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32 Main St Hydraulic Calculations 6-24-16Multi-Use Tenant Renovation Drawing Date:5/24/16 6/24/16 15:39 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Multi-Use Tenant Renovation Location: 32 Main St Northampton, MA. Drawing Date: 5/24/16 Remote Area Number: 1 Contractor: Warehouse Mechanical Contractors, Inc. Telephone:413-536-9222 342 Britton St Chicopee, MA. 01020 Designer: JL Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Occupancy:Light Hazard Reviewing Authorities: __________________________________________________________________________ SYSTEM DESIGN __________________________________________________________________________ Code:NFPA 13 Hazard:Light System Type:WET __________________________________________________________________________ Area of Sprinkler Oper. 900 sq ft| Sprinkler or Nozzle Density (gpm/sq ft) 0.100 | Make: Tyco Area per Sprinkler 157.0 sq ft| Model: TY-FRB Hose Allowance Inside 0 gpm | K-Factor: 5.60 Hose Allowance Outside 100 gpm | Temperature Rating: 155 __________________________________________________________________________ CALCULATION SUMMARY 13 Flowing Outlets gpm Required: 376.9 psi Required: 105.6 @ City Supply __________________________________________________________________________ WATER SUPPLY __________________________________________________________________________ Water Flow Test | Pump Data | Date of Test 7/13 | Rated Capacity 0 gpm | Static Pressure 128.0 psi | Rated Pressure 0.0 psi | Residual Pres 110.0 psi | Elevation 0 | At a Flow of 1480 gpm | Make: | Elevation 0" | Model: | __________________________________________________________________________ Location: Available at point of connection Source of Information: Northampton Water Department __________________________________________________________________________ SYSTEM VOLUME 106 Gallons __________________________________________________________________________ Notes: Multi-Use Tenant Renovation Drawing Date:5/24/16 6/24/16 15:39 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 277 100.2 psi 1 4" Grvd 90 Ell 10' 120 4.026 277 0.2 1 Pipe 4" 10x21 17' 120 4.260 277 0.3 1 4" Grvd Check Valve Tyco CV-1FR CHART LOSS 277 0.6 Elevation Change 1'0" 0.4 Fixed Flow Inside Hose Stream 0 gpm ______ Total Loss for Riser 1.6 psi ______ Hydr Ref R1 Required at Base of Riser 277 101.8 psi 1 4" Grvd Back Flow Valve Wilkins 3 CHART LOSS 277 3.3 1 Pipe 6" DIx18 America DI 350 200' 140 6.338 277 0.4 Fixed Flow Outside Hose Stream 100 gpm ______ Total Loss for Underground 3.7 psi ______ Hydr Ref R2 Required at City Supply 377 105.6 psi Water Source128.0 psi static,110.0 psi residual @ 1480 gpm 377 gpm 126.6 psi ======= SAFETY PRESSURE 21.0 psi Available Pressure of 126.6 psi Exceeds Required Pressure of 105.6 psi This is a safety margin of 21.0 psi or 17 % of Supply Maximum Water Velocity is 21.1 fps Multi-Use Tenant Renovation Drawing Date:5/24/16 6/24/16 15:39 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. __ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = l x 4.52 x (Q/C)^1.85 / ID^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations Multi-Use Tenant Renovation Drawing Date:5/24/16 6/24/16 15:39 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^½)) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1 41.50 5.60 8.6 16.4 14.8 0.26 2 41.50 5.60 9.1 16.9 15.7 0.11 3 41.50 5.60 7.0 14.8 14.8 0.27 4 41.50 5.60 7.6 15.4 14.8 1.29 5 41.50 5.60 9.3 17.1 14.8 0.12 6 41.50 5.60 13.0 20.2 14.8 0.84 7 41.50 5.60 14.6 21.4 14.8 0.34 8 41.50 5.60 14.9 21.6 14.8 0.26 9 41.50 5.60 17.7 23.6 14.8 2.95 10 41.50 5.60 17.6 23.5 14.8 0.28 11 41.50 5.60 24.0 27.4 14.8 0.46 12 41.50 5.60 24.5 27.7 14.8 0.23 13 41.58 5.60 30.3 30.8 14.8 0.26 30 41.50 25.3 31 41.50 18.6 32 41.50 15.8 33 41.00 11.0 34 41.50 10.2 A1 40.75 40.9 A2 11.50 89.4 C1 41.50 25.8 C2 40.75 33.0 C3 40.75 37.5 W 1.00 100.2 Max velocity of 21.09 occurs in the pipe from C1 TO 30 Multi-Use Tenant Renovation Drawing Date:5/24/16 6/24/16 15:39 Tyco Fire Products Page 5 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 3 TO W (PRIMARY PATH) 14.82 1.049 7.98 7.0 7.0 K = 5.60 3 C=120 0.00 0.0 0.0 14.82 0.075 7.98 0.6 7.0 Vel = 5.55 15.43 1.049 1T 4.13 7.6 7.6 K = 5.60 4 C=120 5.00 0.0 0.0 30.25 0.280 9.13 2.6 7.6 Vel = 11.34 33.34 2.067 2E 5.49 10.2 10.2 34 C=120 10.00 0.2 0.0 See PATH 2 63.59 0.041 15.49 0.6 10.2 Vel = 6.14 17.10 2.067 3E 10.52 11.0 11.0 33 C=120 1T 25.00 -0.2 0.0 See PATH 3 80.68 0.063 35.52 2.2 11.0 Vel = 7.79 20.21 2.067 1E 1.83 13.0 13.0 K = 5.60 6 C=120 1T 15.00 0.0 0.0 100.89 0.096 16.83 1.6 13.0 Vel = 9.74 21.42 2.067 1E 3.53 14.6 14.6 K = 5.60 7 C=120 5.00 0.0 0.0 122.32 0.136 8.53 1.2 14.6 Vel = 11.81 21.62 2.067 10.48 15.8 15.8 32 C=120 0.00 0.0 0.0 See PATH 4 143.94 0.184 10.48 1.9 15.8 Vel = 13.90 23.58 2.067 3.52 17.7 17.7 K = 5.60 9 C=120 0.00 0.0 0.0 167.52 0.244 3.52 0.9 17.7 Vel = 16.17 23.46 2.067 1E 6.47 18.6 18.6 31 C=120 1T 15.00 0.0 0.0 See PATH 5 190.98 0.311 21.47 6.7 18.6 Vel = 18.44 27.42 2.067 1.31 25.3 25.3 30 C=120 0.00 0.0 0.0 See PATH 6 218.40 0.399 1.31 0.5 25.3 Vel = 21.09 27.71 2.635 2E 11.95 25.8 25.8 C1 C=120 1T 32.95 0.3 0.0 See PATH 7 246.11 0.152 44.90 6.8 25.8 Vel = 14.62 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Multi-Use Tenant Renovation Drawing Date:5/24/16 6/24/16 15:39 Tyco Fire Products Page 6 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 3 TO W (PRIMARY PATH) 30.80 2.635 1T 7.38 33.0 33.0 C2 C=120 16.47 0.0 0.0 See PATH 8 276.91 0.190 23.85 4.5 33.0 Vel = 16.45 2.635 1T 1.40 37.5 37.5 C3 C=120 16.47 0.0 0.0 276.91 0.190 17.87 3.4 37.5 Vel = 16.45 2.635 9E 65.73 40.9 40.9 A1 C=120 3T 123.56 12.7 0.0 276.91 0.190 189.29 35.9 40.9 Vel = 16.45 3.260 3E 64.01 89.4 89.4 A2 C=120 28.22 4.5 0.0 276.91 0.067 92.24 6.2 89.4 Vel = 10.75 W 276.91 100.2 K = 27.66 PATH 2 FROM HYDRAULIC REFERENCE 1 TO 34 16.41 1.049 1E 4.15 8.6 8.6 K = 5.60 1 C=120 2.00 0.0 0.0 16.41 0.090 6.15 0.6 8.6 Vel = 6.15 16.93 1.049 3.02 9.1 9.1 K = 5.60 2 C=120 0.00 0.0 0.0 33.34 0.335 3.02 1.0 9.1 Vel = 12.50 34 33.34 10.2 K = 10.46 PATH 3 FROM HYDRAULIC REFERENCE 5 TO 33 17.10 1.049 2E 5.99 9.3 9.3 K = 5.60 5 C=120 1T 9.00 0.2 0.0 17.10 0.097 14.99 1.5 9.3 Vel = 6.41 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Multi-Use Tenant Renovation Drawing Date:5/24/16 6/24/16 15:39 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 33 17.10 11.0 K = 5.16 PATH 4 FROM HYDRAULIC REFERENCE 8 TO 32 21.62 1.049 1T 0.90 14.9 14.9 K = 5.60 8 C=120 5.00 0.0 0.0 21.62 0.150 5.90 0.9 14.9 Vel = 8.11 32 21.62 15.8 K = 5.44 PATH 5 FROM HYDRAULIC REFERENCE 10 TO 31 23.46 1.049 1T 0.90 17.6 17.6 K = 5.60 10 C=120 5.00 0.0 0.0 23.46 0.175 5.90 1.0 17.6 Vel = 8.80 31 23.46 18.6 K = 5.44 PATH 6 FROM HYDRAULIC REFERENCE 11 TO 30 27.42 1.049 1T 0.50 24.0 24.0 K = 5.60 11 C=120 5.00 0.0 0.0 27.42 0.233 5.50 1.3 24.0 Vel = 10.28 30 27.42 25.3 K = 5.46 PATH 7 FROM HYDRAULIC REFERENCE 12 TO C1 27.71 1.049 1T 0.50 24.5 24.5 K = 5.60 12 C=120 5.00 0.0 0.0 27.71 0.238 5.50 1.3 24.5 Vel = 10.39 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Multi-Use Tenant Renovation Drawing Date:5/24/16 6/24/16 15:39 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn C1 27.71 25.8 K = 5.46 PATH 8 FROM HYDRAULIC REFERENCE 13 TO C2 30.80 1.049 1E 1.08 30.3 30.3 K = 5.60 13 C=120 1T 7.00 0.4 0.0 30.80 0.289 8.08 2.3 30.3 Vel = 11.55 C2 30.80 33.0 K = 5.37 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Flow (gpm)ISP20406080100120140100150200250300350400450500JobMulti-Use Tenant Renovation32 Main StNorthampton, MA.Remote Area: 1WaterStatic Pres: Resid. Pres: Flow: Date: 7/13Loc: Available at point of con128.0110.01480psipsigpmRequiredPressure: Sys Flow: Sys+Hose: Safety Pres: Hd Elv Pres: 105.627737721.017.5psigpmgpmpsipsiHose AllowanceIn: Out: 0100gpmgpm Supply 17.5 psi 100 gpm hose Multi-Use Tenant Renovation Drawing Date:5/24/16 6/24/16 13:37 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Multi-Use Tenant Renovation Location: 32 Main St Northampton, MA. Drawing Date: 5/24/16 Remote Area Number: 2 Contractor: Warehouse Mechanical Contractors, Inc. Telephone:413-536-9222 342 Britton St Chicopee, MA. 01020 Designer: JL Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Occupancy:Ord Haz 2 Reviewing Authorities: __________________________________________________________________________ SYSTEM DESIGN __________________________________________________________________________ Code:NFPA 13 Hazard:Ord Haz 2 System Type:WET __________________________________________________________________________ Area of Sprinkler Oper. 945 sq ft| Sprinkler or Nozzle Density (gpm/sq ft) 0.200 | Make: Tyco Area per Sprinkler 120.0 sq ft| Model: TY-FRB Hose Allowance Inside 0 gpm | K-Factor: 5.60 Hose Allowance Outside 250 gpm | Temperature Rating: 155 __________________________________________________________________________ CALCULATION SUMMARY 10 Flowing Outlets gpm Required: 519.5 psi Required: 64.1 @ City Supply __________________________________________________________________________ WATER SUPPLY __________________________________________________________________________ Water Flow Test | Pump Data | Date of Test 7/13 | Rated Capacity 0 gpm | Static Pressure 128.0 psi | Rated Pressure 0.0 psi | Residual Pres 110.0 psi | Elevation 0 | At