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23B-046 (123)
A , R FLOW CURVE- P (PSI)vs Q 111.85 (GPM) 100 LEGEND A-Supply Static Pressure B-Supply Residual Pressure and Flow 90 C-Static Sy em Pressure loss i.e. Elev and BFP) F D-System Eemand without Hoe Streams E-Total Der iand(System plus ose) 80 B 70 rE 60 P 50 40 30 20 10 C 0 400 800 1000 1200 1400 1600 1800 2000 Q"1.85(GPM) Water Supply Graph Information City Data: Project Data: Static: 85 psi Design for M.J. Moran Residual: 75 psi at Design Density 0.10gpm/sq ft . Flow: 1040 gpm Area of Application: 1,500 sq ft System Demand Data: Total Demand of 664.1 gpm available at 80.6 System Flow: 414.12 gpm 1,397.7 gpm available at system pressure of 67.7 psi System Pressure: 67.73 psi Approx. discharge density when operating area is Hose Streams: 250 gpm balanced to city supply: 0.114 gpm. /sq. ft. Curve By Rybak Engineering, Inc. - CCK GYM AREA 11 of 12 --- ROUTE NO. 17 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 26.61 1.049 1 3.1 22.43 K=5.6 0.22 0 5 0.00 0.14 PIPE 19 26.61 120 0 8.1 1.79 22.58 --------------------------------------------------------------------------- REF 917 24.22 --- ROUTE NO. 18 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 27.49 1.049 0 6.8 23 .96 K=5.6 0.23 2 4 0.00 0.14 PIPE 20 27.49 120 0 10.8 2.54 24.10 --------------------------------------------------------------------------- REF 918 26.50 GYM AREA 10 of 12 --- 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 15 23.34 1.049 0 8.3 17.22 K=5.6 0.17 1 2 0.00 0.14 PIPE 15 23 .34 120 0 10.3 1.78 17.36 OUTLET 16 24.50 1.049 1 1.3 19.00 K=5.6 0.65 0 5 0.00 0.14 PIPE 16 47.84 120 0 6.3 4.12 19.14 REF 914 23 .12 --- 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 17 26.16 1.049 1 3.1 21.67 K=5.6 0.21 0 5 0.00 0.14 PIPE 17 26.16 120 0 8.1 1.73 21.82 REF 915 23 .40 --- 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 18 26.28 1.049 1 2.3 21.89 K=5.6 0.22 0 5 0.00 0.14 PIPE 18 26.28 120 0 7.3 1.57 22.03 --------------------------------------------------------------------------- REF 916 23.46 GYM AREA 9 of 12 --- 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 11 17.03 1. 049 0 14.3 9.10 K=5.6 0.10 1 2 0.00 0.14 PIPE 11 17.03 120 0 16.3 1.58 9.24 REF 901 17.76 1. 049 2 4.9 10.68 0.362 1 12 0.65 PIPE 21 34.78 120 0 16.9 6.13 REF 912 17.46 --- 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 12 17.76 1.049 1 2.3 9.91 K=5.6 0.10 0 5 0.00 0.14 PIPE 12 17.76 120 0 7.3 0.77 10.06 REF 901 10.68 --- 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 13 23.31 1.049 0 8.0 17.19 K=5.6 0.17 0 0 0.00 0.14 PIPE 13 23.31 120 0 8.0 1.38 17.33 OUTLET 14 24.23 1. 049 1 1.3 18.57 K=5.6 0.65 0 5 0.00 0.14 PIPE 14 47.54 120 0 6.3 4.07 18.71 ---------------------------------------------------------------------------- REF 913 22.64 . q GYM AREA 8 of 12 --- 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 16.17 1.049 1 0.6 8.84 K=5.6 0. 09 0 5 0.00 -0.51 PIPE 8 16.17 120 0 5.6 0.49 8.33 REF 902 9.33 --- 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 9 17.81 1. 049 1 0.6 10.62 K=5.6 0.10 0 5 0.00 -0.51 PIPE 9 17.81 120 0 5.6 0.59 10.11 REF 905 11.20 --- 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 10 19.24 1.049 1 1.3 12.31 K=5.6 0.12 1 7 0.00 -0.51 PIPE 10 19.24 120 0 8.3 1.00 11.80 --------------------------------------------------------------------------- REF 906 13.31 GYM AREA 7 of 12 --- 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 5 21.50 1.049 1 3 .8 14 .60 K=5.6 0.15 1 7 0.65 0.14 PIPE 5 21.50 120 0 10.8 1.60 14.74 --------------------------------------------------------------------------- REF 909 16.85 --- 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 6 21.55 1.049 1 3.8 14.67 K=5.6 0. 15 1 7 0.65 0.14 PIPE 6 21.55 120 0 10.8 1.61 14 .81 REF 910 16.93 --- 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 7 15.93 1.049 0 6.6 8.60 K=5.6 0.09 1 2 0.00 -0.51 PIPE 7 15. 93 120 0 8.6 0.73 8.09 --------------------------------------------------------------------------- REF 902 16.17 1.049 0 6.0 9.33 0.312 0 0 0.00 PIPE 22 32.09 120 0 6.0 1.87 --------------------------------------------------------------------------- REF 905 17.81 1.380 1 5.3 11.20 0.186 0 6 0.00 PIPE 25 49.90 120 - 0 11.3 2.11 REF 906 19.24 1.610 1 14.8 13.31 0.160 0 8 0.00 PIPE 26 69.14 120 0 22.8 3.66 --------------------------------------------------------------------------- REF 911 16.97 • 4 GYM AREA 6 of 12 --- 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 2 15.52 1.049 1 0.6 7.54 K=5.6 0.08 0 5 0.00 0.14 PIPE 2 15.52 120 0 5.6 0.45 7.68 REF 904 7.99 --- 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 3 17.06 1.049 0 10.5 9.14 K=5.6 0.10 1 2 0.00 0.14 PIPE 3 17.06 120 0 12.5 1.21 9.28 REF 903 17.64 1.049 1 1.7 10.35 0.361 0 5 0.00 PIPE 23 34.70 120 0 6.7 2.40 REF 907 12 .76 --- 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 4 17.64 1.049 1 0.5 9.78 K=5.6 0.10 0 5 0 .00 0.14 PIPE 4 17.64 120 0 5.5 0.57 9.93 REF 903 10.35 GYM AREA 5 of 12 Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES --------------------------------------------------------------------------- REF 916 26.28 3.260 0 7.0 23.46 0.109 0 0 0.00 PIPE 36 360.02 120 0 7.0 0.76 REF 917 26.61 3.260 1 -2.7 24.22 0.125 0 21 0.00 PIPE 37 386.63 120 0 18.3 2.28 REF 918 27.49 3.260 1 65.0 26.50 0.142 0 47 3.40 PIPE 38 414.12 120 4 112.0 15.86 REF 919 0.00 4.260 2 42.0 45.75 0.038 0 127 0.00 PIPE 39 414.12 120 6 169.0 6.50 REF 920 100.00 6.357 1 260.0 52.25 0.008 18 355 0.00 PIPE 40 514.12 120 0 615.0 5.03 REF 921 0.00 6.357 1 20.0 57.28 0.008 0 169 0.00 PIPE 41 514.12 120 6 189.0 9.54 INC 8 PSI FOR BFP REF 922 0.00 8.260 1 300.0 66.82 0.002 0 80 0.00 PIPE 42 514.12 120 2 380. 0 0.87 REF 923 150.00 8.260 0 10.0 67.69 0.004 0 0 0.00 PIPE 43 664.12 120 0 10. 