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REVIEW FIR FIR2021-0118+Calculations+10.25.2021_12.25.31_PM+2481146�r Hydraulic Overview C t 5 Job Number: KH1382 Report Description: Residential Job Number Design Engineer KH1382 JERRY GOIN Job Name: DALEY ST. WEST Phone 425-736-8208 FAX Address 1 327 DALEY STREET State C.Mflostion/License Number WESTESF136QF Add...2 EDMONDS, WA98020 AHJ CITY OF EDMONDS Address 3 Job SilelBuilding DALEY ST. WEST Density Area of Application 0.050gpm/ft2 256.00ft2 (Actual 141.37ft=) Most Demanding Sprinkler Data Hose Streams 4.9 K-Factor 13.00 at 7.039 100.00 Coverage Per Sprinkler Number Sprinklers Calculated Number U Sprinklers Calculated 256.00ft2 2 0 Sy- Pressure Demand system Flow Demand 48.938 26.30 Total Demand 126.30 @ 48.938 Pressure Result +44.787 (47.8%) Supplies Check Point Gauges Node Name Flow m Hose Flow(gpm) Static si Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow m 1 Water Supply 500.00 100.00 100.000 20.000 BOR 41.051 4.11 26.30 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS 1 ANTHONY MICHAEL GEIST T 1 1 6781-0715-C LEVEL 3 N WESTERN STATES FIRE PROTECTION COMPANY N ■ WESTESF136QF u7 ■ 1 N «1 1 O t0 1 � ■ 1 ■ Expires signature 12/31/21 � DALEY ST. WEST - KH1382 Water Supply at Node 1 (500.00, 100.00, 100.000, 20.000) 150 135 120 105 Static Pressure 100.000 LIM G _ — w 90 Q > °' 75 N N a 60 26.30 48.938 I 45 126.30 with hose streams I I I\ I 30 System demand curve 00.00 @ 20.000 15 JI a 111 I 1\1 1000 R00300 400 600 800 500 700 900 Water flow, gpm k, © M.E.P.CAD, Inc. 1111 AutoSPRINK 2019 v15.1.22.0 10/25/2021 9:50:57AM Page 1 i Hydraulic Summary Job Number: KH1382 Report Description: Residential Job Number Design Engineer KH1382 JERRY GOIN Job Name: DALEY ST. WEST State CertifcatioNLicense Number WESTESF136QF Address I 327 DALEY STREET AHJ CITY OF EDMONDS Address 2 Job SitelBmldmg EDMONDS, WA98020 DALEY ST. WEST Address 3 D—ing Name DALEY ST. WEST - KH1382 Syste Remote Area(s) Most Demanding Sprinkler Data Occupancy Job SuRx 4.9 K-Factor 13.00 at 7.039 Residential Hose Allowance At Source Density Area of Application 100.00 0.050gpm/ft2 256.00ft2 (Actual 141.37ftz) Additional Hose Supplies Number Of Sprinklers Calculated Number Of Nomles Calculated Coyerege Per Sprinkler Node Flow(gpm) 2 0 256.00ft2 Au.Peak Results: Pressure For Remote Areas) Adjacent To Most Remote Area Total Hose Streams 100.00 System Flow Demand Total Water Required (Including Hose Allowance) 26.30 126.30 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 9.76 between nodes 16 and 21 Maximum Velocity Under Ground 4.21 between nodes 3 and 4 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 34.37gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m(psi) (psi)gc m (psi)@ m (psi)(psi) 1 Water Supply 100.00 100.000 20.000 500.00 93.725 126.30 48.938 44.787 Contractor Contractor Number KH1382 Contact Name Jerry Goin Contactrtle Project Manager Name of Contractor. Western States Fire Protection Co. Phone 425-881-0100 Extension Add... 14690 N.E. 95th Street, Unit 101 FAX 425-881-3030 Address 2 Redmond, WA98052 E-mail jerry.goin@wsfp.us Web -Site WSFP.COM Address 3 k, @ M.E.P.CAD, Inc. l�jj AutoSPRINK 2019 05.1.22.0 10/25/2021 9:50:59AM Page 2 +� Hydraulic Graph � ! 5 Job Number: KH1382 P—nrt r)—rintinn• P—irl— ini Water Supply at Node 1 150 135 120 105 Static Pressure 100.000 90 N Q 75 60 26.30 @ 48.938 126.30 with hose streams 45 30 S stem demand curve 500.00 @ 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 100.000 Residual: Pressure 20.000 @ 500.00 Available Pressure at Time of Test 93.725 @ 126.30 Sy— Demand 48.938 @ 26.30 system Demand (lncluding Hose Nlowance at source) 48.938 @ 126.30 & @ M.E.P.CAD, Inc. I115 AutoSPRINK 2019 05.1.22.0 10/25/2021 9:51:OOAM Page 3 +� Hydraulic Graph � ! 5 Job Number: KH1382 P—nrf r)—rin4inn• P—irl— ini BOR 150 135 120 105 Static Pressure 100.000 90 N Q 75 60 45 26.30 @ 41.051 i 126.30 with hose streams 30 S stem demand curve 500.00 @ 20.000 15 0 100 200 300 400 500 600 700 800 900 1000 Water flow, gpm Hydmulic Graph BOR Static: Pressure N/A Residual: Pressure N/A Available Pressure at Time of Teat N/A system Demand 41.051 @ 26.30 System Demand (Including Hose MI —a— at Source) 41.051 @ N/A & @ M.E.P.CAD, Inc. I115 AutoSPRINK 2019 05.1.22.0 10/25/2021 9:51:OOAM Page 4 4ilsummary Of Outflowing Devices Job Number: KH1382 wo -- rceport uescnption: Kesioentiai Actual Flow Minimum Flow K-Factor Pressure Device (Clem) (Clem) (K) (Dsi) EP Sprinkler 201 13.00 13.00 4.9 7.039 Sprinkler 204 13.30 13.00 4.9 7.372 y Most Demanding Sprinkler Data L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2019 v15.1.22.0 10/25/2021 9:51:02AM Page 5 �r Node Analysis C t 5 Job Number: KH1382 Report Description: Residential Node Elevation Foot Fittings Pressure(psi) Dischar e m 1 -3'-0 S 48.938 26.30 201 20'-0 S r -7.039 7.039 13.00 204 20'-0 S r -7.372 7.372 13.30 3 -3'-0 WMV -4.000 47.809 4 -3'-0 E 9'-0 , BOR 41.051 13 20'-0 T 5'-0 7.561 16 1'-1 39.060 L © M.E.P.CAD, Inc. 1115 AutoSPRINK 2019 05.1.22.0 10/25/2021 9:51:03AM Page 6 IN ydraulic Analysis Job Number: KH1382 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 Gib ••••• Route 1 ••••• BL 1.1010 13.00 4.38 150 0.030666 12'-1 Pf 0.523 201 13 20'-0 20'-0 13.00 4.9 7.039 7.561 Sprinkler, T(5'-0) 5'-0 17'-1 Pe Pv BL 1.1010 26.30 8.86 150 0.112956 77'-9 Pf 15.222 13 21 20'-0 4'-8 13.30 7.561 29.412 Flow (q) from Route 2 4Tr(1'-0), 5T(5'-0), 4E(7'-0) 57'-0 134'-9 Pe Pv 6.629 BL 1.0490 26.30 9.76 120 0.216033 3'-7 Pf 8.081 21 16 4'-8 1'-1 29.412 39.060 f(-3.000), f(-0.000), BFP(-4.300) 3'-7 Pe Pv 1.567 BL 1.5980 26.30 4.21 150 0.018407 4'-0 Pf 0.240 16 4 1'-1 -3'-0 39.060 41.051 E(9'-0), BOR 9'-0 13'-0 Pe Pv 1.751 UG 1.5980 26.30 4.21 150 0.018407 150'-0 Pf 6.761 4 3 4-0 4-0 41.051 47.809 WMV(-4.000) 150'-0 Pe Pv -0.003 BL 1.1010 26.30 8.86 150 0.112956 10'-0 Pf 1.130 3 1 4-0 4-0 47.809 48.938 Water Supply 10'-0 Pe Pv 0.000 100.00 Hose Allowance At Source 1 126.30 (F-b•••••Route 2••••• BL 1.1010 13.30 4.48 150 0.032007 0'-11 Pf 0.190 204 13 20'-0 20'-0 13.30 4.9 7.372 7.561 Sprinkler, T(5'-0) 5'-0 5'-11 Pe Pv 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. 8111 AutoSPRINK 2019 05.1.22.0 10/25/2021 9:51:04AM Page 7 Affi Wydraulic Analysis Job Number: KH1382 I- Kepon uescnption: Kesiaentiai 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. 8111 AutoSPRINK 2019 05.1.22.0 10/25/2021 9:51:04AM Page 8 pffiFlow Diagram (Top View) I Job Number: KH1382 usaua M Report Description: Residential Up m.................. .. c c V c MA �>v 0 e L, © M.E.P.CAD, Inc. d AutoSPRINK 2019 05.1.22.0 10/25/2021 9:51:06AM Page 9