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25C-095 (21) FLOW CURVE - P (PSI)VS Q^1.85 (GPM) 200 LEGEND A-Supply Static Pressure B Su I R sidual Pressure and Flow 180 C-Static Sy tem Pressure loss i.e. Elev and BFP) D-System I emand Without Ho a Streams E-Total Der iand(System plus -lose) 160 140 120 P 100 B 80 D 60 E 40 20 C 0 400 800 1000 1200 1400 1600 1800 2000 Q^1.85(GPM) Water Supply Graph Information City Data: Project Data: Static: 103 psi Design for William J. Turomsha Design & Construction Residual: 83 psi at Design Density 0.20gpm/sq ft Flow: 1125 gpm Area of Application: 1300 sq ft System Demand Data: Total Demand of 628.1 gpm available at 96.2 System Flow: 378.11 gpm 1,739.9 gpm available at system pressure of 58.2 psi System Pressure: 58.22 psi Approx. discharge density when operating area is Hose Streams: 250 gpm balanced to city supply: 0.282 gpm. /sq. ft. Curve By Rybak Engineering, Inc. -CCK UNIT A TENANT SPACE 7 of 8 --- 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 14 17.40 1.049 0 7.0 9.65 K=5.6 0.10 0 0 0.00 0.00 PIPE 14 17.40 120 0 7.0 0.70 9.65 OUTLET 15 18.02 1.380 0 9.0 10.36 K=5.6 0.10 0 0 0.00 0.00 PIPE 15 35.42 120 0 9.0 0.89 10.36 OUTLET 16 18.78 1.610 0 9.5 11.24 K=5.6 0.10 0 0 0.00 0.00 PIPE 16 54.20 120 0 9.5 0.97 11.24 OUTLET 17 19.58 1.610 0 9.5 12.22 K=5.6 0. 18 0 0 0.00 0.00 PIPE 17 73.78 120 0 9.5 1.72 12.22 OUTLET 18 20.91 1.610 1 4 .2 13 .94 K=5.6 0.29 0 8 0.00 0.00 PIPE 18 94.69 120 0 12.2 3.51 13 .94 REF 901 17.45 --- 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 19 23 .20 1.049 1 2 .9 17. 16 K=5.6 0. 17 1 7 0.69 0.00 PIPE 19 23 .20 120 0 9. 9 1.69 17.16 REF 907 19.54 UNIT A TENANT SPACE 6 of 8 --- 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 21.16 1 .049 0 9.2 14.27 K=5.6 0.14 0 0 0.00 0.00 PIPE 7 21 . 16 120 0 9.2 1.33 14.27 OUTLET 8 22 . 12 1.380 0 4 .9 15.60 K=5.6 0.14 3 9 0.33 0.00 PIPE 8 43 .28 120 0 13 .9 1.98 15.60 REF 905 17.91 --- 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 17.14 1.049 0 7.0 9.37 K=5.6 0. 10 0 0 0.00 0.00 PIPE 9 17.14 120 0 7.0 0.68 9.37 OUTLET 10 17.76 1.380 0 9.0 10.05 K=5.6 0.10 0 0 0. 00 0.00 PIPE 10 34.90 120 0 9. 0 0.86 10.05 OUTLET 11 18.50 1.610 0 9.5 10. 92 K=5.6 0.10 0 0 0.00 0.00 PIPE 11 53 .40 120 0 9.5 0.95 10.92 OUTLET 12 19.29 1 .610 0 9.5 11 .87 K=5.6 0.18 0 0 0.00 0.00 PIPE 12 72 .69 120 0 9.5 1 .68 11.87 --------------------------------------------------------------------------- OUTLET 13 20.61 1.610 1 6. 0 13 .54 K=5.6 0.28 0 8 0.00 0. 00 PIPE 13 93 .30 120 0 14 . 0 3 .91 13.54 REF 901 94 .69 3 .260 0 10.1 17.45 0. 033 3 29 0.61 PIPE 20 187. 99 120 0 39. 