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REVIEWED FIR2022-0136+Calculations+5.22.2023_7.14.02_AM+3558746F I R2022-0136 Hydraulic Summary Job Number: 70106 Report Description: Residential 13R (B) Job Job Number Design Engineer 70106 RECEIVED LAUREN MAIN Job Name: HOUSING HOPE EDMONDS LUTHERAN State CerlificationlLicense Number Address 1 8215 236TH ST SW MayAHJ CITY OF EDMONDS 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 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 355.31 ft2 (Actual 355.31 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 Left: 26.696 r............................IN 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, LLCCo i REDHAHF901QP o ai System Flow Demand Total Water Required(including Hose Allowance) 54.69 154.69 EX IroS ■ Maximum Pressure Unbalance In Loops 0.000 Signature23 ; Ib ...................... . Maximum Velocity Above Ground 9.56 between nodes 206 and 207 Maximum Velocity Under Ground 1.25 between nodes 21 and 22 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) 21 Water Supply 100.00 65.000 20.000 71900.00 64.565 154.69 29.661 34.905 Contractor Conlrector 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 10:02:50AM Page 1 do I Hydraulic Graph Job Number: 70106 Rannrt rlascrin inn- Rasirlantial 13R (R) Water Supply at Node 21 100 90 80 70 Static Pressure 65.000 60 N Q 50 40 4.69 29.661 30 154.69 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 21 Static: Pressure 65.000 Residual: Pressure 20.000 @ 1900.00 Available Pressure at System Demand 64.565 @ 154.69 Required P aaama at System Demand 29.661 @ 54.69 Required Pressure at System Demand (InG mg Hose Allowanceet Source) 29.661 @ 154.69 L © M.E.P.CAD, Inc. 411 AutoSPRINK 2022 07.1.16.0 4/27/2023 10:02:52AM Page 2 1111Summary Of Outflowing Devices ., L� Job Number: 70106 Report Description: Residential 13R (B) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor K Pressure (psi) Sprinkler 251 13.31 13.00 4.9 7.384 b Sprinkler 252 13.00 13.00 4.9 7.039 Sprinkler 253 14.35 13.00 4.9 8.582 Sprinkler 254 14.02 13.00 4.9 8.185 b Most Demanding Sprinkler Data L� © M.E.P.CAD, Inc. > AutoSPRINK 2022 07.1.16.0 4/27/2023 10:02:53AM Page 3 1111 Node Analysis Job Number: 70106 Report Description: Residential 13R (B) Node Elevation Foot Fittings Pressure si Discharge(gpm 21 -1-71/z S 29.661 54.69 251 26-9 Spr -7.384 7.384 13.31 252 26-9 Spr -7.039 7.039 13.00 253 26-9 S r -8.582 8.582 14.35 254 26-9 S r -8.185 8.185 14.02 22 0-6 28.695 23 3-4 27.462 200 12-6 Z 19.758 201 12-6 Z 19.758 202 21-10 Z 15.443 203 21-10 Z 15.443 204 27-2 T 5-0 , Tr 2-0 11.684 205 27-2 T 5-0 , Tr 1-0 7.368 206 27-2 E 7-0 11.627 207 1 27-2 T 5-0 , Tr 1-0 8.593 kl © M.E.P.CAD, Inc. Ill AutoSPRINK 2022 07.1.16.0 4/27/2023 10:02:55AM Page 4 1111 Hydraulic Analysis Job Number: 70106 Report Description: Residential 13R (B) 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 252 205 1.1010 26-9 27-2 13.00 13.00 4.38 4.9 150 7.039 7.368 0.030666 Sprinkler, E(7-0), Tr(1-0) 8-11 8-0 16-11 Pf Pe Pv 0.519 -0.190 BL 1.1010 26.31 8.87 150 0.113040 18-2 Pf 4.315 205 204 27-2 27-2 13.31 7.368 11.684 Flow (q) from Route 2 2E(7-0), Tr(1-0), T(5-0) 20-0 38-2 Pe Pv BL 2.0030 54.69 5.57 150 0.023729 43-0 Pf 1.447 204 203 27-2 21-10 28.37 11.684 15.443 Flow (q) from Route 3 4Tr(2-0), T(10-0), Z 18-0 61-0 Pe Pv 2.312 2.0030 54.69 5.57 150 0.023729 0-0 Pf 0.000 203 202 21-10 21-10 15.443 15.443 Z 0-0 Pe Pv BL 2.0030 54.69 5.57 150 0.023729 9-4 Pf 0.269 202 201 21-10 12-6 15.443 19.758 Tr(2-0), Z 2-0 11-4 Pe Pv 4.046 2.0030 54.69 5.57 150 0.023729 0-0 Pf 0.000 201 200 12-6 12-6 19.758 19.758 Z 0-0 Pe Pv BL 2.0030 54.69 5.57 150 0.023729 61-6 Pf 3.737 200 23 12-6 3-4 19.758 27.462 3T(10-0), 10Tr(2-0), 4E(11-0), f(- 0.000), U(1-0), cplg(1-0) 96-0 157-6 Pe Pv 3.967 FIR 4.3100 54.69 1.20 150 0.000568 0-6 Pf 0.000 23 22 3-4 0-6 27.462 28.695 BFP 0-6 Pe Pv 1.232 UG 4.2200 54.69 1.25 140 0.000716 35-4 Pf 0.037 22 21 0-6 -1-7'/z 28.695 29.661 E(16-8'/z), S 16-8'/2 52-0'/z Pe Pv 0.929 100.00 Hose Allowance At Source 21 154.69 Qb•••••Route 2••••• DR 1.1010 13.31 4.49 150 0.032054 0-5'/2 Pf 0.174 251 205 26-9 27-2 13.31 4.9 7.384 7.368 Sprinkler, T(5-0) 5-0 5-5'% Pe Pv -0.190 �•••••Route 3••••- DR 1.1010 14.02 4.72 150 0.035260 8-11 Pf 0.597 254 207 26-9 27-2 14.02 4.9 8.185 8.593 Sprinkler, E(7-0), Tr(1-0) 8-0 16-11 Pe Pv -0.190 BL 1.1010 28.37 9.56 150 0.129943 15-4 Pf 3.035 207 206 27-2 27-2 14.35 8.593 11.627 Flow (q) from Route 4 Tr(1-0), E(7-0) 8-0 23-4 Pe Pv BL 2.0030 28.37 2.89 150 0.007048 6-0 Pf 0.056 206 204 27-2 27-2 11.627 11.684 Tr(2-0) 2-0 8-0 Pe Pv o•••••Route 4••••• DR 1.1010 14.35 4.84 150 0.036838 0-5'/z Pf 0.200 253 207 26-9 27-2 14.35 4.9 8.582 8.593 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 ( Schedule 40 Steel Pipe Inside Diameter 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 10:02:56AM Page 5 pflyHydraulic Analysis Job Number: 70106 Kepon uescripaon: rtesiaentiai isrc ld 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 10:02:56AM Page 6