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HomeMy WebLinkAboutBLD-23-001739 'Y IQO _ [)EPART � Bull.DIN `U _ �• � f Qi4 4‘tvit- arrbniOn4eiriAg ge,:a.a ? 1 DTcameda t gta S - Officeair 1146 L 28, &pa Pcvanatiig, g&02664 APPLICATION FOR FIRE PROTECTION PERMIT Date 9/28/22 PERMIT NUMBER 3U)-23--fit?3 Projected Start Date: 11/1/22 Date of issue In accordance with the provisions of 780 CMR and M.G.L. Chapter 148, as provided in Section This application is hereby made by Yankee Sprinkler Co. (Full name ofperson,Firm or Corporation) Address 612 Plymouth St East Bidgewater, MA 02333 (Contact#) 508-378-7212 Email mhanson@ysc-fire.com Owner of property Cape Cod Collaborative Job Location 1175 Rt 28 (Street&City or Town) For permission to (state clearly purpose for which permit is requested) Renovation to the existingFire Protection System on 1st Floor per plans provided Name of competent operator(if applicable) Michael Payton Cert. or License No. SC-145722 Estimated Cost of Construction: $300,000 By / � • (Signature of Applicant) Building Official: Date: \O FEE: $50.00 COT, CY- /L ) a - u- 2 z Check#: 1325 $50.00 I -4r Ra r 9 0 0 w; C isq U 1 7,7 f •�'t 1l ti l g 2N .e fP a N irC1ri YANKEE SPRINKLER COMPANY JL Hydraulic Calculations For Project Name: Cape Cod Collaborative Location: 1175 Route 28, Yarmouth, MA 02664 Drawing Number: Y-4756 Date: 9/15/2022 Design Information: Remote Area number: 1 of 4 Remote Area Location: Assembly#102 Occupancy Classification: Light Hazard Density: 0.1 gpm/ft2 Area of application: 1058ft2 Coverage per sprinkler: 196 ft2 Type of sprinklers calculated: Quick Response, Standard Spray Number of sprinklers calculated: 14 In Rack sprinkler demand: Ogallons Hose stream allowance: 100 gpm Total Water Required (Including hose streams): 541.63gpm @ 48.89psi Type of System: Wet Volume of dry or pre-action system: gallons Water Supply Information: Date: 6/15/2022 @ 1:30 P.M. Location: The flow hydrant was the one in front of the building. The pressure hydrant was the one at the street. Source: Static = 71 psi,Residual = 56 psi, Flow = 1125 gpm Name of Contractor: Yankee Sprinkler Co., Inc. Address: 612 Rear Plymouth Street, Suite#1, East Bridgewater, MA 02333 Phone Number: 508-378-7212 Name of Designer: Stephen Nelson,PE Authority having jurisdiction: YFD Notes: (Including peaking information or gridded systems here) \.0 OF �4ssq STEPHEN Ct NELSON 3 FIRE PROTECTION No. 41842 *FS�ONAL E '�� 612 Rear Plymouth Street,Suite#1 •East Bridgewater,Massachusetts 02333 Digitally signed by Phone(508)378-7212•Fax(508)378-7215 Stephen Stephen Nelson,P N P c o n. P F Date:2022.09.22 Yankee Sprinkler Co., Inc. 612 Rear Plymouth Street, Suite #1 East Bridgewater, Massachusetts 02333 HYDRAULIC CALCULATIONS COVER SHEET 4756, CCC - Assembly #102 9/15/22 WATER SUPPLY TATIC PRESSURE (psi) 71 ESIDUAL PRESSURE (psi) 56 ESIDUAL FLOW (gpm) 1125 BOOSTER PUMPS UMBER OF BOOSTER PUMPS 0 SPRINKLERS AXIMUM SPACING OF SPRINKLERS (ft) 14 AXIMUM SPACING OF SPRINKLER LINES (ft) 14 PECIFIED DISCHARGE DENSITY (gpm/sq. ft. ) .1 HIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .1 gpm/sq. ft. OR A DESIGN AREA OF 1058 SQ. FT. OF FLOOR AREA HIS SYSTEM OPERATES AT A FLOW OF 291. 63 gpm AT A PRESSURE OF 39.85 psi T THE BASE OF THE RISER (REF. PT. 4) IPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 001 SCHEDULE 40 002 SCHEDULE 10 MBER 1 s Y-4756, CCC - Assembly #102 9/15/22 [x] A Backflow Preventer [ ] Meter [ ] Detector Check Valve [ ] Other Is Located At Ref Pt. 3 With a Friction Loss of 6 The size of the Design Area is: 1058 The Reference Point at the Base of the Riser is: 4 SPACING OF No. of ne ST. RES. FLOW ELEV. HOSE C DEN. HEADS LINES SPKLR'S PUMPS psi psi gpm ft gpm gpm/sq.ft ft ft gpm 71 56 1125 0 250 140 0 . 1 14 14 19. 60 0 ADDITIONAL FLOWS: ONE NE NO.OF 1stEND 2ndEND PIPE DIA. FITTINGS LENGTH ELEVATION C-FACTOR ). PIPES REF.PT. REF.PT. TYPE CODE 8 1 1 2 111 10 352 300 3 140 9 1 2 3 1 08 0 0.75 0 120 0 1 3 4 1 08 35 1 1 120 1 1 4 5 2 08 62 5. 67 5. 67 120 2 1 5 6 2 08 3 20 0 120 3 1 6 7 2 08 332 196 0 120 4 1 7 8 2 06 3 8 0 120 5 1 8 50 2 06 0 13.75 0 120 6 1 50 51 2 06 22 10 0 120 7 1 51 52 2 06 0 10.5 0 120 8 1 52 53 1 03 3 27.8 0 120 9 1 53 54 1 03 0 6.3 0 120 0 1 54 55 1 03 0 8 0 120 1 1 55 56 1 03 0 8 . 6 0 120 2 1 56 57 1 03 0 8 0 120 3 1 51 58 1 03 3 27 .8 0 120 4 1 58 59 1 03 0 6.3 0 120 5 1 59 60 1 03 0 8 0 120 6 1 60 61 1 03 0 8 . 