Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
REVIEWED FIR2022-0138+Calculations+5.22.2023_7.08.58_AM+3558743
1111 Hydraulic Summary ::� 191tR0P�011111BR] Job Number: 70106 Report Description: Light Hazard (Al) Job Job Number Design Engineer 70106 LAUREN MAIN Job Name: HOUSING HOPE EDMONDS LUTHERAN May 22 2023 State Cerlificalion/License Number Address 1 CITY OF EDMONDS AHJ 8215 236TH ST SW DEVELOPMENT SERVICES CITY OF EDMONDS Address 2 Job Site/Building Address 3 EDMONDS, WA 98026 Drawing Name 70106 Housing Hope Edmonds Lutheran R01 FP1 Buildi System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job SURix 5.6 K-Factor 14.82 at 7.000 Light Hazard Hose Allowance At Source Density Area of Application 100.00 0.100 gpm/ft2 1500.00 ft2 (Actual 949.24 ft2) Additional Hose Supplies Number Of Sprinklers Calculated Number Of Nozzles Calculated Coverage Per Sprinkler Node Flow m 10 0 116.92 ft2 AutoPeek Results: Pressure For Remote Area(s) Adjacent To Most Remote Area WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Travis Clifton Kinne CO a 0835-1021-C Level N Total Hose Streams 100.00 Red Hawk Fire Protection, LLC REDHAHF901QP o ■ System Flow Demand Total Water Required(including Hose Allowance) 157.20 257.20 Maximum Pressure Unbalance In Loops 0.000 ; signature DEC J1, 2J ; I ..... tom ........ tom ........ . fi. Maximum Velocity Above Ground 16.01 between nodes 14 and 101 Maximum Velocity Under Ground 3.61 between nodes 11 and 12 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 7643.19 gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) @ (gpm) (psi) (psi) 11 Water Supply 100.00 65.000 20.000 1900.00 63.887 257.20 52.403 11.484 Contractor Contractor Number 1 Contact Name LAUREN MAIN Contact Title Name of Contractor: RED HAWK FIRE PROTECTION Phone (253) 840-9900 Extension Address 1 801 VALLEY AVE NW, SUITE D FAX Address 2 E-mail laurenm@redhawkfp.com Address 3 PUYALLUP, WA 98371 Web -Site & @ M.E.P.CAD, Inc. Bjjj AutoSPRINK 2022 07.1.16.0 4/27/2023 11:20:18AM Page 1 do I Hydraulic Graph Job Number: 70106 Rannrt rlasrrintinrr I inht Hn7nrri IA11 Water Supply at Node 11 100 90 80 70 Static Pressure 65.000 60 Q 157.20 %52.403 257.20 with hose streams 50 40 30 S stem demand curve 20 1900.00 @ 20.000 10 0 0400 800 1200 1600 2000 2400 2800 3200 3600 4000 Water flow, gpm Hydraulic Graph Water Supply at Node 11 Static: Pressure 65.000 Residual: Pressure 20.000 @ 1900.00 Available Pressure at System Demand 63.887 @ 257.20 Required P aaama at System Demand 52.403 @ 157.20 Required Pressure at system Demand d—ding Hose Allowance et Source) 52.403 @ 257.20 L © M.E.P.CAD, Inc. 411 AutoSPRINK 2022 07.1.16.0 4/27/2023 11:20:20AM Page 2 1111Summary Of Outflowing Devices ., L� Job Number: 70106 Report Description: Light Hazard (Al) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor K Pressure (psi) Sprinkler 151 16.29 13.00 5.6 8.459 Sprinkler 152 15.79 13.00 5.6 7.950 Sprinkler 153 15.65 13.00 5.6 7.810 C> Sprinkler 154 14.82 13.00 5.6 7.000 Sprinkler 155 16.97 13.00 5.6 9.182 Sprinkler 156 16.33 13.00 5.6 1 8.508 Sprinkler 157 16.04 13.00 5.6 8.206 Sprinkler 158 15.08 13.00 5.6 7.256 Sprinkler 159 15.10 13.00 5.6 7.274 Sprinkler 160 1 15.13 1 13.00 1 5.6 7.295 Most