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REVIEWED FIR2022-0137+Calculations+5.22.2023_7.28.58_AM+35587781111 Hydraulic Summary FIR2022-0137 Job Number: 70106 Report Description: Residential 13R (D) Job Job Number Design Engineer 70106 LAUREN MAIN Job Name: RECEIVED HOUSING HOPE EDMONDS LUTHERAN State CerlificationlLicense Number Address 1 May 22 2023 8215 236TH ST SW AHJ CITY OF EDMONDS Address2 DEVELOPMENT SERVICES Job Sits/Building DEPARTMENT 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 SURiz 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 900.00 ft2 (Actual 426.12 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 i Travis Clifton Kinne co 0835-1021-C Level N Total Hose Streams 100.00 Red Hawk Fire Protection, LLC N System Flow Demand Total Water Required(including Hose Allowance) 58.05 158.05 REDHAHF901QP of Maximum Pressure Unbalance In Lcops 0.000 EXPI►es , Signature DEC 37,4.Z ; Maximum Velocity Above Ground 19.56 between nodes 404 and 405 ............................ ■ Maximum Velocity Under Ground 1.33 between nodes 41 and 42 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) 41 Water Supply 100.00 65.000 20.000 1900.00 64.548 158.05 37.636 26.912 Contractor Contrector 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 12:36:30PM Page 1 do I Hydraulic Graph Job Number: 70106 Rannrt nasrrintinrr Rasiriantinl 13R in) Water Supply at Node 41 100 90 80 70 Static Pressure 65.000 60 N Q 50 40 8.05 37.636 i 158.05 with hose streams 30 S stem demand curve 20 19C 0.00 @ 20.000 10 0 0400 800 1200 1600 2000 2400 2800 3200 3600 4000 Water flow, gpm Hydraulic Graph Water Supply at Node 41 Static: Pressure 65.000 Residual: Pressure 20.000 @ 1900.00 Available Pressure at System Demand 64.548 @ 158.05 Required P aaama at System Demand 37.636 @ 58.05 Required Pressure at System Demand in —mg Hose Allowance et Source) 37.636 @ 158.05 L © M.E.P.CAD, Inc. 411 AutoSPRINK 2022 07.1.16.0 4/27/2023 12:36:32PM Page 2 1111Summary Of Outflowing Devices ., L� Job Number: 70106 Report Description: Residential 13R (D) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor K Pressure (psi) Sprinkler 451 18.32 13.00 4.9 13.976 Sprinkler 452 13.38 13.00 4.9 7.455 Sprinkler 453 13.35 13.00 4.9 7.425 b Sprinkler 454 13.00 13.00 4.9 7.039 b Most Demanding Sprinkler Data L� © M.E.P.CAD, Inc. > AutoSPRINK 2022 07.1.16.0 4/27/2023 12:36:33PM Page 3 1111 Node Analysis Job Number: 70106 Report Description: Residential 13R (D) Node Elevation Foot Fittings Pressure si Discharge(gpm 41 -1-7'/2 S 37.636 58.05 451 26-9 Spr-13.976 13.976 18.32 452 26-9 Spr -7.455 7.455 13.38 453 26-9 S r -7.425 7.425 13.35 454 26-8'/2 S r -7.039 7.039 13.00 42 0-6 36.674 43 3-4 35.442 400 10-7'/z 28.050 401 10-7'/2 28.050 402 22-5'/2 22.551 403 22-5'/2 22.551 404 27-2 E 7-0 17.782 405 27-2 T 5-0 , Tr 1-0 14.101 406 27-2 C 5-0 , Tr 1-0 7.711 kl © M.E.P.CAD, Inc. Ill AutoSPRINK 2022 07.1.16.0 4/27/2023 12:36:35PM Page 4 Hydraulic Analysis I or Job Number: 70106 Report Description: Residential 13R (D) 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••••• DR 454 406 1.1010 26-81/ 27-2 13.00 13.00 4.38 4.9 150 7.039 7.711 0.030666 13-1 15-0 28-1 Pf Pe Pv 0.862 -0.190 Sprinkler, 2E(7-0), Tr(1-0) BL 1.1010 39.73 13.39 150 0.242245 11-4'/z Pf 6.390 406 405 27-2 27-2 13.35 + 13.38 7.711 14.101 Flow (q) from Route 2 and 3 2E(7-0), Tr(1-0) 15-0 264'% Pe Pv BL 1.1010 58.05 19.56 150 0.488533 0-6'/z Pf 3.680 405 404 27-2 27-2 18.32 14.101 17.782 Flow (q) from Route 4 E(7-0) 7-0 7-6'% Pe Pv CM 2.0030 58.05 5.91 150 0.026498 76-11'/2 Pf 2.728 404 27-2 17.782 26-0 Pe 2.042 2.0030 58.05 5.91 150 0.026498 0-0 Pf 0.000 403 402 22-5'/z 22-5'/z 22.551 22.551 0-0 Pe Pv 402 401 22-5'/z 10-7'/2 22.551 28.050 Tr(2-0) 2-0 13-10 Pe Pv 5.133 2.0030 58.05 5.91 150 0.026498 0-0 Pf 0.000 401 400 10-7'/z 10-7'/2 28.050 28.050 0-0 Pe Pv CM 2.0030 58.05 5.91 150 0.026498 80-8'/z Pf 4.232 400 43 10-7'/z 3-4 28.050 35.442 2T(10-0), 12Tr(2-0), 3E(11-0), f(- 0.000), U(1-0), cplg(1-0) 79-0 159-8'/2 Pe Pv 3.160 FIR 4.3100 58.05 1.28 150 0.000635 0-6 Pf 0.000 43 42 3-4 0-6 35.442 36.674 BFP 0-6 Pe Pv 1.232 UG 4.2200 58.05 1.33 140 0.000799 34-10'/z Pf 0.041 42 41 0-6 -1-7'/z 36.674 37.636 E(16-8'/2), S 16-8'/2 51-7 Pe Pv 0.920 100.00 Hose Allowance At Source 41 158.05 v•••••Route 2••••• DR 1.1010 13.35 4.50 150 0.032221 2-9 Pf 0.475 453 406 26-9 27-2 13.35 4.9 7.425 7.711 Sprinkler, E(7-0), C(5-0) 12-0 14-9 Pe Pv -0.190 �•••••Route 3••••• DR 1.1010 13.38 4.51 150 0.032339 1-9'/2 Pf 0.446 452 406 26-9 27-2 13.38 4.9 7.455 7.711 Sprinkler, E(7-0), C(5-0) 12-0 13-9'/2 Pe Pv -0.190 o•••••Route 4••••• DR 1.1010 18.32 6.17 150 0.057838 0-5'/z Pf 0.314 451 405 26-9 27-2 18.32 4.9 13.976 14.101 Sprinkler, T(5-0) 5-0 5-5'/z Pe Pv -0.190 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter ( Schedule 40 Steel Pipe Inside Diameter 4.87 ) Factor 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 12:36:36PM Page 5 pflyHydraulic Analysis Job Number: 70106 rteport uescripnon: rtesiaennai isrt tu/ 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 Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap [�, © M.E.P.CAD, Inc. 115 AutoSPRINK 2022 07.1.16.0 4/27/2023 12:36:36PM Page 6