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HomeMy WebLinkAbout40 Kennedy Road - Building Plans &amp; Drawi HYDRAULIC CALCULATIONS for FedEx Ground 40 Kennedy Road South Windsor, CT 8/8/2012 Calculated Area: Zone 3 Computer room Design Data: Occupancy Classification: Ordinary Hazard I Density: 0.15 GPM PER SQ FT Area of Application: Entire Area Coverage Per Sprinkler: 108 sq ft NO. of Sprinklers Calculated: 12 Hose Streams: 250 GPM Total Water Required 529.48 GPM including hose streams 529.48 GPM required at supply pressure of 63.55 PSI Flow at Base of Riser 279.48 GPM Required Pressure at Base of Riser 55.50 PSI Supply Data: Static (PSI) 76 Residual (PSI) 70 Flow (GPM) 1900 Calculations by: CCK of �;'. KOS�diyVG�' Rybak Engineering, Inc. 132 Forest Ave. _ Warren, MA 01083-0709 : -fl'. No.18498 -, S/pNAI E, �Ilz Name Of Contractor Mack Fire Protection, LLC 15 Industrial Park Place L/ Middletown, CT 06457 Authority Having Jurisdiction: Local Building Official Underwriter: - Notes: 20121350 C:\w\121350c fedex.doc Zone 3 Computer room 2 of 7 --- OUTLET TABLE --- OUTLET # K-FACTOR PRESSURE FLOW ELEV. (FEET) MIN. FLOW 1 8.000 7.005 21.17 16.29 21.17 2 8.000 8.993 23.99 15.92 21.17 3 8.000 7.022 21.20 16.29 21.17 4 8.000 9.014 24.02 15.92 21.17 5 8.000 7.101 21.32 16.33 21.17 6 8.000 9.111 24.15 15.96 21.17 7 8.000 7.299 21.61 16.33 21.17 8 8.000 9.358 24.47 15.96 21.17 9 8.000 7.622 22.09 16.38 21.17 10 8.000 9.758 24.99 16.00 21.17 11 8.000 8.782 23.71 16.38 21.17 12 8.000 11.194 26.77 16.00 21.17 --- PIPE TABLE --- FRICTION FRICTION VELOCITY PIPE NO. DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND 1 1.049 9.01 21.17 100 0.2026 1.825 7.9 2 1.380 10.25 45.16 100 0.2164 2.218 9.7 3 1.049 9.01 21.20 100 0.2031 1.829 7.9 4 1.380 10.25 45.22 100 0.2169 2.223 9.7 5 1.049 9.01 21.32 100 0.2052 1.848 7.9 6 1.380 10.29 45.47 100 0.2191 2.255 9.8 7 1.049 9.01 21.61 100 0.2105 1.896 8.0 8 1.380 10.29 46.09 100 0.2247 2.312 9.9 9 1.049 9.01 22.09 100 0.2191 1.973 8.2 10 1.380 10.33 47.08 100 0.2337 2.415 10.1 11 1.049 9.01 23.71 100 0.2497 2.250 8.8 12 1.380 8.33 50.47 100 0.2658 2.215 10.8 34 3.260 17.19 50.47 100 0.0040 0.069 1.9 35 3.260 6.98 45.16 100 0.0033 0.023 1.7 36 3.260 12.04 90.38 100 0.0119 0.143 3.5 37 3.260 11.96 135.85 100 0.0252 0.302 5.2 38 3.260 12.04 181.93 100 0.0433 0.522 7.0 39 3.260 19.78 229.01 100 0.0663 1.312 8.8 40 3.260 240.52 279.48 100 0.0958 23.050 10.7 41 3.260 11.08 279.48 100 0.0958 1.062 10.7 42 3.260 6.75 279.48 100 0.0958 0.647 10.7 43 3.260 3.50 279.48 100 0.0958 0.335 10.7 44 3.260 4.04 279.48 100 0.0958 0.387 10.7 45 3.260 10.04 279.48 100 0.0958 0.962 10.7 46 4.260 225.00 279.48 100 0.0260 5.859 6.3 47 4.260 142.83 279.48 100 0.0260 3.720 6.3 48 6.357 97.00 279.48 100 0.0037 0.360 2.8 49 6.357 24.00 279.48 120 0.0026 6.064 2.8 50 8.260 327.00 279.48 120 0.0007 0.242 1.7 51 12.330 781.00 529.48 120 0.0003 0.268 1.4 52 12.330 500.00 529.48 120 0.0003 0.171 1.4 Zone 3 Computer room 3 of 7 --- 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 21.17 1.049 0 9.0 7.00 K=8 0.20 0 0 0.16 0.00 PIPE 1 21.17 100 0 9.0 1.83 7.00 --------------------------------------------------------------------------- OUTLET 2 23.99 1.380 1 3.3 8.99 K=8 0.22 1 7 1.01 0.00 PIPE 2 45.16 100 0 10.3 2.22 8.99 --------------------------------------------------------------------------- REF 904 0.00 3.260 0 7.0 12.22 0.003 0 0 0.00 PIPE 35 45.16 100 0 7.0 0.02 --------------------------------------------------------------------------- REF 905 45.22 3.260 0 12.0 12.25 0.012 0 0 0.00 PIPE 36 90.38 100 0 12.0 0.14 --------------------------------------------------------------------------- REF 906 45.47 3.260 0 12.0 12.39 0.025 0 0 0.00 PIPE 37 135.85 100 0 12.0 0.30 --------------------------------------------------------------------------- REF 907 46.09 3.260 0 12.0 12.69 0.043 0 0 0.00 PIPE 38 181.93 100 0 12.0 0.52 --------------------------------------------------------------------------- REF 908 47.08 3.260 1 4.8 13.21 0.066 0 15 0.00 PIPE 39 229.01 100 0 19.8 1.31 --------------------------------------------------------------------------- REF 909 50.47 3.260 0 201.5 14.52 0.096 0 39 1.88 PIPE 40 279.48 100 8 240.5 23.05 --------------------------------------------------------------------------- REF 910 0.00 3.260 0 11.1 39.46 0.096 0 0 0.00 PIPE 41 279.48 100 0 11.1 1.06 --------------------------------------------------------------------------- REF 911 0.00 3.260 0 6.7 40.52 0.096 0 0 0.00 PIPE 42 279.48 100 0 6.7 0.65 --------------------------------------------------------------------------- REF 912 0.00 3.260 0 3.5 41.16 0.096 0 0 0.00 PIPE 43 279.48 100 0 3.5 0.34 --------------------------------------------------------------------------- Zone 3 Computer room 4 of 7 Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- REF 913 0.00 3.260 0 4.0 41.50 0.096 0 0 0.00 PIPE 44 279.48 100 0 4.0 0.39 --------------------------------------------------------------------------- REF 914 0.00 3.260 0 10.0 41.89 0.096 0 0 0.00 PIPE 45 279.48 100 0 10.0 0.96 --------------------------------------------------------------------------- REF 915 0.00 4.260 1 183.0 42.85 0.026 0 42 0.00 PIPE 46 279.48 100 4 225.0 5.86 --------------------------------------------------------------------------- REF 916 0.00 4.260 1 123.8 48.71 0.026 0 19 0.00 PIPE 47 279.48 100 0 142.8 3.72 --------------------------------------------------------------------------- REF 917 0.00 6.357 1 32.0 52.43 0.004 0 65 2.71 PIPE 48 279.48 100 0 97.0 0.36 --------------------------------------------------------------------------- REF 918 0.00 6.357 0 6.0 55.50 0.003 1 18 1.30 PIPE 49 279.48 120 0 24.0 6.06 inc 6 psi for bfp --------------------------------------------------------------------------- REF 919 0.00 8.260 1 225.0 62.87 0.001 0 102 0.00 PIPE 50 279.48 120 4 327.0 0.24 --------------------------------------------------------------------------- REF 920 250.00 12.330 1 775.0 63.11 0.000 0 6 0.00 PIPE 51 529.48 120 5 781.0 0.27 --------------------------------------------------------------------------- REF 921 0.00 12.330 0 500.0 63.38 0.000 0 0 0.00 PIPE 52 529.48 120 0 500.0 0.17 --------------------------------------------------------------------------- 63.55 PSI at Supply 529.48 GPM available at 75.44 Zone 3 Computer room 5 of 7 --- ROUTE NO. 2 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 21.20 1.049 0 9.0 7.02 K=8 0.20 0 0 0.16 0.00 PIPE 3 21.20 100 0 9.0 1.83 7.02 --------------------------------------------------------------------------- OUTLET 4 24.02 1.380 1 3.3 9.01 K=8 0.22 1 7 1.01 0.00 PIPE 4 45.22 100 0 10.3 2.22 9.01 --------------------------------------------------------------------------- REF 905 12.25 --- 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 5 21.32 1.049 0 9.0 7.10 K=8 0.21 0 0 0.16 0.00 PIPE 5 21.32 100 0 9.0 