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FIR2020-0083+Calculations+9.29.2020_12.02.03_PM�r Hydraulic Overview C t 5 a 1:y�iyziallllll91 Job Number: CASCA20-1133 Report Description: Residential Job Number Design Engineer CASCA20-1133 David Sherepitka RECEIVE Phone FAX 253-202-3909 Sep 30 2020 State C.Mflostion/License Number CASCAFP833L2 CITY OF E DEVELOPMENTT SERVICE! Job Name: Driessen Residence Address 1 9229 Olympic View Drive Address 2 AHJ DEPARTMENT Edmonds, WA 98020 City of Edmonds Address 3 Job SitelBuilding Upper Floor - Hall Density Area of Application 0.05gpm/ft2 270ft2 (Actual 270ft2) Most Demanding Sprinkler Data Hose Streams 4.9 K-Factor 13.00 at 7.039 0.00 Cownege Per Sprinkler Number Sprinklers Calculated 256ft2 2 System Pressure Demand system Flow Demand 37.720 26.02 Total Demand 26.02 @ 37.720 Pressure Result +12.154 (24.4%) Supplies Check Point Gauges Node Name Flow m Hose Flow(gpm) Static si Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow m 100 Water Supply 500.00 50.000 20.000 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Ludovico C. Querol O 1605-0294-C Level N i Cascadia Fire Protection, L.L.C. °c�D i a CASCAFP833L2 W; ��.1 Expires Signature 12131120 Driessen Residence Water Supply at Node 100 (500.00, 0.00, 50.000, 20.000) 100 90 80 70 .N 60 t? 50 Static Pressure 50.000 rn rn AD 40 26.02 IQ 37.720 30 System demand curve 20 500.00 @ 20.000 10 0 9oo 1000 ft?000300 400 500 600 700 800 Water flow, gpm I , 1 J k, © M.E.P.CAD, Inc. 1111 AutoSPRINK 2018 04.3.10.0 Page 1 i Hydraulic Summary Job Number: CASCA20-1133 Report Description: Residential Job Number Design Engineer CASCA20-1133 David Sherepitka Job Name: Driessen Residence Stale CertificationlLicense Number CASCAFP833L2 Address 9229 Olympic View Drive AHJ City of Edmonds Address 2 Job SitalSmldmg Edmonds, WA 98020 Upper Floor - Hall Address 3 Drewing Name Driessen Residence Syste Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Sur. 4.9 K-Factor 13.00 at 7.039 Residential Hose Allowance At Source Denalty Area of Application 0.00 0.05gpm/ft' 270ft' (Actual 270ft') Additional Hose Supplies Number Of Spdnklere Calculated Coverage Per Sprinkler Node Flow(gpm) 2 256ft' AutoPsak 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) 26.02 26.02 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 8.77 between nodes 99 and 105 Maximum Velocity Under Ground 4.85 between nodes 100 and 99 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 39.49gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m(psi) (psi)gc m(psi) @ m(psi) (psi) 100 Water Supply 50.000 20.000 500.00 49.873 26.02 37.720 12.154 Contractor Contractor Number CASCAFP833L2 Contact Name David Sherepitka Contad Title Name of Contractor. Cascadia Fire Protection Phone 253-202-3909 Extension Addressi PO Box 206 FAX Address 2 Puyallup, WA98371 E-mail david@cascadiafirepro.com Address 3 Web-Slte k, @ M.E.P.CAD, Inc. i�jj AutoSPRINK 2018 04.3.10.0 Page 2 4ilsummary Of Outflowing Devices Job Number: CASCA20-1133 Keport uescription: Kesiaentia Actual Flow Minimum Flow K-Factor Pressure Device (aum) (aum) (K) (Dsi) EP Sprinkler 101 13.00 13.00 4.9 7.039 Sprinkler 103 13.02 13.00 4.9 7.064 y Most Demanding Sprinkler Data L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2018 v14.3.10.0 9/29/2020 11:15:10AM Page 3 0 Node Analysis rI, J� Job Number: CASCA20-1133 Report Description: Residential Node Elevation Foot Fittings Pressure(psi) Dischar a pm 100 -4'-6 S 37.720 26.02 101 22'-3 S r -7.039 7.039 13.00 103 22'-3 S r -7.064 7.064 13.02 99 2'-6 BFP -5.662 27.306 102 19'-3 T 5'-0 9.260 104 19'-3 T 5'-0 , Tr 1'-0 9.288 105 9'-6 T 5'-0 , Tr 1'-0 15.397 L © M.E.P.CAD, Inc. 1115 AutoSPRINK 2018 04.3.10.0 9/29/2020 11:15:16AM Page 4 IN ydraulic Analysis Job Number: CASCA20-1133 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary Gib ••••• Route 1 ••••• DR 1.1010 13.00 4.38 150 0.030666 1V-0 Pf 0.921 101 102 22'-3 19'-3 13.00 4.9 7.039 9.260 Sprinkler, 2E(7'-0), T(5'-0) 19'-0 30'-0 Pe Pv 1.301 BL 1.1010 2.78 0.94 150 0.001767 14'-0 Pf 0.028 102 104 19'-3 19'-3 9.260 9.288 2Tr(1'-0) 2'-0 16-0 Pe Pv BL 1.1010 15.80 5.33 150 0.044006 18'-9Yz Pf 1.882 104 105 19'-3 9'-6 13.02 9.288 15.397 Flow (q) from Route 2 2T(5'-0), 2E(7'-0) 24'-0 42'-9Yz Pe Pv 4.227 BL 1.1010 26.02 8.77 150 0.110735 22'-0 Pf 8.874 105 99 9'-6 2'-6 10.22 15.397 27.306 Flow (q) from Route 3 E(7'-0), BFP(-5.662) 7'-0 29'-0 Pe Pv 3.035 UG 1.4810 26.02 4.85 150 0.026133 87'-0 Pf 7.379 99 100 2'-6 4-6 27.306 37.720 E(4'-0Y:), WMV(-5.000), S 4'-0% 91'-0'/z Pe Pv 3.035 0.00 Hose Allowance At Source 100 26.02 4--b•••••Route 2••••• DR 1.1010 13.02 4.39 150 0.030768 1V-0 Pf 0.924 103 104 22'-3 19'-3 13.02 4.9 7.064 9.288 Sprinkler, 2E(7'-0), T(5'-0) 19'-0 30'-0 Pe Pv 1.301 (Fm&•••••Route 3••••• BL 1.1010 10.22 3.44 150 0.019652 61'-2'/Z 36-0 97'-2'/z Pf Pe Pv 1.911 4.227 102 19'-3 2.78 9.260 Flow (q) from Route 1 105 9'-6 15.397 3Tr(1'-0), T(5'-0), 4E(7'-0) 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. 11V AutoSPRINK 2018 04.3.10.0 9/29/2020 11:15:21AM Page 5 Affi Wydraulic Analysis Job Number: CASCA20-1133 I- Keport uescription: rtesiaemia 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 fig 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. 11V AutoSPRINK 2018 04.3.10.0 9/29/2020 11:15:21AM Page 6