6 0 120 7 1 61 62 1 03 0 8 0 120 8 1 50 63 1 03 3T 27 .2 0 120 9 1 63 64 1 03 0 12 0 120 0 1 64 65 1 03 0 12 0 120 1 1 65 66 1 01 0 12 0 120 2 1 66 80 1 01 3T 1 1 120 3 1 65 81 1 01 3T 1 1 120 4 1 64 82 1 01 3T 1 1 120 5 1 63 83 1 01 3T 1 1 120 6 1 57 70 1 01 32T 2 .5 -1 . 67 120 7 1 56 71 1 01 32T 2 . 5 -1. 67 120 8 1 55 72 1 01 32T 2 . 5 -1. 67 120 9 1 54 73 1 01 32T 2 .5 -1 . 67 120 0 1 62 75 1 01 32T 2 .5 -1 . 67 120 1 1 61 76 1 01 32T 2 . 5 -1. 67 120 2 1 60 77 1 01 32T 2 .5 -1 . 67 120 3 1 59 78 1 01 32T 2 .5 -1 . 67 120 4 1 58 79 1 01 32T 2. 5 -1. 67 120 5 1 53 74 1 01 32T 3 -1. 67 120 Sprinkler Design Area No. 1 NE K NUM Ref. K NUM Ref. K NUM Ref. K NUM Ref. Yankee Sprinkler Co. , Inc. 612 Rear Plymouth Street, Suite #1 4756, CCC - Assembly #102 9/15/22 PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY THE FOLLOWING SPRINKLERS ARE OPERATING IN: ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [x] REMOTE AREA Elevation of sprinklers = Elevation above water test. EF. PT. K ELEV. FLOW PRESSURE ft gpm psi 70 5.60 8.00 19.60 12.25 71 5.60 8.00 19.68 12.35 72 5. 60 8.00 20.04 12.80 73 5.60 8.00 20.71 13.68 74 5.60 8.00 21.56 14.82 75 5.60 8.00 19.63 12.28 76 5.60 8.00 19.72 12.40 77 5.60 8.00 20.08 12.85 78 5.60 8.00 20.76 13.74 79 5.60 8.00 21.66 14.95 80 5.60 10.67 20. 61 13.54 81 5.60 10.67 21.78 15.13 82 5.60 10.67 22.33 15.90 83 5.60 10.67 23.47 17.56 E SPRINKLER SYSTEM FLOW IS 291. 63 gpm E OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 250.00 gpm ] THE INSIDE HOSE [ ] RACK SPKLR'S. IS 0.00 gpm ] YARD HYDT. FLOW E MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.100 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- ATIC PRESSURE 71.00 psi SIDUAL PRESSURE 56.00 psi AT 1125.00 gpm TAL SYSTEM FLOW 541.63 gpm AILABLE PRESSURE 67.13 psi AT 541. 63 gpm ERATING PRESSURE 48.89 psi AT 541.63 gpm ESSURE REMAINING 18.24 psi E ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 3 FOR A ] BACKFLOW PREVENTER [ ] METER ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Yankee Sprinkler Co. , Inc. • 612 Rear Plymouth Street, Suite #1 4756, CCC - Assembly #102 9/15/22 PAGE 2 FITTING Equivalent Length per NFPA 13 2013, Table 23.4 .3.1.1 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T' /Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve ROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIG. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 291.63 300.00 352 72.59 140 111 6.400 0.002 1.300 48.89 46.81 0.78 2 3 291.63 0.75 0 0.00 120 1 4.026 0.027 0.000 46.81 46.79 0.02 3 4 291.63 1.00 35 18.00 120 1 4.026 0.027 0.433 46.79 39.85 6.50 4 5 291.63 5.67 62 38.02 120 2 4 .260 0.020 2.457 39.85 36.51 0.88 5 6 291.63 20.00 3 21.12 120 2 4.260 0.020 0.000 36.51 35.68 0.83 6 7 291.63 196.00 332 51.22 120 2 4 .260 0.020 0.000 35.68 30.80 4 .88 7 8 291.63 8.00 3 17.42 120 2 3.260 0.074 0.000 30.80 28.91 1.89 8 50 291.63 13.75 0 0.00 120 2 3.260 0.074 0.000 28.91 27.89 1.02 0 51 203.43 10.00 22 13.40 120 2 3.260 0.038 0.000 27.89 26.89 1.00 1 52 101.59 10.50 0 0.00 120 2 3.260 0.011 0.000 26.89 26.76 0.13 2 53 101.59 27.80 3 6.40 120 1 1. 610 0.327 0.000 26.76 15.58 11.18 3 54 80.04 6.30 0 0.00 120 1 1.610 0.210 0.000 15.58 14 .27 1.31 4 55 59.32 8.00 0 0.00 120 1 1.610 0.121 0.000 14.27 13.32 0.96 5 56 39.28 8.60 0 0.00 120 1 1.610 0.056 0.000 13.32 12.83 0.49 6 57 19.60 8.00 0 0.00 120 1 1.610 0.016 0.000 12.83 12.71 0.11 1 58 101.84 27.80 3 6.40 120 1 1.610 0.328 0.000 26.89 15.66 11.23 8 59 80.19 6.30 0 0.00 120 1 1.610 0.211 0.000 15. 66 14 .34 1.32 9 60 59.43 8.00 0 0.00 120 1 1.610 0.121 0.000 14.34 13.37 0.97 0 61 39.35 8.60 0 0.00 120 1 1.610 0.056 0.000 13.37 12.88 0.49 1 62 19.63 8.00 0 0.00 120 1 1.610 0.016 0.000 12.88 12.75 0.13 0 63 88.19 27.20 3T 8.00 120 1 1.610 0.252 0.000 27.89 19.04 8.85 3 64 64.72 12.00 0 0.00 120 1 1.610 0.142 0.000 19.04 17.29 1.75 4 65 42.39 12.00 0 0.00 120 1 1.610 0.065 0.000 17.29 16.47 0.82 5 66 20.61 12.00 0 0.00 120 1 1.049 0.137 0.000 16.47 14.80 1.67 6 80 20. 61 1.00 3T 5.00 120 1 1.049 0.137 0.433 14 .80 13.54 0.82 5 81 21.78 1.00 3T 5.00 120 1 1.049 0.152 0.433 16.47 15.13 0.91 4 82 22.33 1.00 3T 5.00 120 1 1.049 0.159 0.433 17.29 15.90 0.96 3 83 23.47 1.00 3T 5.00 120 1 1.049 0.175 0.433 19.04 17.56 1.05 7 70 19.60 2.50 32T 7.00 120 1 1.049 0.125 -0.724 12.71 12.25 1.19 6 71 19.68 2.50 32T 7.00 120 1 1.049 0.126 -0.724 12.83 12.35 1.20 5 72 20.04 2.50 32T 7 .00 120 1 1.049 0.130 -0.724 13.32 12.80 1.24 4 73 20.71 2.50 32T 7.00 120 1 1.049 0.139 -0.724 14.27 13. 