1.85 7.10 --------------------------------------------------------------------------- OUTLET 6 24.15 1.380 1 3.3 9.11 K=8 0.22 1 7 1.03 0.00 PIPE 6 45.47 100 0 10.3 2.25 9.11 --------------------------------------------------------------------------- REF 906 12.40 --- 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 21.61 1.049 0 9.0 7.30 K=8 0.21 0 0 0.16 0.00 PIPE 7 21.61 100 0 9.0 1.90 7.30 --------------------------------------------------------------------------- OUTLET 8 24.47 1.380 1 3.3 9.36 K=8 0.22 1 7 1.03 0.00 PIPE 8 46.09 100 0 10.3 2.31 9.36 --------------------------------------------------------------------------- REF 907 12.70 Zone 3 Computer room 6 of 7 --- ROUTE NO. 5 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 9 22.09 1.049 0 9.0 7.62 K=8 0.22 0 0 0.16 0.00 PIPE 9 22.09 100 0 9.0 1.97 7.62 --------------------------------------------------------------------------- OUTLET 10 24.99 1.380 1 3.3 9.76 K=8 0.23 1 7 1.05 0.00 PIPE 10 47.08 100 0 10.3 2.41 9.76 --------------------------------------------------------------------------- REF 908 13.22 --- 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 11 23.71 1.049 0 9.0 8.78 K=8 0.25 0 0 0.16 0.00 PIPE 11 23.71 100 0 9.0 2.25 8.78 --------------------------------------------------------------------------- OUTLET 12 26.77 1.380 0 3.3 11.19 K=8 0.27 2 5 1.05 0.00 PIPE 12 50.47 100 0 8.3 2.22 11.19 --------------------------------------------------------------------------- REF 903 0.00 3.260 1 2.2 14.46 0.004 0 15 0.00 PIPE 34 50.47 100 0 17.2 0.07 --------------------------------------------------------------------------- REF 909 14.53 i FLOW CURVE- P (PSI) vs Q^1.85 (GPM) 100 90 80 B 70 60 P 50 40 30 LEGEND 20 A-Supply Static Pressure B-Supply Residual Pressure and Flow C-Static System Pressure loss(i.e.Elev and BFP) D-System Demand Without Hose Streams 10 E-Total Demand(System plus Hose) Q --- .-I --- - - I - '--- -t 1 400 800 1000 1200 1400 1600 1800 2000 Q^1.85(GPM) Water Supply Graph Information City Data: Project Data: Static: 76 psi Design for Mack Fire Protection, LLC Residual: 70 psi at Design Density 0.15gpm/sq ft Flow: 1900 gpm Area of Application: Entire Area sq ft System Demand Data: Total Demand of 529.5 gpm available at 75.4 System Flow: 279.48 gpm 2,820.1 gpm available at system pressure of 63.6 psi System Pressure: 63.55 psi Approx. discharge density when operating area is Hose Streams: 250 gpm balanced to city supply: .169 gpm./sq. ft. Curve By Rybak Engineering, Inc. - CCK HYDRAULIC CALCULATIONS for FedEx Ground 40 Kennedy Road South Windsor, CT 8/8/2012 Calculated Area: Zone 3 Office Design Data: Occupancy Classification: Light Hazard Density: 0.10 GPM PER SQ FT Area of Application: 1, 950 sq ft Coverage Per Sprinkler: Varies NO. of Sprinklers Calculated: 19 Hose Streams: 100 GPM Total Water Required 623.45 GPM including hose streams 623.45 GPM required at supply pressure of 69.33 PSI Flow at Base of Riser 523.45 GPM Required Pressure at Base of Riser 60.46 PSI Supply Data: Static (PSI) 76 Residual (PSI) 70 Flow (GPM) 1900 Calculations by: CCK of .�` Rybak Engineering, Inc. yP,�•\,G•.OS�O ��'G�; 132 Forest Ave. Warren, MA 01083-0709 .p No.18498 ;? Name Of Contractor Mack Fire Protection, LLC %,,`91ONALEN 15 Industrial Park Place Middletown, CT 06457 Authority Having Jurisdiction: Underwriter: Notes: 20121350 C:\w\121350o fed ex office.doc L Zone 3 Office 2 of 10 --- OUTLET TABLE --- --------------------------------------------------------------------------- K= 8.00 Diameter= 1.049 Tee=1 Pipe= 3.00 PT= 7.56 Swing joint Q=22.00 Loss/ft.= 0.217 E11=2 Fitts= 6 PF= 2.05 C=100 Total= 9.00 PT= 9.61 *** K=7.096 *** --------------------------------------------------------------------------- OUTLET # K-FACTOR PRESSURE FLOW ELEV. (FEET) MIN. FLOW 13 7.096 10.522 23.02 8.00 21.17 14 7.096 12.887 25.47 8.00 21.17 15 7.096 14.836 27.33 8.00 21.17 16 7.096 18.937 30.88 8.00 21.17 17 7.096 9.457 21.82 8.00 21.17 18 7.096 11.026 23.56 8.00 21.17 19 7.096 16.676 28.98 8.00 21.17 20 7.096 19.593 31.41 8.00 21.17 21 7.096 8.900 21.17 8.00 21.17 22 7.096 10.200 22.66 8.00 21.17 23 7.096 11.838 24.42 8.00 21.17 24 7.096 16.483 28.81 8.00 21.17 25 7.096 19.880 31.64 8.00 21.17 26 7.096 11.334 23.89 8.00 21.17 27 7.096 15.312 27.77 8.00 21.17 28 7.096 20.200 31.89 8.00 21.17 29 7.096 18.705 30.69 8.00 21.17 30 7.096 26.088 36.24 8.00 21.17 31 7.096 20.082 31.80 8.00 21.17 i Zone 3 Office 3 of 10 --- PIPE TABLE --- FRICTION FRICTION VELOCITY PIPE NO. DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND 13 1.049 10.00 23.02 100 0.2365 2.365 8.5 14 1.380 13.71 48.49 100 0.2468 3.384 10.4 15 1.049 4.42 27.33 100 0.3249 1.435 10.1 16 1.049 9.12 30.88 100 0.4072 3.712 11.5 17 1.049 12.42 21.82 100 0.2142 2.660 8.1 18 1.049 4.42 23.56 100 0.2469 1.091 8.7 19 1.380 11.30 74.36 100 0.5444 6.153 16.0 20 1.049 7.70 31.41 100 0.4203 3.235 11.7 21 1.049 6.42 21.17 100 0.2026 1.300 7.9 22 1.380 8.00 43.83 100 0.2048 1.638 9.4 23 1.380 10.00 68.25 100 0.4645 4.645 14.6 24 1.610 16.01 97.06 100 0.4206 6.734 15.3 25 1.049 8.79 31.64 100 0.4260 3.742 11.7 26 1.049 15.70 23.89 100 0.2533 3.978 8.9 27 1.380 17.62 51.66 100 0.2775 4.888 11.1 28 1.380 5.90 83.55 100 0.6753 3.983 17.9 29 1.049 13.60 30.69 100 0.4026 5.477 11.4 30 1.610 6.90 36.24 100 0.0680 0.469 5.7 31 1.049 15.06 31.80 100 0.4300 6.476 11.8 32 1.380 20.88 45.38 100 0.2184 4.559 9.7 33 1.380 11.30 75.82 100 0.5644 6.378 16.3 41 3.260 11.08 106.70 100 0.0161 0.179 4.1 42 3.260 6.75 212.48 100 0.0577 0.390 8.2 43 3.260 3.50 309.53 100 0.1158 0.405 11.9 44 3.260 4.04 341.17 100 0.1386 0.560 13.1 45 3.260 10.04 455.41 100 0.2365 2.375 17.5 46 4.260 225.00 523.45 100 0.0831 18.708 11.8 47 4.260 142.83 523.45 100 0.0831 11.876 11.8 48 6.357 97.00 523.45 100 0.0118 1.148 5.3 49 6.357 24.00 523.45 120 0.0084 6.203 5.3 50 8.260 327.00 523.45 120 0.0024 0.772 3.1 51 12.330 781.00 623.45 120 0.0005 0.362 1.7 52 12.330 500.00 623.45 120 0.0005 0.232 1.7 Zone 3 Office 4 of 10 --- 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 13 23.02 1.049 0 10.0 9.98 K=7.096 0.24 0 0 0.00 0.54 PIPE 13 23.02 100 0 10.0 2.36 10.52 --------------------------------------------------------------------------- OUTLET 14 25.47 1.380 0 13.7 12.34 K=7.096 0.25 0 0 0.00 0.54 PIPE 14 48.49 100 0 13.7 3.38 12.89 --------------------------------------------------------------------------- REF 902 27.33 1.380 1 6.3 15.73 0.564 0 5 0.00 PIPE 33 75.82 100 0 11.3 6.38 --------------------------------------------------------------------------- REF 910 30.88 3.260 0 11.1 22.11 0.016 0 0 0.00 PIPE 41 106.70 100 0 11.1 0.18 --------------------------------------------------------------------------- REF 911 105.77 3.260 0 6.7 22.29 0.058 0 0 0.00 PIPE 42 212.48 100 0 6.7 0.39 --------------------------------------------------------------------------- REF 