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32C-171 256 Pleasant St Fire Suppress plan 2018-09-20SALOOMEY CONSTRUCTION Transmittal #90 Submittal 15300 P.O. Box 1203 Westfield, MA 01086 Date: 09/10/18 Job: Northampton Lumber Phone: 1-413-269-4360 Attention: Robert Williamson Fax: 1-413-269-4374 RE: Sprinkler Drawings & Hydraulic Load Calculations TO: Davis Square Architect 240A Elm Street Somerville, MA 02144 We are sending you attached the following items: Shop Drawings X Samples Specifications X Drawings Copy of letter Test Analysis # of copies Description_________ 1 Fire Suppression Drawings 1 Hydraulic Load Calculations These are transmitted for your review & processing. NOTES: Please contact me with any questions or concerns @ 413-269-4360 ext. 6. Sincerely, Amy Saloomey CC. File Flow (gpm)ISP20406080100120140100150200250300350400450500JobNorthamton Lumber Yard256 Pleasant St.Northampton, MARemote Area: 1WaterStatic Pres: Resid. Pres: Flow: Date: 9/13/18Loc: Front of property132.0121.01250psipsigpmRequiredPressure: Sys Flow: Sys+Hose: Safety Pres: Hd Elv Pres: 104.926236226.00.7psigpmgpmpsipsiHose AllowanceIn: Out: 1000gpmgpm Supply 0.7 psi 100 gpm hose Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 8:49 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 262 96.4 psi 1 2½" Grvd Butterfly Valve Tyco BFV 7' 120 2.469 262 1.6 1 2½" Grvd Check Valve Tyco CV-1FR CHART LOSS 262 2.4 Fixed Flow Flow Loss 100 gpm 1 6" Flngd Back Flow Valve Wilkins CHART LOSS 362 3.3 1 Pipe 6" DIx18 America DI 350 350' 140 6.338 362 1.1 ______ Hydr Ref R1 Required at Source 362 104.9 psi Water Source132.0 psi static,121.0 psi residual @ 1250 gpm 362 gpm 130.9 psi ======= SAFETY PRESSURE 26.0 psi Available Pressure of 130.9 psi Exceeds Required Pressure of 104.9 psi This is a safety margin of 26.0 psi or 20 % of Supply Maximum Water Velocity is 23.2 fps Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 8:49 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 Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 8:49 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 44.33 8.1 1S 46.00 5.60 7.1 14.9 14.8 0.37 2 44.33 8.6 2S 46.00 5.60 7.4 15.2 14.8 0.19 3 44.33 9.1 3S 46.00 5.60 7.9 15.7 14.8 0.20 4 44.33 9.8 4S 46.00 5.60 8.5 16.3 14.8 0.20 5 44.33 8.0 5S 46.00 5.60 7.0 14.8 14.8 0.37 6 44.33 9.4 6S 46.00 5.60 8.1 15.9 14.8 0.20 7 44.33 10.0 7S 46.00 5.60 8.7 16.5 14.8 0.21 8 44.33 9.6 8S 46.00 5.60 8.5 16.3 14.8 0.20 9 44.33 10.3 9S 46.00 5.60 9.0 16.8 14.8 0.21 10 44.33 11.3 10S 46.00 5.60 10.2 17.9 14.8 0.45 11 44.33 12.1 11S 46.00 5.60 10.7 18.3 14.8 0.15 12 44.33 12.7 12S 46.00 5.60 11.2 18.7 14.8 0.16 13 44.33 8.8 13S 46.00 5.60 7.8 15.6 14.8 0.39 14 44.33 9.3 14S 46.00 5.60 8.0 15.8 14.8 0.13 15 44.33 11.3 15S 46.00 5.60 10.2 17.9 14.8 0.15 16 44.33 8.8 16S 46.00 5.60 7.6 15.4 14.8 0.19 17 44.33 8.3 18 44.33 9.1 21 44.33 9.3 23 44.33 11.6 25 44.33 10.8 26 44.33 11.4 27 44.33 12.3 28 44.33 12.4 29 44.33 12.6 30 44.33 14.9 40 44.33 9.9 41 44.33 10.1 42 44.33 8.7 43 44.33 10.6 44 44.33 14.4 45 44.33 12.4 A1 44.33 11.5 A2 44.33 11.7 A3 44.33 12.0 Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 8:49 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^½)) (PSI) (GPM) (GPM) (GPM/SQ.FT) A4 44.33 14.3 A5 44.33 16.4 A6 44.33 44.9 A7 44.33 87.0 A8 44.33 92.1 W 44.33 96.4 Max velocity of 23.24 occurs in the pipe from A6 TO A5 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. Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 8:49 Tyco Fire Products Page 6 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 5 TO W (PRIMARY PATH) 14.82 1.049 1E 1.67 7.0 7.0 K = 5.60 5S C=120 2.00 0.7 0.0 14.82 0.075 3.67 0.3 7.0 Vel = 5.55 1.049 1E 7.75 8.0 8.0 EqK = 5.24 5 C=120 2.00 0.0 0.0 14.82 0.075 9.75 0.7 8.0 Vel = 5.55 1.049 1.56 8.7 8.7 42 C=120 0.00 0.0 0.0 14.82 0.075 1.56 0.1 8.7 Vel = 5.55 15.42 1.380 5.94 8.8 8.8 EqK = 5.19 16 C=120 0.00 0.0 0.0 30.24 0.074 5.94 0.4 8.8 Vel = 6.55 1.610 2.06 9.3 9.3 21 C=120 0.00 0.0 0.0 30.24 0.035 2.06 0.1 9.3 Vel = 4.81 15.90 1.610 8.50 9.4 9.4 EqK = 5.20 6 C=120 0.00 0.0 0.0 46.13 0.076 8.50 0.6 9.4 Vel = 7.34 16.48 1.610 0.94 10.0 10.0 EqK = 5.21 7 C=120 0.00 0.0 0.0 62.62 0.133 0.94 0.1 10.0 Vel = 9.97 1.610 1T 4.12 10.1 10.1 41 C=120 8.00 0.0 0.0 62.62 0.133 12.12 1.6 10.1 Vel = 9.97 62.09 2.157 2.33 11.7 11.7 A2 C=120 0.00 0.0 0.0 See PATH 2 124.71 0.115 2.33 0.3 11.7 Vel = 11.06 33.13 2.157 13.00 12.0 12.0 A3 C=120 0.00 0.0 0.0 See PATH 4 157.84 0.178 13.00 2.3 12.0 Vel = 13.99 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 8:49 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 PATH 1 FROM HYDRAULIC REFERENCE 5 TO W (PRIMARY PATH) 54.88 2.157 6.63 14.3 14.3 A4 C=120 