Demanding Sprinkler Data L4 © M.E.P.CAD, Inc. 8111 AutoSPRINK 2022 v17.1.16.0 4/27/2023 11:20:21AM Page 3 1111 Node Analysis Job Number: 70106 Reoort Description: Light Hazard Al) Node Elevation Foot Fittings Pressure si Discharge(gpm 11 -1-7'/2 S 52.403 157.20 151 11-7 Spr -8.459 8.459 16.29 152 11-7 Spr -7.950 7.950 15.79 153 11-6 S r -7.810 7.810 15.65 154 11-6 S r -7.000 7.000 14.82 155 11-6 S r -9.182 9.182 16.97 156 11-6 S r -8.508 8.508 16.33 157 11-6 S r -8.206 8.206 16.04 158 11-6 Spr -7.256 7.256 15.08 159 11-6 Spr -7.274 7.274 15.10 160 11-6 Spr -7.295 7.295 15.13 12 0-6 51.169 13 1-9'/z BFP 50.609 14 3-4 49.928 101 12-0 T 8-0 , Tr 1-0 12.141 102 12-0 T 8-0 9.081 103 12-0 E 7-0 8.793 105 12-0 E 7-0 8.254 106 12-0 T 5-0 , Tr 1-0 7.945 108 12-0 T 5-0 , Tr 1-0 9.382 109 12-0 T 5-0 , Tr 1-0 8.888 110 12-0 T 8-0 8.592 111 12-0 T 5-0 8.145 625 12-0 T 8-0 , Tr 1-0 9.746 kl © M.E.P.CAD, Inc. Ill AutoSPRINK 2022 07.1.16.0 4/27/2023 11:20:22AM Page 4 1111 Hydraulic Analysis Job Number: 70106 Report Description: Light Hazard (Al) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary QD•••••Route 1••••• BL 1.1010 14.82 4.99 120 0.059022 10-8 Pf 1.161 154 106 11-6 12-0 14.82 5.6 7.000 7.945 Sprinkler, E(7-0), 2Tr(1-0) 9-0 19-8 Pe Pv -0.217 BL 1.5980 30.47 4.87 150 0.024155 8-3'/z Pf 0.393 106 717 12-0 12-0 15.65 7.945 8.338 Flow (q) from Route 5 T(8-0) 8-0 16-3'/z Pe Pv BL 1.5980 46.26 7.40 150 0.052300 6-2'/z Pf 0.743 717 102 12-0 12-0 15.79 8.338 9.081 Flow (q) from Route 6 T(8-0) 8-0 14-2'/z Pe Pv BL 1.5980 62.54 10.00 150 0.091386 16-6 Pf 3.061 102 101 12-0 12-0 16.29 9.081 12.141 Flow (q) from Route 8 2T(8-0), Tr(1-0) 17-0 33-6 Pe Pv BL 2.0030 157.20 16.01 150 0.167351 107-4'/z Pf 34.037 101 14 12-0 3-4 94.66 12.141 49.928 Flow (q) from Route 2 14Tr(2-0), 4cplg(1-0), 3E(11-0), 3T(10-0), f(-0.000), U(1-0) 96-0 203-4'/z Pe Pv 3.750 DY 4.2200 157.20 3.61 140 0.005046 0-0 Pf 0.000 14 13 3-4 1-9'/. 49.928 50.609 BFP 0-0 Pe Pv 0.681 FIR 4.3100 157.20 3.46 150 0.004008 1-3'/z Pf 0.005 13 12 1-9'/2 0-6 50.609 51.169 1-3'/z Pe Pv 0.555 UG 4.2200 157.20 3.61 140 0.005046 43-8 Pf 0.305 12 11 0-6 -1-7'/z 51.169 52.403 E(16-8'/z), S 16-8'/2 60-5 Pe Pv 0.929 100.00 Hose Allowance At Source 11 257.20 40•••••Route 2••••• BL 1.1010 15.08 5.08 120 0.061017 6-5'/2 Pf 1.552 158 110 11-6 12-0 15.08 5.6 7.256 8.592 Sprinkler, 2E(7-0), T(5-0) 19-0 25-5'/z Pe Pv -0.217 BL 1.5980 45.31 7.25 150 0.050347 4-10'/z Pf 0.297 110 109 12-0 12-0 30.23 8.592 8.888 Flow (q) from Route 3 Tr(1-0) 1-0 5-10'/z Pe Pv BL 1.5980 61.36 9.81 150 0.088202 8-8'/2 Pf 0.858 109 625 12-0 12-0 16.04 8.888 9.746 Flow (q) from Route 7 Tr(1-0) 1-0 9-8'/2 Pe Pv BL 1.5980 94.66 15.14 150 0.196719 10-2 Pf 2.395 625 101 12-0 12-0 33.30 9.746 12.141 Flow (q) from Route 9 cplg(1-0), Tr(1-0) 2-0 12-2 Pe Pv �•••••Route 3••••• BL 1.1010 15.10 5.09 120 0.061156 5-9'/2 Pf 1.088 159 111 11-6 12-0 15.10 5.6 7.274 8.145 Sprinkler, E(7-0), T(5-0) 12-0 17-9'/2 Pe Pv -0.217 BL 1.5980 30.23 4.84 150 0.023808 10-9 Pf 0.447 111 110 12-0 12-0 15.13 8.145 8.592 Flow (q) from Route 4 T(8-0) 8-0 18-9 Pe Pv o•••••Route 4••••• BL 1.1010 15.13 5.10 120 0.061321 5-4'/z Pf 1.066 160 111 11-6 12-0 15.13 5.6 7.295 8.145 Sprinkler, E(7-0), T(5-0) 12-0 17-4'/2 Pe Pv -0.217 v•••••Route 5••••• DR 1.1010 15.65 5.27 120 0.065312 0-6'/2 Pf 0.361 153 106 11-6 12-0 15.65 5.6 7.810 7.945 Sprinkler, T(5-0) 5-0 5-6'/z Pe Pv -0.226 �•••••Route 6••••• DR 1.1010 15.79 5.32 120 0.066394 0-5'/2 Pf 0.494 152 105 11-7 12-0 15.79 5.6 7.950 8.254 Sprinkler, E(7-0) 7-0 7-5'/z Pe Pv -0.190 BL 1.1010 15.79 5.32 150 0.043939 0-11 Pf 0.084 105 717 12-0 12-0 8.254 8.338 Tr(1-0) 1-0 1-11 Pe Pv v•••••Route 7••••• BL 1.1010 16.04 5.41 120 0.068369 1-2 Pf 0.899 157 109 11-6 12-0 16.04 5.6 8.206 8.888 Sprinkler, E(7-0), T(5-0) 12-0 13-2 Pe Pv -0.217 Its © M.E.P.CAD, Inc. y15 AutoSPRINK 2022 v17.1.16.0 4/27/2023 11:20:24AM Page 5 1111 Hydraulic Analysis Job Number: 70106 Report Description: Light Hazard (Al) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary 40•••••Route 8••••• DR 1.1010 16.29 5.49 120 0.070320 0-5'/z 7-0 7-5'/z Pf Pe Pv 0.523 -0.190 151 11-7 16.29 5.6 8.459 Sprinkler, 103 12-0 8.793 E(7-0) BL 1.1010 16.29 5.49 150 0.046537 1-2'/z Pf 0.288 103 102 12-0 12-0 8.793 9.081 T(5-0) 5-0 6-2'/z Pe Pv v•••••Route 9••••• BL 1.1010 16.33 5.50 120 0.070693 7-5'/z Pf 1.091 156 108 11-6 12-0 16.33 5.6 8.508 9.382 Sprinkler, E(7-0), Tr(1-0) 8-0 15-5'/z Pe Pv -0.217 BL 1.5980 33.30 5.33 150 0.028481 4-9'/z Pf 0.364 108 625 12-0 12-0 16.97 9.382 9.746 Flow (q) from Route 10 T(8-0) 8-0 12-9'/z Pe Pv �•••••Route 10••••• BL 1.1010 16.97 5.72 120 0.075860 0-6 Pf 0.417 155 108 11-6 12-0 16.97 5.6 9.182 9.382 Sprinkler, T(5-0) 5-0 5-6 Pe Pv -0.217 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule ( Schedule 40 Steel Pipe Inside Diameter 4.87 ) Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 [�, © M.E.P.CAD, Inc. y15 AutoSPRINK 2022 07.1.16.0 4/27/2023 11:20:24AM Page 6 pflyHydraulic Analysis Job Number: 70106 rteport uescription: ugnt hazara (A-1) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm -Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gp m b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop BFP BacPreventer DY Dynamic y Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FIR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen -Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DeIV Deluge Valve SN Swing Nipple DPV Dry Pipe Valve SP Sprig Pn Normal pressure at a point in a pipe E 90' Elbow ST Stand Pipe Pf Pressure loss due to friction between points EE 45° Elbow UG Underground Pe Pressure due to elevation difference between indicated Eel 111W Elbow points Ee2 22'/z Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FIN Floating Node fT FireLock(TM) Tee 9 Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cao [�, © M.E.P.CAD, Inc. 115 AutoSPRINK 2022 07.1.16.0 4/27/2023 11:20:24AM Page 7 1111 Hydraulic Summary Job Number: 70106 Report Description: Residential 13R (A2) Job Job Number Design Engineer 70106 LAUREN MAIN Job Name: HOUSING HOPE EDMONDS LUTHERAN State Cerlification/License Number Address 1 8215 236TH ST SW AHJ CITY OF EDMONDS Address 2 Job Site/Building Address 3 EDMONDS, WA 98026 Drawing Name 70106 Housing Hope Edmonds Lutheran R01 FP1 Buildi System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job SURix 4.9 K-Factor 13.00 at 7.039 Residential 13R Hose Allowance At Source Density Area of Application 