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HomeMy WebLinkAboutF16-0035 CALCS.pdf +� Hydraulic Overview i Job Number:CS2869 Re.ort Descri.tion:Residential Job Job Number Design Engineer CS2869 Zack Hinson Job Name: Phone FAX Village Inn Plaza Unit#205 720-346-3133 Address 1 State Certification/License Number 68 East Meadow Dr. 032 Address 2 AHJ Vail,CO 81658 Vail Fire Department Address 3 Job SlteBuilding 68 East Meadows Dr. System Density Area of Application 0.10gpm/ft2 900.00ft2(Actual 244.96ft2) Most Demanding Sprinkler Data Hose Streams 4.9 K-Factor 25.6 at 27.3 0.0 Coverage Per Sprinkler Number Of Sprinklers Calculated 256.00ft2 4 System Pressure Demand System Flow Demand 106.0 109.1 Total Demand Pressure Result 109.1 @ 106.0 +39.9(27.4%) Supplies Mir Check Point Gauges Node Name Flow(a m) Hose Flow(cipm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(a m) 1 Water Supply 721.0 150.0 15.1 Village Inn#205 Remodel FP Drawing.cad Water Supply at Node 1 (721.0,100.0,150.0,15.1) 200 180 160 Static Pressure 150.0 140 N 120 • Q- 109.1 @ 106.0 N 100 a 80 60 System demand curve ` 1 a----41 40 20 721.0^vI 15.1 0 ! muniiiiiI 11111 illi iI III IIII liii ill I 111111111 111111111 111111111000 600 750 900 1050 1200 1350 1500 Water flow,gpm LM,©M.E.P.CAD,Inc. in AutoSPRINK®VR11 v11.0.30.0 6/20/2016 2:03:45PM Page 1 } 1-9';:e. Hydraulic Summary Job Number:CS2869 - Re ort Descri tion:Residential Job Job Number Design Engineer CS2869 Zack Hinson Job Name: State Certification/License Number Village Inn Plaza Unit#205 032 Address l AHJ 68 East Meadow Dr. Vail Fire Department Address 2 Job Site/Building Vail,CO 81658 68 East Meadows Dr. Address 3 Drawing Name Village Inn#205 Remodel FP Drawing.cad System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 4.9 K-Factor 25.6 at 27.3 Residential Hose Allowance At Source Density Area of Application 0.0 0.10gpm/ft2 900.00ft2(Actual 244.96ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(agm) 4 256.00ft2 AutoPeak Results:Pressure For Remote Area(s)Adjacent To Most Remote Area Left:106.0 Right:106.0 Total Hose Streams 0.0 System Flow Demand Total Water Required(Including Hose Allowance) 109.1 109.1 Maximum Pressure Unbalance In Loops 0.0 Maximum Velocity Above Ground 40.05 between nodes 30 and 31 Maximum Velocity Under Ground Volume capacity of Wet Pipes Volume capacity of Dry Pipes 451.0gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 150.0 15.1 I 721.0 145.9 I 109.1 106.0 39.9 Contractors Contractor Number Contact Name Contact Title 032 Zachary Hinson PM Name of Contractor. Phone Extension Westerm States Fire Protection 720-346-3133 Address l FAX 7026 S Tucson Way Address 2 E-mail Centennial,CO 80112 zachary.hinson@wsfp.us Address 3 Web-Site ©M.E.P.CAD,Inc. AutoSPRINK®VR11 v11.0.30.0 6/20/2016 2:03:48PM Page 2 iii -Summary Of Outflowing Devices I Job Number:CS2869 Report Description:Residential Actual Flow Minimum Flow K-Factor Pressure Device (qpm) (qpm) (K) (psi) Sprinkler 107 26.0 25.6 4.9 28.1 4 Sprinkler 108 25.6 25.6 4.9 27.3 Sprinkler 113 30.1 25.6 4.9 37.8 Sprinkler 114 27.4 25.6 4.9 31.3 * Most Demanding Sprinkler Data E,©M.E.P.CAD,Inc. in AutoSPRINK®VR11 v11.0.30.0 6/20/2016 2:03:51 PM Page 3 go ydraulic Analysis Job Number:CS2869 Report Description:Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length OF Route 1 BL 1.055 25.6 9.40 150 0.132243 8'-1 Pf 1.3 108 -10'-0 25.6 4.9 27.3 Sprinkler, 2'-0 Pe 10 -10'-0 28.6 T(2'-0) 10'-1 Pv BL 1.055 51.6 18.93 150 0.483205 5-41/2 Pf 3.6 10 -10'-0 26.0 28.6 Flow(q)from Route 2 2'-0 Pe 32 -10'-0 32.2 T(2'-0) 7'-4'/: P• v BL 1.055 79.0 28.99 150 1.063043 6'-4 Pf 6.7 32 -10'-0 27.4 32.2 Flow(q)from Route 3 Pe 31 -10'-0 38.9 6-4 Pv BL 1.055 109.1 40.05 150 1.933223 5-11 Pf 11.4 31 -10'-0 30.1 38.9 Flow(q)from Route 4 Pe 30 -10'-0 50.4 5-11 Pv BL 1.291 109.1 26.75 150 0.723287 26-5 Pf 20.5 30 -10'-0 50.4 2-0 Pe 23 -10'-0 70.9 E(2'-0) 28'-5 Pv BL 2.067 109.1 10.43 120 0.110433 36-6Y2 Pf 5.4 23 -10'-0 70.9 12'-0 Pe 7 -10'-0 76.3 E(5'-0),2fE(3'-6) 48'-6Yz Pv FR 4.026 109.1 2.75 120 0.004296 20'-0 Pf 0.1 7 -10'-0 76.3 10'-0 Pe 8.7 6 -30'-0 85.1 E(10'-0) 30'-0 Pv FM 4.026 109.1 2.75 120 0.004296 114'-1 Pf 1.8 6 -30'-0 85.1 301'-7 Pe 5 -30'-0 86.8 16E(10'-0),4T(20'-0),3fT(16'-0), 415-8 Pv 2fE(6'-91/2) FR 4.026 109.1 2.75 120 0.004296 22'-6 Pf 0.1 5 -30'-0 86.8 6-91/2 P• e 9.8 4 -52-6 96.7 fE(6-9%) 29'-31/2 P• v FM 4.026 109.1 2.75 120 0.004296 90'-4Y: Pf 11.0 4 -52'-6 96.7 154'-0 Pe 2.6 3 -58'-6 110.4 8E(10'-0),2T(20'-0),5fE(6'-9'/2), 244'-4%z Pv BFP(-10.0) BL 6.065 109.1 1.21 120 0.000584 9'-81/2 Pf 0.0 3 -58'-6 110.4 30'-0 Pe 1.3 2 -61'-6 111.7 PRV,3fE(10'-0) 39'-8%z P• v BL 6.280 109.1 1.13 140 0.000371 161'-6 Pf 0.1 2 -61'-6 111.7 179'-8 Pe -5.9 1 -48'-0 106.0 6E(22'-1),T(47'-3%),S 341'-2 Pv 0.0 Hose Allowance At Source 1 109.1 OF Route 2 BL 1.055 26.0 9.53 150 0.135843 1'-11 Pf 0.5 107 -10'-0 26.0 4.9 28.1 Sprinkler, 2'-0 Pe 10 -10'-0 28.6 T(2'-0) 3'-11 Pv - Route 3 BL 1.055 27.4 10.06 150 0.150030 4'-0 Pf 0.9 114 -10'-0 27.4 4.9 31.3 Sprinkler, 2'-0 Pe 32 -10'-0 32.2 T(2'-0) 6-0 Pv Route 4 BL 1.055 30.1 11.06 150 0.178901 4'-0 Pf 1.1 113 -10'-0 30.1 4.9 37.8 Sprinkler, 2'-0 Pe 31 -10'-0 38.9 T(2'-0) 6-0 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) Ili Actual Inside Diameter 4'87 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 ©M.E.P.CAD,Inc. ,111 AutoSPRINK®VR11 v11.0.30.0 6/20/2016 2:03:53PM Page 4 111 ydraulic Analysis Job Number:CS2869 Report Description:Residential 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 I -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 Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90°Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45°Elbow Eel 11W Elbow Ee2 221/ Elbow 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 GIoV 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 Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve 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®VR11 v11.0.30.0 6/20/2016 2:03:53PM Page 5