0.00 0.0 0.0 See PATH 5 212.72 0.308 6.63 2.0 14.3 Vel = 18.86 49.35 2.157 62.94 16.4 16.4 A5 C=120 0.00 0.0 0.0 See PATH 3 262.07 0.454 62.94 28.6 16.4 Vel = 23.24 2.635 3E 204.61 44.9 44.9 A6 C=120 1T 41.19 0.0 0.0 262.07 0.171 245.80 42.1 44.9 Vel = 15.57 2.157 1E 5.01 87.0 87.0 A7 C=120 6.15 0.0 0.0 262.07 0.454 11.16 5.1 87.0 Vel = 23.24 2.635 1E 17.17 92.1 92.1 A8 C=120 8.24 0.0 0.0 262.07 0.171 25.40 4.3 92.1 Vel = 15.57 W 262.07 96.4 K = 26.69 15.42 1.049 1T 1.67 7.6 7.6 K = 5.60 16S C=120 5.00 0.7 0.0 15.42 0.080 6.67 0.5 7.6 Vel = 5.78 16 15.42 8.8 K = 5.19 15.90 1.049 1T 1.67 8.1 8.1 K = 5.60 6S C=120 5.00 0.7 0.0 15.90 0.085 6.67 0.6 8.1 Vel = 5.96 6 15.90 9.4 K = 5.20 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 8:49 Tyco Fire Products Page 8 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 16.48 1.049 1T 1.67 8.7 8.7 K = 5.60 7S C=120 5.00 0.7 0.0 16.48 0.091 6.67 0.6 8.7 Vel = 6.18 7 16.48 10.0 K = 5.21 PATH 2 FROM HYDRAULIC REFERENCE 1 TO A2 14.90 1.049 1E 1.67 7.1 7.1 K = 5.60 1S C=120 2.00 0.7 0.0 14.90 0.075 3.67 0.3 7.1 Vel = 5.58 1.049 3.25 8.1 8.1 EqK = 5.24 1 C=120 0.00 0.0 0.0 14.90 0.075 3.25 0.2 8.1 Vel = 5.58 1.049 4.06 8.3 8.3 17 C=120 0.00 0.0 0.0 14.90 0.075 4.06 0.3 8.3 Vel = 5.58 15.22 1.380 5.94 8.6 8.6 EqK = 5.18 2 C=120 0.00 0.0 0.0 30.11 0.073 5.94 0.4 8.6 Vel = 6.52 1.610 2.06 9.1 9.1 18 C=120 0.00 0.0 0.0 30.11 0.034 2.06 0.1 9.1 Vel = 4.79 15.70 1.610 8.50 9.1 9.1 EqK = 5.19 3 C=120 0.00 0.0 0.0 45.81 0.075 8.50 0.6 9.1 Vel = 7.29 16.28 1.610 0.94 9.8 9.8 EqK = 5.21 4 C=120 0.00 0.0 0.0 62.09 0.131 0.94 0.1 9.8 Vel = 9.88 1.610 1T 4.12 9.9 9.9 40 C=120 8.00 0.0 0.0 62.09 0.131 12.12 1.6 9.9 Vel = 9.88 2.157 8.00 11.5 11.5 A1 C=120 0.00 0.0 0.0 62.09 0.032 8.00 0.3 11.5 Vel = 5.50 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 8:49 Tyco Fire Products Page 9 HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn A2 62.09 11.7 K = 18.12 15.22 1.049 1T 1.67 7.4 7.4 K = 5.60 2S C=120 5.00 0.7 0.0 15.22 0.078 6.67 0.5 7.4 Vel = 5.70 2 15.22 8.6 K = 5.18 15.70 1.049 1T 1.67 7.9 7.9 K = 5.60 3S C=120 5.00 0.7 0.0 15.70 0.083 6.67 0.6 7.9 Vel = 5.88 3 15.70 9.1 K = 5.19 16.28 1.049 1T 1.67 8.5 8.5 K = 5.60 4S C=120 5.00 0.7 0.0 16.28 0.089 6.67 0.6 8.5 Vel = 6.10 4 16.28 9.8 K = 5.21 PATH 3 FROM HYDRAULIC REFERENCE 13 TO A5 15.63 1.049 1E 1.67 7.8 7.8 K = 5.60 13S C=120 2.00 0.7 0.0 15.63 0.083 3.67 0.3 7.8 Vel = 5.86 1.049 5.50 8.8 8.8 EqK = 5.26 13 C=120 0.00 0.0 0.0 15.63 0.083 5.50 0.5 8.8 Vel = 5.86 15.83 1.049 1T 5.49 9.3 9.3 EqK = 5.20 14 C=120 5.00 0.0 0.0 31.46 0.301 10.49 3.2 9.3 Vel = 11.79 17.89 1.380 1T 4.84 12.4 12.4 45 C=120 6.00 0.0 0.0 See PATH 6 49.35 0.182 10.84 2.0 12.4 Vel = 10.69 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 8:49 Tyco Fire Products Page 10 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 3 FROM HYDRAULIC REFERENCE 13 TO A5 CONTINUED 1.610 6.18 14.4 14.4 44 C=120 0.00 0.0 0.0 49.35 0.086 6.18 0.5 14.4 Vel = 7.85 1.610 1T 8.59 14.9 14.9 30 C=120 8.00 0.0 0.0 49.35 0.086 16.59 1.4 14.9 Vel = 7.85 A5 49.35 16.4 K = 12.20 15.83 1.049 1T 1.67 8.0 8.0 K = 5.60 14S C=120 5.00 0.7 0.0 15.83 0.084 6.67 0.6 8.0 Vel = 5.93 14 15.83 9.3 K = 5.20 PATH 4 FROM HYDRAULIC REFERENCE 8 TO A3 16.34 1.049 1E 1.67 8.5 8.5 K = 5.60 8S C=120 2.00 0.7 0.0 16.34 0.089 3.67 0.3 8.5 Vel = 6.12 1.049 8.75 9.6 9.6 EqK = 5.28 8 C=120 0.00 0.0 0.0 16.34 0.089 8.75 0.8 9.6 Vel = 6.12 16.79 1.049 0.75 10.3 10.3 EqK = 5.22 9 C=120 0.00 0.0 0.0 33.13 0.331 0.75 0.2 10.3 Vel = 12.42 1.380 1.94 10.6 10.6 43 C=120 0.00 0.0 0.0 33.13 0.087 1.94 0.2 10.6 Vel = 7.18 1.610 2E 11.73 10.8 10.8 25 C=120 8.00 0.0 0.0 33.13 0.041 19.73 0.8 10.8 Vel = 5.27 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 8:49 Tyco Fire Products Page 11 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 4 FROM HYDRAULIC REFERENCE 8 TO A3 CONTINUED 1.610 1T 2.55 11.6 11.6 23 C=120 8.00 0.0 0.0 33.13 0.041 10.55 0.4 11.6 Vel = 5.27 A3 33.13 12.0 K = 9.56 16.79 1.049 1T 1.67 9.0 9.0 K = 5.60 9S C=120 5.00 0.7 0.0 16.79 0.094 6.67 0.6 9.0 Vel = 6.30 9 16.79 10.3 K = 5.22 PATH 5 FROM HYDRAULIC REFERENCE 10 TO A4 17.86 1.049 1E 1.67 10.2 10.2 K = 5.60 10S C=120 2.00 0.7 0.0 17.86 0.106 3.67 0.4 10.2 Vel = 6.69 1.049 1.50 11.3 11.3 EqK = 5.32 10 C=120 0.00 0.0 0.0 17.86 0.106 1.50 0.2 11.3 Vel = 6.69 1.049 6.50 11.4 11.4 26 C=120 0.00 0.0 0.0 17.86 0.106 6.50 0.7 11.4 Vel = 6.69 18.29 1.380 1.50 12.1 12.1 EqK = 5.25 11 C=120 0.00 0.0 0.0 36.15 0.102 1.50 0.2 12.1 Vel = 7.83 1.610 2.50 12.3 12.3 27 C=120 0.00 0.0 0.0 36.15 0.048 2.50 0.1 12.3 Vel = 5.75 1.610 4.00 12.4 12.4 28 C=120 0.00 0.0 0.0 36.15 0.048 4.00 0.2 12.4 Vel = 5.75 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 8:49 Tyco Fire Products Page 12 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 5 FROM HYDRAULIC REFERENCE 10 TO A4 CONTINUED 1.610 2.00 12.6 12.6 29 C=120 0.00 0.0 0.0 36.15 0.048 2.00 0.1 12.6 Vel = 5.75 18.74 1.610 1T 7.55 12.7 12.7 EqK = 5.26 12 C=120 8.00 0.0 0.0 54.88 0.105 15.55 1.6 12.7 Vel = 8.73 A4 54.88 14.3 K = 14.51 18.29 1.049 1T 1.67 10.7 10.7 K = 5.60 11S C=120 5.00 0.7 0.0 18.29 0.110 6.67 0.7 10.7 Vel = 6.86 11 18.29 12.1 K = 5.25 18.74 1.049 1T 1.67 11.2 11.2 K = 5.60 12S C=120 5.00 0.7 0.0 18.74 0.115 6.67 0.8 11.2 Vel = 7.02 12 18.74 12.7 K = 5.26 PATH 6 FROM HYDRAULIC REFERENCE 15 TO 45 17.89 1.049 1E 1.67 10.2 10.2 K = 5.60 15S C=120 2.00 0.7 0.0 17.89 0.106 3.67 0.4 10.2 Vel = 6.71 1.049 1T 5.49 11.3 11.3 EqK = 5.32 15 C=120 5.00 0.0 0.0 17.89 0.106 10.49 1.1 11.3 Vel = 6.71 45 17.89 12.4 K = 5.07 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Flow (gpm)ISP20406080100120140100150200250300350400450500JobNorthamton Lumber Yard256 Pleasant St.Northampton, MARemote Area: 2WaterStatic Pres: Resid. Pres: Flow: Date: 9/13/18Loc: Front of property132.0121.01250psipsigpmRequiredPressure: Sys Flow: Sys+Hose: Safety Pres: Hd Elv Pres: 77.622032053.5-0.2psigpmgpmpsipsiHose AllowanceIn: Out: 1000gpmgpm Supply 100 gpm hose Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 8:51 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 220 70.6 psi 1 2½" Grvd Butterfly Valve Tyco BFV 7' 120 2.469 220 1.2 1 2½" Grvd Check Valve Tyco CV-1FR CHART LOSS 220 1.7 Fixed Flow Flow Loss 100 gpm 1 6" Flngd Back Flow Valve Wilkins CHART LOSS 320 3.2 1 Pipe 6" DIx18 America DI 350 350' 140 6.338 320 0.9 ______ Hydr Ref R1 Required at Source 320 77.6 psi Water Source132.0 psi static,121.0 psi residual @ 1250 gpm 320 gpm 131.1 psi ======= SAFETY PRESSURE 53.5 psi Available Pressure of 131.1 psi Exceeds Required Pressure of 77.6 psi This is a safety margin of 53.5 psi or 41 % of Supply Maximum Water Velocity is 19.5 fps Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 8:51 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 Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 8:51 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) 2 44.33 7.5 3 44.33 7.7 4 44.33 8.0 6 44.33 7.8 7 44.33 8.1 11 44.33 8.2 12 44.33 8.9 16 44.33 7.6 17 44.33 7.2 17S 43.83 5.60 7.0 14.8 14.8 0.15 18 44.33 7.6 18S 43.83 5.60 7.4 15.2 14.8 0.15 19 44.33 7.5 19S 43.83 5.60 7.5 15.3 14.8 0.13 20 44.33 7.0 20S 43.83 5.60 7.0 14.8 14.8 0.12 21 44.33 7.7 21S 43.83 5.60 7.5 15.4 14.8 0.15 22 44.33 7.6 22S 43.83 5.60 7.6 15.4 14.8 0.13 23 44.33 8.4 23S 43.83 5.60 8.1 16.0 14.8 0.40 24 44.33 7.1 24S 43.83 5.60 7.1 14.9 14.8 0.37 25 44.33 7.7 25S 43.83 5.60 7.5 15.3 14.8 0.13 26 44.33 7.6 26S 43.83 5.60 7.4 15.3 14.8 0.14 27 44.33 8.2 27S 43.83 5.60 7.9 15.8 14.8 0.14 28 44.33 8.3 28S 43.83 5.60 8.0 15.9 14.8 0.53 29 44.33 8.6 29S 43.83 5.60 8.3 16.2 14.8 0.20 30 44.33 12.5 30S 43.83 5.60 12.1 19.5 14.8 0.16 40 44.33 8.0 41 44.33 8.1 42 44.33 7.5 43 44.33 7.7 A1 44.33 8.9 A2 44.33 9.0 A3 44.33 9.2 A4 44.33 11.0 A5 44.33 12.8 A6 44.33 33.4 A7 44.33 63.8 A8 44.33 67.5 W 44.33 70.6 Max velocity of 19.49 occurs in the pipe from A6 TO A5 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. Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 8:51 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 20 TO W (PRIMARY PATH) 14.83 1.049 1E 0.50 7.0 7.0 K = 5.60 20S C=120 2.00 -0.2 0.0 14.83 0.075 2.50 0.2 7.0 Vel = 5.56 1.049 1T 2.00 7.0 7.0 EqK = 5.61 20 C=120 5.00 0.0 0.0 14.83 0.075 7.00 0.5 7.0 Vel = 5.56 1.049 1.56 7.5 7.5 42 C=120 0.00 0.0 0.0 14.83 0.075 1.56 0.1 7.5 Vel = 5.56 1.380 5.94 7.6 7.6 16 C=120 0.00 0.0 0.0 14.83 0.020 5.94 0.1 7.6 Vel = 3.21 15.36 1.610 2.06 7.7 7.7 EqK = 5.52 21 C=120 0.00 0.0 0.0 30.19 0.035 2.06 0.1 7.7 Vel = 4.80 1.610 8.50 7.8 7.8 6 C=120 0.00 0.0 0.0 30.19 0.035 8.50 0.3 7.8 Vel = 4.80 1.610 0.94 8.1 8.1 7 C=120 0.00 0.0 0.0 30.19 0.035 0.94 0.0 8.1 Vel = 4.80 15.45 1.610 1T 4.12 8.1 8.1 41 C=120 8.00 0.0 0.0 See PATH 5 45.64 0.074 12.12 0.9 8.1 Vel = 7.26 45.37 2.157 2.33 9.0 9.0 A2 C=120 0.00 0.0 0.0 See PATH 3 91.01 0.064 2.33 0.1 9.0 Vel = 8.07 46.21 2.157 13.00 9.2 9.2 A3 C=120 0.00 0.0 0.0 See PATH 2 137.22 0.137 13.00 1.8 9.2 Vel = 12.17 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 8:51 Tyco Fire Products Page 6 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 20 TO W (PRIMARY PATH) 63.09 2.157 6.63 11.0 11.0 A4 C=120 0.00 0.0 0.0 See PATH 6 200.32 0.276 6.63 1.8 11.0 Vel = 17.76 19.47 2.157 62.94 12.8 12.8 A5 C=120 0.00 0.0 0.0 See PATH 7 219.78 0.328 62.94 20.6 12.8 Vel = 19.49 2.635 3E 204.61 33.4 33.4 A6 C=120 1T 41.19 0.0 0.0 219.78 0.124 245.80 30.4 33.4 Vel = 13.06 2.157 1E 5.01 63.8 63.8 A7 C=120 6.15 