912 97.06 3.260 0 3.5 22.68 0.116 0 0 0.00 PIPE 43 309.53 100 0 3.5 0.41 --------------------------------------------------------------------------- REF 913 31.64 3.260 0 4.0 23.08 0.139 0 0 0.00 PIPE 44 341.17 100 0 4.0 0.56 --------------------------------------------------------------------------- REF 914 114.24 3.260 0 10.0 23.64 0.236 0 0 0.00 PIPE 45 455.41 100 0 10.0 2.37 --------------------------------------------------------------------------- REF 915 68.04 4.260 1 183.0 26.02 0.083 0 42 0.00 PIPE 46 523.45 100 4 225.0 18.71 --------------------------------------------------------------------------- REF 916 0.00 4.260 1 123.8 44.72 0.083 0 19 0.00 PIPE 47 523.45 100 0 142.8 11.88 --------------------------------------------------------------------------- REF 917 0.00 6.357 1 32.0 56.60 0.012 0 65 2.71 PIPE 48 523.45 100 0 97.0 1.15 --------------------------------------------------------------------------- Zone 3 Office 5 of 10 Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- REF 918 0.00 6.357 0 6.0 60.46 0.008 1 18 1.30 PIPE 49 523.45 120 0 24.0 6.20 inc 6 psi for bfp --------------------------------------------------------------------------- REF 919 0.00 8.260 1 225.0 67.96 0.002 0 102 0.00 PIPE 50 523.45 120 4 327.0 0.77 --------------------------------------------------------------------------- REF 920 100.00 12.330 1 775.0 68.74 0.000 0 6 0.00 PIPE 51 623.45 120 5 781.0 0.36 --------------------------------------------------------------------------- REF 921 0.00 12.330 0 500.0 69.10 0.000 0 0 0.00 PIPE 52 623.45 120 0 500.0 0.23 --------------------------------------------------------------------------- 69.33 PSI at Supply 623.45 GPM available at 75.24 --- ROUTE NO. 2 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 15 27.33 1.049 1 0.4 14.29 K=7.096 0.32 0 4 0.00 0.54 PIPE 15 27.33 100 0 4.4 1.44 14.84 --------------------------------------------------------------------------- REF 902 15.73 --- 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 16 30.88 1.049 1 4.1 18.39 K=7.096 0.41 1 5 0.00 0.54 PIPE 16 30.88 100 0 9.1 3.71 18.94 --------------------------------------------------------------------------- REF 910 22.11 Zone 3 Office 6 of 10 --- 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 17 21.82 1.049 0 10.4 8.91 K=7.096 0.21 1 2 0.00 0.54 PIPE 17 21.82 100 0 12.4 2.66 9.46 --------------------------------------------------------------------------- REF 901 23.56 1.380 0 15.9 11.57 0.218 2 5 0.00 PIPE 32 45.38 100 0 20.9 4.56 --------------------------------------------------------------------------- OUTLET 19 28.98 1.380 1 6.3 16.13 K=7.096 0.54 0 5 0.00 0.54 PIPE 19 74.36 100 0 11.3 6.15 16.68 --------------------------------------------------------------------------- REF 911 22.29 --- ROUTE NO. 5 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 18 23.56 1.049 1 0.4 10.48 K=7.096 0.25 0 4 0.00 0.54 PIPE 18 23.56 100 0 4.4 1.09 11.03 --------------------------------------------------------------------------- REF 901 11.57 --- 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 20 31.41 1.049 1 3.7 19.05 K=7.096 0.42 0 4 0.00 0.54 PIPE 20 31.41 100 0 7.7 3.24 19.59 --------------------------------------------------------------------------- REF 911 22.29 Zone 3 Office 7 of 10 --- 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 21 21.17 1.049 0 4.4 8.36 K=7.096 0.20 1 2 0.00 0.54 PIPE 21 21.17 100 0 6.4 1.30 8.90 --------------------------------------------------------------------------- OUTLET 22 22.66 1.380 0 8.0 9.66 K=7.096 0.20 0 0 0.00 0.54 PIPE 22 43.83 100 0 8.0 1.64 10.20 --------------------------------------------------------------------------- OUTLET 23 24.42 1.380 0 10.0 11.30 K=7.096 0.46 0 0 0.00 0.54 PIPE 23 68.25 100 0 10.0 4.65 11.84 --------------------------------------------------------------------------- OUTLET 24 28.81 1.610 1 10.0 15.94 K=7.096 0.42 0 6 0.00 0.54 PIPE 24 97.06 100 0 16.0 6.73 16.48 --------------------------------------------------------------------------- REF 912 22.68 --- 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 25 31.64 1.049 1 4.8 19.34 K=7.096 0.43 0 4 0.00 0.54 PIPE 25 31.64 100 0 8.8 3.74 19.88 --------------------------------------------------------------------------- REF 913 23.08 Zone 3 Office 8 of 10 --- ROUTE NO. 9 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 26 23.89 1.049 0 12.7 10.79 K=7.096 0.25 2 3 0.00 0.54 PIPE 26 23.89 100 0 15.7 3.98 11.33 --------------------------------------------------------------------------- OUTLET 27 27.77 1.380 0 17.6 14.77 K=7.096 0.28 0 0 0.00 0.54 PIPE 27 51.66 100 0 17.6 4.89 15.31 --------------------------------------------------------------------------- OUTLET 28 31.89 1.380 1 0.9 19.66 K=7.096 0.68 0 5 0.00 0.54 PIPE 28 83.55 100 0 5.9 3.98 20.20 --------------------------------------------------------------------------- REF 914 23.64 --- ROUTE NO. 10 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 29 30.69 1.049 1 9.6 18.16 K=7.096 0.40 0 4 0.00 0.54 PIPE 29 30.69 100 0 13.6 5.48 18.71 --------------------------------------------------------------------------- REF 914 23.64 --- ROUTE NO. 11 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 30 36.24 1.610 1 0.9 25.55 K=7.096 0.07 0 6 0.00 0.54 PIPE 30 36.24 100 0 6.9 0.47 26.09 --------------------------------------------------------------------------- REF 915 26.01 Zone 3 Office 9 of 10 --- ROUTE NO. 12 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 31 31.80 1.049 1 10.1 19.54 K=7.096 0.43 1 5 0.00 0.54 PIPE 31 31.80 100 0 15.1 6.48 20.08 --------------------------------------------------------------------------- REF 915 26.01 . ` . , FLOW CURVE' P (P8UwuQA1.85 (GPM) 80 70 60 90 50 40 20 A-S up ply Static Pressure C-Static System Pressure loss(i.e.Elev and BFP) D-System Demand Without Hose Streams B-Supply Residual Pressure and Flow ) E-Total Demand(System plus Hose) 400 800 1000 1200 1400 1600 1800 2000 Q^1.85(GPM) Water Supply Graph Information City Data: Project Data: Static: 76pai Design for Mack Fire Protection, LLC Residual: 70 psi at Design Density 0.1Ogpm/uq ft Flow: 1900gpm Area of Application: 1.95Ooqh System Demand Data: Total Demand of 623.5 gpm available a17S.2 System F|nvv: 62346gpm 2.012.0gpm available o1system pressure ofS9.3psi � System Pnanounu: 68.33 psi Approx. discharge density when operating area is � Hose Streams: 100gpm balanced to city supply: .10Ggpm./sq.ft. � Curve 8yRybakEngineering, Inc. ' CCK ►. e HYDRAULIC CALCULATIONS for FedEx Ground 40 Kennedy Road South Windsor, CT 8/8/2012 Calculated Area: Zone 3 Design Data: Occupancy Classification: Ordinary Hazard II Density: 0.20 GPM PER SQ FT Area of Application: 1,950 sq ft Coverage Per Sprinkler: 16xl6 sq ft NO. of Sprinklers Calculated: 10 Hose Streams: 250 GPM Total Water Required 810.01 GPM including hose streams 810.01 GPM required at supply pressure of 68.09 PSI Flow at Base of Riser 560.01 GPM Required Pressure at Base of Riser 59.01 PSI Supply Data: Static (PSI) 76 Residual (PSI) 70 Flow (GPM) 1900 co Calculations by: CCK of �. Rybak Engineering, Inc. _ : * 132 Forest Ave. No.18498 ;•Q Warren, MA 01083-0709 4�C ENS E� ���Q`��� 'ass/ONALENG.