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25A-185 (69)
BELOW MEZZ. 10 of 11 --- ROUTE NO. 16 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 29.73 1.049 1 1.7 28.19 K=5 .6 0.27 0 5 0.00 0.00 PIPE 25 29.73 120 0 6.7 1.80 28.19 --------------------------------------------------------------------------- REF 910 29.99 BELOW MEZZ. 9 of 11 --- 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 21 26.98 1.049 1 6.3 23 .21 K=5.6 0.23 0 5 0.00 0.00 PIPE 21 26.98 120 0 11.3 2.57 23.21 --------------------------------------------------------------------------- REF 908 25.78 --- ROUTE NO. 13 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 22 27.55 1.049 1 1.7 24.21 K=5.6 0.24 0 5 0.00 0.00 PIPE 22 27.55 120 0 6.7 1.57 24.21 --------------------------------------------------------------------------- REF 908 25.78 --- ROUTE NO. 14 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 23 28.58 1.049 1 4.3 26.05 K=5.6 0.25 0 5 0.00 0.00 PIPE 23 28.58 120 0 9.3 2.35 26.05 ---------------------------------------------------------------------------- REF 909 28.40 --- ROUTE NO. 15 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 24 28.93 1.049 1 1.7 26.68 K=5.6 0.26 0 5 0.00 0.00 PIPE 24 28.93 120 0 6.7 1.72 26.68 --------------------------------------------------------------------------- REF 909 28.40 BELOW MEZZ. 8 of 11 --- 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 17 25.19 1.049 1 6.3 20.23 K=5.6 0.20 0 5 0.00 0.00 PIPE 17 25.19 120 0 11.3 2.26 20.23 --------------------------------------------------------------------------- REF 906 22 .49 --- 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 18 25.73 1.049 1 1.7 21.11 K=5 .6 0.21 0 5 0.00 0.00 PIPE 18 25.73 120 0 6.7 1.38 21.11 REF 906 22.49 --- 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 19 26.12 1.049 1 6.3 21.75 K=5.6 0.21 0 5 0.00 0.00 PIPE 19 26.12 120 0 11.3 2 .42 21.75 --------------------------------------------------------------------------- REF 907 24.17 --- 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 20 26.68 1.049 1 1.7 22 .69 K=5 .6 0.22 0 5 0.00 0.00 PIPE 20 26.68 120 0 6.7 1.48 22 .69 --------------------------------------------------------------------------- REF 907 24.17 BELOW MEZZ. 7 of 11 --- 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 13 24 .31 1.049 1 6.4 18.84 K=5.6 0.19 0 5 0.00 0.00 PIPE 13 24.31 120 0 11.4 2.12 18.84 REF 904 20.96 --- 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 14 24.84 1.049 1 1.7 19.67 K=5.6 0.19 0 5 0.00 0.00 PIPE 14 24.84 120 0 6.7 1.29 19.67 REF 904 20.96 --- 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 15 24.80 1.049 1 6.4 19.61 K=5.6 0.19 0 5 0.00 0.00 PIPE 15 24.80 120 0 11.4 2.20 19.61 --------------------------------------------------------------------------- REF 905 21.82 --- 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 16 25.34 1.049 1 1.7 20.47 K=5 .6 0.20 0 5 0.00 0.00 PIPE 16 25.34 120 0 6.7 1.34 20.47 