0.0 0.0 219.78 0.328 11.16 3.7 63.8 Vel = 19.49 2.635 1E 17.17 67.5 67.5 A8 C=120 8.24 0.0 0.0 219.78 0.124 25.40 3.1 67.5 Vel = 13.06 W 219.78 70.6 K = 26.15 15.36 1.049 1T 0.50 7.5 7.5 K = 5.60 21S C=120 5.00 -0.2 0.0 15.36 0.080 5.50 0.4 7.5 Vel = 5.76 21 15.36 7.7 K = 5.52 PATH 2 FROM HYDRAULIC REFERENCE 24 TO A3 14.92 1.049 1E 0.50 7.1 7.1 K = 5.60 24S C=120 2.00 -0.2 0.0 14.92 0.076 2.50 0.2 7.1 Vel = 5.59 1.049 1T 2.79 7.1 7.1 EqK = 5.61 24 C=120 5.00 0.0 0.0 14.92 0.076 7.79 0.6 7.1 Vel = 5.59 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 8:51 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 PATH 2 FROM HYDRAULIC REFERENCE 24 TO A3 CONTINUED 1.380 1.94 7.7 7.7 43 C=120 0.00 0.0 0.0 14.92 0.020 1.94 0.0 7.7 Vel = 3.23 15.32 1.610 2E 11.73 7.7 7.7 EqK = 5.52 25 C=120 8.00 0.0 0.0 30.24 0.035 19.73 0.7 7.7 Vel = 4.81 15.97 1.610 1T 2.55 8.4 8.4 EqK = 5.51 23 C=120 8.00 0.0 0.0 46.21 0.076 10.55 0.8 8.4 Vel = 7.35 A3 46.21 9.2 K = 15.24 15.32 1.049 1T 0.50 7.5 7.5 K = 5.60 25S C=120 5.00 -0.2 0.0 15.32 0.079 5.50 0.4 7.5 Vel = 5.74 25 15.32 7.7 K = 5.52 15.97 1.049 1T 0.50 8.1 8.1 K = 5.60 23S C=120 5.00 -0.2 0.0 15.97 0.086 5.50 0.5 8.1 Vel = 5.99 23 15.97 8.4 K = 5.51 PATH 3 FROM HYDRAULIC REFERENCE 17 TO A2 14.82 1.049 1T 0.50 7.0 7.0 K = 5.60 17S C=120 5.00 -0.2 0.0 14.82 0.075 5.50 0.4 7.0 Vel = 5.55 1.049 4.06 7.2 7.2 EqK = 5.52 17 C=120 0.00 0.0 0.0 14.82 0.075 4.06 0.3 7.2 Vel = 5.55 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 8:51 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 3 FROM HYDRAULIC REFERENCE 17 TO A2 CONTINUED 1.380 5.94 7.5 7.5 2 C=120 0.00 0.0 0.0 14.82 0.020 5.94 0.1 7.5 Vel = 3.21 15.23 1.610 2.06 7.6 7.6 EqK = 5.52 18 C=120 0.00 0.0 0.0 30.05 0.034 2.06 0.1 7.6 Vel = 4.78 1.610 8.50 7.7 7.7 3 C=120 0.00 0.0 0.0 30.05 0.034 8.50 0.3 7.7 Vel = 4.78 1.610 0.94 8.0 8.0 4 C=120 0.00 0.0 0.0 30.05 0.034 0.94 0.0 8.0 Vel = 4.78 15.33 1.610 1T 4.12 8.0 8.0 40 C=120 8.00 0.0 0.0 See PATH 4 45.37 0.074 12.12 0.9 8.0 Vel = 7.22 2.157 8.00 8.9 8.9 A1 C=120 0.00 0.0 0.0 45.37 0.018 8.00 0.1 8.9 Vel = 4.02 A2 45.37 9.0 K = 15.09 15.23 1.049 1T 0.50 7.4 7.4 K = 5.60 18S C=120 5.00 -0.2 0.0 15.23 0.079 5.50 0.4 7.4 Vel = 5.71 18 15.23 7.6 K = 5.52 PATH 4 FROM HYDRAULIC REFERENCE 19 TO 40 15.33 1.049 1E 0.50 7.5 7.5 K = 5.60 19S C=120 2.00 -0.2 0.0 15.33 0.080 2.50 0.2 7.5 Vel = 5.74 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 8:51 Tyco Fire Products Page 9 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 19 TO 40 CONTINUED 1.049 1T 1.76 7.5 7.5 EqK = 5.61 19 C=120 5.00 0.0 0.0 15.33 0.080 6.76 0.5 7.5 Vel = 5.74 40 15.33 8.0 K = 5.42 PATH 5 FROM HYDRAULIC REFERENCE 22 TO 41 15.45 1.049 1E 0.50 7.6 7.6 K = 5.60 22S C=120 2.00 -0.2 0.0 15.45 0.081 2.50 0.2 7.6 Vel = 5.79 1.049 1T 1.76 7.6 7.6 EqK = 5.61 22 C=120 5.00 0.0 0.0 15.45 0.081 6.76 0.5 7.6 Vel = 5.79 41 15.45 8.1 K = 5.41 PATH 6 FROM HYDRAULIC REFERENCE 26 TO A4 15.27 1.049 1T 0.50 7.4 7.4 K = 5.60 26S C=120 5.00 -0.2 0.0 15.27 0.079 5.50 0.4 7.4 Vel = 5.72 1.049 6.50 7.6 7.6 EqK = 5.52 26 C=120 0.00 0.0 0.0 15.27 0.079 6.50 0.5 7.6 Vel = 5.72 1.380 1.50 8.2 8.2 11 C=120 0.00 0.0 0.0 15.27 0.021 1.50 0.0 8.2 Vel = 3.31 15.79 1.610 2.50 8.2 8.2 EqK = 5.52 27 C=120 0.00 0.0 0.0 31.05 0.036 2.50 0.1 8.2 Vel = 4.94 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 8:51 Tyco Fire Products Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 6 FROM HYDRAULIC REFERENCE 26 TO A4 CONTINUED 15.87 1.610 4.00 8.3 8.3 EqK = 5.51 28 C=120 0.00 0.0 0.0 46.93 0.078 4.00 0.3 8.3 Vel = 7.47 16.16 1.610 2.00 8.6 8.6 EqK = 5.51 29 C=120 0.00 0.0 0.0 63.09 0.135 2.00 0.3 8.6 Vel = 10.04 1.610 1T 7.55 8.9 8.9 12 C=120 8.00 0.0 0.0 63.09 0.135 15.55 2.1 8.9 Vel = 10.04 A4 63.09 11.0 K = 19.05 15.79 1.049 1T 0.50 7.9 7.9 K = 5.60 27S C=120 5.00 -0.2 0.0 15.79 0.084 5.50 0.5 7.9 Vel = 5.92 27 15.79 8.2 K = 5.52 15.87 1.049 1T 0.50 8.0 8.0 K = 5.60 28S C=120 5.00 -0.2 0.0 15.87 0.085 5.50 0.5 8.0 Vel = 5.95 28 15.87 8.3 K = 5.51 16.16 1.049 1T 0.50 8.3 8.3 K = 5.60 29S C=120 5.00 -0.2 0.0 16.16 0.088 5.50 0.5 8.3 Vel = 6.06 29 16.16 8.6 K = 5.51 PATH 7 FROM HYDRAULIC REFERENCE 30 TO A5 19.47 1.049 1T 0.50 12.1 12.1 K = 5.60 30S C=120 5.00 -0.2 0.0 19.47 0.124 5.50 0.7 12.1 Vel = 7.30 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 8:51 Tyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 7 FROM HYDRAULIC REFERENCE 30 TO A5 CONTINUED 1.610 1T 8.59 12.5 12.5 EqK = 5.50 30 C=120 8.00 0.0 0.0 19.47 0.015 16.59 0.3 12.5 Vel = 3.10 A5 19.47 12.8 K = 5.44 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Flow (gpm)ISP20406080100120140100150200250300350400450500JobNorthamton Lumber Yard256 Pleasant St.Northamton, MA Remote Area: 3WaterStatic Pres: Resid. Pres: Flow: Date: 9/13/18Loc: FRONT OF BUILDING 132.0121.01250psipsigpmRequiredPressure: Sys Flow: Sys+Hose: Safety Pres: Hd Elv Pres: 117.530040013.22.2psigpmgpmpsipsiHose AllowanceIn: Out: 1000gpmgpm Supply 2.2 psi 100 gpm hose Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 9: 7 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 300 110.1 psi 1 3" Grvd Check Valve Tyco CV-1FR CHART LOSS 300 1.1 1 3" Grvd Butterfly Valve Tyco BFV- 9' 120 3.068 300 0.9 Fixed Flow Flow Loss 100 gpm 1 4" Grvd Butterfly Valve Tyco BFV- 5' 120 4.026 400 0.2 1 6" Grvd Check Valve Tyco CV-1FR CHART LOSS 400 0.3 1 6" Grvd Back Flow Valve Wilkins CHART LOSS 400 3.7 1 Pipe 6" DIx18 America DI 350 300' 140 6.338 400 1.2 ______ Hydr Ref R1 Required at Source 400 117.5 psi Water Source132.0 psi static,121.0 psi residual @ 1250 gpm 400 gpm 130.7 psi ======= SAFETY PRESSURE 13.2 psi Available Pressure of 130.7 psi Exceeds Required Pressure of 117.5 psi This is a safety margin of 13.2 psi or 10 % of Supply Maximum Water Velocity is 17.8 fps Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 9: 7 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 Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 9: 7 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) 50 8.33 7.0 50S 7.83 5.60 7.0 14.8 14.8 0.11 51 8.33 7.3 51S 7.83 5.60 7.3 15.2 14.8 0.12 52 8.33 11.4 52S 7.83 5.60 11.0 18.6 14.8 0.14 53 8.33 13.2 53S 7.83 5.60 12.7 20.0 14.8 0.15 54 8.33 13.5 54S 7.83 5.60 13.4 20.5 14.8 0.26 55 8.33 13.6 55S 7.83 5.60 13.5 20.5 16.0 0.13 56 8.33 7.6 56S 7.83 5.60 7.6 15.5 14.8 0.11 57 8.33 8.4 57S 7.83 5.60 8.1 16.0 14.8 0.12 58 8.33 12.5 58S 7.83 5.60 12.4 19.7 14.8 0.15 59 8.33 13.9 59S 7.83 5.60 13.4 20.5 14.8 0.14 60 8.33 14.2 60S 7.83 5.60 14.0 21.0 14.8 0.17 61 8.33 13.6 61S 7.83 5.60 13.1 20.2 14.8 0.14 62 8.33 9.6 62S 7.83 5.60 9.6 17.4 14.8 0.12 63 8.33 10.3 63S 7.83 5.60 10.2 17.9 14.8 0.20 64 8.33 14.2 64S 7.83 5.60 13.6 20.7 14.8 0.21 65 8.33 14.9 65S 7.83 5.60 14.7 21.5 14.8 0.21 110 8.33 7.9 111 8.33 13.2 112 8.33 15.0 113 8.33 10.9 A1 8.33 14.6 A2 8.33 14.6 A3 8.33 14.8 A4 8.33 14.8 A5 8.33 15.3 A6 8.33 15.6 A7 8.33 16.4 A8 8.33 16.7 A9 8.33 93.9 A10 8.33 105.5 A11 8.33 107.5 W 2.67 110.1 Max velocity of 17.81 occurs in the pipe from A9 TO A8 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. Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 9: 7 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 50 TO W (PRIMARY PATH) 14.82 1.049 1E 0.50 7.0 7.0 K = 5.60 50S C=120 2.00 -0.2 0.0 14.82 0.075 2.50 0.2 7.0 Vel = 5.55 1.049 1T 7.38 7.0 7.0 EqK = 5.61 50 C=120 5.00 0.0 0.0 14.82 0.075 12.38 0.9 7.0 Vel = 5.55 15.15 1.049 12.91 7.9 7.9 110 C=120 0.00 0.0 0.0 See PATH 2 29.97 0.275 12.91 3.5 7.9 Vel = 11.23 18.60 1.380 10.00 11.4 11.4 EqK = 5.50 52 C=120 0.00 0.0 0.0 48.57 0.177 10.00 1.8 11.4 Vel = 10.52 19.97 1.610 1T 0.75 13.2 13.2 EqK = 5.49 53 C=120 8.00 0.0 0.0 68.54 0.158 8.75 1.4 13.2 Vel = 10.91 2.635 0.52 14.6 14.6 A1 C=120 0.00 0.0 0.0 68.54 0.014 0.52 0.0 14.6 Vel = 4.07 20.49 2.635 6.99 14.6 14.6 A2 C=120 0.00 0.0 0.0 See PATH 7 89.03 0.023 6.99 0.2 14.6 Vel = 5.29 40.72 2.635 1.00 14.8 14.8 A3 C=120 0.00 0.0 0.0 See PATH 8 129.74 0.047 1.00 0.0 14.8 Vel = 7.71 20.54 2.635 8.49 14.8 14.8 A4 C=120 0.00 0.0 0.0 See PATH 9 150.28 0.061 8.49 0.5 14.8 Vel = 8.93 51.15 2.635 2.17 15.3 15.3 A5 C=120 0.00 0.0 0.0 See PATH 3 201.44 0.105 2.17 0.2 15.3 Vel = 11.97 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 9: 7 Tyco Fire Products Page 6 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 50 TO W (PRIMARY PATH) 20.98 2.635 6.36 15.6 15.6 A6 C=120 0.00 0.0 0.0 See PATH 10 222.41 0.126 6.36 0.8 15.6 Vel = 13.21 21.48 2.635 2.17 16.4 16.4 A7 C=120 0.00 0.0 0.0 See PATH 11 243.90 0.150 2.17 0.3 16.4 Vel = 14.49 55.92 2.635 6E 269.13 16.7 16.7 A8 C=120 2T 82.37 0.0 0.0 See PATH 4 299.82 0.220 351.50 77.2 16.7 Vel = 17.81 2.635 3E 28.42 93.9 93.9 A9 C=120 24.71 0.0 0.0 299.82 0.220 53.13 11.7 93.9 Vel = 17.81 4.260 2E 40.05 105.5 105.5 A10 C=120 1T 52.67 0.0 0.0 299.82 0.021 92.72 2.0 105.5 Vel = 6.81 6.357 1E 11.67 107.5 107.5 A11 C=120 17.60 2.5 0.0 299.82 0.003 29.27 0.1 107.5 Vel = 3.06 W 299.82 110.1 K = 28.58 18.60 1.049 1T 0.50 11.0 11.0 K = 5.60 52S C=120 5.00 -0.2 0.0 18.60 0.114 5.50 0.6 11.0 Vel = 6.97 52 18.60 11.4 K = 5.50 19.97 1.049 1T 0.50 12.7 12.7 K = 5.60 53S C=120 5.00 -0.2 0.0 19.97 0.130 5.50 0.7 12.7 Vel = 7.49 53 19.97 13.2 K = 5.49 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 9: 7 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 PATH 2 FROM HYDRAULIC REFERENCE 51 TO 110 15.15 1.049 1E 0.50 7.3 7.3 K = 5.60 51S C=120 2.00 -0.2 0.0 15.15 0.078 2.50 0.2 7.3 Vel = 5.68 1.049 