•`°. Name Of Contractor SOIL- 15 Mack Fire Protection, LLC Industrial Park Place Middletown, CT 06457 Authority Having Jurisdiction: Local Building Official Underwriter: - Notes: 20121350 C:\w\1213503 fed ex z3.doc i t Zone 3 2 of 6 --- OUTLET TABLE --- OUTLET # K-FACTOR PRESSURE FLOW ELEV. (FEET) MIN. FLOW 1 14.000 13.270 51.00 38.86 51.00 2 14.000 13.471 51.38 38.23 51.00 3 14.000 14.061 52.50 37.61 51.00 4 14.000 15.230 54.64 36.98 51.00 5 14.000 13.385 51.22 38.86 51.00 6 14.000 13.586 51.60 38.23 51.00 7 14.000 14.178 52.71 37.61 51.00 8 14.000 15.353 54.86 36.98 51.00 9 14.000 24.973 69.96 37.61 51.00 10 14.000 25.100 70.14 36.98 51.00 --- PIPE TABLE --- FRICTION FRICTION VELOCITY PIPE NO. DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND 1 2.635 15.01 51.00 100 0.0116 0.174 3.0 2 2.635 15.01 102.38 100 0.0422 0.633 6.0 3 2.635 15.01 154.88 100 0.0907 1.361 9.1 4 2.635 91.65 209.52 100 0.1586 14.532 12.3 5 2.635 15.01 51.22 100 0.0117 0.176 3.0 6 2.635 15.01 102.82 100 0.0425 0.638 6.0 7 2.635 15.01 155.54 100 0.0914 1.372 9.2 8 2.635 91.65 210.39 100 0.1598 14.645 12.4 9 2.635 15.01 69.96 100 0.0208 0.313 4.1 10 2.635 91.65 140.10 100 0.0753 6.902 8.2 11 4.260 16.00 209.52 100 0.0153 0.245 4.7 12 4.260 15.00 419.91 100 0.0553 0.830 9.5 13 4.260 86.10 560.01 100 0.0942 8.111 12.6 14 6.357 223.00 560.01 100 0.0134 2.991 5.7 15 6.357 97.00 560.01 100 0.0134 1.301 5.7 16 6.357 24.00 560.01 120 0.0096 6.230 5.7 17 8.260 361.00 560.01 140 0.0020 0.726 3.4 18 12.330 783.00 810.01 140 0.0006 0.443 2.2 19 12.330 500.00 810.01 120 0.0008 0.376 2.2 r , Zone 3 3 of 6 --- 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 51.00 2.635 0 15.0 13.27 K=14 0.01 0 0 0.27 0.00 PIPE 1 51.00 100 0 15.0 0.17 13.27 --------------------------------------------------------------------------- OUTLET 2 51.38 2.635 0 15.0 13.72 0.24 K=14 0.04 0 0 0.27 0.00 PIPE 2 102.38 100 0 15.0 0.63 13.47 --------------------------------------------------------------------------- OUTLET 3 52.50 2.635 0 15.0 14.62 0.56 K=14 0.09 0 0 0.27 0.00 PIPE 3 154.88 100 0 15.0 1.36 14.06 --------------------------------------------------------------------------- OUTLET 4 54.64 2.635 1 73.7 16.25 1.02 K=14 0.16 1 18 3.18 0.00 PIPE 4 209.52 100 0 91.7 14.53 15.23 --------------------------------------------------------------------------- REF 901 0.00 4.260 0 16.0 33.96 0.015 0 0 0.00 PIPE 11 209.52 100 0 16.0 0.24 --------------------------------------------------------------------------- REF 902 210.39 4.260 0 15.0 34.20 0.60 0.055 0 0 0.00 PIPE 12 419.91 100 0 15.0 0.83 33.60 --------------------------------------------------------------------------- REF 903 140.10 4.260 0 80.1 35.03 1.07 0.094 0 6 0.00 PIPE 13 560.01 100 1 86.1 8.11 33.96 --------------------------------------------------------------------------- REF 904 0.00 6.357 0 190.0 43.14 0.22 0.013 0 33 0.00 PIPE 14 560.01 100 4 223.0 2.99 42.93 --------------------------------------------------------------------------- REF 905 0.00 6.357 1 32.0 46.14 0.22 0.013 0 65 11.57 PIPE 15 560.01 100 0 97.0 1.30 45.92 --------------------------------------------------------------------------- REF 906 0.00 6.357 0 6.0 59.01 0.22 0.010 1 18 1.30 PIPE 16 560.01 120 0 24.0 6.23 58.79 inc 6 psi for bfp --------------------------------------------------------------------------- REF 907 0.00 8.260 1 225.0 66.54 0.08 0.002 0 136 0.00 PIPE 17 560.01 140 4 361.0 0.73 66.47 --------------------------------------------------------------------------- t � Zone 3 4 of 6 Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- REF 908 250.00 12.330 1 775.0 67.27 0.03 0.001 0 8 0.00 PIPE 18 810.01 140 5 783.0 0.44 67.24 --------------------------------------------------------------------------- REF 909 0.00 12.330 0 500.0 67.71 0.03 0.001 0 0 0.00 PIPE 19 810.01 120 0 500.0 0.38 67.68 --------------------------------------------------------------------------- 68.09 PSI at Supply 810.01 GPM available at 74.76 --- ROUTE NO. 2 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 51.22 2.635 0 15.0 13.38 K=14 0.01 0 0 0.27 0.00 PIPE 5 51.22 100 0 15.0 0.18 13.38 --------------------------------------------------------------------------- OUTLET 6 51.60 2.635 0 15.0 13.83 0.25 K=14 0.04 0 0 0.27 0.00 PIPE 6 102.82 100 0 15.0 0.64 13.59 --------------------------------------------------------------------------- OUTLET 7 52.71 2.635 0 15.0 14.74 0.56 K=14 0.09 0 0 0.27 0.00 PIPE 7 155.54 100 0 15.0 1.37 14.18 --------------------------------------------------------------------------- OUTLET 8 54.86 2.635 1 73.7 16.38 1.03 K=14 0.16 1 18 3.18 0.00 PIPE 8 210.39 100 0 91.7 14.64 15.35 --------------------------------------------------------------------------- REF 902 34.20 Zone 3 5 of 6 --- 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 9 69.96 2.635 0 15.0 24.97 K=14 0.02 0 0 0.27 0.00 PIPE 9 69.96 100 0 15.0 0.31 24.97 --------------------------------------------------------------------------- OUTLET 10 70.14 2.635 1 73.7 25.56 0.46 K=14 0.08 1 18 3.18 0.00 PIPE 10 140.10 100 0 91.7 6.90 25.10 --------------------------------------------------------------------------- REF 903 35.64 FLOW CURVE- P (PSI)vs Q"1.85 (GPM) 100 90 80 F B 70 60 P 50 40 30 LEGEND ­11- 20 A-Supply Static Pressure B-Supply Residual Pressure and Flow C-Static System Pressure loss(i.e.Elev and BFP) 10 D-System Demand Without Hose Streams E-Total Demand(System plus Hose) 0 400 800 1000 1200 1400 1600 1800 2000 Q^1.85(GPM) Water Supply Graph Information City Data: Project Data: Static: 76 psi Design for Mack Fire Protection, LLC Residual: 70 psi at Design Density 0.20gpm/sq ft Flow: 1900 gpm Area of Application: 1,950 sq ft System Demand Data: Total Demand of 810.0 gpm available at 74.8 System Flow: 560.01 gpm 2,206.4 gpm available at system pressure of 68.1 psi System Pressure: 68.09 psi Approx. discharge density when operating area is Hose Streams: 250 gpm balanced to city supply: .218 gpm./sq.ft. Curve By Rybak Engineering, Inc. - CCK t e HYDRAULIC CALCULATIONS for FedEx Ground 40 Kennedy Road South Windsor, CT 8/8/2012 Calculated Area: Zone 5 Design Data: Occupancy Classification: Ordinary Hazard II Density: 0.20 GPM PER SQ FT Area of Application: 1,950 sq ft Coverage Per Sprinkler: 16x16 sq ft NO. of Sprinklers Calculated: 10 Hose Streams: 250 GPM Total Water Required 806.11 GPM including hose streams 806.11 GPM required at supply pressure of 62.11 PSI Flow at Base of Riser 556.11 GPM Required Pressure at Base of Riser 53.14 PSI Supply Data: Static (PSI) 76 Residual (PSI) 70 Flow (GPM) 1900 ►►ONrrpl,���/'' NF .