REF 905 21.82 BELOW MEZZ. 6 of 11 --- 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 20.22 1.049 0 8.0 13.04 K=5.6 0.13 2 4 0.00 0.00 PIPE 5 20.22 120 0 12.0 1.59 13 .04 OUTLET 6 21.42 1.380 0 10.2 14.63 K=5.6 0 .13 0 0 0.00 0.00 PIPE 6 41.64 120 0 10.2 1.36 14.63 --------------------------------------------------------------------------- OUTLET 7 22.39 1.610 0 10.2 15.99 K=5.6 0.14 0 0 0.00 0.00 PIPE 7 64.04 120 0 10.2 1.42 15 .99 ---------------------------------------------------------------------------- OUTLET 8 23.36 1.610 1 3 .0 17.41 K=5.6 0.25 0 6 0.00 0.00 PIPE 8 87.40 120 0 11.0 2.72 17.41 REF 902 20.13 --- 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 21.17 1.049 0 8.0 14.29 K=5.6 0.14 2 4 0.00 0.00 PIPE 9 21.17 120 0 12.0 1.73 14.29 --------------------------------------------------------------------------- OUTLET 10 22 .42 1.380 0 10.2 16.02 K=5.6 0.14 0 0 0.00 0.00 PIPE 10 43 .59 120 0 10.2 1.48 16.02 --------------------------------------------------------------------------- OUTLET 11 23 .43 1.610 0 10.2 17.50 K=5.6 0.15 0 0 0.00 0.00 PIPE 11 67 .01 120 0 10.2 1.54 17.50 --------------------------------------------------------------------------- OUTLET 12 24.44 2 .067 1 6.0 19.04 K=5.6 0.08 1 15 0.00 0.00 PIPE 12 91.45 120 0 21.0 1.67 19.04 --------------------------------------------------------------------------- REF 903 20.71 BELOW MEZZ. 5 of 11 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 54.53 3 .260 0 12.0 25.78 0 .218 0 0 0.00 PIPE 33 523.61 120 0 12 .0 2 .62 --------------------------------------------------------------------------- REF 909 57.51 3 .260 0 6.0 28.40 0.265 0 0 0.00 PIPE 34 581.12 120 0 6.0 1.59 REF 910 29.73 3 .260 1 79.0 29.99 0.291 0 47 0.00 PIPE 35 610.85 120 4 126.0 36.61 REF 911 0.00 6.357 0 10.0 66.60 0.011 0 363 4.34 PIPE 36 610.85 120 32 373.0 4.19 --------------------------------------------------------------------------- REF 912 0.00 8.150 1 75.0 75.14 0.003 0 74 0.00 PIPE 37 610.85 140 1 149.0 0.38 --------------------------------------------------------------------------- REF 913 250.00 10.150 1 250.0 75.51 0.002 0 7 0.00 PIPE 38 860.85 140 2 257.0 0.42 REF 914 0.00 10.150 1 150.0 75.93 0 .002 . 0 193 0. 00 PIPE 39 860.85 140 4 343 .0 5.56 INC 5 PSI LOSS IN BF ---------------------------------------------------------------------------- REF 915 0.00 12 .150 0 10.0 81.49 0.001 0 0 0.00 PIPE 40 860.85 140 0 10.0 0.01 81.50 PSI at Supply 860.85 GPM available at 118.77 PSI BELOW MEZZ. 4 of 11 --- 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 20.18 1.049 0 8.0 12.99 K=5.6 0.13 2 4 0.00 0.00 PIPE 1 20.18 120 0 12.0 1.59 12.99 --------------------------------------------------------------------------- OUTLET 2 21.38 1.380 0 10.2 14.58 K=5.6 0.13 0 0 0.00 0.00 PIPE 2 41.56 120 0 10.2 1.35 14.58 --------------------------------------------------------------------------- OUTLET 3 22 .35 1.610 0 10.2 15.93 K=5.6 0.14 0 0 0.00 0.00 PIPE 3 63 .91 120 0 10.2 1.41 15.93 --------------------------------------------------------------------------- OUTLET 4 23.32 1.610 1 3 .0 17.34 K=5.6 0.25 0 8 0.00 0.00 PIPE 4 87.23 120 0 11.0 2.71 17.34 --------------------------------------------------------------------------- REF 901 0.00 3 .260 0 9.7 20.05 0.008 0 0 0.00 PIPE 26 87.23 120 0 9.7 0.08 --------------------------------------------------------------------------- REF 902 87.40 3 .260 0 10.5 20.13 0 .029 1 10 0.00 PIPE 27 174.63 120 0 20.5 0.59 --------------------------------------------------------------------------- REF 903 91.45 3 .260 - 0 4.0 20.72 0.062 0 0 0.00 PIPE 28 266.08 120 0 4.0 0.25 --------------------------------------------------------------------------- REF 904 49.14 3 .260 0 10.0 20.97 0.085 0 0 0.00 PIPE 29 315.23 120 0 10.0 0.85 --------------------------------------------------------------------------- REF 905 50.14 3 .260 0 6.0 21.82 0.112 0 0 0.00 PIPE 30 365.37 120 0 6.0 0.67 --------------------------------------------------------------------------- REF 906 50.92 3 .260 0 11.8 22.49 0.143 0 0 0.00 PIPE 31 416.28 120 0 11.8 1.68 --------------------------------------------------------------------------- REF 907 52.80 3 .260 0 9.0 24. 17 0.178 0 0 0.00 PIPE 32 469.08 120 0 9.0 1.60 --------------------------------------------------------------------------- BELOW MEZZ. 3 of 11 --- PIPE TABLE --- FRICTION FRICTION VELOCITY PIPE NO. DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND 1 1.049 12.00 20.18 120 0.1323 1.588 7.5 2 1.380 10.20 41.56 120 0.1324 1.351 8.9 3 1.610 10.20 63.91 120 0.1386 1.414 10.1 4 1.610 11.00 87.23 120 0.2464 2.711 13 .7 5 1.049 12.00 20.22 120 0.1328 1.594 7.5 6 1.380 10.20 41.64 120 0.1329 1.356 8.9 7 1.610 10.20 64.04 120 0.1391 1.419 10.1 8 1.610 11.00 87.40 120 0.2473 2.720 13.8 9 1.049 12.00 21.17 120 0.1445 1.735 7.9 10 1.380 10.20 43 .59 120 0.1446 1.475 9.3 11 1.610 10.20 67.01 120 0.1513 1.543 10.6 12 2 .067 21.00 91.45 120 0.0796 1.672 8.7 13 1.049 11.37 24.31 120 0.1867 2.122 9.0 14 1.049 6.66 24.84 120 0. 1943 1.294 9.2 15 1.049 11.37 24.80 120 0.1938 2.203 9.2 16 1.049 6.66 25.34 120 0.2016 1.343 9.4 17 1.049 11.33 25.19 120 0.1994 2 .259 9.4 18 1.049 6.66 25.73 120 0.2074 1.381 9.6 19 1.049 11.33 26.12 120 0.2132 2 .416 9.7 20 1.049 6.66 26.68 120 0.2217 1.477 9.9 21 1.049 11.33 26.98 120 0.2264 2 .565 10.0 22 1.049 6.66 27.55 120 0.2354 1.568 10.2 23 1.049 9.33 28.58 120 0.2519 2.350 10.6 24 1.049 6.66 28.93 120 0.2576 1.715 10.7 25 1.049 6.66 29.73 120 0.2710 1.805 11.0 26 3 .260 9.66 87.23 120 0.0079 0. 077 3 .4 27 3 .260 20.50 ' 174.63 120 0.0287 0.587 6.7 28 3 .260 4.00 266.08 120 0.0625 0.250 10.2 29 3 .260 10.00 315.23 120 0.0855 0.855 12.1 30 3 .260 6.00 365.37 120 0.1123 0.674 14.0 31 3 .260 11.75 416.28 120 0. 1429 1.680 16.0 32 3 .260 9.00 469.08 120 0.1783 1.604 18.0 33 3 .260 12. 