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22B-043 (16)
FLOW CURVE - P (PSI) vs Q^1.85(GPM) 100' LEGEND A-Supply Static Pressure B-Supply Residual Pressure and Flow 90 C-Static System Pressure loss(i.e.Elev and BFP) D-System Demand Without Hose Streams E-Total Demand(System plus Hose) 80 cv 70 60 • B P E 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: 78 psi Design for BayState Sprinkler Company Residual: 65 psi at Design Density 0.10gpm/sq ft Flow: 1135 gpm Area of Application:900 sq ft System Demand Data: Total Demand of 353.7 gpm available at 76.5 System Flow: 253.73 gpm 1,474.2 gpm available at system pressure of 56.9 psi System Pressure: 56.92 psi Approx. discharge density when operating area is Hose Streams: 100 gpm balanced to city supply: .121 gpm./sq. ft. Curve By Rybak Engineering, Inc. -CCK Community Expressions Center 8 of 9 --- 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 17 17.93 1 .049 0 4.0 9.39 14=5.273 0 .11 0 0 0.00 2.17 PIPE 17 17.93 120 0 4.0 0.42 11.56 OUTLET 18 0.00 1.380 0 1.8 9.82 K=0 0.03 0 0 0.00 -0.43 PIPE 18 17.93 120 0 1.8 0.05 0.00 OUTLET 19 18.29 1.610 0 6.3 9.86 14=5.273 0.05 0 0 0.00 2.17 PIPE 19 36.22 120 0 6.3 0.31 12.03 OUTLET 20 0.00 1.610 0 6. 7 10.17 K=0 0.05 0 0 0.00 -0.43 PIPE 20 36.22 120 0 6. 7 0.32 0.00 OUTLET 21 18.77 1 .610 0 1.4 10.49 14=5.273 0 .10 0 0 0.00 2.17 PIPE 21 54.99 120 0 1.4 0.15 12.66 OUTLET 22 0.00 1.610 1 3.7 10.64 K=0 0.10 0 8 1.52 -0.43 PIPE 22 54.99 120 0 11.7 1.22 0.00 REF 916 19.60 1.610 1 3.5 13.39 0.184 0 8 0.00 PIPE 39 74.58 120 0 11.5 2.12 REF 906 15.51 --- 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 23 19.60 1.610 0 1.5 11.64 14=5.273 0.02 0 0 0.00 2.17 PIPE 23 19.60 120 0 1.5 0.02 13.81 OUTLET 24 0.00 1.610 1 4.4 11 .66 K=0 0.02 0 8 1 .52 -0.43 PIPE 24 19.60 120 0 12.4 0.19 0.00 REF 916 13.38 Community Expressions Center 7 of 9 --- 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 12 15.61 1 .049 0 5. 7 8.11 K=5.273 0 .08 0 0 0 .00 0.65 PIPE 12 15.61 120 0 5. 7 0 .47 8. 76 OUTLET 13 16.03 1.049 0 13.0 8 .59 14=5.273 0.30 0 0 0.00 0.65 PIPE 13 31.64 120 0 13.0 3.95 9.24 OUTLET 14 19.15 1.380 1 5.1 12 .54 14=5.273 0.19 0 6 0 .00 0.65 PIPE 14 50. 78 120 0 11. 1 2 .13 13. 19 REF 905 14.66 --- 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 19 .68 1.049 1 5.9 13.28 14=5.273 0.13 0 5 0 .00 0.65 PIPE 15 19.68 120 0 10.9 1 .38 13.93 REF 905 14.66 Community Expressions Center 6 of 9 --- 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 8 16 .31 1 .049 0 5.3 8.08 K=5.6 0.09 0 0 0.00 0. 