a Flow of 1480 gpm | Make: | Elevation 0" | Model: | __________________________________________________________________________ Location: Available at point of connection Source of Information: Northampton Water Department __________________________________________________________________________ SYSTEM VOLUME 106 Gallons __________________________________________________________________________ Notes: Multi-Use Tenant Renovation Drawing Date:5/24/16 6/24/16 13:37 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 270 58.9 psi 1 4" Grvd 90 Ell 10' 120 4.026 270 0.2 1 Pipe 4" 10x21 17' 120 4.260 270 0.3 1 4" Grvd Check Valve Tyco CV-1FR CHART LOSS 270 0.6 Elevation Change 1'0" 0.4 Fixed Flow Inside Hose Stream 0 gpm ______ Total Loss for Riser 1.6 psi ______ Hydr Ref R1 Required at Base of Riser 270 60.5 psi 1 4" Grvd Back Flow Valve Wilkins 3 CHART LOSS 270 3.3 1 Pipe 6" DIx18 America DI 350 200' 140 6.338 270 0.4 Fixed Flow Outside Hose Allow. 250 gpm ______ Total Loss for Underground 3.7 psi ______ Hydr Ref R2 Required at City Supply 520 64.1 psi Water Source128.0 psi static,110.0 psi residual @ 1480 gpm 520 gpm 125.4 psi ======= SAFETY PRESSURE 61.3 psi Available Pressure of 125.4 psi Exceeds Required Pressure of 64.1 psi This is a safety margin of 61.3 psi or 49 % of Supply Maximum Water Velocity is 23.9 fps Multi-Use Tenant Renovation Drawing Date:5/24/16 6/24/16 13:37 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. __ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = l x 4.52 x (Q/C)^1.85 / ID^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations Multi-Use Tenant Renovation Drawing Date:5/24/16 6/24/16 13:37 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^½)) (PSI) (GPM) (GPM) (GPM/SQ.FT) 14 11.50 19.9 14S 12.00 5.60 19.3 24.6 24.0 0.20 15 11.50 21.8 15S 12.00 5.60 20.5 25.4 24.0 0.21 16 11.50 23.7 16S 12.00 5.60 22.3 26.4 24.0 0.22 17 11.50 27.8 17S 12.00 5.60 26.2 28.7 24.0 0.24 18 11.50 33.1 18S 12.00 5.60 31.2 31.3 24.0 0.26 19 11.50 19.0 19S 12.00 5.60 18.4 24.0 24.0 0.20 20 11.50 20.9 20S 12.00 5.60 19.6 24.8 24.0 0.21 21 11.50 22.6 21S 12.00 5.60 21.3 25.8 24.0 0.22 22 11.50 26.6 22S 12.00 5.60 25.0 28.0 24.0 0.23 23 11.50 31.6 23S 12.00 5.60 29.8 30.6 24.0 0.25 A2 11.50 48.4 B1 11.50 32.6 B2 11.50 34.1 W 1.00 58.9 Max velocity of 23.90 occurs in the pipe from B2 TO A2 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. Multi-Use Tenant Renovation Drawing Date:5/24/16 6/24/16 13:37 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 19 TO W (PRIMARY PATH) 24.00 1.049 1E 0.50 18.4 18.4 K = 5.60 19S C=120 2.00 0.2 0.0 24.00 0.182 2.50 0.5 18.4 Vel = 9.00 1.049 10.00 19.0 19.0 EqK = 5.50 19 C=120 0.00 0.0 0.0 24.00 0.182 10.00 1.8 19.0 Vel = 9.00 24.78 1.380 10.00 20.9 20.9 EqK = 5.43 20 C=120 0.00 0.0 0.0 48.78 0.178 10.00 1.8 20.9 Vel = 10.57 25.83 1.380 10.00 22.6 22.6 EqK = 5.43 21 C=120 0.00 0.0 0.0 74.61 0.391 10.00 3.9 22.6 Vel = 16.16 28.00 1.380 1T 2.64 26.6 26.6 EqK = 5.43 22 C=120 6.00 0.0 0.0 102.62 0.705 8.64 6.1 26.6 Vel = 22.23 30.60 2.157 11.58 32.6 32.6 B1 C=120 0.00 0.0 0.0 See PATH 3 133.21 0.130 