0 0.04 --------------------------------------------------------------------------- 67.73 PSI at Supply 664.12 GPM available at 80.64 PSI GYM AREA 4 of 12 --- 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 15.00 1.049 0 10.6 7.03 K=5.6 0.08 1 2 0.00 0.14 PIPE 1 15.00 120 0 12.6 0.96 7.17 REF 904 15.52 1.049 0 14.8 7.99 0.284 1 2 0.00 PIPE 24 30.52 120 0 16.8 4.76 --------------------------------------------------------------------------- REF 907 34.70 1.610 1 3 .7 12 .75 0.144 3 20 0.65 PIPE 27 65.22 120 0 23 .7 3.42 REF 908 0.00 3.260 0 5.8 16.82 0.005 0 0 0.00 PIPE 28 65.22 120 0 5.8 0.03 REF 909 21.50 3 .260 0 10.0 16.85 0.008 0 0 0.00 PIPE 29 86.72 120 0 10.0 0.08 REF 910 21.55 3 .260 0 3 .3 16.93 0.012 0 0 0.00 PIPE 30 108 .28 120 0 3.3 0.04 REF 911 69.14 3 .260 1 -4.4 16.97 0.030 0 21 0.00 PIPE 31 177.42 120 0 16.6 0.49 REF 912 34.78 3 .260 0 29.6 17.46 0.041 0 34 2 .57 PIPE 32 212 .20 120 5 63.6 2.61 REF 913 47.54 3.260 0 8. 0 22 .64 0.060 0 0 0.00 PIPE 33 259.74 120 0 8. 0 0.48 REF 914 47.84 3.260- 0 3 .5 23 .12 0.082 0 0 0.00 PIPE 34 307.58 120 0 3 .5 0.29 REF 915 26.16 3.260 0 0.6 23.40 0.095 0 0 0.00 PIPE 35 333 .73 120 0 0.6 0.06 --------------------------------------------------------------------------- GYM AREA 3 of 12 --- PIPE TABLE --- FRICTION FRICTION VELOCITY PIPE NO. DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND 1 1.049 12.58 15.00 120 0.0764 0.962 5.6 2 1.049 5.58 15.52 120 0. 0814 0.454 5.8 3 1.049 12.50 17.06 120 0.0970 1.212 6.3 4 1.049 5.50 17.64 120 0.1032 0.568 6.6 5 1.049 10.75 21.50 120 0.1488 1.599 B.0 6 1.049 10.75 21.55 120 0.1495 1.607 8.0 7 1..049 B.58 15. 93 120 0.0854 0.733 5.9 8 1.049 5.58 16.17 120 0.0878 0.490 6.0 9 1.049 5.58 17.81 120 0.1050 0.586 6.6 10 1.049 8.25 19.24 120 0.1211 0.999 7.1 11 1.049 16.33 17.03 120 0.0966 1.578 6.3 12 1.049 7.33 17.76 120 0.1044 0.766 6.6 13 1.049 8.00 23.31 120 0.1728 1.382 8.7 14 1.049 6.30 47.54 120 0.6457 4.068 17.6 15 1.049 10.29 23.34 120 0.1731 1.781 8.7 16 1.049 6.30 47.84 120 0.6532 4.116 17.8 17 1.049 8.10 26.16 120 0.2138 1.731 9.7 18 1.049 7.30 26.28 120 0.2157 1.575 9.8 19 1.049 8.10 26.61 120 0.2207 1.787 9.9 20 1.049 10.83 27 .49 120 0.2344 2 .538 10.2 21 1.049 16.92 34.78 120 0.3623 6.128 12.9 22 1.049 6.00 32.09 120 0.3121 1.873 11.9 23 1.049 6.67 34 .70 120 0.3607 2.405 12 .9 24 1.049 16.75 30.52 120 0.2844 4.763 11.3 25 1.380 11.33 49.90 120 0.1857 2.105 10.7 26 1.610 22.83 69.14 120 0.1603 3 .660 10.9 27 1.610 23.75 65.22 120 0.1439 3.417 10.3 28 3 .260 5.83 65.22 120 0.0046 0.027 2.5 29 3.260 10.00 86.72 120 0.0078 0.078 3.3 30 3.260 3.33 108.28 120 0.0118 0.039 4.2 31 3.260 16.58 177.42 120 0.0295 0.489 6.8 32 3 .260 63.58 212.20 120 0.0411 2.613 8.2 33 3 .260 B.00 259.74 120 0.0597 0.478 10.0 34 3.260 3 .50 307.5E 120 0.0817 0.286 11.8 35 3.260 0.62 333 .73 120 0.0950 0.059 12 .8 36 3.260 6.96 360.02 120 0.1093 0.760 13.8 37 3 .260 18.25 386.63 120 0.1247 2 .275 14. 