� .• •. 0 Tip Calculations by: CCK of _ 'Q•. �NG� Rybak Engineering, Inc. _ * . 132 Forest Ave. �O I. No.18498 Warren MA 01083-0709 ' Q ',9�.�`�:��CENs��G��x-, SS.•. /ONN-'iN Name Of Contractor Mack Fire Protection, LLC /v\ ` 15 Industrial Park Place Middletown, CT 06457 Authority Having Jurisdiction: Local Building Official Underwriter: - Notes: 20121350 C:\w\1213505 fedex.doc t r Zone 5 2 of 6 --- OUTLET TABLE --- OUTLET # K-FACTOR PRESSURE FLOW ELEV. (FEET) MIN. FLOW 1 14.000 13.269 51.00 38.86 51.00 2 14.000 13.470 51.38 38.23 51.00 3 14.000 14.060 52.49 37.61 51.00 4 14.000 15.228 54.63 36.98 51.00 5 14.000 13.285 51.03 38.86 51.00 6 14.000 13.486 51.41 38.23 51.00 7 14.000 14.076 52.53 37.61 51.00 8 14.000 15.246 54.66 36.98 51.00 9 14.000 23.864 68.39 37.61 51.00 10 14.000 23.998 68.58 36.98 51.00 --- PIPE TABLE --- FRICTION FRICTION VELOCITY PIPE NO. DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND 1 2.635 15.01 51.00 100 0.0116 0.174 3.0 2 2.635 15.01 102.38 100 0.0422 0.633 6.0 3 2.635 15.01 154.87 100 0.0907 1.361 9.1 4 2.635 91.65 209.51 100 0.1585 14.531 12.3 5 2.635 15.01 51.03 100 0.0116 0.175 3.0 6 2.635 15.01 102.44 100 0.0422 0.634 6.0 7 2.635 15.01 154.97 100 0.0908 1.363 9.1 8 2.635 91.65 209.63 100 0.1587 14.547 12.3 9 2.635 15.01 68.39 100 0.0200 0.300 4.0 10 2.635 91.65 136.97 100 0.0722 6.620 8.1 11 6.357 16.00 209.51 100 0.0022 0.035 2.1 12 6.357 15.00 419.14 100 0.0078 0.118 4.2 13 6.357 88.10 556.11 100 0.0132 1.166 5.6 14 6.357 378.00 556.11 100 0.0132 5.004 5.6 15 6.357 97.00 556.11 100 0.0132 1.284 5.6 16 6.357 24.00 556.11 120 0.0094 6.227 5.6 17 8.260 226.00 556.11 140 0.0020 0.449 3.3 18 12.330 1108.00 806.11 140 0.0006 0.621 2.2 19 12.330 500.00 806.11 120 0.0007 0.373 2.2 f Zone 5 3 of 6 --- 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 51.00 2.635 0 15.0 13.27 K=14 0.01 0 0 0.27 0.00 PIPE 1 51.00 100 0 15.0 0.17 13.27 --------------------------------------------------------------------------- OUTLET 2 51.38 2.635 0 15.0 13.71 0.24 K=14 0.04 0 0 0.27 0.00 PIPE 2 102.38 100 0 15.0 0.63 13.47 --------------------------------------------------------------------------- OUTLET 3 52.49 2.635 0 15.0 14.62 0.56 K=14 0.09 0 0 0.27 0.00 PIPE 3 154.87 100 0 15.0 1.36 14.06 --------------------------------------------------------------------------- OUTLET 4 54.63 2.635 1 73.7 16.25 1.02 K=14 0.16 1 18 3.18 0.00 PIPE 4 209.51 100 0 91.7 14.53 15.23 --------------------------------------------------------------------------- REF 901 0.00 6.357 0 16.0 33.96 0.002 0 0 0.00 PIPE 11 209.51 100 0 16.0 0.03 --------------------------------------------------------------------------- REF 902 209.63 6.357 0 15.0 33.99 0.12 0.008 0 0 0.00 PIPE 12 419.14 100 0 15.0 0.12 33.87 --------------------------------------------------------------------------- REF 903 136.97 6.357 0 80.1 34.11 0.21 0.013 0 8 0.00 PIPE 13 556.11 100 1 88.1 1.17 33.90 --------------------------------------------------------------------------- REF 904 0.00 6.357 0 370.0 35.28 0.21 0.013 0 8 0.00 PIPE 14 556.11 100 1 378.0 5.00 35.06 --------------------------------------------------------------------------- REF 905 0.00 6.357 1 32.0 40.28 0.21 0.013 0 65 11.57 PIPE 15 556.11 100 0 97.0 1.28 40.07 --------------------------------------------------------------------------- REF 906 0.00 6.357 0 6.0 53.14 0.21 0.009 1 18 1.30 PIPE 16 556.11 120 0 24.0 6.23 52.92 inc 6 psi for bfp --------------------------------------------------------------------------- REF 907 0.00 8.260 1 90.0 60.67 0.07 0.002 0 136 0.00 PIPE 17 556.11 140 4 226.0 0.45 60.59 --------------------------------------------------------------------------- Zone 5 4 of 6 Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- REF 908 250.00 12.330 1 1100.0 61.11 0.03 0.001 0 8 0.00 PIPE 18 806.11 140 5 1108.0 0.62 61.08 --------------------------------------------------------------------------- REF 909 0.00 12.330 0 500.0 61.74 0.03 0.001 0 0 0.00 PIPE 19 806.11 120 0 500.0 0.37 61.70 --------------------------------------------------------------------------- 62.11 PSI at Supply 806.11 GPM available at 74.77 --- ROUTE NO. 2 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 51.03 2.635 0 15.0 13.29 K=14 0.01 0 0 0.27 0.00 PIPE 5 51.03 100 0 15.0 0.17 13.29 --------------------------------------------------------------------------- OUTLET 6 51.41 2.635 0 15.0 13.73 0.24 K=14 0.04 0 0 0.27 0.00 PIPE 6 102.44 100 0 15.0 0.63 13.49 --------------------------------------------------------------------------- OUTLET 7 52.53 2.635 0 15.0 14.64 0.56 K=14 0.09 0 0 0.27 0.00 PIPE 7 154.97 100 0 15.0 1.36 14.08 --------------------------------------------------------------------------- OUTLET 8 54.66 2.635 1 73.7 16.27 1.02 K=14 0.16 1 18 3.18 0.00 PIPE 8 209.63 100 0 91.7 14.55 15.25 --------------------------------------------------------------------------- REF 902 33.99 Zone 5 5 of 6 --- 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 9 68.39 2.635 0 15.0 23.86 K=14 0.02 0 0 0.27 0.00 PIPE 9 68.39 100 0 15.0 0.30 23.86 --------------------------------------------------------------------------- OUTLET 10 68.58 2.635 1 73.7 24.43 0.44 K=14 0.07 1 18 3.18 0.00 PIPE 10 136.97 100 0 91.7 6.62 24.00 --------------------------------------------------------------------------- REF 903 34.23 FLOW CURVE- P (PSI)VS QAJ.85 (GPM) 100- 90 80 70 60 50 40 30 LEGEND­­­ 20 A-Supply Static Pressure B-Supply Residual Pressure and How C-Static System Pressure loss(i.e.Elev and BFP) 10 D-System Demand Without Hose Streams E-Total Demand(System plus Hose) 0 ....... f ___ - __ * - -I --- __, - ­ - 1 400 800 1000 1200 1400 1600 1800 2000 Q"1.85(GPM) Water Supply Graph Information City Data: Project Data: Static: 76 psi Design for Mack Fire Protection, LLC Residual: 70 psi at Design Density 0.20gpm/sq ft Flow: 1900 gpm Area of Application: 1,950 sq ft System Demand Data: Total Demand of 806.1 gpm available at 74.8 System Flow: 556.11 gpm 2,992.1 gprn available at system pressure of 62.1 psi System Pressure: 62.11 psi Approx. discharge density when operating area is Hose Streams: 250 gpm balanced to city supply: .234 gpm./sq. ft. Curve By Rybak Engineering, Inc. - CCK HYDRAULIC CALCULATIONS for FedEx Ground 40 Kennedy Road South Windsor, CT 8/8/2012 Calculated Area: DRY SYSTEM 1 Design Data: Occupancy Classification: Ordinary Hazard II Density: 0.20 GPM PER SQ FT - Area of Application: 1, 950 sq ft Coverage Per Sprinkler: 16x16 sq ft NO. of Sprinklers Calculated: 10 Hose Streams: 250 GPM Total Water Required 808.26 GPM including hose streams 808.26 GPM required at supply pressure of 68.18 PSI Flow at Base of Riser 558.26 GPM Required Pressure at Base of Riser 58.93 PSI Supply Data: Static (PSI) 76 Residual (PSI) 70 Flow (GPM) 1900 3%`'�'i Calculations