY WATER PATH - FROM STARTING SPRINKLER TO SUPPLY POINT - FOLLOWED BY SUBSEQUENT PRIMARY PATHS. PIPE TABLE: DESCRIBES ALL PIPES USED IN SYSTEM CALCULATION. 0- D E 41i\ - HYDRAULIC CALC FOR AMC SMALL THEATRE HYDRAULIC CALC FOR AMC SMALL THEATRE PIPE NO. DIAMETER - -- OUTLET TABLE - -- 2 1.610 OUTLET # K- FACTOR PRESSURE FLOW ELEV. (FEET) MIN. FLOW 1 14.500 15.200 56.53 65.00 56.53 2 14.500 16.011 58.02 65.00 56.53 3 14.500 15.768 57.58 65.00 56.53 4 14.500 16.607 59.09 65.00 56.53 5 14.500 17.847 61.26 65.00 56.53 6 14.500 18.787 62.85 65.00 56.53 7 _14.500 21.532 67.28 65.00 56.53 8 14.500 22.651 69.01 65.00 56.53 HYDRAULIC CALC FOR AMC SMALL THEATRE PIPE NO. DIAMETER 1 1.610 2 1.610 3 1.610 4 1.610 5 1.610 6 1.610 7 1.610 8 1.610 9 2.635 10 2.635 11 2.635 12 2.635 13 4.260 14 4.260 15 4.260 16 6.357 17 6.357 18 8.200 - -- PIPE TABLE - -- FRICTION FRICTION VELOCITY LENGTH FLOW GPM C LOSS /FOOT LOSS /TOTAL FEET /SECOND 21.50 56.53 120 0.1104 2.375 8.9 13.50 58.02 120 0.1159 1.564 9.1 21.50 57.58 120 0.1143 2.457 9.1 13.50 59.09 120 0.1199 1.618 9.3 21.50 61.26 120 0.1281 2.755 9.7 13.50 62.85 120 0.1344 1.814 9.9 21.50 67.28 120 0.1524 3.277 10.6 13.50 69.01 120 0.1597 2.156 10.9 17.50 114.55 120 0.0370 0.648 6.7 17.50 231.22 120 0.1358 2.377 13.6 14.00 355.33 120 0.3007 4.210 20.9 25.50 491.62 120 0.5482 13.980 28.9 431.25 491.62 120 0.0528 22.786 11.1 60.00 491.62 120 0.0528 3.170 11.1 95.00 491.62 120 0.0528 5.020 11.1 218.00 491.62 120 0.0075 1.640 5.0 390.00 491.62 120 0.0075 2.934 5.0 103.00 491.62 150 0.0014 0.148 3.0 I . WATER 6.2 dist. by Fire Sprinkler Consultants (913)722 -FIRE Copyright (0) 1979 -91 by Lin McCool HYDRAULIC CALL FOR AMC SMALL THEATRE - -- ROUTE NO. 1 DESCRIPTION - -- Q -ADD DIA T PIPE PT PV REFERENCE LOSS /FT E FITTS PE PE ' --------------------------------------------------------------------------- Q -TOTAL C -FACT LT TOTAL PF PO NOTES .OUTLET 1 56.53 1.610 1 13.5 15.20 K =14.5 0.11 0 8 0.00 0.00 PIPE 1 56.53 120 0 21.5 2.37 15.20 --------------------------------------------------------------------------- REF 901 58.02 2.635 0 17.5 17.57 0.037 0 0 0.00 PIPE 9 114.55 120 0 17.5 0.65 --------------------------------------------------------------------------- REF 902 116.67 2.635 0 17.5 18.22 0.136 0 0 0.00 PIPE 10 231.22 120 0 17.5 2.38 --------------------------------------------------------------------------- REF 903 124.10 2.635 0 14.0 20.60 0.301 0 0 0.00 PIPE it 355.33 120 0 14.0 4.21 --------------------------------------------------------------------------- REF 904 136.29 2.635 1 13.5 24.81 0.548 0 12 0.00 PIPE 12 491.62 120 0 25.5 13.98 --------------------------------------------------------------------------- REF 905 0.00 4.260 0 381.3 38.79 0.053 5 50 0.00 PIPE 13 491.62 120 0 431.3 22.79 --------------------------------------------------------------------------- REF 