40 PIPE 8 16.31 120 0 5.3 0.48 8.48 OUTLET 9 16.00 1.049 0 10.0 8.56 K=5.273 0 .32 0 0 0 .00 0.65 PIPE 9 32.31 120 0 10.0 3 .16 9.21 OUTLET 10 18.54 1.380 1 8. 4 11 .72 K=5.273 0.19 0 6 0 .00 0.65 PIPE 10 50.85 120 0 14.4 2 .76 12.37 REF 903 19.76 2.635 0 3.1 14.48 0.015 0 0 0 .00 PIPE 27 70.60 120 0 3.1 0.05 REF 904 14.53 --- 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 11 19. 76 1 .049 1 3.6 13.39 K=5.273 0 .13 0 5 0.00 0.65 PIPE 11 19. 76 120 0 8.6 1.10 14.04 REF 903 14.48 Community Expressions Center 5 of 9 Q-ADD DIA T PIPE PT PV REFERENCE LOSS/FT E FITTS PE PE Q-TOTAL C-FACT LT TOTAL PF PO NOTES REF 909 0 .00 5.047 1 15.0 36 .97 0.007 0 25 0 .00 PIPE 33 253. 73 120 0 40.0 0.27 REF 910 0.00 6.065 1 6 .0 37.24 0.003 3 117 0.00 PIPE 34 253. 73 120 0 123.0 4.34 inc 4 psi futr bf REF 911 0.00 6. 150 1 80.0 41 .58 0.006 0 26 0.00 PIPE 35 253.73 80 2 106.0 0.58 REF 912 100.00 6 .150 0 450.0 42.17 0.010 0 0 0.00 PIPE 36 353. 73 80 0 450.0 4.58 REF 913 0.00 6.150 0 1000.0 46.75 0.010 0 0 0 .00 PIPE 37 353. 73 80 0 1000.0 10.18 56 .92 PSI at Supply 353.73 GPM available at 76.50 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 19.08 1.049 1 0.2 11 .14 K=5.273 0.12 0 5 0 .00 1 .95 PIPE 5 19.08 120 0 5.2 0.62 13.09 REF 902 11.76 I Community Expressions Center 4 of 9 --- 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 3 19.00 1 .049 1 0.2 11 .03 K=5.273 0.12 0 5 0 .00 1.95 PIPE 3 19.00 120 0 5.2 0.62 12.98 REF 901 0.00 1 .380 0 2.2 11 .64 0.031 0 0 0 .00 PIPE 25 19.00 120 0 2.2 0 .07 OUTLET 4 0.00 1.610 0 3.2 11 .71 K=0 0.01 0 0 0 .00 -1.05 PIPE 4 19.00 120 0 3.2 0 .05 0.00 REF 902 19.08 1.610 0 4.9 11 .76 0.053 0 0 0 .00 PIPE 26 38.08 120 0 4.9 0 .26 OUTLET 6 0.00 1.610 1 3. 7 12 .02 K=0 0.05 0 8 0 .00 -1.05 PIPE 6 38.08 120 0 11. 7 0.62 0.00 REF 915 0.00 1.610 1 3.0 12.64 0.053 0 8 1.30 PIPE 38 38.08 120 0 11.0 0.58 REF 904 70.60 2.635 0 3.9 14.52 0.034 0 0 0.00 PIPE 28 108.68 120 0 3.9 0.13 REF 905 70.47 2.635 0 10.0 14.66 0.085 0 0 0 .00 PIPE 29 179.15 120 0 10.0 0 .85 REF 906 74.58 2.635 0 21.0 15.50 0. 161 0 11 0.00 PIPE 30 253. 73 120 2 32.0 5.16 REF 907 0.00 3.260 0 10.5 20.66 0.057 0 0 4.56 PIPE 31 253. 73 120 0 10.5 0.60 REF 908 0.00 3 .068 3 65.0 25.82 0.077 5 80 0.00 PIPE 32 253. 73 120 0 145.0 11.15 Community Expressions Center 3 of 9 --- PIPE TABLE --- FRICTION FRICTION VELOCITY PIPE NO. DIAMETER LENGTH FLOW GPM C LOSS/FOOT LOSS/TOTAL FEET/SECOND 3 1.049 5.20 19.00 120 0.1183 0.615 7.1 4 1.610 3 .21 19.00 120 0.0147 0.047 3.0 5 1.049 5.20 19.08 120 0.1193 0.620 7.1 6 1.610 11.67 38.08 120 0.0532 0.621 6.0 8 1.049 5.33 16.31 120 0.0892 0.476 6. 