68 1.32 2 75 19.63 2.50 32T 7.00 120 1 1.049 0.125 -0.724 12.75 12.28 1.19 1 76 19.72 2.50 32T 7.00 120 1 1.049 0.127 -0.724 12.88 12.40 1.20 0 77 20.08 2.50 32T 7.00 120 1 1.049 0.131 -0.724 13.37 12.85 1.24 9 78 20.76 2.50 32T 7.00 120 1 1.049 0.139 -0.724 14.34 13.74 1.32 8 79 21.66 2.50 32T 7.00 120 1 1.049 0.150 -0.724 15. 66 14.95 1.43 3 74 21.56 3.00 32T 7 .00 120 1 1.049 0.149 -0.724 15.58 14 .82 1.49 Yankee Sprinkler Co. , Inc. • 612 Rear Plymouth Street, Suite #1 4756, CCC - Assembly #102 9/15/22 PAGE 3 FITTING Equivalent Length per NFPA 13 2013, Table 23.4.3.1.1 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T' /Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve ROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIG. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) A MAX. VELOCITY OF 16.04 ft./sec. OCCURS BETWEEN REF. PT. 51 AND 58 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. WATER SUPPLY/DEMAND GRAPH Y-4756, CCC -Assembly #1 a2 9/15/22 150.00 140.00 130.00 120.00 ' 110.00 3 100.00 • 90.00 3 80.00 3 70.00 60.00 9 50.00 • 40.00 30.00 20.00 10.00 0.00 2000 0 500 1000 1500 0 Supply: 56.00 psi @ 1125.00 gpm FLOW ED Demand: 48.89 psi @ 541.63 gpm Sprinkler-CALL 7.2 Win rC1fi YANKEE SPRINKLER COMPANY Hydraulic Calculations For Project Name: Cape Cod Collaborative Location: 1175 Route 28, Yarmouth, MA 02664 Drawing Number: Y-4756 Date: 9/15/2022 Design Information: Remote Area number: 2 of 4 Remote Area Location: Middle School #205 Occupancy Classification: Light Hazard Density: 0.1 gpm/ft2 Area of application: 985ft2 Coverage per sprinkler: 196 ft2 Type of sprinklers calculated: Quick Response, Standard Spray Number of sprinklers calculated: 13 In Rack sprinkler demand: Ogallons Hose stream allowance: 100 gpm Total Water Required (Including hose streams): 364.94gpm @ 45.94psi Type of System: Wet Volume of dry or pre-action system: gallons Water Supply Information: Date: 6/15/2022 @ 1:30 P.M. Location: The flow hydrant was the one in front of the building. The pressure hydrant was the one at the street. Source: Static = 71 psi, Residual = 56 psi, Flow = 1125 gpm Name of Contractor: Yankee Sprinkler Co., Inc. Address: 612 Rear Plymouth Street, Suite#1, East Bridgewater, MA 02333 Phone Number: 508-378-7212 Name of Designer: Stephen Nelson,PE Authority having jurisdiction: YFD Notes: (Including peaking information or gridded systems here) ..0 OF M9s,o, eSTEPHEN .14't NELSON FIRE PROTECTION y No. 41842 612 Rear Plymouth Street,Suite#1 •East Bridgewater,Massachusetts 02333 } Digitally signed by Phone(508)378-7212•Fax(508)378-7215 l e en Stephen Nelson,PI Nelson, PE 1441182o°one Yankee Sprinkler Co., Inc. 612 Rear Plymouth Street, Suite #1 East Bridgewater, Massachusetts 02333 HYDRAULIC CALCULATIONS COVER SHEET 4756, CCC - Middle School #205 9/15/2022 WATER SUPPLY TATIC PRESSURE (psi) 71 ESIDUAL PRESSURE (psi) 56 ESIDUAL FLOW (gpm) 1125 BOOSTER PUMPS UMBER OF BOOSTER PUMPS 0 SPRINKLERS AXIMUM SPACING OF SPRINKLERS (ft) 14 AXIMUM SPACING OF SPRINKLER LINES (ft) 14 PECIFIED DISCHARGE DENSITY (gpm/sq. ft. ) .1 HIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .1 gpm/sq. ft. OR A DESIGN AREA OF 985 SQ. FT. OF FLOOR AREA HIS SYSTEM OPERATES AT A FLOW OF 264 .94 gpm AT A PRESSURE OF 37.11 psi T THE BASE OF THE RISER (REF. PT. 4) IPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 001 SCHEDULE 40 002 SCHEDULE 10 MBER 1 Y-4756, CCC - Middle School #205 9/15/2022 [x] A Backflow Preventer [ ] Meter [ ] Detector Check Valve [ ] Other Is Located At Ref Pt. 3 With a Friction Loss of 6 The size of the Design Area is: 985 The Reference Point at the Base of the Riser is: 4 SPACING OF No. of ne ST. RES. FLOW ELEV. HOSE C DEN. HEADS LINES SPKLR'S PUMPS psi psi gpm ft gpm gpm/sq.ft ft ft gpm 71 56 1125 0 100 140 0. 1 14 14 19. 60 0 ADDITIONAL FLOWS: ONE NE NO.OF 1stEND 2ndEND PIPE DIA. FITTINGS LENGTH ELEVATION C-FACTOR ). PIPES REF.PT. REF.PT. TYPE CODE 8 1 1 2 111 10 352 300 3 140 9 1 2 3 1 08 0 0. 75 0 120 0 1 3 4 1 08 35 1 1 120 1 1 4 5 2 08 62 5. 67 5. 67 120 2 1 5 6 2 08 3 20 0 120 3 1 6 7 2 08 332 196 0 120 4 1 7 8 2 06 3 8 0 120 5 1 8 9 2 06 322 16.5 13. 5 120 6 1 9 10 2 06 2 40.5 0 120 7 1 10 11 2 06 0 7. 5 0 120 8 1 11 12 2 06 0 2 0 120 9 1 12 13 2 06 0 8 0 120 0 1 13 14 2 06 0 1. 5 0 120 1 1 14 15 2 06 0 1. 67 0 120 2 1 15 30 1 01 3222T 11 . 67 -2 .25 120 3 1 14 16 1 03 3 2.5 0 120 4 1 16 17 1 03 0 9. 4 0 120 5 1 17 18 1 03 0 13.4 0 120 6 1 18 31 1 01 32T 2 . 5 -0. 75 120 7 1 17 32 1 01 32T 3. 5 -2 .25 120 8 1 16 33 1 01 32T 3 -0.75 120 9 1 13 19 1 03 3 3.25 0 120 0 1 19 20 1 03 0 5.2 0 120 1 1 20 36 1 01 32T 2 -0. 75 120 2 1 19 34 1 01 32T 4 -3.25 120 3 1 19 35 1 01 32T 6.25 -3.25 120 4 1 12 21 1 03 3 7 . 75 0 120 5 1 21 22 1 03 0 5. 5 0 120 6 1 22 23 1 03 0 12 0 120 7 1 23 39 1 01 32T 2 -0. 75 120 8 1 22 38 1 01 32T 2 -0. 75 120 9 1 21 37 1 01 32T 5 -3.25 120 0 1 11 25 1 03 3 3.25 0 120 1 1 25 26 1 03 0 5.2 0 120 2 1 26 41 1 01 32T 2 -0.75 120 3 1 25 40 1 01 32T 4 -3.25 120 4 1 10 24 1 03 3 2.5 0 120 5 1 24 42 1 01 32T 3.75 -0. 75 120 Sprinkler Design Area No. 1 NE K NUM Ref. K NUM Ref. K NUM Ref. K NUM Ref. Yankee Sprinkler Co. , Inc. 612 Rear Plymouth Street, Suite #1 4756, CCC - Middle School #205 9/15/2022 PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY THE FOLLOWING SPRINKLERS ARE OPERATING IN: ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [x] REMOTE AREA Elevation of sprinklers = Elevation above water test. EF. PT. K ELEV. FLOW PRESSURE ft gpm psi 30 5.60 20.92 20.25 13.08 31 5. 60 22.42 19.70 12.37 32 5.60 20. 92 20.23 13.05 33 5.60 22.42 20.20 13.01 34 5. 60 19. 92 20.77 13.76 35 5.60 19. 92 20.55 13.47 36 5.60 22.42 20.14 12.94 37 5.60 19.92 20.45 13.33 38 5.60 22.42 19.72 12.40 39 5.60 22.42 19.60 12.25 40 5. 60 19. 92 21.37 14.56 41 5.60 22.42 20.73 13.70 42 5.60 22.42 21.24 14 .38 E SPRINKLER SYSTEM FLOW IS 264. 94 gpm E OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 100.00 gpm ] THE INSIDE HOSE [ ] RACK SPKLR'S. ] YARD HYDT. FLOW IS 0.00 gpm E MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.100 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- ATIC PRESSURE 71.00 psi SIDUAL PRESSURE 56.00 psi AT 1125.00 gpm TAL SYSTEM FLOW 364.94 gpm AILABLE PRESSURE 69.14 psi AT 364.94 gpm ERATING PRESSURE 45. 94 psi AT 364 .94 gpm ESSURE REMAINING 23.20 psi E ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 3 FOR A ] BACKFLOW PREVENTER [ ] METER ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Yankee Sprinkler Co. , Inc. 612 Rear Plymouth Street, Suite #1 4756, CCC - Middle School #205 9/15/2022 PAGE 2 FITTING Equivalent Length per NFPA 13 2013, Table 23.4 .3.1.1 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve ROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 264.94 300.00 352 72.59 140 111 6.400 0.002 1.300 45. 94 43.99 0. 65 2 3 264.94 0.75 0 0.00 120 1 4.026 0.022 0.000 43. 99 43. 97 0.02 3 4 264. 94 1.00 35 18.00 120 1 4.026 0.022 0.433 43. 97 37.11 6.42 4 5 264 .94 5.67 62 38.02 120 2 4.260 0.017 2.457 37. 11 33. 92 0.74 5 6 264. 94 20.00 3 21.12 120 2 4.260 0.017 0.000 33. 92 33.23 0.69 6 7 264.94 196.00 332 51.22 120 2 4.260 0.017 0.000 33.23 29.08 4.15 7 8 264. 94 8.00 3 17.42 120 2 3.260 0.062 0.000 29.08 27.50 1.58 8 9 264.94 16.50 322 30.82 120 2 3.260 0.062 5.850 27.50 18.71 2.94 9 10 264. 94 40.50 2 6.70 120 2 3.260 0.062 0.000 18.71 15.78 2.93 0 11 243.71 7.50 0 0.00 120 2 3.260 0.053 0.000 15.78 15.38 0.40 1 12 201.61 2.00 0 0.00 120 2 3.260 0.037 0.000 15.38 15.27 0.11 2 13 141.85 8.00 0 0.00 120 2 3.260 0.020 0.000 15.27 15.12 0.15 3 14 80.38 1.50 0 0.00 120 2 3.260 0.007 0.000 15.12 15.11 0.01 4 15 20.25 1.67 0 0.00 120 2 3.260 0.001 0.000 15. 11 15.11 0.00 5 30 20.25 11. 67 3222T 11.00 120 1 1.049 0.133 -0.975 15.11 13.08 3.01 4 16 60.13 2.50 3 6.40 120 1 1.610 0.124 0.000 15. 11 14.01 1.11 6 17 39. 93 9.40 0 0.00 120 1 1. 610 0.058 0.000 14.01 13.47 0.54 7 18 19.70 13.40 0 0.00 120 1 1.610 0.016 0.000 13.47 13.24 0.23 8 31 19.70 2.50 32T 7.00 120 1 1.049 0.126 -0.325 13.24 12.37 1.20 7 32 20.23 3.50 32T 7.00 120 1 1.049 0.133 -0. 975 13.47 13.05 1.39 6 33 20.20 3.00 32T 7.00 120 1 1.049 0.132 -0.325 14 .01 13.01 1.32 3 19 61.47 3.25 3 6.40 120 1 1.610 0.129 0.000 15. 12 13.88 1.24 9 20 20.14 5.20 0 0.00 120 1 1. 610 0.016 0.000 13.88 13.80 0.08 0 36 20.14 2.00 32T 7.00 120 1 1.049 0.132 -0.325 13.80 12. 94 1.18 9 34 20.77 4.00 32T 7.00 120 1 1.049 0.139 -1.408 13.88 13.76 1.53 9 35 20.55 6.25 32T 7.00 120 1 1.049 0.137 -1.408 13.88 13.47 1.82 2 21 59.76 7.75 3 6.40 120 1 1.610 0.122 0.000 15.27 13.54 1.73 1 22 39.32 5.50 0 0.00 120 1 1.610 0.056 0.000 13.54 13.21 0.33 2 23 19.60 12.00 0 0.00 120 1 1.610 0.016 0.000 13.21 13.05 0.16 3 39 19.60 2.00 32T 7.00 120 1 1.049 0.125 -0.325 13.05 12.25 1.13 2 38 19.72 2.00 32T 7.00 120 1 1.049 0.126 -0.325 13.21 12.40 1.14 1 37 20.45 5.00 32T 7.00 120 1 1.049 0.135 -1.408 13.54 13.33 1.62 1 25 42.10 3.25 3 6.40 120 1 1.610 0.064 0.000 15.38 14.76 0.62 5 26 20.73 5.20 0 0.00 120 1 1.610 0.017 0.000 14 .76 14 .62 0.14 6 41 20.73 2.00 32T 7.00 120 1 1.049 0.139 -0.325 14. 62 13.70 1.25 5 40 21.37 4.00 32T 7.00 120 1 1.049 0.147 -1.408 14 .76 14 .56 1.61 0 24 21.24 2.50 3 6.40 120 1 1.610 0.018 0.000 15.78 15.62 0.16 4 42 21.24 3.75 32T 7.00 120 1 1.049 0.145 -0.325 15. 62 14 .38 1.56 Yankee Sprinkler Co., Inc. 612 Rear Plymouth Street, Suite #1 4756, CCC - Middle School #205 9/15/2022 PAGE 3 FITTING Equivalent Length per NFPA 13 2013, Table 23.4 .3.1.1 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T' /Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve ROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIG. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) A MAX. VELOCITY OF 10.18 ft./sec. OCCURS BETWEEN REF. PT. 9 AND 10 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. WATER SUPPLY/DEMAND GRAPH Y-4756, CCC - Middle School U205 9/15/2022 150.00 140.00 130.00 120.00 110.00 3 100.00 90.00 3 80.00 3 70.00 -a 60.00 3 50.00 A® 40.00 ' 30.00 20.00 10.00 0.00 0 500 1000 1500 2000 0 Supply: 56.00 psi @ 1125.00 gpm FLOW El) Demand: 45.94 psi @ 364.94 gpm prinkler-- AL 7.2 Win ATO !`1 YANKEE SPRINKLER COMPANY 1 Hydraulic Calculations For Project Name: Cape Cod Collaborative Location: 1175 Route 28, Yarmouth, MA 02664 Drawing Number: Y-4756 Date: 9/15/2022 Design Information: Remote Area number: 3 of 4 Remote Area Location: Unused Attic Occupancy Classification: Light Hazard Density: 0.1 gpm/ft2 Area of application: 2535 ft2 Coverage per sprinkler: 118ft2 Type of sprinklers calculated: Quick Response, Standard Spray Number of sprinklers calculated: 30 In Rack sprinkler demand: Ogallons Hose stream allowance: 100 gpm Total Water Required (Including hose streams): 508.95gpm @ 55.29psi Type of System: Dry Volume of dry or pre-action system: 508 gallons Water Supply Information: Date: 6/15/2022 @ 1:30 P.M. Location: The flow hydrant was the one in front of the building. The pressure hydrant was the one at the street. Source: Static = 71 psi, Residual = 56 psi, Flow = 1125 gpm Name of Contractor: Yankee Sprinkler Co., Inc. Address: 612 Rear Plymouth Street, Suite#1, East Bridgewater, MA 02333 Phone Number: 508-378-7212 Name of Designer: Stephen Nelson,PE Authority having jurisdiction: YFD Notes: (Including peaking information or gridded systems here) ��\'‘� OF ss9c STEPHEN y% NELSON WI 3 FIRE PROTECTION No.41842 -41570NAL ����Q 612 Rear Plymouth Street,Suite#1 •East Bridgewater,Massachusetts 02333 Stephen Digitally signed by Phone(508)378-7212•Fax(508)378-7215 Stephen Nelson,PI Nelson, PE Date:2022.09.22 14:40:49-04'00' Yankee Sprinkler Co., Inc. 612 Rear Plymouth Street, Suite #1 East Bridgewater, Massachusetts 02333 HYDRAULIC CALCULATIONS COVER SHEET 4756, CCC - Unused Attic, Regular Sprinklers 9/15/2022 WATER SUPPLY TATIC PRESSURE (psi) 71 ESIDUAL PRESSURE (psi) 56 ESIDUAL FLOW (gpm) 1125 BOOSTER PUMPS UMBER OF BOOSTER PUMPS 0 SPRINKLERS AXIMUM SPACING OF SPRINKLERS (ft) 14 .75 AXIMUM SPACING OF SPRINKLER LINES (ft) 8 PECIFIED DISCHARGE DENSITY (gpm/sq. ft. ) .1 HIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .1 gpm/sq. ft. OR A DESIGN AREA OF 2535 SQ. FT. OF FLOOR AREA HIS SYSTEM OPERATES AT A FLOW OF 408.95 gpm AT A PRESSURE OF 44 .69 psi T THE BASE OF THE RISER (REF. PT. 0100) IPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 001 SCHEDULE 40 002 SCHEDULE 10 MBER 1 Y-4756, CCC - Unused Attic, Regular Sprinklers 9/15/2022 [x] A Backflow Preventer [ ] Meter [ ] Detector Check Valve [ ] Other Is Located At Ref Pt. 3 With a Friction Loss of 6 The size of the Design Area is: 2535 The Reference Point at the Base of the Riser is: 100 SPACING OF No. of ne ST. RES. FLOW ELEV. HOSE C DEN. HEADS LINES SPKLR'S PUMPS psi psi gpm ft gpm gpm/sq. ft ft ft gpm 71 56 1125 0 100 140 0 . 1 14 .75 8 11. 80 0 ADDITIONAL FLOWS: ONE NE NO.OF 1stEND 2ndEND PIPE DIA. FITTINGS LENGTH ELEVATION C-FACTOR ). PIPES REF.PT. REF.PT. TYPE CODE 8 1 1 2 111 10 352 300 3 140 9 1 2 3 1 08 0 0. 75 0 120 0 1 3 100 1 08 24 9 1 120 1 1 100 101 2 08 62 5 5 100 2 1 101 102 2 08 222 19 0 100 3 1 102 103 2 08 2 16 16 100 4 1 103 104 2 08 2 196 0 100 5 1 104 105 2 08 0 12 .5 0 100 6 1 105 106 2 08 0 11 0 100 7 1 106 107 2 08 0 13 0 100 8 1 107 108 1 04 33T 4 4 100 9 1 106 109 1 04 33T 11.25 11 .25 100 0 1 105 110 1 04 33T 17 .3 17 . 3 100 1 1 104 111 1 04 33T 11 .25 11 .25 100 2 1 108 123 1 04 0 3 0 100 3 1 123 122 1 04 0 7 0 100 4 1 122 121 1 04 0 7 0 100 5 1 121 120 1 04 0 7 0 100 6 1 108 124 1 04 0 5 0 100 7 1 124 125 1 04 0 8 0 100 8 1 125 126 1 04 0 8 0 100 9 1 126 127 1 04 0 8 0 100 0 1 109 131 1 04 0 3 0 100 1 1 131 130 1 04 0 7 0 100 2 1 130 129 1 04 0 7 0 100 3 1 129 128 1 04 0 7 0 100 4 1 129 132 1 04 0 5 0 100 5 1 132 133 1 04 0 8 0 100 6 1 133 134 1 04 0 8 0 100 7 1 134 135 1 04 0 8 0 100 8 1 110 139 1 04 0 3 0 100 9 1 139 138 1 04 0 7 0 100 0 1 138 137 1 04 0 7 0 100 1 1 137 136 1 04 0 7 0 100 2 1 110 140 1 04 0 5 0 100 3 1 140 141 1 04 0 8 0 100 4 1 141 142 1 04 0 8 0 100 5 1 142 143 1 04 0 8 0 100 6 1 111 146 1 04 0 5 0 100 7 1 146 147 1 04 0 8 0 100 8 1 147 148 1 04 0 8 0 100 9 1 148 149 1 04 0 8 0 100 1 1 145 144 1 04 0 7 0 100 Sprinkler Design Area No. 1 NE K NUM Ref. K NUM Ref. K NUM Ref. K NUM Ref. 9 4 .2 30 120 Yankee Sprinkler Co. , Inc. 612 Rear Plymouth Street, Suite #1 4756, CCC - Unused Attic, Regular Sprinklers 9/15/2022 PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY THE FOLLOWING SPRINKLERS ARE OPERATING IN: ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [x] REMOTE AREA Elevation of sprinklers = Elevation above water test. EF. PT. K ELEV. FLOW PRESSURE ft gpm psi 120 4 .20 29.00 15.42 13.48 121 4.20 29.00 15.44 13.51 122 4.20 29.00 15.50 13. 61 123 4.20 29.00 15. 65 13.88 124 4.20 29.00 15.57 13.74 125 4.20 29.00 15.41 13.47 126 4.20 29.00 15.35 13.36 127 4.20 29.00 15.33 13.33 128 4.20 36.25 12.79 9.27 129 4.20 36.25 12.79 9.28 130 4.20 36.25 13.16 9.82 131 4.20 36.25 13.66 10.57 132 4.20 36.25 12.67 9.10 133 4.20 36.25 12.55 8.93 134 4.20 36.25 12.49 8.84 135 4.20 36.25 12.46 8.80 136 4.20 42.30 11.86 7. 97 137 4.20 42.30 11.87 7. 99 138 4.20 42.30 11. 93 8.07 139 4.20 42.30 11.99 8.14 140 4.20 42.30 11. 96 8.11 141 4.20 42.30 11.88 8.00 142 4.20 42.30 11.80 7.89 143 4.20 42.30 11.79 7.88 144 4.20 36.25 14. 69 12.23 145 4.20 36.25 14 .69 12.24 146 4.20 36.25 14.70 12.25 147 4.20 36.25 14.56 12.02 148 4.20 36.25 14 .51 11.93 149 4.20 36.25 14.47 11.87 E SPRINKLER SYSTEM FLOW IS 408. 95 gpm E OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 100.00 gpm ] THE INSIDE HOSE [ ] RACK SPKLR'S. ] YARD HYDT. FLOW IS 0.00 gpm Yankee Sprinkler Co. , Inc. 612 Rear Plymouth Street, Suite #1 4756, CCC - Unused Attic, Regular Sprinklers 9/15/2022 PAGE 2 E MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.100 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- ATIC PRESSURE 71.00 psi SIDUAL PRESSURE 56.00 psi AT 1125.00 gpm TAL SYSTEM FLOW 508. 95 gpm AILABLE PRESSURE 67.55 psi AT 508.95 gpm ERATING PRESSURE 55.29 psi AT 508.95 gpm ESSURE REMAINING 12.26 psi E ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 3 FOR A ] BACKFLOW PREVENTER [ ] METER ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Yankee Sprinkler Co. , Inc. 612 Rear Plymouth Street, Suite #1 4756, CCC - Unused Attic, Regular Sprinklers 9/15/2022 PAGE 3 FITTING Equivalent Length per NFPA 13 2013, Table 23.4.3.1.1 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve ROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 408.95 300.00 352 72.59 140 111 6.400 0.004 1.300 55.29 52.54 1.46 2 3 408.95 0.75 0 0.00 120 1 4.026 0.050 0.000 52.54 52.50 0.04 3 100 408. 95 9.00 24 18.80 120 1 4.026 0.050 0.433 52.50 44.69 7.38 0 101 408.95 5.00 62 27.12 100 2 4.260 0.053 2.167 44 . 69 40.82 1.70 1 102 408.95 19.00 222 19.22 100 2 4.260 0.053 0.000 40.82 38.79 2.03 2 103 408.95 16.00 2 6.41 100 2 4.260 0.053 6.933 38.79 30.68 1.18 3 104 408. 95 196.00 2 6.41 100 2 4.260 0.053 0.000 30. 68 19. 98 10.70 4 105 321.32 12.50 0 0.00 100 2 4.260 0.034 0.000 19. 98 19.53 0.45 5 106 226.24 11.00 0 0.00 100 2 4.260 0.018 0.000 19.53 19.39 0.14 6 107 123. 67 13.00 0 0.00 100 2 4.260 0.006 0.000 19.39 19.34 0.05 7 108 123.67 4 .00 33T 14.27 100 1 2.067 0.195 1.733 19.34 14 .04 3.57 6 109 102.57 11.25 33T 14 .27 100 1 2.067 0.138 4 .875 19.39 10.99 3.52 5 110 95.08 17.30 33T 14.27 100 1 2.067 0.120 7.497 19.53 8.24 3.79 4 111 87. 63 11.25 33T 14 .27 100 1 2.067 0.103 4 .875 19. 98 12.47 2.63 8 123 62.00 3.00 0 0.00 100 1 2.067 0.054 0.000 14 .04 13.88 0.16 3 122 46.36 7.00 0 0.00 100 1 2.067 0.032 0.000 13.88 13.61 0.26 2 121 30.86 7.00 0 0.00 100 1 2.067 0.015 0.000 13. 61 13.51 0.10 1 120 15.42 7.00 0 0.00 100 1 2.067 0.004 0.000 13.51 13.48 0.03 8 124 61.67 5.00 0 0.00 100 1 2.067 0.054 0.000 14 .04 13.74 0.30 4 125 46.10 8.00 0 0.00 100 1 2.067 0.031 0.000 13.74 13.47 0.27 5 126 30.68 8.00 0 0.00 100 1 2.067 0.015 0.000 13.47 13.36 0.11 6 127 15.33 8.00 0 0.00 100 1 2.067 0.004 0.000 13.36 13.33 0.03 9 131 102.57 3.00 0 0.00 100 1 2.067 0.138 0.000 10. 