9 38 3.260 112.00 414.12 120 0.1416 15.856 15.9 39 4.260 169.00 414.12 120 0.0385 6.501 9.3 40 6.357 615.00 514.12 120 0.0082 5.025 5.2 41 6.357 189.00 514.12 120 0.0082 9.544 5.2 42 8.260 380.00 514.12 120 0.0023 0.867 3 .1 43 8.260 10.00 664.12 120 0.0037 0.037 4.0 s GYM AREA 2 of 12 --- OUTLET TABLE --- OUTLET # K-FACTOR PRESSURE FLOW ELEV. (FEET) MIN. FLOW 1 5.600 7.173 15.00 14 .92 15.00 2 5.600 7.680 15.52 14.92 15.00 3 5.600 9.281 17.06 14.92 15.00 4 5.600 9.926 17.64 14.92 15.00 5 5.600 14.743 21.50 14.92 15.00 6 5.600 14.815 21.55 14.92 15.00 7 5.600 8 .090 15.93 14.92 15.00 8 5.600 8.333 16.17 14.92 15.00 9 5.600 10.110 17.81 14.92 15.00 10 5.600 11.802 19.24 14.92 15.00 11 5.600 9.244 17.03 14.92 15.00 12 5.600 10.056 17.76 14 .92 15.00 13 5.600 17.332 23.31 7.50 15.00 14 5.600 18.715 24.23 7.50 15.00 15 5.600 17.364 23.34 7.50 15.00 16 5.600 19.145 24.50 7.50 15.00 17 5.600 21.816 26.16 7.50 15.00 18 5.600 22 .031 26.28 7.50 15.00 19 5.600 22.579 26.61 7.50 15.00 20 5.600 24.103 27.49 7.50 15.00 HYDRAULIC CALCULATIONS for Cooley Dickinson Hospital - Physical Therapy 30 Locust Street Northampton, MA 9/13/2001 Calculated Area: GYM AREA - Physical Therapy Design Data: Occupancy Classification: Light Hazard Density: 0.10 GPM PER SQ FT Area of Application: 1,500 sq ft Coverage Per Sprinkler: varies sq ft NO. of Sprinklers Calculated: 20 Hose Streams: 250 GPM Total Water Required 664.12 GPM including hose streams 664.12 GPM required at supply pressure of 67.73 PSI Flow at Base of Riser 414.12 GPM Required Pressure at Base of Riser 57.28 PSI Supply Data: Static (PSI) 85 Residual (PSI) 75 Flow (GPM) 1040 ` =`= Calculations by: CCK of c RL .. Rybak Engineering, Inc. . .a`,JSKI 1 it 132 Forest Ave. 's r ! 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: F 7�r� F !n ( (i L� E' NOV 1 f 11'1 01060 M..1. M O RA N, INC. LETTER OF TRANSMITTAL FIRE PROTECTION DIVISION 4 SOUTH MAIN STREET TELEPHONE: FAX: HAYDENVILLE, MA 01039 (413)268-7251 (413)268-9375 TO: Northampton Building Inspector DAT : 12 12-01 JOB NUMBER: 01-595 2'12 Main Street ATTENT r. Tony Patillo Room 100 Building Department RE: Fire Sprinklers at Cooley Dickinson Northampton, MA 01060 Hospital Physical Therepy WE ARE SENDING YOU N ATTACHED ❑UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS: ❑SHOP DRAWINGS ❑PRINTS ❑PLANS ❑SAMPLES ❑SPECIFICATIONS ❑COPY OF LETTER [-]CHANGE ORDER ❑ COPIES DATE NUMBER DESCRIPTION 1 9-13-01 FP-1 Fire Sprinkler Plan For Physical Therapy 1 9-13-01 Copy Fire Sprinkler Hydraulic Calculations for Physical Therapy Nov 1 INGINSPEC110NS 7,,.,% THESE ARE TRANSMITTED AS CHECKED BELOW: NFor approval ❑Approved as submitted ❑Resubmit copies for approval ❑For your use ❑Approved as noted ❑Submit copies for distribution ❑As requested ❑Retumed for corrections ❑Retum corrected prints ❑For review and comment ❑ ❑FOR BIDS DUE: , 1998 ❑PRINTS RETURNED AFTER LOAN TO US REMARKS: Notes: Plans have been forwarded to Northampton Fire Department, Owner and Owners Insurer. Please call with any questions. COPY TO: Job File SIGNED: e�t /I. "y zo�� Date: /.?--12-o/