1 9 1.049 10.00 32.31 120 0.3160 3.160 12.0 10 1.380 14.37 50.85 120 0.1923 2.765 10.9 11 1.049 8.63 19. 76 120 0.1272 1 .097 7.3 12 1.049 5.73 15.61 120 0.0823 0.471 5.8 13 1.049 13 .00 31.64 120 0.3040 3.951 11. 7 14 1.380 11.08 50. 78 120 0.1919 2.127 10.9 15 1.049 10.92 19.68 120 0.1263 1.379 7.3 17 1.049 3.97 17.93 120 0.1063 0.423 6 . 7 18 1.380 1.76 17.93 120 0.0280 0.049 3.8 19 1.610 6.33 36.22 120 0.0485 0.307 5. 7 20 1.610 6 .67 36 .22 120 0.0485 0.323 5. 7 21 1.610 1 .41 54.99 120 0. 1049 0.148 8. 7 22 1.610 11 .67 54.99 120 0.1049 1.225 8. 7 23 1.610 1 .50 19.60 120 0.0156 0.023 3.1 24 1.610 12.41 19.60 120 0.0156 0.193 3. 1 25 1.380 2.21 19.00 120 0.0311 0.069 4.1 26 1.610 4.87 38.08 120 0.0532 0.259 6.0 27 2.635 3.12 70.60 120 0.0151 0.047 4.2 28 2.635 3 .92 108.68 120 0.0336 0.132 6 .4 29 2.635 10.00 179.15 120 0.0847 0.847 10.5 30 2.635 32.00 253. 73 120 0.1613 5.161 14.9 31 3.260 10.50 253. 73 120 0.0572 0.601 9.8 32 3.068 145.00 253. 73 120 0.0769 11.146 11.0 33 5.047 40.00 253. 73 120 0.0068 0.272 4.1 34 6.065 123.00 253. 73 120 0.0028 4.342 2.8 35 6 .150 106 .00 253. 73 80 0.0055 0.583 2. 7 36 6. 150 450 .00 353. 73 80 0.0102 4.580 3.8 37 6.150 1000 .00 353. 73 80 0.0102 10.178 3.8 38 1.610 11 .00 38.08 120 0.0532 0.585 6 .0 39 1.610 11.50 74.58 120 0.1844 2.121 11.8 Community Expressions Center 2 of 9 --- OUTLET TABLE ---- K= 5.60 Diameter= 1 .049 Tee=1 Pipe= 3.00 PT= 7.17 Arm over Swing Q=15.00 Loss/ft.= 0 .076 E11=2 Fitts= 9 PF= 0.92 C=120 Total=12.00 PT= 8.09 *** K=5.273 *** OUTLET # K-FACTOR PRESSURE FLOW ELEV. (FEET) MIN. FLOW 3 5.273 12 .980 19.00 9.00 14.82 5 5.273 13 .093 19.08 9.00 14.82 8 5.600 8.478 16.31 9.58 16.30 9 5.273 9.207 16.00 9.00 14.82 10 5.273 12 .367 18.54 9.00 14.82 11 5.273 14.038 19. 76 9.00 14.82 12 5.273 8.765 15.61 9.00 14.82 13 5.273 9.236 16.03 9.00 14.82 14 5.273 13.187 19.15 9.00 14.82 15 5.273 13 .934 19.68 9.00 14.82 17 5.273 11 .563 17.93 9.00 14.82 19 5.273 12.034 18.29 9.00 14.82 21 5.273 12 .664 18.77 9.00 14.82 23 5.273 13.810 19.60 9.00 14.82 HYDRAULIC CALCULATIONS for NONOTUCK MILL 296 NCNCTUCK STREET FLORENCE, MA 11/13/2010 Calculated Area: Community Expressions Center Design Data: Occupancy Classification: Light Hazard Density: 0.10 GPM PER SQ FT Area of Application: 900 sq ft Coverage Per Sprinkler: Varies NO. of Sprinklers Calculated: 14 Hose Streams: 100 GPM Total Water Required 353.73 GPM including hose streams 353.73 GPM required at supply pressure of 56.92 PSI Flow at Base of Riser 253.73 GPM Required Pressure at Base of Riser 37.24 PSI Supply Data: Static (PSI) 73 Residual (PSI) 65 Flow (GPM) 1135 Calculations by: CCK of / Soy Rybak Engineering, Inc. C. 132 Forest Ave. "7�' I •LOWS Warren, MA 01083-6709 � �Rsp•t C��C�' "'h. 1,10.37810 Name Of Contractor , ccE BayState Sprinkler Company S''.-•' _c" +.�.. 27 Labrie Lane \\ Holyoke, MA 01040 Authority Having Jurisdiction: Local Building Official Underwriter: I.S.C. Notes: _61./3 BAY STATE SPRINKLER CO., INC. 27 Labrie Lane—Holyoke, MA. 01040---413-536-6261 —fax 413-533-0377 June 15, 2013 Northampton Building Department 212 Main St—Room 100 Northampton, MA. 01060 RE: Servicenet/Nonotuck Mill (Automatic Sprinkler Drawing and Calculations ) 296 Nonotuck St. Florence, MA. Dear Sir; We are enclosing a F.P.E. Stamped Engineered Automatic Sprinkler Drawing and Calculations, for the above captioned location, for your files. If you require any further information or have any questions please don't hesitate to call. Yours Truly, Bay State Sprinkler Co., Inc. Jan J. Gwozdzik JJG/dmg Fire Protection Contractor since 1977 6 •v64, c 1,f Yl/ti - dta ? `i ll RI /10V ---- / vow w /07- 2 - '�w/ V- a 3r,1 - l C.„ , , 1 Y 1 • Cfc 1 671 �C w /1 OA r ( r j 1 , 296 NONOTUCK ST-SERVICENET SPACE BP-2010-0564 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block:22B-043 '` "ITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: BUILDING PERMIT Permit# BP-2010-0664 Project# JS-2010-000965 Est. Cost: $159000.00 Fee: $954.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: MARIO PERFITO 74103 Lot Size(sq. fr.): 130680.00 Owner: NONOTUCK MILLS LLC Zoning: GI(100)//WP Applicant: MARIO PERFITO AT: 296 NONOTUCK ST - SERVICENET SPACE Applicant Addr'ss: Phone: Insurance: 13 KANIA ST (413) 537-1389 EASTHAMPTONMAO1027 ISSUED ON:2/17/2011 0:00:00 TO PERFORM THE FOLLOWING WORK:FRAME OUT EXTERIOR WALLS - SERVICENET SPACE POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: CAW// Footings: Rough: Rough: _. . i/ house# Foundation: y� 1^n. Driveway Final: -- Final: t , Final: 'e — ` RoughFr5ef \ fC tt�e (S OZS-1 '11 0N/ SVCe7Sae, SQJ vice Nei CV- q--((CA Gas: Fire Department Fireplace/Chimney: Rough: Oil: 6u, InsulationQK _ — Ctl/ \)td_�` ✓ /7-7_ 12 Final: -/3- / Smoke: Final:01,‹‘—)S-1( C Nrlrk.. THIS PERMIT MAY BE REVOKED BY THE CITY NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. /4/i4AA:, &sf.41C Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 2/17/20110:00:00 $954.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner