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REVIEWED FIR2022-0135+Calculations+5.22.2023_7.24.18_AM+35587711111 Hydraulic Summary F I R2022-0135 Job Number: 70106 Report Description: Residential 13R (C) Job Job Number Design Engineer 70106 RECEIVE LAUREN MAIN Job Name: HOUSING HOPE EDMONDS LUTHERAN State CerlificationlLicense Number Address 1 8215 236TH ST SW CITY OF EDMONDS AHJ CITY OF EDMONDS Address2 DEPARTMENT Job Sits/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 432.04 ft2 (Actual 432.04 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 Areas) Adjacent To Most Remote Area WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Travis Clifton Kinne N 0835-1021-C Level 0 Total Hose Streams 100.00 Red Hawk Fire Protection, LLC REDHAHF901QP o Ai System Flow Demand Total Water Required(including Hose Allowance) 55.64 155.64 1 /�� Expires Maximum Pressure Unbalance In Loops 0.000 Signature DEC 31, 23 ; ............................+ Maximum Velocity Above Ground 9.81 between nodes 306 and 307 Maximum Velocity Under Ground 1.28 between nodes 31 and 32 Volume capacity of Wet Pipes Volume capacity of Dry Pipes Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) @ (gpm) (psi) (psi) 31 Water Supply 100.00 65.000 20.000 1900.00 64.561 155.64 29.556 35.004 Contractor JIM Cion,.dor 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 8:53:39AM Page 1 do I Hydraulic Graph Job Number: 70106 Rannrt nasrrintinrr Rasiriantial VAR /r1 Water Supply at Node 31 100 90 80 70 Static Pressure 65.000 60 N Q 50 40 5.64 29.556 30 155.64 with hose streams 20 S stem demand curve 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 31 Static: Pressure 65.000 Residual: Pressure 20.000 @ 1900.00 Available Pressure at System Demand 64.561 @ 155.64 Required P aaama at Syslem Demand 29.556 @ 55.64 Required Pressure at System Demand (InG mg Hose Allowance et Source) 29.556 @ 155.64 L © M.E.P.CAD, Inc. 411 AutoSPRINK 2022 07.1.16.0 4/27/2023 8:53:41AM Page 2 1111Summary Of Outflowing Devices ., L� Job Number: 70106 Report Description: Residential 13R (C) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor K Pressure (psi) Sprinkler 351 13.54 13.00 4.9 7.636 b Sprinkler 352 13.00 13.00 4.9 7.039 Sprinkler 353 14.73 13.00 4.9 9.037 Sprinkler 354 14.37 13.00 4.9 8.603 b Most Demanding Sprinkler Data [M © M.E.P.CAD, Inc. AutoSPRINK 2022 07.1.16.0 4/27/2023 8:53:42AM Page 3 1111 Node Analysis Job Number: 70106 Report Description: Residential 13R (C) Node Elevation Foot Fittings Pressure(psi) Discharge(gpm 31 -1-71/z S 29.556 55.64 351 26-9 Spr -7.636 7.636 13.54 352 26-9 Spr -7.039 7.039 13.00 353 26-9 S r -9.037 9.037 14.73 354 26-9 S r -8.603 8.603 14.37 32 0-6 28.573 33 3-4 27.341 300 13-6 19.175 301 13-6 19.175 302 22-2 15.156 303 22-2 15.156 304 27-2 T 5-0 , Tr 2-0 11.548 305 27-2 T 5-0 , Tr 1-0 7.919 306 27-2 b 1-0 11.388 307 27-2 T 5-0 , Tr 1-0 9.058 kl © M.E.P.CAD, Inc. Ill AutoSPRINK 2022 07.1.16.0 4/27/2023 8:53:43AM Page 4 1111 Hydraulic Analysis Job Number: 70106 Report Description: Residential 13R (C) 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••••• BL 352 305 1.1010 26-9 27-2 13.00 13.00 4.38 4.9 150 7.039 7.919 0.030666 Sprinkler, 3E(7-0), Tr(1-0) 12-11 22-0 34-11 Pf Pe Pv 1.070 -0.190 BL 1.1010 26.54 8.94 150 0.114837 14-7 Pf 3.629 305 304 27-2 27-2 13.54 7.919 11.548 Flow (q) from Route 2 3T(5-0), 2Tr(1-0) 17-0 31-7 Pe Pv CM 2.0030 55.64 5.67 150 0.024501 42-9'/2 Pf 1.440 304 303 27-2 22-2 29.10 11.548 15.156 Flow (q) from Route 3 3Tr(2-0), T(10-0) 16-0 58-9'/2 Pe Pv 2.168 2.0030 55.64 5.67 150 0.024501 0-0 Pf 0.000 303 302 22-2 22-2 15.156 15.156 0-0 Pe Pv CM 2.0030 55.64 5.67 150 0.024501 8-8 Pf 0.261 302 301 22-2 13-6 15.156 19.175 Tr(2-0) 2-0 10-8 Pe Pv 3.757 2.0030 55.64 5.67 150 0.024501 0-0 Pf 0.000 301 300 13-6 13-6 19.175 19.175 0-0 Pe Pv CM 2.0030 55.64 5.67 150 0.024501 71-8'/2 Pf 3.766 300 33 13-6 3-4 19.175 27.341 3T(10-0), 14Tr(2-0), 2E(11-0), 2f (-0.000), U(1-0), cplg(1-0) 82-0 153-8'/2 Pe Pv 4.400 FIR 4.3100 55.64 1.22 120 0.000887 0-6 Pf 0.000 33 32 3-4 0-6 27.341 28.573 BFP 0-6 Pe Pv 1.232 UG 4.2200 55.64 1.28 140 0.000739 56-4'/2 Pf 0.054 32 31 0-6 -1-7'/2 28.573 29.556 E(16-8'/2), S 16-8'/2 73-1 Pe Pv 0.929 100.00 Hose Allowance At Source 31 155.64 -•••••Route 2••••• BL 1.1010 13.54 4.56 150 0.033064 2-4 Pf 0.473 351 305 26-9 27-2 13.54 4.9 7.636 7.919 Sprinkler, E(7-0), T(5-0) 12-0 14-4 Pe Pv -0.190 �•••••Route 3••••• BL 1.1010 14.37 4.84 150 0.036923 9-5'/2 Pf 0.644 354 307 26-9 27-2 14.37 4.9 8.603 9.058 Sprinkler, E(7-0), Tr(1-0) 8-0 17-5'/2 Pe Pv -0.190 BL 1.1010 29.10 9.81 150 0.136192 14-1'/2 Pf 2.330 307 306 27-2 27-2 14.73 9.058 11.388 Flow (q) from Route 4 2Tr(1-0), b(1-0) 3-0 17-1'/2 Pe Pv CM 2.0030 29.10 2.96 150 0.007387 8-7'/2 Pf 0.160 306 304 27-2 27-2 11.388 11.548 E(11-0), Tr(2-0) 13-0 21-7'/2 Pe Pv o•••••Route 4••••• BL 1.1010 14.73 4.96 150 0.038643 0-5'/2 Pf 0.210 353 307 26-9 27-2 14.73 4.9 9.037 9.058 Sprinkler, T(5-0) 5-0 5-5'/2 Pe Pv -0.190 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter ( Schedule 4.87 ) Factor 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 8:53:45AM Page 5 pflyHydraulic Analysis Job Number: 70106 rteport uescripnon: rtesiaennai isrt lL;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 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 8:53:45AM Page 6