Loading...
REVEIWED FIR FIR2021-0119+Calculations+10.25.2021_12.20.53_PM+2481096�r Hydraulic Overview C t 5 Job Number: KH1383 Report Description: Residential Job Number Design Engineer KH1383 JERRY GOIN Phone 425-736-8208 FAX Job Name: DALEY ST. EAST Address 1 323 DALEY ST State C.Mflostion/License Number WESTESF136QF Add...2 EDMONDS, WA98020 AHJ CITY OF EDMONDS Address 3 Job SitelBuilding DALEY ST. EAST Density Area of Application 0.050gpm/ft2 256.00ft2 (Actual 303.52ft2) Most Demanding Sprinkler Data Hose Streams 4.9 K-Factor 13.00 at 7.039 100.00 C-arage Per Sprinkler Number Sprinklers Calculated Number U Sprinklers Calcula[etl 256.00ft2 2 0 System Pressure Demand system Flow Demand 48.045 26.10 Total Demand 126.10 @ 48.045 Pressure Result +45.698 (48.7%) 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 40.214 4.12 26.10 WASHINGTON STATE ■ CERTIFICATE OF COMPETENCY ■ FIRE PROTECTION SPRINKLER SYSTEMS ■ ANTHONY MICHAEL GEIST N ■ ■ 6781-0715-C LEVEL 3 p ■ WESTERN STATES FIRE PROTECTION COMPANY N ■ WESTESF136QF N e; ■ « jExpires ■ Signature 12/31/21 DALEY ST. EAST - KH1383 Water Supply at Node 1 (500.00, 100.00, 100.000, 20.000) 150 135 120 105 Static Pressure 100.000 _ 90 in CL 145 U) 75 to a 2 60 26.10 @ 48.045 126.10 with hose streams I I I \ I 30 System demand curve 00.00 @ 20.000 15 JI 0 111 I 1\1 1000 ft?000300 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 8:34:30AM Page 1 i Hydraulic Summary Job Number: KH1383 Report Description: Residential Job Number Design Engineer KH1383 JERRY GOIN State CedifcationlLicense Number WESTESF136QF Job Name: DALEY ST. EAST Address 323 DALEY ST AHJ CITY OF EDMONDS Address 2 Job SilelBmldmg EDMONDS, WA98020 DALEY ST. EAST Address 3 Drawing Name DALEY ST. EAST - KH1383 Syste Remote Area(s) Most Demanding Sprinkler Data Occupancy Job SuRx 4.9 K-Factor 13.00 at 7.039 Residential Hose Allowance At So— Density Area of Application 100.00 0.050gpm/ft2 256.00ft2 (Actual 303.52ftz) Additional Hose Supplies Number Of Sprinklers Calculated Number Of Nomles Calculated Coyemge 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) 26.10 126.10 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 9.69 between nodes 19 and 24 Maximum Velocity Under Ground 4.18 between nodes 2 and 3 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 35.24gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m(psi) (psi)°C m(psi) @ m(psi) (psi) 1 Water Supply 100.00 100.000 20.000 500.00 93.744 126.10 48.045 45.698 Contractor Contractor Number KH1383 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-Slte WSFP.COM Address 3 k, @ M.E.P.CAD, Inc. l�jj AutoSPRINK 2019 05.1.22.0 10/25/2021 8:34:32AM Page 2 +� Hydraulic Graph � ! 5 Job Number: KH1383 P—nrf r)—rin4inn• P—irl— ini Water Supply at Node 1 150 135 120 105 Static Pressure 100.000 90 N Q 75 60 26.10 @ 48.045 i i 45 126.10 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 Hydraulic Graph Water Supply at Node 1 Static: Pressure 100.000 Residual: Pressure 20.000 @ 500.00 Avail ble Pressure at Time of Test 93.744 @ 126.10 Sy— Damead 48.045 @ 26.10 system Demand Oncludl,g Hose Mlo an«at Source) 48.045 @ 126.10 & @ M.E.P.CAD, Inc. I115 AutoSPRINK 2019 05.1.22.0 10/25/2021 8:34:34AM Page 3 +� Hydraulic Graph � ! 5 Job Number: KH1383 P—nrf r)—rin4inn• P—irl— ini BOR 150 135 120 105 Static Pressure 100.000 90 N Q 75 60 45 26.10 T' 40.214 126.10 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 40.214 @ 26.10 System Demand (Including Hose MI —a— at Source) 40.214 @ N/A & @ M.E.P.CAD, Inc. I115 AutoSPRINK 2019 05.1.22.0 10/25/2021 8:34:34AM Page 4 4ilsummary Of Outflowing Devices I Job Number: KH1383 UINIU>ID I Report Description: Residential Device Actual Flow pm Minimum Flow pm K-Factor K Pressure psi Sprinkler 229 13.10 13.00 4.9 7.147 y Sprinkler 230 b Most Demanding Sprinkler Data 13.00 13.00 4.9 7.039 L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2019 v15.1.22.0 10/25/2021 8:34:35AM Page 5 �r Node Analysis C t 5 Job Number: KH1383 Report Description: Residential Node Elevation Foot Fittings Pressure(psi) Dischar e m 1 -3'-0 S 48.045 26.10 229 19'-6 S r -7.147 7.147 13.10 230 19'-6 S r -7.039 7.039 13.00 2 -3'-0 WMV -4.000 46.932 3 -3'-0 E 9'-0 , BOR 40.214 19 1'-1 38.226 24 4'-8 28.590 L © M.E.P.CAD, Inc. 1115 AutoSPRINK 2019 05.1.22.0 10/25/2021 8:34:36AM Page 6 IN ydraulic Analysis Job Number: KH1383 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 ••••• DR 1.1010 13.00 4.38 150 0.030666 8'-7 Pf 0.631 230 91 19'-6 20'-0 13.00 4.9 7.039 7.453 Sprinkler, E(7'-0), T(5'-0) 12'-0 20'-7 Pe Pv -0.217 BL 1.1010 26.10 8.80 150 0.111335 71'-4 Pf 14.508 91 24 20'-0 4'-8 13.10 7.453 28.590 Flow (q) from Route 2 4Tr(1'-0), 4T(5'-0), 5E(7'-0) 59'-0 130'-4 Pe Pv 6.629 BL 1.0490 26.10 9.69 120 0.212933 3'-7 Pf 8.069 24 19 4'-8 1'-1 28.590 38.226 f(-3.000), f(-0.000), BFP(-4.300) 3'-7 Pe Pv 1.567 BL 1.5980 26.10 4.18 150 0.018143 4'-0 Pf 0.237 19 3 1'-1 -3'-0 38.226 40.214 E(9'-0), BOR 9'-0 13'-0 Pe Pv 1.751 UG 1.5980 26.10 4.18 150 0.018143 150'-0 Pf 6.722 3 2 4-0 4-0 40.214 46.932 WMV(-4.000) 150'-0 Pe Pv -0.003 BL 1.1010 26.10 8.80 150 0.111335 10'-0 Pf 1.113 2 1 4-0 4-0 46.932 48.045 Water Supply 10'-0 Pe Pv 0.000 100.00 Hose Allowance At Source 1 126.10 (F-b•••••Route 2••••• DR 1.1010 13.10 4.41 150 0.031102 4'-10 Pf 0.523 229 91 19'-6 20'-0 13.10 4.9 7.147 7.453 Sprinkler, E(7'-0), T(5'-0) 12'-0 16'-10 Pe Pv -0.217 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. 111 AutoSPRINK 2019 v15.1.22.0 10/25/2021 8:34:38AM Page 7 Affi Wydraulic Analysis Job Number: KH1383 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. 111 AutoSPRINK 2019 v15.1.22.0 10/25/2021 8:34:38AM Page 8 pffiFlow Diagram (Top View) I Job Number: KH1383 usaua M Report Description: Residential i.m P, n ° �V �• e e L, © M.E.P.CAD, Inc. d AutoSPRINK 2019 05.1.22.0 10/25/2021 8:34:39AM Page 9