1T 2.62 7.3 7.3 EqK = 5.61 51 C=120 5.00 0.0 0.0 15.15 0.078 7.62 0.6 7.3 Vel = 5.68 110 15.15 7.9 K = 5.39 PATH 3 FROM HYDRAULIC REFERENCE 56 TO A5 15.46 1.049 1E 0.50 7.6 7.6 K = 5.60 56S C=120 2.00 -0.2 0.0 15.46 0.081 2.50 0.2 7.6 Vel = 5.79 1.049 9.91 7.6 7.6 EqK = 5.61 56 C=120 0.00 0.0 0.0 15.46 0.081 9.91 0.8 7.6 Vel = 5.79 15.99 1.049 2E 12.11 8.4 8.4 EqK = 5.51 57 C=120 4.00 0.0 0.0 31.44 0.301 16.11 4.8 8.4 Vel = 11.79 19.71 1.380 1T 4.69 13.2 13.2 111 C=120 6.00 0.0 0.0 See PATH 6 51.15 0.194 10.69 2.1 13.2 Vel = 11.08 A5 51.15 15.3 K = 13.07 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 9: 7 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 15.99 1.049 1T 0.50 8.1 8.1 K = 5.60 57S C=120 5.00 -0.2 0.0 15.99 0.086 5.50 0.5 8.1 Vel = 5.99 57 15.99 8.4 K = 5.51 PATH 4 FROM HYDRAULIC REFERENCE 62 TO A8 17.36 1.049 1E 0.50 9.6 9.6 K = 5.60 62S C=120 2.00 -0.2 0.0 17.36 0.100 2.50 0.2 9.6 Vel = 6.51 1.049 1E 10.70 9.6 9.6 EqK = 5.59 62 C=120 2.00 0.0 0.0 17.36 0.100 12.70 1.3 9.6 Vel = 6.51 17.90 1.049 8.73 10.9 10.9 113 C=120 0.00 0.0 0.0 See PATH 5 35.26 0.372 8.73 3.2 10.9 Vel = 13.22 20.66 1.380 1T 5.02 14.2 14.2 EqK = 5.49 64 C=120 6.00 0.0 0.0 55.92 0.229 11.02 2.5 14.2 Vel = 12.11 A8 55.92 16.7 K = 13.69 20.66 1.049 1T 0.50 13.6 13.6 K = 5.60 64S C=120 5.00 -0.2 0.0 20.66 0.138 5.50 0.8 13.6 Vel = 7.75 64 20.66 14.2 K = 5.49 PATH 5 FROM HYDRAULIC REFERENCE 63 TO 113 17.90 1.049 1E 0.50 10.2 10.2 K = 5.60 63S C=120 2.00 -0.2 0.0 17.90 0.106 2.50 0.3 10.2 Vel = 6.71 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 9: 7 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 5 FROM HYDRAULIC REFERENCE 63 TO 113 CONTINUED 1.049 1T 1.05 10.3 10.3 EqK = 5.59 63 C=120 5.00 0.0 0.0 17.90 0.106 6.05 0.6 10.3 Vel = 6.71 113 17.90 10.9 K = 5.42 PATH 6 FROM HYDRAULIC REFERENCE 58 TO 111 19.71 1.049 1E 0.50 12.4 12.4 K = 5.60 58S C=120 2.00 -0.2 0.0 19.71 0.127 2.50 0.3 12.4 Vel = 7.39 1.049 1T 1.00 12.5 12.5 EqK = 5.58 58 C=120 5.00 0.0 0.0 19.71 0.127 6.00 0.8 12.5 Vel = 7.39 111 19.71 13.2 K = 5.42 PATH 7 FROM HYDRAULIC REFERENCE 54 TO A2 20.49 1.049 1E 0.50 13.4 13.4 K = 5.60 54S C=120 2.00 -0.2 0.0 20.49 0.136 2.50 0.3 13.4 Vel = 7.68 1.049 1T 3.04 13.5 13.5 EqK = 5.57 54 C=120 5.00 0.0 0.0 20.49 0.136 8.04 1.1 13.5 Vel = 7.68 A2 20.49 14.6 K = 5.36 PATH 8 FROM HYDRAULIC REFERENCE 61 TO A3 20.24 1.049 1T 0.50 13.1 13.1 K = 5.60 61S C=120 5.00 -0.2 0.0 20.24 0.133 5.50 0.7 13.1 Vel = 7.59 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 9: 7 Tyco Fire Products Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 8 FROM HYDRAULIC REFERENCE 61 TO A3 CONTINUED 1.380 9.38 13.6 13.6 EqK = 5.49 61 C=120 0.00 0.0 0.0 20.24 0.035 9.38 0.3 13.6 Vel = 4.38 20.48 1.610 1T 6.27 13.9 13.9 EqK = 5.49 59 C=120 8.00 0.0 0.0 40.72 0.060 14.27 0.9 13.9 Vel = 6.48 A3 40.72 14.8 K = 10.60 20.48 1.049 1T 0.50 13.4 13.4 K = 5.60 59S C=120 5.00 -0.2 0.0 20.48 0.136 5.50 0.7 13.4 Vel = 7.68 59 20.48 13.9 K = 5.49 PATH 9 FROM HYDRAULIC REFERENCE 55 TO A4 20.54 1.049 1E 0.50 13.5 13.5 K = 5.60 55S C=120 2.00 -0.2 0.0 20.54 0.137 2.50 0.3 13.5 Vel = 7.70 1.049 1T 3.99 13.6 13.6 EqK = 5.57 55 C=120 5.00 0.0 0.0 20.54 0.137 8.99 1.2 13.6 Vel = 7.70 A4 20.54 14.8 K = 5.34 PATH 10 FROM HYDRAULIC REFERENCE 60 TO A6 20.98 1.049 1E 0.50 14.0 14.0 K = 5.60 60S C=120 2.00 -0.2 0.0 20.98 0.142 2.50 0.4 14.0 Vel = 7.86 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 9: 7 Tyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 10 FROM HYDRAULIC REFERENCE 60 TO A6 CONTINUED 1.049 1T 1.17 14.2 14.2 EqK = 5.57 60 C=120 5.00 0.0 0.0 20.98 0.142 6.17 0.9 14.2 Vel = 7.86 1.380 1T 7.64 15.0 15.0 112 C=120 6.00 0.0 0.0 20.98 0.037 13.64 0.5 15.0 Vel = 4.54 A6 20.98 15.6 K = 5.32 PATH 11 FROM HYDRAULIC REFERENCE 65 TO A7 21.48 1.049 1E 0.50 14.7 14.7 K = 5.60 65S C=120 2.00 -0.2 0.0 21.48 0.149 2.50 0.4 14.7 Vel = 8.05 1.049 1T 5.02 14.9 14.9 EqK = 5.57 65 C=120 5.00 0.0 0.0 21.48 0.149 10.02 1.5 14.9 Vel = 8.05 A7 21.48 16.4 K = 5.31 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Flow (gpm)ISP20406080100120140150225300375450525600675750JobNorthamton Lumber Yard256 Pleasant St.Northamton, MA Remote Area: 4WaterStatic Pres: Resid. Pres: Flow: Date: 9/13/18Loc: FRONT OF BUILDING 132.0121.01250psipsigpmRequiredPressure: Sys Flow: Sys+Hose: Safety Pres: Hd Elv Pres: 80.243968948.13.2psigpmgpmpsipsiHose AllowanceIn: Out: 100150gpmgpm Supply 3.2 psi 250 gpm hose Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 9: 6 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 4 439 69.5 psi 1 3" Grvd Check Valve Tyco CV-1FR CHART LOSS 439 1.8 1 3" Grvd Butterfly Valve Tyco BFV- 9' 120 3.068 439 1.8 Fixed Flow Flow Loss 100 gpm 1 4" Grvd Butterfly Valve