by: CCK ofOr/C''''��� Rybak Engineering, Inc. 132 Forest Ave. .Q s�'• Warren, MA 01083-0709 = ,0 No.18498 Name MackO Contractor Firerotection, LLCP '���� �,S,S�ONA1-���`���` 15 Industrial Park Place Middletown, CT 06457 Authority Having Jurisdiction: Local Building Official Underwriter: - Notes: 20121350 C:\w\1213501 fed ex z2 rl.doc DRY SYSTEM 1 2 of 6 --- OUTLET TABLE --- OUTLET # K-FACTOR PRESSURE FLOW ELEV. (FEET) MIN. FLOW 1 14.000 13.721 51.86 42.25 51.00 2 14.000 13.772 51.96 41.83 51.00 3 14.000 14.385 53.10 41.17 51.00 4 14.000 15.589 55.28 40.51 51.00 5 14.000 13.269 51.00 42.25 51.00 6 14.000 13.325 51.10 41.83 51.00 7 14.000 13.928 52.25 41.17 51.00 8 14.000 15.106 54.41 40.51 51.00 9 14.000 23.972 68.55 41.16 51.00 10 14.000 24.120 68.76 40.50 51.00 --- PIPE TABLE --- FRICTION FRICTION VELOCITY PIPE NO. DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND 1 2.635 10.00 51.86 100 0.0120 0.120 3.1 2 2.635 15.00 103.82 100 0.0433 0.649 6.1 3 2.635 15.00 156.91 100 0.0929 1.393 9.2 4 2.635 74.83 212.19 100 0.1623 12.147 12.5 5 2.635 10.00 51.00 100 0.0116 0.116 3.0 6 2.635 15.00 102.10 100 0.0419 0.629 6.0 7 2.635 15.00 154.35 100 0.0901 1.351 9.1 8 2.635 74.83 208.77 100 0.1575 11.786 12.3 9 2.635 15.00 68.55 100 0.0201 0.301 4.0 10 2.635 74.83 137.30 100 0.0726 5.429 8.1 11 6.357 16.00 212.19 100 0.0022 0.036 2.1 12 6.357 15.00 420.96 100 0.0079 0.119 4.3 13 6.357 47.00 558.26 100 0.0133 0.627 5.6 14 6.357 237.00 558.26 100 0.0133 3.160 5.6 15 6.357 467.00 558.26 100 0.0133 6.227 5.6 16 6.357 97.00 558.26 100 0.0133 1.293 5.6 17 6.357 19.00 558.26 100 0.0133 6.253 5.6 18 8.260 361.00 558.26 140 0.0020 0.722 3.3 19 12.330 783.00 808.26 140 0.0006 0.441 2.2 20 12.330 500.00 808.26 100 0.0010 0.525 2.2 21 2.635 14.83 212.19 100 0.1623 2.407 12.5 22 2.635 14.83 208.77 100 0.1575 2.336 12.3 23 2.635 14.83 137.30 100 0.0726 1.076 8.1 DRY SYSTEM 1 3 of 6 --- 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 51.86 2.635 0 10.0 13.72 K=14 0.01 0 0 0.18 0.00 PIPE 1 51.86 100 0 10.0 0.12 13.72 --------------------------------------------------------------------------- OUTLET 2 51.96 2.635 0 15.0 14.02 0.25 K=14 0.04 0 0 0.29 0.00 PIPE 2 103.82 100 0 15.0 0.65 13.77 --------------------------------------------------------------------------- OUTLET 3 53.10 2.635 0 15.0 14.96 0.57 K=14 0.09 0 0 0.29 0.00 PIPE 3 156.91 100 0 15.0 1.39 14.39 --------------------------------------------------------------------------- OUTLET 4 55.28 2.635 1 62.8 16.64 1.05 K=14 0.16 0 12 1.24 0.00 PIPE 4 212.19 100 0 74.8 12.15 15.59 --------------------------------------------------------------------------- REF 901 0.00 2.635 1 2.8 30.02 0.162 0 12 1.23 PIPE 21 212.19 100 0 14.8 2.41 --------------------------------------------------------------------------- REF 921 0.00 6.357 0 16.0 33.66 0.03 0.002 0 0 0.00 PIPE 11 212.19 100 0 16.0 0.04 33.62 --------------------------------------------------------------------------- REF 902 208.77 6.357 0 15.0 33.69 0.12 0.008 0 0 0.00 PIPE 12 420.96 100 0 15.0 0.12 33.57 --------------------------------------------------------------------------- REF 903 137.30 6.357 0 47.0 33.81 0.21 0.013 0 0 0.00 PIPE 13 558.26 100 0 47.0 0.63 33.60 --------------------------------------------------------------------------- REF 904 0.00 6.357 1 202.0 34.44 0.21 0.013 0 35 0.00 PIPE 14 558.26 100 1 237.0 3.16 34.22 --------------------------------------------------------------------------- REF 905 0.00 6.357 0 450.0 37.60 0.21 0.013 0 17 0.00 PIPE 15 558.26 100 2 467.0 6.23 37.38 --------------------------------------------------------------------------- REF 906 0.00 6.357 1 32.0 43.82 0.21 0.013 0 65 13.82 PIPE 16 558.26 100 0 97.0 1.29 43.61 --------------------------------------------------------------------------- DRY SYSTEM 1 4 of 6 Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- REF 907 0.00 6.357 0 6.0 58.93 0.21 0.013 1 13 1.30 PIPE 17 558.26 100 0 19.0 6.25 58.72 INC 6 PSI FOR BFP --------------------------------------------------------------------------- REF 908 0.00 8.260 1 225.0 66.49 0.08 0.002 0 136 0.00 PIPE 18 558.26 140 4 361.0 0.72 66.41 --------------------------------------------------------------------------- REF 909 250.00 12.330 1 775.0 67.21 0.03 0.001 0 8 0.00 PIPE 19 808.26 140 5 783.0 0.44 67.18 --------------------------------------------------------------------------- REF 910 0.00 12.330 0 500.0 67.65 0.03 0.001 0 0 0.00 PIPE 20 808.26 100 0 500.0 0.52 67.62 --------------------------------------------------------------------------- 68.18 PSI at Supply 808.26 GPM available at 74.77 --- ROUTE NO. 2 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 51.00 2.635 0 10.0 13.27 K=14 0.01 0 0 0.18 0.00 PIPE 5 51.00 100 0 10.0 0.12 13.27 --------------------------------------------------------------------------- OUTLET 6 51.10 2.635 0 15.0 13.57 0.24 K=14 0.04 0 0 0.29 0.00 PIPE 6 102.10 100 0 15.0 0.63 13.33 --------------------------------------------------------------------------- OUTLET 7 52.25 2.635 0 15.0 14.48 0.55 K=14 0.09 0 0 0.29 0.00 PIPE 7 154.35 100 0 15.0 1.35 13.93 --------------------------------------------------------------------------- OUTLET 8 54.41 2.635 1 62.8 16.12 1.02 K=14 0.16 0 12 1.24 0.00 PIPE 8 208.77 100 0 74.8 11.79 15.11 --------------------------------------------------------------------------- REF 902 29.14 DRY SYSTEM 1 5 of 6 --- 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 9 68.55 2.635 0 15.0 23.97 K=14 0.02 0 0 0.29 0.00 PIPE 9 68.55 100 0 15.0 0.30 23.97 --------------------------------------------------------------------------- OUTLET 10 68.76 2.635 1 62.8 24.56 0.44 K=14 0.07 0 12 1.24 0.00 PIPE 10 137.30 100 0 74.8 5.43 24.12 --------------------------------------------------------------------------- REF 903 31.22 FLOW CURVE- P (PSI)vs Q"1.85(GPM) 100 90 80 F B 70 60 P 50 40 30 LEGEND 20 � A-Supply Static Pressure B-Supply Residual Pressure and Flow C-Static System Pressure loss(i.e.Elev and BFP) 10 D-System Demand Without Hose Streams E-Total Demand(System plus Hose) 0 400 800 1000 1200 1400 1600 1800 2000 Q^1.85(GPM) Water Supply Graph Information City Data: Project Data: Static: 76 psi Design for Mack Fire Protection, LLC Residual: 70 psi at Design Density 0.20gpm/sq ft Flow: 1900 gpm Area of Application: 1,950 sq ft System Demand Data: Total Demand of 808.3 gpm available at 74.8 System Flow: 558.26 gpm 2,192.8 gpm available at system pressure of 68.2 psi System Pressure: 68.18 psi Approx. discharge density when operating area is Hose Streams: 250 gpm balanced to city supply: .217 gpm./sq. ft. Curve By Rybak Engineering, Inc. -CCK • c HYDRAULIC CALCULATIONS for FedEx Ground 40 Kennedy Road South Windsor, CT 7/28/2012 Calculated Area: DRY SYSTEM 2 Design Data: Occupancy Classification: Ordinary Hazard II Density: 0.20 GPM PER SQ FT Area of Application: 1,950 sq ft Coverage Per Sprinkler: 16x16 sq ft NO. of Sprinklers Calculated: 10 Hose Streams: 250 GPM Total Water Required 808.26 GPM including hose streams 808.26 GPM required at supply pressure of 68.18 PSI Flow at Base of Riser 558.26 GPM Required Pressure at Base of Riser 58.93 PSI Supply Data: Static (PSI) 76 Residual (PSI) 70 Flow (GPM) 1900 uu► nua� Calculations by: CCK of .