906 0.00 4.260 0 50.0 61.57 0.053 1 10 28.21 PIPE 14 491.62 120 0 60.0 3.17 --------------------------------------------------------------------------- REF 907 0.00 4.260 1 75.0 92.96 0.053 0 20 0.00 PIPE 15 491.62 120 0 95.0 5.02 --------------------------------------------------------------------------- REF 908 0:00 6.357 0 176.0 97.97 Press Reqd @ Base of Riser 0.008 3 42 0.00 PIPE 16 491.62 120 0 218.0 1.64 --------------------------------------------------------------------------- REF 909 0.00 6.357 0 334.0 99.61 Press Reqd @ Pump Discharge 0.008 4 56 0.00 PIPE 17 491.62 120 0 390.0 2.93 --------------------------------------------------------------------------- REF 910 0.00 8.200 1 50.0 102.55 0.001 0 53 0.00 PIPE 18 491.62 150 0 103.0 7.15 Backflow Preventor --------------------------------------------------------------------------- 109.70 Supply @ City Water Main HYDRAULIC CALL FOR AMC SMALL THEATRE - -- ROUTE NO. 2 DESCRIPTION - -- REF 901 17•.58 HYDRAULIC CALL FOR AMC SMALL THEATRE - -- ROUTE NO. 3 DESCRIPTION - -- Q -ADD DIA T PIPE PT PV REFERENCE LOSS /FT E FITTS PE PE Q -TOTAL C -FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 2 58.02 1.610 1 5.5 16.01 K =14.5 0.12 0 8 0.00 0.00 PIPE 2 - 58.02 120 0 13.5 1.56 16.01 REF 901 17•.58 HYDRAULIC CALL FOR AMC SMALL THEATRE - -- ROUTE NO. 3 DESCRIPTION - -- REF 902 18.22 HYDRAULIC CALL FOR AMC SMALL THEATRE - -- ROUTE NO. 4 DESCRIPTION - -- Q -ADD DIA T PIPE PT PV REFERENCE LOSS /FT E FITTS PE PE Q -TOTAL C -FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 3 57.58 1.610 1 13.5 15.77 K =14.5 0.11 0 8 0.00 0.00 PIPE 3 57.58 120 0 21.5 2.46 15.77 REF 902 18.22 HYDRAULIC CALL FOR AMC SMALL THEATRE - -- ROUTE NO. 4 DESCRIPTION - -- REF 902 18.23 Q -ADD DIA T PIPE PT PV REFERENCE LOSS /FT E FITTS PE PE Q -TOTAL C -FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 4 59.09 1.610 1 5.5 16.61 K =14.5 0.12 0 8 0.00 0.00 PIPE 4 59.09 120 0 13.5 1.62 16.61 REF 902 18.23 I . I HYDRAULIC CALL FOR AMC SMALL THEATRE - -- ROUTE NO. 5 DESCRIPTION - -- HYDRAULIC CALC FOR AMC SMALL THEATRE - -- ROUTE NO. 6 DESCRIPTION - -- Q -ADD DIA T PIPE PT PV REFERENCE LOSS /FT E FITTS PE PE Q -TOTAL C -FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 5 61.26 1.610 1 13.5 17.85 'K =14.5 0.13 0 8 0.00 0.00 PIPE 5 - 61.26 120 0 21.5 2.75 17.85 ------------------------------------------------------------------------ REF 903 20.60 HYDRAULIC CALC FOR AMC SMALL THEATRE - -- ROUTE NO. 6 DESCRIPTION - -- REF 903 20.60 HYDRAULIC CALL FOR AMC SMALL THEATRE - -- ROUTE NO. 7 DESCRIPTION - -- Q -ADD DIA T PIPE PT PV REFERENCE LOSS /FT E FITTS PE PE Q -TOTAL C -FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 6 62.85 1.610 1 5.5 18.79 K =14.5 0.13 0 8 0.00 0.00 PIPE 6 62.85 120 0 13.5 .1.81 18.79 REF 903 20.60 