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FIR2021-0048+Calculations+5.12.2021_11.34.00_AM+2192620i Hydraulic Summary MM Job Number: 1 Report Description: Liqht Hazard Job Number Design Engineer 1 Marco Bellutta Stale CedifcationlLicense Number Job Name: Heldridge Residence Address 923 Glen St AHJ Address 2 Job SilelBmldmg Edmonds, WA 98020 Drewing Name Address 3 Heldridge FP Syste Remote Area(s) Most Demanding Sprinkler Data Occupancy Job SuRx 4.9 K-Factor 13.00 at 7.039 Light Hazard Hose Allowance At Source Pressure Area o(Application 0.00 0.10gpm/ft2 1500ft2 (Actual 205ft2) Additional Hose Supplies Number Of Sprinklers Calculated Number Of Nomles Calculated Coyerege Per Sprinkler Node Flow(opm) 2 0 256ft2 Au.Peak Results: Pressure For Remote Areas) Adjacent To Most Remote Area Total Hose Streams 0.00 System Flow Demand Total Water Required (Including Hose Allowance) 26.47 26.47 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 5.57 between nodes 3 and 97 Maximum Velocity Under Ground 14.55 between nodes 11 and 3 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 35.30gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m(psi) (psi)°C m(psi) °C m(psi) (psi) 1 Water Supply 105.680 20.000 501.30 105.309 26.47 54.954 50.354 Contractor Ild Contraclor Number COLUMF1952MG Contact Name Marco Bellutta Contact rtle Name of Contractor. Columbia Fire Phone (206) 232-8569 Extension Addressi 111 S Findlay St FAX Address 2 Seattle, WA 98108 E-mail marcob@columbiafire.net Address 3 Web-Slts columbiafire.net k, @ M.E.P.CAD, Inc. l�jj AutoSPRINK 2019 05.1.14.0 5/12/2021 10:26:31AM Page 1 +� Hydraulic Graph � ! 5 Job Number: 1 Rannrt r)—rinfinn• I inhf H—rrl Water Supply at Node 1 150 135 120 Static Pressure 105.680 105 90 N Q 75 60 26.47 @ 54.954 45 S stem demand curve 30 501.30 @ 20.000 15 0 100 200 300 400 500 600 700 800 900 1000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static: Pressure 105.680 Residual: Pressure 20.000 @ 501.30 Available Pressure at Time of Teat 105.309 @ 26.47 System Demand 54.954 @ 26.47 System Demaed (Including Hose Nl—a— at Source) 54.954 @ 26.47 & @ M.E.P.CAD, Inc. I115 AutoSPRINK 2019 05.1.14.0 5/12/2021 10:26:32AM Page 2 4ilsummary Of Outflowing Devices I Job Number: 1 usl9iaa Report Description: Light Hazard Device Actual Flow m Minimum Flow pm K-Factor K Pressure psi Sprinkler 226 13.47 13.00 4.9 7.561 y Sprinkler 237 b Most Demanding Sprinkler Data 13.00 13.00 4.9 7.039 L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2019 v15.1.14.0 5/12/2021 10:26:33AM Page 3 IN ydraulic Analysis Job Number: 1 Report Description: Liqht Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream Gib ••••• Route 1 ••••• DR 1.1010 13.00 4.38 150 0.030666 8'-6 Pf 1.364 237 106 17'-2'/2 18'-4 13.00 4.9 7.039 7.927 Sprinkler, 5E(7'-0), b(1'-0) 36-0 44'-6 Pe Pv -0.477 DY 1.3940 13.00 2.73 150 0.009719 0'-0 Pf 0.058 106 97 18'-4 18'-4 7.927 7.980 T(6'-0) 6'-0 6'-0 Pe Pv -0.005 BL 1.3940 26.47 5.57 150 0.036226 90'-8 Pf 10.146 97 3 18'-4 1'-6 13.47 7.980 25.430 Flow (q) from Route 2 6E(8'-0), 7Tr(1'-0), 4T(6'-0), BFP( -4.000) 79'-0 169'-8 Pe Pv 7.303 UG 0.8620 26.47 14.55 150 0.376411 58'-3'/2 Pf 28.561 3 11 1'-6 6'-3 25.430 51.929 4E(1'-2), 4EE(0'-7), WMV(-4.000) 6'-11% 65'-3 Pe Pv -2.062 UG 0.9950 26.47 10.92 150 0.187148 16'-2 Pf 3.026 11 1 6'-3 6'-3 51.929 54.954 Water Supply 16'-2 Pe Pv 0.00 Hose Allowance At Source 1 26.47 4--&•••••Route 2••••• DR 1.1010 13.47 4.54 150 0.032766 T-5 Pf 0.374 226 86 18'-3'/ 18'-4 13.47 4.9 7.561 7.914 Sprinkler, E(T-0), b(1'-0) 8'-0 11'-5 Pe Pv -0.022 DY 1.3940 13.47 2.83 150 0.010384 0'-0 Pf 0.062 86 97 18'-4 18'-4 7.914 7.980 T(6'-0) 6'-0 6-0 Pe Pv 0.005 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter ( 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. 8JJB AutoSPRINK 2019 05.1.14.0 5/12/2021 10:26:34AM Page 4 Affi Wydraulic Analysis Job Number: 1 I- rteport uescripuon: ugnt hazara 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 gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90' FR 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 SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90' Elbow UG Underground Pf Pressure loss due to friction between points EE 45' Elbow Pe Pressure due to elevation difference between indicated Eel 11'/4' Elbow points Eel 22'/� 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 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 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap & © M.E.P.CAD, Inc. 8JJI AutoSPRINK 2019 05.1.14.0 5/12/2021 10:26:34AM Page 5