Tyco BFV- 5' 120 4.026 539 0.4 1 6" Grvd Check Valve Tyco CV-1FR CHART LOSS 539 0.4 1 6" Grvd Back Flow Valve Wilkins CHART LOSS 539 3.1 Fixed Flow Flow Loss 150 gpm 1 Pipe 6" DIx18 America DI 350 300' 140 6.338 689 3.2 ______ Hydr Ref R1 Required at Source 689 80.2 psi Water Source132.0 psi static,121.0 psi residual @ 1250 gpm 689 gpm 128.3 psi ======= SAFETY PRESSURE 48.1 psi Available Pressure of 128.3 psi Exceeds Required Pressure of 80.2 psi This is a safety margin of 48.1 psi or 38 % of Supply Maximum Water Velocity is 26.1 fps Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 9: 6 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 Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 9: 6 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) 87 9.50 13.4 87S 10.00 5.60 12.9 20.1 19.2 0.21 88 9.50 15.0 88S 10.00 5.60 14.0 21.0 19.2 0.22 89 9.50 18.9 89S 10.00 5.60 17.7 23.5 19.2 0.25 90 9.50 14.6 90S 10.00 5.60 13.6 20.7 19.2 0.22 91 9.50 13.2 91S 10.00 5.60 12.7 20.0 19.2 0.21 92 9.50 12.4 92S 10.00 5.60 11.9 19.3 19.2 0.20 93 9.50 13.9 93S 10.00 5.60 13.0 20.2 19.2 0.21 94 9.50 17.5 94S 10.00 5.60 16.4 22.7 19.2 0.24 95 9.50 13.7 95S 10.00 5.60 12.8 20.0 19.2 0.21 96 9.50 12.3 96S 10.00 5.60 11.8 19.2 19.2 0.20 97 9.50 13.0 97S 10.00 5.60 12.5 19.8 19.2 0.21 98 9.50 14.5 98S 10.00 5.60 13.5 20.6 19.2 0.21 99 9.50 18.3 99S 10.00 5.60 17.1 23.2 19.2 0.24 100 9.50 14.3 100S 10.00 5.60 13.4 20.5 19.2 0.21 101 9.50 12.8 101S 10.00 5.60 12.3 19.6 19.2 0.20 102 9.50 13.5 102S 10.00 5.60 12.9 20.1 19.2 0.21 103 9.50 15.0 103S 10.00 5.60 14.0 21.0 19.2 0.22 104 9.50 19.0 104S 10.00 5.60 17.8 23.6 19.2 0.25 105 9.50 17.5 105S 10.00 5.60 16.4 22.7 19.2 0.24 106 9.50 15.0 106S 10.00 5.60 14.0 20.9 19.2 0.22 107 9.50 13.8 107S 10.00 5.60 13.2 20.4 19.2 0.21 114 9.50 19.4 115 9.50 20.3 116 9.50 21.1 A9 8.33 39.2 A10 8.33 62.9 A11 8.33 66.8 B1 8.33 22.7 B2 8.33 22.7 B3 8.33 22.9 Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 9: 6 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI^½)) (PSI) (GPM) (GPM) (GPM/SQ.FT) B4 8.33 23.9 B5 8.33 26.2 W 2.67 69.5 Max velocity of 26.08 occurs in the pipe from B5 TO A9 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. Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 9: 6 Tyco Fire Products Page 6 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 96 TO W (PRIMARY PATH) 19.20 1.049 1E 0.50 11.8 11.8 K = 5.60 96S C=120 2.00 0.2 0.0 19.20 0.121 2.50 0.3 11.8 Vel = 7.20 1.049 12.00 12.3 12.3 EqK = 5.48 96 C=120 0.00 0.0 0.0 19.20 0.121 12.00 1.4 12.3 Vel = 7.20 20.03 1.049 1T 7.64 13.7 13.7 EqK = 5.41 95 C=120 5.00 0.0 0.0 39.23 0.452 12.64 5.7 13.7 Vel = 14.70 62.16 1.610 1T 1.17 19.4 19.4 114 C=120 8.00 0.5 0.0 See PATH 2 101.38 0.325 9.17 3.0 19.4 Vel = 16.13 105.23 2.635 8.81 22.9 22.9 B3 C=120 0.00 0.0 0.0 See PATH 5 206.61 0.110 8.81 1.0 22.9 Vel = 12.27 103.65 2.635 10.00 23.9 23.9 B4 C=120 0.00 0.0 0.0 See PATH 3 310.26 0.234 10.00 2.3 23.9 Vel = 18.43 128.67 2.635 1T 12.78 26.2 26.2 B5 C=120 16.47 0.0 0.0 See PATH 7 438.93 0.445 29.26 13.0 26.2 Vel = 26.08 2.635 3E 28.42 39.2 39.2 A9 C=120 24.71 0.0 0.0 438.93 0.445 53.13 23.6 39.2 Vel = 26.08 4.260 2E 40.05 62.9 62.9 A10 C=120 1T 52.67 0.0 0.0 438.93 0.043 92.72 4.0 62.9 Vel = 9.98 6.357 1E 11.67 66.8 66.8 A11 C=120 17.60 2.5 0.0 438.93 0.006 29.27 0.2 66.8 Vel = 4.48 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 9: 6 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 W 438.93 69.5 K = 52.66 20.03 1.049 1T 0.50 12.8 12.8 K = 5.60 95S C=120 5.00 0.2 0.0 20.03 0.130 5.50 0.7 12.8 Vel = 7.51 95 20.03 13.7 K = 5.41 PATH 2 FROM HYDRAULIC REFERENCE 92 TO 114 19.33 1.049 1E 0.50 11.9 11.9 K = 5.60 92S C=120 2.00 0.2 0.0 19.33 0.122 2.50 0.3 11.9 Vel = 7.25 1.049 12.00 12.4 12.4 EqK = 5.48 92 C=120 0.00 0.0 0.0 19.33 0.122 12.00 1.5 12.4 Vel = 7.25 20.16 1.049 7.83 13.9 13.9 EqK = 5.41 93 C=120 0.00 0.0 0.0 39.49 0.458 7.83 3.6 13.9 Vel = 14.80 22.66 1.380 1T 0.97 17.5 17.5 EqK = 5.42 94 C=120 6.00 0.0 0.0 62.16 0.279 6.97 1.9 17.5 Vel = 13.46 114 62.16 19.4 K = 14.10 20.16 1.049 1T 0.50 13.0 13.0 K = 5.60 93S C=120 5.00 0.2 0.0 20.16 0.132 5.50 0.7 13.0 Vel = 7.56 93 20.16 13.9 K = 5.41 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 9: 6 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 22.66 1.049 1T 0.50 16.4 16.4 K = 5.60 94S C=120 5.00 0.2 0.0 22.66 0.164 5.50 0.9 16.4 Vel = 8.50 94 22.66 17.5 K = 5.42 PATH 3 FROM HYDRAULIC REFERENCE 101 TO B4 19.63 1.049 1E 0.50 12.3 12.3 K = 5.60 101S C=120 2.00 0.2 0.0 19.63 0.126 2.50 0.3 12.3 Vel = 7.36 1.049 12.00 12.8 12.8 EqK = 5.48 101 C=120 0.00 0.0 0.0 19.63 0.126 12.00 1.5 12.8 Vel = 7.36 20.47 1.049 1T 7.64 14.3 14.3 EqK = 5.41 100 C=120 5.00 0.0 0.0 