�` QS<O'•�CG��''� Rybak Engineering, Inc. y •��.•• �ys•:.� 132 Forest Ave. _ : * Warren, MA 01083-0709 No.18498 42� Name Of Contractor Mack Fire Protection, LLC II� 15 Industrial Park Place Middletown, CT 06457 Authority Having Jurisdiction: Local Building Official Underwriter: - Notes: 20121350 C:\w\1213501 fed ex z2 rl.doc DRY SYSTEM 2 2 of 6 --- OUTLET TABLE --- OUTLET # K-FACTOR PRESSURE FLOW ELEV. (FEET) MIN. FLOW 1 14.000 13.721 51.86 42.25 51.00 2 14.000 13.772 51.96 41.83 51.00 3 14.000 14.385 53.10 41.17 51.00 4 14.000 15.589 55.28 40.51 51.00 5 14.000 13.269 51.00 42.25 51.00 6 14.000 13.325 51.10 41.83 51.00 7 14.000 13.928 52.25 41.17 51.00 8 14.000 15.106 54.41 40.51 51.00 9 14.000 23.972 68.55 41.16 51.00 10 14.000 24.120 68.76 40.50 51.00 --- PIPE TABLE --- FRICTION FRICTION VELOCITY PIPE NO. DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND 1 2.635 10.00 51.86 100 0.0120 0.120 3.1 2 2.635 15.00 103.82 100 0.0433 0.649 6.1 3 2.635 15.00 156.91 100 0.0929 1.393 9.2 4 2.635 74.83 212.19 100 0.1623 12.147 12.5 5 2.635 10.00 51.00 100 0.0116 0.116 3.0 6 2.635 15.00 102.10 100 0.0419 0.629 6.0 7 2.635 15.00 154.35 100 0.0901 1.351 9.1 8 2.635 74.83 208.77 100 0.1575 11.786 12.3 9 2.635 15.00 68.55 100 0.0201 0.301 4.0 10 2.635 74.83 137.30 100 0.0726 5.429 8.1 11 6.357 16.00 212.19 100 0.0022 0.036 2.1 12 6.357 15.00 420.96 100 0.0079 0.119 4.3 13 6.357 47.00 558.26 100 0.0133 0.627 5.6 14 6.357 237.00 558.26 100 0.0133 3.160 5.6 15 6.357 467.00 558.26 100 0.0133 6.227 5.6 16 6.357 97.00 558.26 100 0.0133 1.293 5.6 17 6.357 19.00 558.26 100 0.0133 6.253 5.6 18 8.260 361.00 558.26 140 0.0020 0.722 3.3 19 12.330 783.00 808.26 140 0.0006 0.441 2.2 20 12.330 500.00 808.26 100 0.0010 0.525 2.2 21 2.635 14.83 212.19 100 0.1623 2.407 12.5 22 2.635 14.83 208.77 100 0.1575 2.336 12.3 23 2.635 14.83 137.30 100 0.0726 1.076 8.1 DRY SYSTEM 2 3 of 6 --- 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 51.86 2.635 0 10.0 13.72 K=14 0.01 0 0 0.18 0.00 PIPE 1 51.86 100 0 10.0 0.12 13.72 --------------------------------------------------------------------------- OUTLET 2 51.96 2.635 0 15.0 14.02 0.25 K=14 0.04 0 0 0.29 0.00 PIPE 2 103.82 100 0 15.0 0.65 13.77 --------------------------------------------------------------------------- OUTLET 3 53.10 2.635 0 15.0 14.96 0.57 K=14 0.09 0 0 0.29 0.00 PIPE 3 156.91 100 0 15.0 1.39 14.39 --------------------------------------------------------------------------- OUTLET 4 55.28 2.635 1 62.8 16.64 1.05 K=14 0.16 0 12 1.24 0.00 PIPE 4 212.19 100 0 74.8 12.15 15.59 --------------------------------------------------------------------------- REF 901 0.00 2.635 1 2.8 30.02 0.162 0 12 1.23 PIPE 21 212.19 100 0 14.8 2.41 --------------------------------------------------------------------------- REF 921 0.00 6.357 0 16.0 33.66 0.03 0.002 0 0 0.00 PIPE 11 212.19 100 0 16.0 0.04 33.62 --------------------------------------------------------------------------- REF 902 208.77 6.357 0 15.0 33.69 0.12 0.008 0 0 0.00 PIPE 12 420.96 100 0 15.0 0.12 33.57 --------------------------------------------------------------------------- REF 903 137.30 6.357 0 47.0 33.81 0.21 0.013 0 0 0.00 PIPE 13 558.26 100 0 47.0 0.63 33.60 --------------------------------------------------------------------------- REF 904 0.00 6.357 1 202.0 34.44 0.21 0.013 0 35 0.00 PIPE 14 558.26 100 1 237.0 3.16 34.22 --------------------------------------------------------------------------- REF 905 0.00 6.357 0 450.0 37.60 0.21 0.013 0 17 0.00 PIPE 15 558.26 100 2 467.0 6.23 37.38 --------------------------------------------------------------------------- REF 906 0.00 6.357 1 32.0 43.82 0.21 0.013 0 65 13.82 PIPE 16 558.26 100 0 97.0 1.29 43.61 DRY SYSTEM 2 4 of 6 Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- REF 907 0.00 6.357 0 6.0 58.93 0.21 0.013 1 13 1.30 PIPE 17 558.26 100 0 19.0 6.25 58.72 INC 6 PSI FOR BFP --------------------------------------------------------------------------- REF 908 0.00 8.260 1 225.0 66.49 0.08 0.002 0 136 0.00 PIPE 18 558.26 140 4 361.0 0.72 66.41 --------------------------------------------------------------------------- REF 909 250.00 12.330 1 775.0 67.21 0.03 0.001 0 8 0.00 PIPE 19 808.26 140 5 783.0 0.44 67.18 --------------------------------------------------------------------------- REF 910 0.00 12.330 0 500.0 67.65 0.03 0.001 0 0 0.00 PIPE 20 808.26 100 0 500.0 0.52 67.62 --------------------------------------------------------------------------- 68.18 PSI at Supply 808.26 GPM available at 74.77 --- ROUTE NO. 2 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 51.00 2.635 0 10.0 13.27 K=14 0.01 0 0 0.18 0.00 PIPE 5 51.00 100 0 10.0 0.12 13.27 --------------------------------------------------------------------------- OUTLET 6 51.10 2.635 0 15.0 13.57 0.24 K=14 0.04 0 0 0.29 0.00 PIPE 6 102.10 100 0 15.0 0.63 13.33 --------------------------------------------------------------------------- OUTLET 7 52.25 2.635 0 15.0 14.48 0.55 K=14 0.09 0 0 0.29 0.00 PIPE 7 154.35 100 0 15.0 1.35 13.93 --------------------------------------------------------------------------- OUTLET 8 54.41 2.635 1 62.8 16.12 1.02 K=14 0.16 0 12 1.24 0.00 PIPE 8 208.77 100 0 74.8 11.79 15.11 --------------------------------------------------------------------------- REF 902 29.14 DRY SYSTEM 2 5 of 6 --- 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 9 68.55 2.635 0 15.0 23.97 K=14 0.02 0 0 0.29 0.00 PIPE 9 68.55 100 0 15.0 0.30 23.97 --------------------------------------------------------------------------- OUTLET 10 68.76 2.635 1 62.8 24.56 0.44 K=14 0.07 0 12 1.24 0.00 PIPE 10 137.30 100 0 74.8 5.43 24.12 --------------------------------------------------------------------------- REF 903 31.22 V FLOW CURVE- P (PSI)vs Q^1.85 (GPM) 100 90 80 F B 70 60 P 50 40 30 LEGEND 20 C A-Supply Static Pressure B-Supply Residual Pressure and Flow C-Static System Pressure loss(i.e.Elev and BFP) D-System Demand Without Hose Streams 10 E-Total Demand(System plus Hose) i....... ............. ---.. _......... .. 