11.58 1.5 32.6 Vel = 11.81 136.33 2.157 1E 11.36 34.1 34.1 B2 C=120 1T 18.46 0.0 0.0 See PATH 4 AND 2 269.54 0.478 29.82 14.3 34.1 Vel = 23.90 3.260 3E 64.01 48.4 48.4 A2 C=120 28.22 4.5 0.0 269.54 0.064 92.24 5.9 48.4 Vel = 10.46 W 269.54 58.9 K = 35.13 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Multi-Use Tenant Renovation Drawing Date:5/24/16 6/24/16 13:37 Tyco Fire Products Page 6 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 24.78 1.049 1T 0.50 19.6 19.6 K = 5.60 20S C=120 5.00 0.2 0.0 24.78 0.193 5.50 1.1 19.6 Vel = 9.29 20 24.78 20.9 K = 5.43 25.83 1.049 1T 0.50 21.3 21.3 K = 5.60 21S C=120 5.00 0.2 0.0 25.83 0.209 5.50 1.1 21.3 Vel = 9.68 21 25.83 22.6 K = 5.43 28.00 1.049 1T 0.50 25.0 25.0 K = 5.60 22S C=120 5.00 0.2 0.0 28.00 0.243 5.50 1.3 25.0 Vel = 10.50 22 28.00 26.6 K = 5.43 PATH 2 FROM HYDRAULIC REFERENCE 14 TO B2 24.57 1.049 1E 0.50 19.3 19.3 K = 5.60 14S C=120 2.00 0.2 0.0 24.57 0.190 2.50 0.5 19.3 Vel = 9.21 1.049 10.00 19.9 19.9 EqK = 5.50 14 C=120 0.00 0.0 0.0 24.57 0.190 10.00 1.9 19.9 Vel = 9.21 25.37 1.380 10.00 21.8 21.8 EqK = 5.43 15 C=120 0.00 0.0 0.0 49.94 0.186 10.00 1.9 21.8 Vel = 10.82 26.44 1.380 10.00 23.7 23.7 EqK = 5.43 16 C=120 0.00 0.0 0.0 76.38 0.408 10.00 4.1 23.7 Vel = 16.54 28.65 1.380 1T 2.64 27.8 27.8 EqK = 5.44 17 C=120 6.00 0.0 0.0 105.03 0.736 8.64 6.4 27.8 Vel = 22.75 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Multi-Use Tenant Renovation Drawing Date:5/24/16 6/24/16 13:37 Tyco Fire Products Page 7 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn B2 105.03 34.1 K = 17.97 25.37 1.049 1T 0.50 20.5 20.5 K = 5.60 15S C=120 5.00 0.2 0.0 25.37 0.202 5.50 1.1 20.5 Vel = 9.51 15 25.37 21.8 K = 5.43 26.44 1.049 1T 0.50 22.3 22.3 K = 5.60 16S C=120 5.00 0.2 0.0 26.44 0.218 5.50 1.2 22.3 Vel = 9.91 16 26.44 23.7 K = 5.43 28.65 1.049 1T 0.50 26.2 26.2 K = 5.60 17S C=120 5.00 0.2 0.0 28.65 0.253 5.50 1.4 26.2 Vel = 10.74 17 28.65 27.8 K = 5.44 PATH 3 FROM HYDRAULIC REFERENCE 23 TO B1 30.60 1.049 1T 0.50 29.8 29.8 K = 5.60 23S C=120 5.00 0.2 0.0 30.60 0.286 5.50 1.6 29.8 Vel = 11.47 1.380 1T 7.36 31.6 31.6 EqK = 5.44 23 C=120 6.00 0.0 0.0 30.60 0.075 13.36 1.0 31.6 Vel = 6.63 B1 30.60 32.6 K = 5.36 PATH 4 FROM HYDRAULIC REFERENCE 18 TO B2 31.30 1.049 1T 0.50 31.2 31.2 K = 5.60 18S C=120 5.00 0.2 0.0 31.30 0.298 5.50 1.6 31.2 Vel = 11.73 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Multi-Use Tenant Renovation Drawing Date:5/24/16 6/24/16 13:37 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 4 FROM HYDRAULIC REFERENCE 18 TO B2 CONTINUED 1.380 1T 7.36 33.1 33.1 EqK = 5.44 18 C=120 6.00 0.0 0.0 31.30 0.078 13.36 1.0 33.1 Vel = 6.78 B2 31.30 34.1 K = 5.36 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Flow (gpm)ISP20406080100120140150225300375450525600675750JobMulti-Use Tenant Renovation32 Main StNorthampton, MA.Remote Area: 2WaterStatic Pres: Resid. Pres: Flow: Date: 7/13Loc: Available at point of con128.0110.01480psipsigpmRequiredPressure: Sys Flow: Sys+Hose: Safety Pres: Hd Elv Pres: 64.127052061.34.8psigpmgpmpsipsiHose AllowanceIn: Out: 0250gpmgpm Supply 4.8 psi 250 gpm hose