99 10.57 0.41 1 130 88. 91 7.00 0 0.00 100 1 2.067 0.106 0.000 10.57 9.82 0.75 0 129 75.75 7.00 0 0.00 100 1 2.067 0.079 0.000 9.82 9.28 0.54 9 128 12.79 7.00 0 0.00 100 1 2.067 0.003 0.000 9.28 9.27 0.01 9 132 50.17 5.00 0 0.00 100 1 2.067 0.037 0.000 9.28 9.10 0.17 2 133 37.50 8.00 0 0.00 100 1 2.067 0.021 0.000 9.10 8.93 0.18 3 134 24.95 8.00 0 0.00 100 1 2.067 0.010 0.000 8. 93 8.84 0.09 4 135 12.46 8.00 0 0.00 100 1 2.067 0.003 0.000 8.84 8.80 0.03 0 139 47.65 3.00 0 0.00 100 1 2.067 0.033 0.000 8.24 8.14 0.10 9 138 35.66 7.00 0 0.00 100 1 2.067 0.020 0.000 8.14 8.07 0.07 8 137 23.74 7.00 0 0.00 100 1 2.067 0.009 0.000 8.07 7. 99 0.08 7 136 11.86 7.00 0 0.00 100 1 2.067 0.003 0.000 7. 99 7.97 0.02 0 140 47.43 5.00 0 0.00 100 1 2.067 0.033 0.000 8.24 8.11 0.13 0 141 35.47 8.00 0 0.00 100 1 2.067 0.019 0.000 8.11 8.00 0.11 1 142 23.59 8.00 0 0.00 100 1 2.067 0.009 0.000 8.00 7.89 0.11 2 143 11.79 8.00 0 0.00 100 1 2.067 0.003 0.000 7.89 7.88 0.01 1 146 58.25 5.00 0 0.00 100 1 2.067 0.048 0.000 12.47 12.25 0.21 6 147 43.54 8.00 0 0.00 100 1 2.067 0.028 0.000 12.25 12.02 0.23 7 148 28. 98 8.00 0 0.00 100 1 2.067 0.013 0.000 12.02 11.93 0.09 Yankee Sprinkler Co., Inc. 612 Rear Plymouth Street, Suite #1 4756, CCC - Unused Attic, Regular Sprinklers 9/15/2022 PAGE 4 FITTING Equivalent Length per NFPA 13 2013, Table 23.4 .3.1.1 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve ROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 8 149 14.47 8.00 0 0.00 100 1 2.067 0.004 0.000 11. 93 11.87 0.06 1 145 29.38 17.00 0 0.00 100 1 2.067 0.014 0.000 12.47 12.24 0.23 5 144 14.69 7.00 0 0.00 100 1 2.067 0.004 0.000 12.24 12.23 0.00 A MAX. VELOCITY OF 11.82 ft./sec. OCCURS BETWEEN REF. PT. 107 AND 108 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. WATER SUPPLY/DEMAND GRAPH Y-4756, CCC -Unused Attic, Regular Sprinklers 9/15/2022 150.00 140.00 130.00 120.00 ' 110.00 9 100.00 90.00 3 80.00 3 70.00 3 60.00 ---` 9 50.00 El) 40.00 30.00 20.00 10.00 0.00 0 500 1000 1500 2000 0 Supply: 56.00 psi @ 1125.00 gpm ED Demand: 55.29 psi @ 508.95 gpm FLOW Sprinkler-- AL 7.2 Win YANKEE SPRINKLER COMPANY 1 j ki4 Hydraulic Calculations For Project Name: Cape Cod Collaborative Location: 1175 Route 28, Yarmouth, MA 02664 Drawing Number: Y-4756 Date: 9/15/2022 Design Information: Remote Area number: 3 of 4 Remote Area Location: Unused Attic Occupancy Classification: Light Hazard Density: 0.1 gpm/ft2 Area of application: 7 Sprinklers ft2 Coverage per sprinkler: 378 ft2 Type of sprinklers calculated: Attic Sprinklers Number of sprinklers calculated: 7 In Rack sprinkler demand: Ogallons Hose stream allowance: 100 gpm Total Water Required (Including hose streams): 374.91 gpm @ 57.77 psi Type of System: Dry Volume of dry or pre-action system: 508 gallons Water Supply Information: Date: 6/15/2022 @ 1:30 P.M. Location: The flow hydrant was the one in front of the building. The pressure hydrant was the one at the street. Source: Static = 71 psi, Residual = 56 psi, Flow = 1125 gpm Name of Contractor: Yankee Sprinkler Co.,Inc. Address: 612 Rear Plymouth Street,Suite#1, East Bridgewater, MA 02333 Phone Number: 508-378-7212 Name of Designer: Stephen Nelson,PE Authority having jurisdiction: YFD Notes: (Including peaking information or gridded systems here) 612 Rear Plymouth Street,Suite#1 •East Bridgewater,Massachusetts 02333 Phone(508)378-7212•Fax(508)378-7215 Yankee Sprinkler Co. , Inc. 612 Rear Plymouth Street, Suite #1 East Bridgewater, Massachusetts 02333 HYDRAULIC CALCULATIONS COVER SHEET 4756, CCC - Unused Attic, Attic sprinklers 9/15/2022 WATER SUPPLY TATIC PRESSURE (psi) 71 ESIDUAL PRESSURE (psi) 56 ESIDUAL FLOW (gpm) 1125 BOOSTER PUMPS UMBER OF BOOSTER PUMPS 0 SPRINKLERS INIMUM FLOW PER SPRINKLER (gpm) 38.04 INIMUM PRESSURE PER SPRINKLER (psi) 22.61 HIS SYSTEM OPERATES AT A FLOW OF 274.91 gpm AT A PRESSURE OF 48.66 psi T THE BASE OF THE RISER (REF. PT. %100) IPES USED FOR THIS SYSTEM 111 DUCTILE IRON (350) 001 SCHEDULE 40 002 SCHEDULE 10 MBER 1 Y-4756, CCC - Unused Attic, Attic sprinklers 9/15/2022 [x] A Backflow Preventer [ ] Meter [ ] Detector Check Valve [ ] Other Is Located At Ref Pt. 3 With a Friction Loss of 6 The size of the Design Area is: The Reference Point at the Base of the Riser is: 100 SPACING OF No. of ne ST. RES. FLOW ELEV. HOSE C DEN. HEADS LINES SPKLR'S PUMPS psi psi gpm ft gpm gpm/sq.ft ft ft gpm 71 56 1125 0 100 140 38 . 