100.00 0.100 gpm/ft2 377.46 ft2 (Actual 377.46 ft2) Additional Hose Supplies Number Of Sprinklers Calculated Number Of Nozzles Calculated Coverage Per Sprinkler Node Flow m 4 0 256.00 ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area ............. ...... ....... WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Travis Clifton Kinne Cl) ■ ■ ■0835-1021-C Level3 CD■ True Hose Streams 100.00 ■ ■ Red Hawk Fire Protection, LLC 00) ■ ■ CV System Flow Demand Total Water Requiretl (including Hose Allowance 54.87 154.87 ■ ■ ■ REDHAHF901QP o■ Maximum Pressure Unbalance In Loops 0.000 Explr�s ■ Signature DEC 31.23 111 Maximum Velocity Above Ground 9.63 between nodes 118 and 119 , 16 ............................ a Maximum Velocity Under Ground 1.26 between nodes 11 and 12 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 7643.19 gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) @ (gpm) (psi) (psi) 11 Water Supply 100.00 65.000 20.000 1900.00 64.565 154.87 32.507 32.058 Contractor JIM Cion(reetor Number 1 Contact Name LAUREN MAIN Contact Title Name of Contractor: RED HAWK FIRE PROTECTION Phone (253) 840-9900 Extension Address 1 801 VALLEY AVE NW, SUITE D FAX Address 2 E-mail laurenm@redhawkfp.com Address 3 PUYALLUP, WA 98371 Web -Site & © M.E.P.CAD, Inc. Bjjd AutoSPRINK 2022 07.1.16.0 4/27/2023 11:23:12AM Page 1 do I Hydraulic Graph Job Number: 70106 Rannrt nasrrintinn- Rasiriantinl VAR /A91 Water Supply at Node 11 100 90 80 70 Static Pressure 65.000 60 N Q 50 40 54.87 32.507 154.87 with hose streams 30 S stem demand curve 20 1900.00 @ 20.000 10 0 0400 800 1200 1600 2000 2400 2800 3200 3600 4000 Water flow, gpm Hydraulic Graph Water Supply at Node 11 Static: Pressure 65.000 Residual: Pressure 20.000 @ 1900.00 Available Pressure at System Demand 64.565 @ 154.87 Required P aaama at System Demand 32.507 @ 54.87 Required Pressure at System Demand in —mg Hose Allowance et Source) 32.507 @ 154.87 L © M.E.P.CAD, Inc. 411 AutoSPRINK 2022 07.1.16.0 4/27/2023 11:23:14AM Page 2 1111Summary Of Outflowing Devices ., L� Job Number: 70106 Report Description: Residential 13R (A2) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor K Pressure (psi) Sprinkler 161 13.30 13.00 4.9 7.365 b Sprinkler 162 13.00 13.00 4.9 7.039 Sprinkler 163 14.36 13.00 4.9 8.589 Sprinkler 164 14.21 13.00 4.9 8.411 b Most Demanding Sprinkler Data [M © M.E.P.CAD, Inc. AutoSPRINK 2022 07.1.16.0 4/27/2023 11:23:15AM Page 3 1111 Node Analysis Job Number: 70106 Report Description: Residential 13R (A2) Node Elevation Foot Fittings Pressure si Discharge(gpm 11 -1-71/z S 32.507 54.87 161 30-3 Spr -7.365 7.365 13.30 162 30-3 Spr -7.039 7.039 13.00 163 30-3 S r -8.589 8.589 14.36 164 30-3 S r -8.411 8.411 14.21 12 0-6 31.535 13 1-9% BFP 30.979 14 3-4 30.298 100 12-0 E 11-0 23.659 112 16-0 20.830 113 16-0 20.830 114 26-8 15.903 115 26-8 15.903 116 30-8 T 5-0 , Tr 2-0 12.045 117 30-8 T 5-0 , Tr 1-0 7.617 118 30-8 E 7-0 11.923 kl © M.E.P.CAD, Inc. Ill AutoSPRINK 2022 07.1.16.0 4/27/2023 11:23:17AM Page 4 1111 Hydraulic Analysis Job Number: 70106 Report Description: Residential 13R (A2) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary -*••••• Route 1••••• DR 162 117 1.1010 30-3 30-8 13.00 13.00 4.38 4.9 150 7.039 