HYDRAULIC CALL FOR AMC SMALL THEATRE - -- ROUTE NO. 7 DESCRIPTION - -- REF 904 24.81 Q -ADD DIA T PIPE PT PV REFERENCE LOSS /FT E FITTS PE PE Q -TOTAL C -FACT LT TOTAL PF PO NOTES ------------------------------------------------------------------------- OUTLET 7 67.28 1.610 1 13.5 21.53 K =14.5 0.15 0 8 0.00 0.00 PIPE 7 67.28 120 0 21.5 3.28 21.53 REF 904 24.81 HYDRAULIC CALC FOR AMC SMALL THEATRE - -- ROUTE NO. 8 DESCRIPTION - -- Q -ADD DIA T PIPE PT PV REFERENCE LOSS /FT E FITTS PE PE Q -TOTAL C -FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 8 69.01 1.610 1 5.5 22.65 •K =14.5 0.16 0 8 0.00 0.00 PIPE 8 69.01 120 0 13.5 2.16 22.65 --------------------------------------------------------------------------- REF 904 24.81 1' 11■I l .: d:.: IN FIRE SPRINKLER HYDRAULIC CALCULATIONS HYDRAULIC DESIGN INFORMATION SHEET Project Name:AMC LARGE THEATRE CALC Date:3 /10/97 Calculation by:NMH Sht #3 of 4 ---------------------------------------------------- - - - - -- Protection by: Island Fire Protection, Inc. 999 Anglers Cove Ste.206 Marco Island, F1. 34145 Property: AMC Theatres @ ,Sunset Place South Miami, F1. HAZARD DESCRIPTION: Ordinary Hazard Gp 2 per FM reqmt MIN DESIGN gRITERIA = 0.17 gpm / 3000 sqft BASED ON NFPA #13 WET SYSTEM SPKR ORIF SIZE = 17/32 K- FACTOR = 14.5 AREA = 256.0 TOTAL SPRINKLERS CALCULATED = 16 1 REQUIRED WATER AS CALCULATED SYSTEM REQ'T 731.64 GPM I/S HOSE &I /OR RACK ALLOW 0.00 GPM OUTSIDE HOSE (OR COMBINED) 500.00 GPM TOTAL WATER REQUIREMENT 1231.64 GPM PRESSURE REQ1'D: @ B.O.R.= 89.04 PSI PRESSURE REQI'D: @ P.O.C.= 111.33 PSI ---------- - - - - -- ----------------------------------------- WATER SUPPLY CITY STATIC PRESS: 57 PSI RESIDUAL PRESSURE: 51 PSI @ 2400 GPM FLOWING AVAILABLE AT�SUCTION SIDE OF PUMP BOOSTER PUMPI- RATED CAPACITY: 1000 GPM RATED PRESSURE: 85.0 PSI DERIVED STATIC: 93 PSI COMB. CITY + PUMP: STATIC = 150 PSI FLOW GRAPH SUMMARY TOTAL PRESS AVAILABLE @ 1232 GPM = 128.8 PSI TOTAL WATER AVAILABLE @ 111.3 PSI = 1565 GPM SAFETY MARGIN �7 128.8 - 111.3 = 17.50 PSI - - - - - - - - - - - - - - - - - - - ! --------------------------------------- 1 PT - PRESSURE TOTAL E - 90 DEG ELL BV - BUTTERFLY VA ALV - ALARM VA PE - PRESS. ELEV EE - 45 DEG ELL GV - GATE VALVE DELV - DEL. VA PF - P. FRIC. LOSS LT - LONG TURN CV - CHECK VALVE DPV - DRY PIPE PO - P. @ OUTLET T - TEE DCV - DET. CV STR - STRAINER CALCULATION SEQUENCE OUTLET (OR SPRINKLER) TABLE: DISCHARGE SUMMARY - SHOWS FLOWS AT ALL OUTLETS. 