04 0 ADDITIONAL FLOWS: ONE NE NO.OF 1stEND 2ndEND PIPE DIA. FITTINGS LENGTH ELEVATION C-FACTOR ). PIPES REF.PT. REF.PT. TYPE CODE 8 1 1 2 111 10 352 300 3 140 9 1 2 3 1 08 0 0.75 0 120 0 1 3 100 1 08 24 9 1 120 1 1 100 101 2 08 62 5 5 100 2 1 101 102 2 08 222 19 0 100 3 1 102 103 2 08 2 16 16 100 4 1 103 200 2 08 2 28 .5 0 100 5 1 200 201 2 08 0 3. 3 0 100 6 1 201 202 2 08 3 6.75 0 100 7 1 202 203 2 05 33 12.5 12. 5 100 8 1 203 204 2 05 0 3. 6 0 100 9 1 204 205 2 05 0 6 0 100 0 1 205 206 2 05 0 6 0 100 1 1 206 220 1 03 3T 1.5 1.5 100 2 1 205 221 1 03 3T 1. 5 1.5 100 3 1 204 222 1 03 3T 1. 5 1. 5 100 4 1 207 223 1 03 3T 1.5 1.5 100 5 1 208 224 1 03 3T 1. 5 1 . 5 100 6 1 209 225 1 03 3T 1.5 1.5 100 7 1 200 210 2 08 3 6. 75 0 100 8 1 210 211 2 05 33 3. 1 3. 1 100 9 1 211 212 2 05 0 14 .3 0 100 0 1 212 226 1 03 3T 1. 5 1. 5 100 1 1 203 207 2 05 0 2.4 0 100 2 1 207 208 2 05 0 5 0 100 3 1 208 209 2 05 0 5 0 100 Sprinkler Design Area No. 1 NE K NUM Ref. K NUM Ref. K NUM Ref. K - NUM Ref. 9 8 . 0 7 220 Yankee Sprinkler Co. , Inc. 612 Rear Plymouth Street, Suite #1 4756, CCC - Unused Attic, Attic sprinklers 9/15/2022 PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [x] REMOTE AREA Elevation of sprinklers = Elevation above water test. EF. PT. K ELEV. FLOW PRESSURE ft gpm psi 220 8.00 39.00 38.04 22. 61 221 8.00 39.00 38.07 22.64 222 8.00 39.00 38.18 22.77 223 8.00 39.00 38.24 22.84 224 8.00 39.00 38.14 22.73 225 8.00 39.00 38.12 22.70 226 8.00 29.60 46.13 33.24 E SPRINKLER SYSTEM FLOW IS 274.91 gpm E OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 100.00 gpm ] THE INSIDE HOSE [ ] RACK SPKLR'S. ] YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- 1 ATIC PRESSURE 71.00 psi SIDUAL PRESSURE 56.00 psi AT 1125.00 gpm TAL SYSTEM FLOW 374. 91 gpm AILABLE PRESSURE 69.04 psi AT 374.91 gpm ERATING PRESSURE 57.77 psi AT 374.91 gpm ESSURE REMAINING 11.27 psi E ABOVE RESULTS INCLUDE 6.00 psi FRICTION LOSS AT REF. PT. # 3 FOR A ] BACKFLOW PREVENTER [ ] METER ] DETECTOR CHECK VALVE [ ] OTHER DEVICE Yankee Sprinkler Co. , Inc. 612 Rear Plymouth Street, Suite #1 4756, CCC - Unused Attic, Attic sprinklers 9/15/2022 PAGE 2 FITTING Equivalent Length per NFPA 13 2013, Table 23.4 .3.1.1 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve ROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIG. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 274.91 300.00 352 72.59 140 111 6.400 0.002 1.300 57.77 55.77 0.70 2 3 274 .91 0.75 0 0.00 120 1 4.026 0.024 0.000 55.77 55.75 0.02 3 100 274 .91 9.00 24 18.80 120 1 4.026 0.024 0.433 55.75 48.66 6. 66 0 101 274. 91 5.00 62 27.12 100 2 4.260 0.025 2.167 48.66 45. 68 0.81 1 102 274.91 19.00 222 19.22 100 2 4.260 0.025 0.000 45. 68 44.71 0.97 2 103 274 .91 16.00 2 6.41 100 2 4.260 0.025 6. 933 44.71 37.28 0.50 3 200 274. 91 28.50 2 6.41 100 2 4.260 0.025 0.000 37.28 36.39 0.88 0 201 228.79 3.30 0 0.00 100 2 4.260 0.018 0.000 36.39 36.25 0.14 1 202 228.79 6.75 3 15.07 100 2 4.260 0.018 0.000 36.25 35.86 0.39 2 203 228.79 12.50 33 21.12 100 2 2.635 0.187 5.417 35.86 24.15 6.29 3 204 114.29 3.60 0 0.00 100 2 2.635 0.052 0.000 24 .15 23.96 0.19 4 205 76.11 6.00 0 0.00 100 2 2. 635 0.024 0.000 23. 96 23.83 0.13 5 206 38.04 6.00 0 0.00 100 2 2.635 0.007 0.000 23.83 23.79 0.04 6 220 38.04 1.50 3T 5.71 100 1 1. 610 0.074 0.650 23.79 22.61 0.54 5 221 38.07 1.50 3T 5.71 100 1 1.610 0.074 0. 650 23.83 22. 64 0.54 4 222 38.18 1.50 3T 5.71 100 1 1.610 0.075 0.650 23. 96 22.77 0.54 7 223 38.24 1.50 3T 5.71 100 1 1. 610 0.075 0. 650 24.03 22.84 0.54 8 224 38.14 1.50 3T 5.71 100 1 1.610 0.075 0.650 23. 92 22.73 0.54 9 225 38.12 1.50 3T 5.71 100 1 1.610 0.075 0.650 23.88 22.70 0.54 0 210 46.13 6.75 3 15.07 100 2 4 .260 0.001 0.000 36.39 36.37 0.02 0 211 46.13 3.10 33 21.12 100 2 2.635 0.010 1.343 36.37 34.80 0.23 1 212 46.13 14.30 0 0.00 100 2 2.635 0.010 0.000 34 .80 34 .66 0.14 2 226 46.13 1.50 3T 5.71 100 1 1. 610 0.106 0. 650 34. 66 33.24 0.77 3 207 114.50 2.40 0 0.00 100 2 2.635 0.052 0.000 24 .15 24.03 0.12 7 208 76.26 5.00 0 0.00 100 2 2. 635 0.024 0.000 24.03 23. 92 0.12 8 209 38.12 5.00 0 0.00 100 2 2.635 0.007 0.000 23. 92 23.88 0.03 A MAX. VELOCITY OF 13.45 ft./sec. OCCURS BETWEEN REF. PT. 202 AND 203 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. WATER SUPPLY/DEMAND GRAPH Y-4756, CCC - Unused Attic..Attic sprinklers 9/15/2022 150.00 140.00 130.00 120.00 110.00 3 100.00 90.00 3 80.00 EE gl 40.00 30.00 20.00 10.00 0.00 0 500 1000 1500 2000 0 Supply: 56.00 psi @ 1125.00 gpm FLOW ED Demand: 57.77 psi @ 374.91 gpm Sprinkler-CAL 7.2 Win