7.617 0.030666 Sprinkler, 2E(7-0), Tr(1-0) 10-0'/z 15-0 25-0'/z Pf Pe Pv 0.768 -0.190 BL 1.1010 26.30 8.86 150 0.112904 17-2'/z Pf 4.428 117 116 30-8 30-8 13.30 7.617 12.045 Flow (q) from Route 2 3Tr(1-0), 2E(7-0), T(5-0) 22-0 39-2'/z Pe Pv BL 2.0030 54.87 5.59 150 0.023875 68-11'/2 Pf 2.124 116 115 30-8 26-8 28.57 12.045 15.903 Flow (q) from Route 3 5Tr(2-0), T(10-0) 20-0 88-11% Pe Pv 1.734 2.0030 54.87 5.59 150 0.023875 0-0 Pf 0.000 115 114 26-8 26-8 15.903 15.903 0-0 Pe Pv BL 2.0030 54.87 5.59 150 0.023875 10-8 Pf 0.302 114 113 26-8 16-0 15.903 20.830 Tr(2-0) 2-0 12-8 Pe Pv 4.624 2.0030 54.87 5.59 120 0.036076 0-0 Pf 0.000 113 112 16-0 16-0 20.830 20.830 0-0 Pe Pv BL 2.0030 54.87 5.59 120 0.036076 8-4 Pf 1.095 112 100 16-0 12-0 20.830 23.659 2E(11-0) 22-0 30-4 Pe Pv 1.734 BL 2.0030 54.87 5.59 150 0.023875 54-0'/2 Pf 2.890 100 14 12-0 3-4 23.659 30.298 6Tr(2-0), 3T(10-0), 2cplg(1-0), 2 E(11-0), f(-0.000), U(1-0) 67-0 121-0'/2 Pe Pv 3.750 DY 4.2200 54.87 1.26 140 0.000720 0-0 Pf 0.000 14 13 3-4 1-9'/. 30.298 30.979 BFP 0-0 Pe Pv 0.681 FIR 4.3100 54.87 1.21 150 0.000572 1-3'/z Pf 0.001 13 12 1-9'/2 0-6 30.979 31.535 1-3'/z Pe Pv 0.555 UG 4.2200 54.87 1.26 140 0.000720 43-8 Pf 0.043 12 11 0-6 -1-7'/z 31.535 32.507 E(16-8'/2), S 16-8'/2 60-5 Pe Pv 0.929 100.00 Hose Allowance At Source 11 154.87 .+••••• Route 2••••• DR 1.1010 13.30 4.48 150 0.031977 1-10 Pf 0.442 161 117 30-3 30-8 13.30 4.9 7.365 7.617 Sprinkler, E(7-0), T(5-0) 12-0 13-10 Pe Pv -0.190 40•••••Route 3••••- DR 1.1010 14.21 4.79 150 0.036161 11-3 Pf 0.697 164 119 30-3 30-8 14.21 4.9 8.411 8.919 Sprinkler, E(7-0), Tr(1-0) 8-0 19-3 Pe Pv -0.190 BL 1.1010 28.57 9.63 150 0.131626 12-10 Pf 3.005 119 118 30-8 30-8 14.36 8.919 11.923 Flow (q) from Route 4 3Tr(1-0), E(7-0) 10-0 22-10 Pe Pv BL 2.0030 28.57 2.91 150 0.007139 11-0 Pf 0.121 118 116 30-8 30-8 11.923 12.045 3Tr(2-0) 6-0 17-0 Pe Pv v•••••Route 4••••• DR 1.1010 14.36 4.84 150 0.036865 1 2-1 Pf 0.519 163 119 30-3 30-8 14.36 4.9 8.589 8.919 Sprinkler, E(7-0), T(5-0) 12-0 14-1 Pe Pv -0.190 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule ( Schedule 40 Steel Pipe Inside Diameter 4.87 ) Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 M� © M.E.P.CAD, Inc. y15 AutoSPRINK 2022 07.1.16.0 4/27/2023 11:23:18AM Page 5 pflyHydraulic Analysis Job Number: 70106 rtepon uescription: rtesiaentiai isK t,vz/ Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm -Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gp m b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop BFP BacPreventer DY Dynamic y Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FIR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen -Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DeIV Deluge Valve SIN Swing Nipple DPV Dry Pipe Valve SP Sprig Pn Normal pressure at a point in a pipe E 90' Elbow ST Stand Pipe Pf Pressure loss due to friction between points EE 45° Elbow UG Underground Pe Pressure due to elevation difference between indicated Eel 111W Elbow points Ee2 22'/z Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FIN Floating Node fT FireLock(TM) Tee 9 Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cao © M.E.P.CAD, Inc. 115 AutoSPRINK 2022 07.1.16.0 4/27/2023 11:23:18AM Page 6