1 1.28 REF 906 19.35 UNIT A TENANT SPACE 5 of 8 Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES REF 911 250.00 8 .260 0 10.0 58.17 0.005 0 0 0.00 PIPE 30 628.11 100 0 10.0 0.05 58.22 PSI at Supply 628.11 GPM available at 96.20 PSI --- 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 19.76 1.049 0 9.0 12.45 K=5.6 0.13 0 0 0.00 0.00 PIPE 3 19.76 120 0 9.0 1 .15 12 .45 OUTLET 4 20.65 1.380 0 3 .4 13.60 K=5.6 0.13 1 3 2 .82 0.00 PIPE 4 40.41 120 0 6 .4 0.80 13.60 REF 903 17.22 --- 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 19.91 1.049 0 9.0 12 .64 K=5.6 0.13 0 0 0.00 0. 00 PIPE 5 19.91 120 0 9.0 1.16 12.64 OUTLET 6 20.81 1.380 0 3 .7 13 .81 K=5.6 0. 13 1 3 2.82 0.00 PIPE 6 40.72 120 0 6.7 0.85 13 .81 REF 904 17.48 UNIT A TENANT SPACE 4 of 8 --- 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 20.79 1 .049 0 9.0 13.79 K=5.6 0. 14 0 0 0.00 0.00 PIPE 1 20.79 120 0 9.0 1 .26 13.79 --------------------------------------------------------------------------- OUTLET 2 21.72 1.380 1 3.8 15.05 K=5. 6 0.14 1 9 0.33 0.00 PIPE 2 42.52 120 0 12.8 1.77 15.05 --------------------------------------------------------------------------- REF 902 0.00 3 .260 1 14.4 17.14 0.002 0 21 0.00 PIPE 21 42.52 120 0 35.4 0.07 --------------------------------------------------------------------------- REF 903 40.41 3.260 1 14.5 17.22 0.007 0 21 0.00 PIPE 22 82.93 120 0 35.5 0.26 --------------------------------------------------------------------------- REF 904 40.72 3 .260 1 7.8 17.47 0.015 0 21 0.00 PIPE 23 123.65 120 0 28.8 0.44 REF 905 43.28 3 .260 1 6.8 17.91 0.026 0 34 0.36 PIPE 24 166.92 120 2 40.8 1.08 REF 906 187.99 3 .260 0 1.8 19.35 0.106 0 0 0.00 PIPE 25 354.91 120 0 1 .8 0. 19 REF 907 23.20 3 .260 4 55. 0 19.54 0.120 0 121 0.07 PIPE 26 378.11 120 6 176.0 21.06 REF 908 0.00 4.260 0 8.0 40.67 0.033 0 114 0.00 PIPE 27 378. 11 120 6 122 .0 3 .97 REF 909 0.00 4 .260 0 8 .0 44.64 0.033 3 40 3 .91 PIPE 28 378.11 120 0 48 .0 7.56 INC 6 PSI FOR BFP REF 910 0.00 6.150 1 200.0 56. 10 0.008 0 72 0.00 PIPE 29 378.11 100 6 272 .0 2.07 UNIT A TENANT SPACE 3 of 8 --- PIPE TABLE --- FRICTION FRICTION VELOCITY PIPE NO. DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND 1 1 .049 9.00 20.79 120 0.1398 1.259 7.7 2 1.380 12.83 42.52 120 0.1381 1.772 9.1 3 1 .049 9.00 19.76 120 0.1273 1.145 7.3 4 1 .380 6.37 40.41 120 0.1257 0.801 8.7 5 1.049 9.00 19.91 120 0.1291 1.162 7.4 6 1.380 6.66 40.72 120 0.1275 0.849 8.7 7 1.049 9.21 21.16 120 0.1444 1.330 7.9 8 1.380 13.90 43.28 120 0.1427 1.984 9.3 9 1.049 7.00 17.14 120 0.0978 0.685 6.4 10 1.380 9.00 34. 