0 400 800 1000 1200 1400 1600 1800 2000 Q^1.85(GPM) Water Supply Graph Information City Data: Project Data: Static: 76 psi Design for Mack Fire Protection, LLC Residual: 70 psi at Design Density 0.20gpm/sq ft Flow: 1900 gpm Area of Application: 1,950 sq ft System Demand Data: Total Demand of 808.3 gpm available at 74.8 System Flow: 558.26 gpm 2,192.8 gpm available at system pressure of 68.2 psi System Pressure: 68.18 psi Approx. discharge density when operating area is Hose Streams: 250 gpm balanced to city supply: .217 gpm./sq.ft. Curve By Rybak Engineering, Inc. -CCK HYDRAULIC CALCULATIONS for FedEx Ground 40 Kennedy Road South Windsor, CT 7/28/2012 Calculated Area: Zone 4 Design Data: Occupancy Classification: Ordinary Hazard II Density: 0.20 GPM PER SQ FT Area of Application: 1,950 sq ft Coverage Per Sprinkler: 16x16 sq ft NO. of Sprinklers Calculated: 10 Hose Streams: 250 GPM Total Water Required 807.59 GPM including hose streams 807.59 GPM required at supply pressure of 68.71 PSI Flow at Base of Riser 557.59 GPM Required Pressure at Base of Riser 59.64 PSI Supply Data: Static (PSI) 76 Residual (PSI) 70 Flow (GPM) 1900 �011111 oly�.G�, Calculations by: CCK of Rybak Engineering, Inc. = � * 132 Forest Ave. ��; No 18498 ?� _ Warren, MA 01083-0709 '% • E '�. ,c• f.CENS.� .k.�� CNN- Name Of Contractor Mack Fire Protection, LLC 15 Industrial Park Place Middletown, CT 06457 Authority Having Jurisdiction: Local Building Official Underwriter: - Notes: 20121350 C:\w\1213504 zone 4 fed ex.doc Zone 4 2 of 6 --- OUTLET TABLE --- OUTLET # K-FACTOR PRESSURE FLOW ELEV. (FEET) MIN. FLOW 1 14.000 13.269 51.00 38.86 51.00 2 14.000 13.471 51.38 38.23 51.00 3 14.000 14.060 52.50 37.61 51.00 4 14.000 15.229 54.63 36.98 51.00 5 14.000 13.392 51.23 38.86 51.00 6 14.000 13.593 51.62 38.23 51.00 7 14.000 14.185 52.73 37.61 51.00 8 14.000 15.361 54.87 36.98 51.00 9 14.000 24.093 68.72 37.61 51.00 10 14.000 24.225 68.91 36.98 51.00 --- PIPE TABLE --- FRICTION FRICTION VELOCITY PIPE NO. DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND 1 2.635 15.01 51.00 100 0.0116 0.174 3.0 2 2.635 15.01 102.38 100 0.0422 0.633 6.0 3 2.635 15.01 154.88 100 0.0907 1.361 9.1 4 2.635 78.65 209.51 100 0.1586 12.470 12.3 5 2.635 15.01 51.23 100 0.0117 0.176 3.0 6 2.635 15.01 102.85 100 0.0425 0.638 6.1 7 2.635 15.01 155.58 100 0.0914 1.373 9.2 8 2.635 78.65 210.45 100 0.1599 12.574 12.4 9 2.635 15.01 68.72 100 0.0202 0.303 4.0 10 2.635 78.65 137.63 100 0.0729 5.731 8.1 11 4.260 16.00 209.51 100 0.0153 0.244 4.7 12 4.260 15.00 419.96 100 0.0553 0.830 9.5 13 4.260 70.00 557.59 100 0.0935 6.542 12.6 14 6.357 546.00 557.59 100 0.0133 7.264 5.6 15 6.357 97.00 557.59 100 0.0133 1.290 5.6 16 6.357 24.00 557.59 120 0.0095 6.228 5.6 17 8.260 361.00 557.59 140 0.0020 0.720 3.3 18 12.330 783.00 807.59 140 0.0006 0.440 2.2 19 12.330 500.00 807.59 120 0.0007 0.374 2.2 Zone 4 3 of 6 --- 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 51.00 2.635 0 15.0 13.27 K=14 0.01 0 0 0.27 0.00 PIPE 1 51.00 100 0 15.0 0.17 13.27 --------------------------------------------------------------------------- OUTLET 2 51.38 2.635 0 15.0 13.72 0.24 K=14 0.04 0 0 0.27 0.00 PIPE 2 102.38 100 0 15.0 0.63 13.47 --------------------------------------------------------------------------- OUTLET 3 52.50 2.635 0 15.0 14.62 0.56 K=14 0.09 0 0 0.27 0.00 PIPE 3 154.88 100 0 15.0 1.36 14.06 --------------------------------------------------------------------------- OUTLET 4 54.63 2.635 1 60.7 16.25 1.02 K=14 0.16 1 18 3.18 0.00 PIPE 4 209.51 100 0 78.7 12.47 15.23 --------------------------------------------------------------------------- REF 901 0.00 4.260 0 16.0 31.90 0.015 0 0 0.00 PIPE 11 209.51 100 0 16.0 0.24 --------------------------------------------------------------------------- REF 902 210.45 4.260 0 15.0 32.14 0.60 0.055 0 0 0.00 PIPE 12 419.96 100 0 15.0 0.83 31.54 --------------------------------------------------------------------------- REF 903 137.63 4.260 0 70.0 32.97 1.06 0.093 0 0 0.00 PIPE 13 557.59 100 0 70.0 6.54 31.91 --------------------------------------------------------------------------- REF 904 0.00 6.357 0 513.0 39.51 0.21 0.013 0 33 0.00 PIPE 14 557.59 100 4 546.0 7.26 39.30 --------------------------------------------------------------------------- REF 905 0.00 6.357 1 32.0 46.78 0.21 0.013 0 65 11.57 PIPE 15 557.59 100 0 97.0 1.29 46.56 --------------------------------------------------------------------------- REF 906 0.00 6.357 0 6.0 59.64 0.21 0.009 1 18 1.30 PIPE 16 557.59 120 0 24.0 6.23 59.43 inc 6 psi for bfp --------------------------------------------------------------------------- REF 907 0.00 8.260 1 225.0 67.17 0.08 0.002 0 136 0.00 PIPE 17 557.59 140 4 361.0 0.72 67.10 --------------------------------------------------------------------------- Zone 4 4 of 6 Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- REF 908 250.00 12.330 1 775.0 67.89 0.03 0.001 0 8 0.00 PIPE 18 807.59 140 5 783.0 0.44 67.86 --------------------------------------------------------------------------- REF 909 0.00 12.330 0 500.0 68.33 0.03 0.001 0 0 0.00 PIPE 19 807.59 120 0 500.0 0.37 68.30 --------------------------------------------------------------------------- 68.71 PSI at Supply 807.59 GPM available at 74.77 --- ROUTE NO. 2 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 51.23 2.635 0 15.0 13.39 K=14 0.01 0 0 0.27 0.00 PIPE 5 51.23 100 0 15.0 0.18 13.39 --------------------------------------------------------------------------- OUTLET 6 51.62 2.635 0 15.0 13.84 0.25 K=14 0.04 0 0 0.27 0.00 PIPE 6 102.85 100 0 15.0 0.64 13.59 --------------------------------------------------------------------------- OUTLET 7 52.73 2.635 0 15.0 14.75 0.56 K=14 0.09 0 0 0.27 0.00 PIPE 7 155.58 100 0 15.0 1.37 14.19 --------------------------------------------------------------------------- OUTLET 8 54.87 2.635 1 60.7 16.39 1.03 K=14 0.16 1 18 3.18 0.00 PIPE 8 210.45 100 0 78.7 12.57 15.36 --------------------------------------------------------------------------- REF 902 32.14 Zone 4 5 of 6 --- 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 9 68.72 2.635 0 15.0 24.09 K=14 0.02 0 0 0.27 0.00 PIPE 9 68.72 100 0 15.0 0.30 24.09 --------------------------------------------------------------------------- OUTLET 10 68.91 2.635 1 60.7 24.67 0.44 K=14 0.07 1 18 3.18 0.00 PIPE 10 137.63 100 0 78.7 5.73 24.23 --------------------------------------------------------------------------- REF 903 33.57 FLOW CURVE - P (PSI)vs Q"1.85 (GPM) 100 90 80 F 70 D B 60 P 50 40 30 LEGEND 20 A-Supply Static Pressure B-Supply Residual Pressure and Flow C-Static System Pressure loss(i.e.Elev and BFP) 10 D-System Demand Without Hose Streams E-Total Demand(System plus Hose) 0 400 800 1000 1200 1400 1600 1800 2000 Q^1.85(GPM) Water Supply Graph Information City Data: Project Data: Static: 76 psi Design for Mack Fire Protection, LLC Residual: 70 psi at Design Density 0.20gpm /sq ft Flow: 1900 gpm Area of Application: 1,950 sq ft System Demand Data: Total Demand of 807.6 gpm available at 74.8 System Flow: 557.59 gpm 2,111.1 gpm available at system pressure of 68.7 psi System Pressure: 68.71 psi Approx.discharge density when operating area is Hose Streams: 250 gpm balanced to city supply: .216 gpm./sq. ft. Curve By Rybak Engineering, Inc. -CCK