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REVIEWED FIR2023-0066+Calculations+7.7.2023_7.21.58_AM+3652171111 Hydraulic Overview Job Number: 223075 Report Description: Residential Job IN Job Number Design Engineer 223075 MICHAEL HALLENGREN Job Name: Prone FAX Duffy Residence 253-377-6988 N/A Address 1 State Certification/License Number 23511 74th Ave W, EMERAFL980MR Address 2 AHJ Edmonds, WA98026 Snohomish County Address 3 Job Site/Building Duffy Residence Density Area of Application 0.05gpm/ft2 900ft2 (Actual 208ft2) Most Demanding Sprinkler Data Hose Streams 4.9 K-Factor 12.96 at 7.000 0.00 Coverage Per Sprinkler 256ft2 Number Of Sprinklers Calculated Number Of Sprinklers Calculated 2 0 System Pressure Demand 43.276 System Flow Demand 26.11 Total Demand Pressure Result 26.11 @ 43.276 +36.691 (45.9%) Supplies Check Point Gauges Node Name Flow(com) Hose Flow(com) Static(psi Residual(osi) Identifier Pressure(osi) K-Factor(K) Flow(com) 1 Water Supply 1500.00 80.000 20.000 B.O.R. 38.835 4.19 26.11 Duffy Residence FP Plan Water Supply at Node 1 (1500.00, 0.00, 80.000, 20.000) 100 90 80 Static Pressure 80.000 70 60 N ,s 50 J_ w 26.11 @ 43.276 i a 40 30 System demand curve 1500.00 @ 20.000 20 0-1 N 0 2700 3000 ?%0012001500 1800 2100 2400 Water flow, gpm �M © M.E.P.CAD, Inc. ?j AutoSPRINK 2019 v15.1.20.0 6/28/2023 2:34:OOPM Page 1 111 Hydraulic Summary Job Number: 223075 Report Description: Residential Job Job Number Design Engineer 223075 MICHAEL HALLENGREN Job Name: State Certification/License Number Duffy Residence EMERAFL980MR Address 1 AHJ 23511 74th Ave W, Snohomish County Address 2 Job Site/Building Edmonds, WA 98026 Duffy Residence Address 3 Drawing Name Duffy Residence FP Plan System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffer 4.9 K-Factor 12.96 at 7.000 Residential Hose Allowance At Source 0.00 Density 0.05gpm/ft2 Area of Application 900ft2 (Actual 208ft2) Additional Hose Supplies Node Flow m Number Of Sprinklers Calculated Number Of Nomles Calculatec 2 0 Coverage Per Sprinkler 256ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 0.00 System Flow Demand Total Water Required (Including Hose Allowance) 26.11 26.11 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 9.69 between nodes 1 and 92 Maximum Velocity Under Ground Volume capacity cf W et Pipes Volume capacity of Dry Pipes 34.41 gal Supplies NONE - Hose Flow Static Node Name (gpm) (psi) Residual (psi) @o (gpm) Flow Available Total Demand Required (psi) �o (gpm) (psi) Safety Margin (psi) 1 Water Supply 80.000 20.000 1500.00 79.967 26.11 43.276 36.691 Contractor Contractor Number Contact Name Contact Title EMERAFL980MR Michael Hallengren Name of Cc rector. Phone Extension Emerald Fire, LLC 253-377-6988 Addressi FAX 11021 Cramer Rd. KPN Address2 Gig Harbor, WA98329 E-mail Michaelh@emeraldfirellc.com Address 3 Web-SlIa i © M.E.P.CAD, Inc. ;? AutoSPRINK 2019 v15.1.20.0 6/28/2023 2:34:03PM Page 2 111 Hydraulic Graph Job Number: 223075 Reoort Descriotion: Residential Water Supply at Node 1 100 90 80 Static Pressure 80.000 70 60 .N 50 rn a� a 26.11 43.276 40 30 S stem demand curve 20 1500.00 @ 20.000 10 0 n %00 600 900 1200 1500 1800 2100 2400 2700 3000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static: Pressure 80.000 Residual: Pressure 20.000 @ 1500.00 Available Pressure at Tme of Test 79.967 @ 26.11 System