90 120 0.0959 0.863 7.5 11 1.610 9.54 53.40 120 0.0994 0.948 8.4 12 1.610 9.54 72.69 120 0.1759 1.678 11.5 13 1.610 14.00 93.30 120 0.2791 3.907 14.7 14 1.049 7.00 17.40 120 0.1006 0.704 6.5 15 1.380 9.00 35.42 120 0.0985 0.887 7.6 16 1 .610 9.54 54.20 120 0.1022 0.975 8.5 17 1.610 9.54 73 .78 120 0.1807 1.725 11.6 18 1.610 12.23 94 .69 120 0.2868 3.507 14.9 19 1.049 9.86 23.20 120 0.1712 1.688 8.6 20 3 .260 39.12 187.99 120 0.0328 1.285 7.2 21 3 .260 35.40 42.52 120 0.0021 0.074 1.6 22 3 .260 35.51 82 .93 120 0.0072 0.257 3.2 23 3 .260 28.76 123 .65 120 0.0151 0.435 4.8 24 3 .260 40.85 166.92 120 0.0264 1. 077 6.4 25 3 .260 1.81 354. 91 120 0.1064 0. 192 13.6 26 3 .260 176.00 378. 11 120 0.1196 21.057 14.5 27 4 .260 122.00 378. 11 120 0.0325 3 .966 8.5 28 4 .260 48. 00 378.11 120 0.0325 7.561 8.5 29 6 . 150 272.00 378 .11 100 0.0076 2.072 4.1 30 8.260 10.00 628.11 100 0.0046 0. 046 3.8 UNIT A TENANT SPACE 2 of 8 --- OUTLET TABLE --- OUTLET # K-FACTOR PRESSURE FLOW ELEV. (FEET) MIN. FLOW 1 5.600 13.788 20.79 10.75 15.00 2 5.600 15.047 21.72 10.75 15.00 3 5.600 12.452 19.76 16.50 15.00 4 5.600 13.597 20.65 16.50 15.00 5 5.600 12.644 19.91 16.50 15.00 6 5.600 13 .806 20.81 16.50 15.00 7 5.600 14.273 21.16 10.75 15.00 8 5.600 15.602 22.12 10.75 15.00 9 5.600 9.370 17.14 10.58 15.00 10 5.600 10.055 17.76 10.58 15.00 11 5.600 10.918 18.50 10.58 18.50 12 5.600 11.866 19.29 10.58 18.50 13 5.600 13.544 20.61 10.58 18.50 14 5.600 9.654 17.40 10.58 15.00 15 5.600 10.358 18.02 10.58 15.00 16 5.600 11.244 18.78 10.58 18 .50 17 5.600 12.219 19.58 10.58 18 .50 18 5.600 13.944 20.91 10.58 18.50 19 5.600 17.163 23 .20 10.75 18.50 4 HYDRAULIC CALCULATIONS for Twin Cleaners Building 211 North Street Northampton, MA 9/26/2001 Calculated Area: UNIT A TENANT SPACE Design Data: Occupancy Classification: Ordinary Hazard II Density: 0.20 GPM PER SQ FT Area of Application: 1300 sq ft Coverage Per Sprinkler: 130 sq ft NO. of Sprinklers Calculated: 19 Hose Streams: 250 GPM Total Water Required 628.11 GPM including hose streams 628.11 GPM required at supply pressure of 58.22 PSI Flow at Base of Riser 378.11 GPM Required Pressure at Base of Riser 44 .64 PSI Supply Data: Static (PSI) 103 Residual (PSI) 83 Flow (GPM) 1125 Calculations by: CCK of '< C" M Rybak Engineering, Inc. f,4:� KOSL01vSKl 132 Forest Ave. t fir ,0 Warren, MA 01083-0709 i�yWT14ly���� Name Of Contractor William J. Turomsha Design & Construction P.O. Box 141 Leeds, MA 01053-0141 Authority Having Jurisdiction: State Building Officical Underwriter: I.S.O. Notes: Quick response sprinkler used to reduce operating area from 1500 sq ft to 1300 sq ft Occupancy may by light hazard upon new tenants nD FLI OCT 1 1 12001 ncn-1T 51!nl"4r