1-r 4% 060.A• ROUTE Al DESCRIPTION: PRIMARY WATER PATH - FROM STARTING SPRINKLER TO SUPPLY POINT - FOLLOWED BY SUBSEQUENT PRIMARY PATHS. by It 1•' •• PIPE TABLE: DESCRIBES ALL PIPES USED IN SYSTEM CALCULATION. y. �O Tthe - +EK HYDRAULIC CALL FOR AMC LARGE THEATRE - -- OUTLET TABLE - -- OUTLET # K- FACTOR PRESSURE FLOW ELEV. (FEET) MIN. FLOW 1 14.500 9.011 43.53 65.00 43.50 2 14.500 9.321 44.27 65.00 43.50 ' 3 14.500 9.549 44.81 65.00 43.50 4 14.500 9.876 45.57 65.00 43.50 5 14.500 9.132 43.82 65.00 43.50 6 14.500 9.446 44.56 65.00 43.50 7 14.500 9.675 45. -10 65.00 43.50 8 14.500 10.006 45.87 65.00 43.50 9 14.500 9.530 44.76 65.00 43.50 10 14.500 9.856 45.52 65.00 43.50 11 14.500 10.088 46.05 65.00 43.50 12 14.500 10.432 46.83 65.00 43.50 13 14.500 10.363 46.68 65.00 43.50 14 14.500 10.716 47.47 65.00 43.50 15 14.500 10.959 48.00 65.00 43.50 16 14.500 11.330 48.81 65.00 43.50 0- / HYDRAULIC CALL FOR AMC LARGE THEATRE - -- PIPE TABLE - -- FRICTION FRICTION VELOCITY PIPE NO. DIAMETER LENGTH FLOW GPM C LOSS /FOOT LOSS /TOTAL FEET /SECOND 1 2.057 15.00 43.53 120 0.0206 0.310 4.2 2 2.057 22.00 87.79 120 0.0756 1.664 8.5 3 2.057 15.00 44.81 120 0.0218 0.327 4.3 4 2.057 14.00 90.37 120 0.0798 1.117 8.7 5 2.057 15.00 43.82 120 0.0209 0.314 4.2 6 2.057 22.00 88.38 120 0.0766 1.684 8.5 7 2.057 15.00 45.10 120 0.0221 0.331 4.4 8 2.057 14.00 90.97 120 0.0808 1.131 8.8 9 2.057 15.00 44.76 120 0.0217 0.326 4.3 10 2.057 22.00 90.28 120 0.0796 1.752 8.7 11 2.057 15.00 46.05 120 0.0229 0.344 4.4 12 2.057 14.00 92.89 120 0.0839 1.175 9.0 13 2.057 15.00 46.68 120 0.0235 0.353 4.5 14 2.057 22.00 94.14 120 0.0860 1.893 9.1 15 2.057 15.00 48.00 120 0.0247 0.371 4.6 16 2.057 14.00 96.81 120 0.0906 1.268 9.3 17 4.260 16.00 178.17 120 0.0081 0.129 4.0 18 4.260 16.00 357.52 120 0.0293 0.469 8.0 19 4.260 16.00 540.69 120 0.0630 1.008 12.2 20 4.260 57.50 731.64 120 0.1103 6.339 16.5 21 4.260 95.00 731.64 120 0.1103 10.474 16.5 22 4.260 225.00 731.64 120 0.1103 24.806 16.5 23 4.260 60.00 731.64 120 0.1103 6.615 16.5 24 4.260 28.00 731.64 120 0.1103 3.087 16.5 25 6.357 342.00 731.64 120 0.0157 5.368 7.4 26 6.357 416.00 731.64 120 0.0157 6.529 7.4 27 8.200 103.00 731.64 150 0.0030 7.310 4.4 WATER 6.2 dist. by Fire Sprinkler Consultants (913)722 -FIRE Copyright (C) 1979 -91 by Lin McCool HYDRAULIC CALL FOR AMC LARGE THEATRE - -- ROUTE NO. 1 DESCRIPTION - -- Q -ADD DIA T PIPE PT PV REFERENCE LOSS /FT E FITTS PE PE Q -TOTAL C -FACT LT TOTAL PF -PO NOTES --------------------------------------------------------------------------- OUTLET 1 43.53 2.057 0 15.0 9.01 K =14.5 0.02 0 0 0.00 0.00 PIPE 1 43.53 120 0 15.0 0.31 9.01 --------------------------------------------------------------------------- OUTLET 2 44.27 2.057 1 12.0 9.32 K =14.5- 0.08 0 10 0.00 0.00 PIPE 2 87.79 120 0 22.0 1.66 9.32 --------------------------------------------------------------------------- REF 901 90.37 4.260 0 16.0 10.98 0.008 0 0 0.00 PIPE -17 178.17 120 0 16.0 0.13 ---------------------------------------------------------------------------- REF 902 179.35 4.260 0 16.0 11.11 0.029 0 0 0.00 PIPE 18 357.52 120 0 16.0 0.47 --------------------------------------------------------------------------- REF 903 183.17 4.260 0 16.0 11.58 0.063 0 0 0.00 PIPE 19 540.69 120 0 16.0 1.01 --------------------------------------------------------------------------- REF 904 190.95 4.260 1 37.5 12.59 0.110 0 20 0.00 PIPE 20 731.64 120 0 57.5 6.34 --------------------------------------------------------------------------- REF 905 0.00 4.260 1 75.0 18.93 0.110 0 20 0.00 'PIPE 21 731.64 120 0 95.0 10.47 --------------------------------------------------------------------------- ,REF 906 0.00 4.260 0 215.0 29.40 0.110 1 10 0.00 PIPE 22 731.64 120 0 225.0 24.81 --------------------------------------------------------------------------- REF 907 0.00 4.260 0 50.0 54.21 0.110 1 10• 28.21 PIPE 23 731.64 120 0 60.0 6.62 --------------------------------------------------------------------------- REF 908 0.00 4.260 1 8.0 89.04 Press Reqd @ Base of Riser 0.110 0 20 0.00 PIPE 24 731.64 120 0 28.0 3.09 ---7----------------------------------------------------------------------- REF 909 0.00 6.357 0 300.0 92.12 Press Reqd @ Pump Discharge 0.016 3 42 0.00 PIPE 25 731.64 120 0 342.0 5.37 --------------------------------------------------------------------------- REF 910 0.00 6.357 0 346.0 97.49 0.016 5 70 0.00 PIPE =-------------------------------------------------------------------------- 26 731.64 120 0 416.0 6.53 REF 911 0.00 8.200 1 50.0 104.02 " 0.003 0 53`, 0.00 PIPE 27 731.64 150 0 103.0 7.31 Backflow Preventor --------------------------------------------------------------------------- 111.33 Supply @ City Water Main 0 HYDRAULIC CALL FOR AMC LARGE THEATRE - -- ROUTE NO. 2 DESCRIPTION - -- REF -901 10.99 HYDRAULIC CALC FOR AMC LARGE THEATRE - -- ROUTE NO. 3 DESCRIPTION - -- Q -ADD Q -ADD DIA T PIPE PT PV REFERENCE LOSS /FT LOSS /FT E FITTS PE PE Q -TOTAL C -FACT Q -TOTAL C -FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 3 44.81 2.057 0 15.0 9.55 43.82 K =14.5 0 15.0 0.02 0 0 0.00 0.00 PIPE 3 44.81 120 0 15.0 0.33 9.55 --------------------------------------------------------------------------- OUTLET 4 45.57 2.057 1 4.0 9.88 44.56 K =14.5 1 12.0 0.08 0 10 0.00 0.00 PIPE 4 90.37 120 0 14.0 1.12 9.88 REF -901 10.99 HYDRAULIC CALC FOR AMC LARGE THEATRE - -- ROUTE NO. 3 DESCRIPTION - -- REF 902 11.13 HYDRAULIC CALC FOR AMC LARGE THEATRE - -- ROUTE NO. 4 DESCRIPTION - -- Q -ADD Q -ADD DIA T PIPE PT PV REFERENCE LOSS /FT LOSS /FT E FITTS PE PE Q -TOTAL C -FACT Q -TOTAL C -FACT LT TOTAL PF PO NOTES ----- - - - - -- & --------------------------------------------------------------- 9.68 OUTLET 5 43.82 2.057 0 15.0 9.13 PIPE 7 K =14.5 120 0 0.02 0 0 0.00 0.00 PIPE 5 43.82 120 0 15.0 0.31 9.13 --------------------------------------------------------------------------- OUTLET 6 44.56 2.057 1 12.0 9.45 K =14.5 0.08 0 10 0.00 0.00 PIPE 6 88.38 120 0 22.0 1.68 9.45 REF 902 11.13 HYDRAULIC CALC FOR AMC LARGE THEATRE - -- ROUTE NO. 4 DESCRIPTION - -- Q -ADD DIA T PIPE PT PV REFERENCE LOSS /FT E FITTS PE PE Q -TOTAL C -FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 7 45.10 2.057 0 15.0 9.68 K =14.5 0.02 0 0 0.00 0.00 PIPE 7 45.10 120 0 15.0 0.33 9.68 --------------------------------------------------------------------------- OUTLET 8 45.87 2.057 1 4.0 10.01 K =14.5 0.08 0 10 0.00 0.00 PIPE 8 90.97 120 0 14.0 1.13 10.01 --------------------------------------------------------------------------- REF 902 11.14 HYDRAULIC CALL FOR AMC LARGE THEATRE - -- ROUTE NO. 5 DESCRIPTION - -- REF -903 11.61 HYDRAULIC CALC FOR AMC LARGE THEATRE - -- ROUTE NO. 6 DESCRIPTION - -- Q -ADD Q -ADD DIA T PIPE PT PV REFERENCE LOSS /FT LOSS /FT E FITTS PE PE --------------------------------------------------------------------------- C -FACT Q -TOTAL C -FACT LT TOTAL PF PO NOTES OUTLET 9 44.76 2.057 0 15.0 9.53 0.02 K =14.5 0 0.00 0.02 0 0 0.00 0.00 PIPE 9 44.76 120 0 15.0 0.33 9.53 --------------------------------------------------------------------------- OUTLET 10 45.52 2.057 1 12.0 9.86 K =14.5 0.08 0 10 0.00 0.00 PIPE 10 90.28 120 0 22.0 1.75 9.86 REF -903 11.61 HYDRAULIC CALC FOR AMC LARGE THEATRE - -- ROUTE NO. 6 DESCRIPTION - -- REF 903 11.61 HYDRAULIC CALC FOR AMC LARGE THEATRE - -- ROUTE NO. 7 DESCRIPTION - -- Q -ADD Q -ADD DIA T PIPE PT PV REFERENCE LOSS /FT LOSS /FT E FITTS PE PE Q -TOTAL C -FACT Q -TOTAL C -FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 11 46.05 2.057 0 15.0 10.09 0.02 K =14.5 0 0.00 0.02 0 0 0.00 0.00 PIPE 11 46.05 120 0 15.0 0.34 10.09 --------------------------------------------------------------------------- OUTLET 12 46.83 2.057 1 4.0 10.43 K =14.5 0.08 0 10 0.00 0-.00 PIPE 12 92.89 120 0 14.0 1.18 10.43 REF 903 11.61 HYDRAULIC CALC FOR AMC LARGE THEATRE - -- ROUTE NO. 7 DESCRIPTION - -- Q -ADD DIA T PIPE PT PV REFERENCE LOSS /FT E FITTS PE PE Q -TOTAL C -FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 13 46.68 2.057 0 15.0 10.36 K =14.5 0.02 0 0 0.00 0.00 PIPE 13 46.68 120 0 15.0 0.35 10.36 --------------------------------------------------------------------------- OUTLET 14 47.47 2.057 1 12.0 10.72 K =14.5 0.09 0 10 0.00 0.00 PIPE 14 94.14 120 0 22.0 1.89 10.72 --------------------------------------------------------------------------- REF 904 12.61 HYDRAULIC CALL FOR AMC LARGE THEATRE - -- ROUTE NO. 8 DESCRIPTION - -- REF "904 12.60 Q -ADD DIA T PIPE PT PV REFERENCE LOSS /FT E FITTS PE PE Q -TOTAL C -FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- OUTLET 15 48.00 2.057 0 15.0 10.96 K =14.5 0.02 0 0 0.00 0.00 PIPE 15 48.00 120 0 15.0 0.37 10.96 --------------------------------------------------------------------------- OUTLET 16 48.81 2.057 1 4.0 11.33 K =14.5_ 0.09 0 10 0.00 0.00 PIPE 16 96.81 120 0 14.0 1.27 11.33 REF "904 12.60 in s aim