Demand 43.276 @ 26.11 System Demand (IncludiN Hose Alto-- at Source) 43.276 @ 26.11 [l, © M.E.P.CAD, Inc. ;? AutoSPRINK 2019 v15.1.20.0 6/28/2023 2:34:04PM Page 3 111 Hydraulic Graph Job Number: 223075 Reoort Descriotion: Residential B.O.R. 100 90 80 Static Pressure 80.000 70 36.23 64.298 60 .N 3 50 rn aNi ri 40 S stem demand curve 30 20 1500.00 @ 20.000 10 0 n 300 600 900 1200 1500 1800 2100 2400 2700 3000 Water flow, gpm Hydraulic Graph B.O.R. Static: Pressure N/A Residual: Pressure N/A Available Pressure at Time of Test N/A System Demand 64.298 @ 36.23 System Demand (Includiig Hose Alto-- a[ Source) 64.298 @ N/A [l, © M.E.P.CAD, Inc. ;? AutoSPRINK 2019 v15.1.20.0 6/28/2023 2:34:04PM Page 4 QJNYSummary Of Outflowing Devices I Job Number: 223075 uu®® Report Description: Residential Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 306 12.96 12.80 4.9 7.000 Sprinkler 309 13.14 12.80 4.9 7.195 y Most Demanding Sprinkler Data [l, © M.E.P.CAD, Inc. '? AutoSPRINK 2019 v15.1.20.0 6/28/2023 2:34:05PM Page 5 Job Number: 223075 Report Description: Residential Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -3'-0 S 43.276 26.11 306 10'-7 Spr(-7.000) 7.000 12.96 309 1V-2 Spr(-7.195) 7.195 13.14 92 -3'-0 W MV(-3.000) 43.276 113 1V-6'/z T(5'-0), Tr(1'-0) 7.438 156 4-0 B.O.R. 38.835 & © M.E.P.CAD, Inc. Ejj AutoSPRINK 2019 v15.1.20.0 6/28/2023 2:34:06PM Page 6 111 Hydraulic Analysis Job Number: 223075 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream 4a•••••Route 1 ••••• DR 306 113 1.1010 10'-7 1V-6'/z 12.96 12.96 4.37 4.9 150 7.000 7.438 0.030510 Sprinkler, E(7'-0), T(5'-0), 2Tr(1'-0) 13'-9'/2 14'-0 27'-9'/z Pf 0.847 Pe -0.409 Pv BL 1.1010 26.11 8.80 150 0.111403 7V-9'/z Pf 25.030 113 157 1V-6'/z 0'-6 13.14 7.438 37.254 Flow (q) from Route 2 3T(5'-0), 10Tr(1'-0), 13E(7'-0), 2f (-0.000), BFP(-4.000), cplg(1'-0) 117'-0 188'-9'/z Pe Pv 4.786 BL 1.5980 26.11 4.18 150 0.018154 3'-6 Pf 0.064 157 156 0'-6 -3'-0 37.254 38.835 B.O.R. 3'-6 Pe Pv 1.517 BL 1.5980 26.11 4.18 150 0.018154 79'-4'/2 Pf 4.441 156 92 4-0 4-0 38.835 43.276 W MV(-3.000) 79'-4'/z Pe Pv 0.000 DY 1.0490 26.11 9.69 120 0.213062 0'-0 Pf 0.000 92 1 4-0 4-0 43.276 43.276 Water Supply 0'-0 Pe Pv 0.00 Hose Allowance At Source 1 26.11 o•••••Route 2••••• DR 1.1010 13.14 4.43 150 0.031297 0'-9 Pf 0.400 309 113 1V-2 1V-6'/2 13.14 4.9 7.195 7.438 Sprinkler, E(7'-0), T(5'-0) 12'-0 12'-9 Pe �Pv -0.157 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter 4.87 ( Schedule 40 Steel Pipe Inside Diameter ) Factor Schedule 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. 'MAutoSPRINK 2019 v15.1.20.0 6/28/2023 2:34:08PM Page 7 Hydraulic Analysis Job Number: 223075 uescripnon: mesioennai Downstream Elevation Upstream Pipe Type Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FIR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Discharge K-Factor Pt Pn Fittings Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen -Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Eq. Length ISummary Total Length Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90' Elbow EE 45' Elbow Eel 11'/4' Elbow Ee2 22'/2' Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g 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 900 Tr Tee Run U Union W irF W irsbo W MV Water Meter Valve Z Cap & © M.E.P.CAD, Inc. � JjAutoSPRINK 2019 05.1.20.0 6/28/2023 2:34:08PM Page 8