40.10 0.471 12.64 6.0 14.3 Vel = 15.03 63.54 1.610 1T 1.17 20.3 20.3 115 C=120 8.00 0.5 0.0 See PATH 4 103.65 0.339 9.17 3.1 20.3 Vel = 16.49 B4 103.65 23.9 K = 21.20 20.47 1.049 1T 0.50 13.4 13.4 K = 5.60 100S C=120 5.00 0.2 0.0 20.47 0.136 5.50 0.7 13.4 Vel = 7.67 100 20.47 14.3 K = 5.41 PATH 4 FROM HYDRAULIC REFERENCE 97 TO 115 19.77 1.049 1E 0.50 12.5 12.5 K = 5.60 97S C=120 2.00 0.2 0.0 19.77 0.127 2.50 0.3 12.5 Vel = 7.41 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 9: 6 Tyco Fire Products Page 9 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 97 TO 115 CONTINUED 1.049 12.00 13.0 13.0 EqK = 5.48 97 C=120 0.00 0.0 0.0 19.77 0.127 12.00 1.5 13.0 Vel = 7.41 20.61 1.049 7.83 14.5 14.5 EqK = 5.41 98 C=120 0.00 0.0 0.0 40.38 0.477 7.83 3.7 14.5 Vel = 15.14 23.16 1.380 1T 0.97 18.3 18.3 EqK = 5.42 99 C=120 6.00 0.0 0.0 63.54 0.290 6.97 2.0 18.3 Vel = 13.76 115 63.54 20.3 K = 14.11 20.61 1.049 1T 0.50 13.5 13.5 K = 5.60 98S C=120 5.00 0.2 0.0 20.61 0.138 5.50 0.8 13.5 Vel = 7.73 98 20.61 14.5 K = 5.41 23.16 1.049 1T 0.50 17.1 17.1 K = 5.60 99S C=120 5.00 0.2 0.0 23.16 0.171 5.50 0.9 17.1 Vel = 8.68 99 23.16 18.3 K = 5.42 PATH 5 FROM HYDRAULIC REFERENCE 91 TO B3 19.95 1.049 1E 0.50 12.7 12.7 K = 5.60 91S C=120 2.00 0.2 0.0 19.95 0.130 2.50 0.3 12.7 Vel = 7.48 1.049 10.50 13.2 13.2 EqK = 5.48 91 C=120 0.00 0.0 0.0 19.95 0.130 10.50 1.4 13.2 Vel = 7.48 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 9: 6 Tyco Fire Products Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 5 FROM HYDRAULIC REFERENCE 91 TO B3 CONTINUED 20.67 1.049 1E 8.80 14.6 14.6 EqK = 5.41 90 C=120 1T 7.00 0.5 0.0 40.62 0.483 15.80 7.6 14.6 Vel = 15.23 64.61 2.635 6.19 22.7 22.7 B2 C=120 0.00 0.0 0.0 See PATH 6 105.23 0.032 6.19 0.2 22.7 Vel = 6.25 B3 105.23 22.9 K = 21.98 20.67 1.049 1T 0.50 13.6 13.6 K = 5.60 90S C=120 5.00 0.2 0.0 20.67 0.138 5.50 0.8 13.6 Vel = 7.75 90 20.67 14.6 K = 5.41 PATH 6 FROM HYDRAULIC REFERENCE 87 TO B2 20.10 1.049 1E 0.50 12.9 12.9 K = 5.60 87S C=120 2.00 0.2 0.0 20.10 0.131 2.50 0.3 12.9 Vel = 7.54 1.049 12.00 13.4 13.4 EqK = 5.49 87 C=120 0.00 0.0 0.0 20.10 0.131 12.00 1.6 13.4 Vel = 7.54 20.96 1.049 7.83 15.0 15.0 EqK = 5.41 88 C=120 0.00 0.0 0.0 41.06 0.492 7.83 3.9 15.0 Vel = 15.39 23.55 1.380 1E 2.14 18.9 18.9 EqK = 5.42 89 C=120 1T 9.00 0.5 0.0 64.61 0.300 11.14 3.3 18.9 Vel = 13.99 2.635 2.00 22.7 22.7 B1 C=120 0.00 0.0 0.0 64.61 0.013 2.00 0.0 22.7 Vel = 3.84 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 9: 6 Tyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn B2 64.61 22.7 K = 13.55 20.96 1.049 1T 0.50 14.0 14.0 K = 5.60 88S C=120 5.00 0.2 0.0 20.96 0.142 5.50 0.8 14.0 Vel = 7.86 88 20.96 15.0 K = 5.41 23.55 1.049 1T 0.50 17.7 17.7 K = 5.60 89S C=120 5.00 0.2 0.0 23.55 0.176 5.50 1.0 17.7 Vel = 8.83 89 23.55 18.9 K = 5.42 PATH 7 FROM HYDRAULIC REFERENCE 102 TO B5 20.15 1.049 1E 0.50 12.9 12.9 K = 5.60 102S C=120 2.00 0.2 0.0 20.15 0.132 2.50 0.3 12.9 Vel = 7.55 1.049 11.44 13.5 13.5 EqK = 5.49 102 C=120 0.00 0.0 0.0 20.15 0.132 11.44 1.5 13.5 Vel = 7.55 20.95 1.049 1T 7.36 15.0 15.0 EqK = 5.41 103 C=120 5.00 0.0 0.0 41.10 0.493 12.36 6.1 15.0 Vel = 15.41 87.57 1.610 1T 1.17 21.1 21.1 116 C=120 8.00 0.5 0.0 See PATH 8 128.67 0.506 9.17 4.6 21.1 Vel = 20.48 B5 128.67 26.2 K = 25.12 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 9: 6 Tyco Fire Products Page 12 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 20.95 1.049 1T 0.50 14.0 14.0 K = 5.60 103S C=120 5.00 0.2 0.0 20.95 0.142 5.50 0.8 14.0 Vel = 7.85 103 20.95 15.0 K = 5.41 PATH 8 FROM HYDRAULIC REFERENCE 107 TO 116 20.37 1.049 1E 0.50 13.2 13.2 K = 5.60 107S C=120 2.00 0.2 0.0 20.37 0.135 2.50 0.3 13.2 Vel = 7.63 1.049 9.00 13.8 13.8 EqK = 5.49 107 C=120 0.00 0.0 0.0 20.37 0.135 9.00 1.2 13.8 Vel = 7.63 20.95 1.049 5.00 15.0 15.0 EqK = 5.41 106 C=120 0.00 0.0 0.0 41.32 0.498 5.00 2.5 15.0 Vel = 15.49 22.65 1.380 5.00 17.5 17.5 EqK = 5.42 105 C=120 0.00 0.0 0.0 63.97 0.294 5.00 1.5 17.5 Vel = 13.86 23.60 1.610 1T 0.64 19.0 19.0 EqK = 5.42 104 C=120 8.00 0.0 0.0 87.57 0.248 8.64 2.1 19.0 Vel = 13.94 116 87.57 21.1 K = 19.07 20.95 1.049 1T 0.50 14.0 14.0 K = 5.60 106S C=120 5.00 0.2 0.0 20.95 0.142 5.50 0.8 14.0 Vel = 7.85 106 20.95 15.0 K = 5.41 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Northamton Lumber Yard Drawing Date:9/13/18 9/13/18 9: 6 Tyco Fire Products Page 13 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 22.65 1.049 1T 0.50 16.4 16.4 K = 5.60 105S C=120 5.00 0.2 0.0 22.65 0.164 5.50 0.9 16.4 Vel = 8.49 105 22.65 17.5 K = 5.42 23.60 1.049 1T 0.50 17.8 17.8 K = 5.60 104S C=120 5.00 0.2 0.0 23.60 0.177 5.50 1.0 17.8 Vel = 8.85 104 23.60 19.0 K = 5.42 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)