00 523 .61 120 0.2185 2 .622 20.1 34 3 .260 6.00 581.12 120 0.2650 1.590 22.3 35 3 .260 126.00 610.85 120 0.2906 36.613 23 .5 36 6 .357 373.00 610.85 120 0.0112 4.193 6.2 37 8.150 149.00 610.85 140 0.0025 0.376 3 .8 38 10 .150 257.00 860.85 140 0.0016 0.420 3 .4 39 10.150 343 .00 860.85 140 0.0016 5.560 3.4 40 12 .150 10.00 860.85 140 0.0007 0.007 2.4 BELOW MEZZ. 2 of 11 --- OUTLET TABLE --- OUTLET # K-FACTOR PRESSURE FLOW ELEV. (FEET) MIN. FLOW 1 5.600 12 .989 20.18 10.00 15.75 2 5.600 14 .577 21.38 10.00 19.62 3 5.600 15 .928 22.35 10.00 19.62 4 5.600 17.341 23.32 10.00 19.62 5 5.600 13 .040 20.22 10.00 15 .75 6 5.600 14 .634 21.42 10.00 21.42 7 5.600 15.989 22.39 10.00 21.42 8 5.600 17.408 23.36 10.00 21.42 9 5.600 14 .290 21.17 10.00 15.75 10 5.600 16.024 22.42 10.00 21.42 11 5.600 17.499 23 .43 10.00 21.42 12 5.600 19.042 24.44 10.00 21.42 13 5.600 18.840 24.31 10.00 17.40 14 5.600 19.669 24.84 10.00 17 .40 15 5.600 19.614 24.80 10.00 17.40 16 5.600 20 .474 25.34 10.00 17.40 17 5.600 20.231 25.19 10.00 17.40 18 5.600 21.109 25.73 10.00 17.40 19 5.600 21.754 26.12 10.00 17 .40 20 5.600 22 .694 26.68 10.00 17.40 21 5.600 23 .211 26.98 10.00 17.40 22 5.600 24 .208 27.55 10.00 17.40 23 5.600 26.049 28.58 10.00 17.40 24 5.600 26.684 28.93 10.00 17.40 25 5.600 28 .185 29.73 10.00 17.40 FLOW CURVE- P (PSI)vs Q^1.85(GPM) 200 LEGEND A-Supply Static Pressure B-Supply R sidual Pressure ani I Flow 180 C-Static Sy em Pressure loss i.e. Elev and BFP) D-System E emand Without Hoe Streams E-Total Der iand(System plus lose) 160 140 120 P 100 LD 80 E 60 40 20 L 0 1000 2000 2500 3000 3500 4000 4500 5000 Q^1.85(GPM) Water Supply Graph Information City Data: Project Data: Static: 125 psi Design for M.J. Moran Residual: 90 psi at Design Density 0.20gpm/sq ft Flow: 2189 gpm Area of Application: 2,000 sq ft System Demand Data: Total Demand of 860.9 gpm available at 118.8 System Flow: 610.85 gpm 2,462.2 gpm available at system pressure of 81.5 psi System Pressure: 81.50 psi Approx. discharge density when operating area is Hose Streams: 250 gpm balanced to city supply: .253 gpm./sq. ft. Curve By Rybak Engineering, Inc. - CJK YDRAULIC CALCULATIONS for ;nJA' 01060 Minute Maid Co. Industrial Drive Northampton, MA 4/7/01 C. v KOSLOWSKI v 'r Na 37610 Calculated Area: BELOW MEZZ. ��p9F0/STEQ�O Design Data: Occupancy Classification: Ordinary Hazard II �TECTIV Density: 0.20 GPM PER SQ FT Area of Application: 2,000 sq ft Coverage Per Sprinkler: 87-107 sq ft NO. of Sprinklers Calculated: 2 Hose Streams : 250 GPM Total Water Required 860.85 GPM including hose streams 860.85 GPM required at supply pressure of 81.50 PSI Flow at Base of Riser 610.85 GPM Required Pressure at Base of Riser 75.14 PSI Supply Data: Static (PSI) 125 Residual (PSI) 90 Flow (GPM) 2189 Calculations by: CJK of Rybak Engineering, Inc. 132 Forest Ave. Warren, MA 01083-0709 Name Of Contractor M.J. Moran 4 South Main Street Haydenville, MA 01039 Authority Having Jurisdiction: Local Building Official Underwriter: I.S.O. Notes: