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HomeMy WebLinkAboutF15-0044_Unit 403 Corridor calc_1438365300.pdfHydraulic Summary Report Description: unit 403 Job Number: CS2717 Node Flow(gpm) Total Hose Streams 200.00 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@Name 1 137.834 124.722 13.112764.00100.00 15.900150.000 208.79Water Supply 6 146.883 133.771 13.112764.00100.00 15.900150.000 100.00Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 308.79 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 200.00 Hose Allowance At Source Supplies 1061.44gal Residential 0.100gpm/ft² 324.00ft² 480.00ft² (Actual 481.29ft²) 4 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix Volume capacity of Dry PipesVolume capacity of Wet Pipes Maximum Velocity Under Ground 39.93 between nodes 63 and 64 Maximum Velocity Above Ground 4.9 K-Factor 25.60 at 27.295 Most Demanding Sprinkler Data System 68 East Meadows DrVail, CO 81658 Job Site/Building Vail Fire Department68 East Meadows Drive AHJ 032Village Inn Plaza - Commons Areas Job State Certification/License NumberJob Name: Nick PippinCS2717 Contractor Contractor Number032 Name of Contractor: Western States Fire Protection Address 1 274 Center Drive Address 2 Glenwood Springs, CO. 81601 Contact Name Contact TitlePM ExtensionPhone FAX E-mail nick.pippin@wsfp.us Web-Site Nick Pippin Address 3 Address 1 Address 2 Drawing Name CS2717 -Village Inn Corridor REV.cad System Flow Demand 108.79 Remote Area(s) Address 3 7/31/2015© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.30.0 9:53:33AM Hydraulic Graph Report Description: unit 403 Job Number: CS2717 System Demand (Including Hose Allowance at Source) System Demand 15.900 @ 764.00 Residual: Pressure 150.000 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 124.722 @ 108.79 124.722 @ 208.79 Available Pressure at Time of Test 137.834 @ 208.79 © M.E.P.CAD, Inc.7/31/2015 Page 2AutoSPRINK® VR11 v11.0.30.0 9:53:34AM Hydraulic Graph Report Description: unit 403 Job Number: CS2717 System Demand (Including Hose Allowance at Source) System Demand 15.900 @ 764.00 Residual: Pressure 150.000 Static: Pressure Water Supply at Node 6 Hydraulic Graph Water Supply at Node 6 133.771 @ 0.00 133.771 @ 100.00 Available Pressure at Time of Test 146.883 @ 100.00 © M.E.P.CAD, Inc.7/31/2015 Page 3AutoSPRINK® VR11 v11.0.30.0 9:53:34AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure (gpmpft2) Density Summary Of Outflowing Devices Report Description: unit 403 Job Number: CS2717 Coverage (Foot) Sprinkler 101 25.60 25.60 4.9 27.295 0.256gpm/ft²100.00ft² Sprinkler 102 25.68 25.60 4.9 27.463 0.160gpm/ft²160.00ft² Sprinkler 103 27.78 25.60 4.9 32.140 0.174gpm/ft²160.00ft² Sprinkler 104 29.73 25.60 4.9 36.813 0.186gpm/ft²160.00ft² Most Demanding Sprinkler Data © M.E.P.CAD, Inc.7/31/2015 Page 4AutoSPRINK® VR11 v11.0.30.0 9:53:35AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CS2717 Report Description: unit 403 • • • • • Route 1 • • • • • Pf Pe Pv BL 1.0550 25.60 9.40 0.132243 8'-4 1.368 101 21'-6 25.60 4.9 27.295 2'-0 66 21'-6 28.663 10'-4 150 Sprinkler, T(2'-0) Pf Pe Pv BL 1.0550 51.28 18.82 0.478089 8'-7¼5.074 66 21'-6 25.68 28.663 2'-0 65 21'-6 33.737 10'-7¼ 150 Flow (q) from Route 2 T(2'-0) Pf Pe Pv BL 1.0550 79.06 29.02 1.064937 3'-5¼3.662 65 21'-6 27.78 33.737 64 21'-6 37.400 3'-5¼ 150 Flow (q) from Route 3 Pf Pe Pv BL 1.0550 108.79 39.93 1.922219 9'-4¼17.970 64 21'-6 29.73 37.400 63 21'-6 55.369 9'-4¼ 150 Flow (q) from Route 4 Pf Pe Pv BL 1.2910 108.79 26.66 0.719170 36'-8¼30.696 63 21'-6 55.369 6'-0 62 21'-6 86.066 42'-8¼ 150 2T(3'-0), BV Pf Pe Pv BL 2.0090 108.79 11.01 0.083470 30'-8 4.563 62 21'-6 86.066 24'-0 61 21'-6 90.629 54'-8 150 T(5'-0) 4E(3'-6), T(5'-0), CV, BV, f Pf Pe Pv BL 1.6100 108.79 17.14 0.370752 2'-0 2.225 61 21'-6 90.629 4'-0 60 21'-6 92.853 6'-0 120 E(4'-0) Pf Pe Pv FM 4.0260 108.79 2.74 0.004272 134'-1 2.468 60 21'-6 92.853 443'-7 8.671 5 1'-6 103.991 577'-8 120 25E(10'-0), 9T(20'-0), 2fE(6'-9½) Pf Pe Pv FR 4.0260 108.79 2.74 0.004272 22'-6 0.125 5 1'-6 103.991 6'-9½9.754 4 -21'-0 113.871 29'-3½ 120 fE(6'-9½) Pf Pe Pv FM 4.0260 108.79 2.74 0.004272 89'-6¼12.655 4 -21'-0 113.871 180'-9½2.601 3 -27'-0 129.127 270'-4 120 8E(10'-0), 2T(20'-0), 6fE(6'-9½), C(20'-0), BFP(-10.000), PRV(-1.500) Pf Pe Pv BL 6.0650 108.79 1.21 0.000581 6'-6¾0.021 3 -27'-0 129.127 30'-0 1.301 2 -30'-0 130.449 36'-6¾ 120 3fE(10'-0) Pf Pe Pv BL 6.2800 108.79 1.13 0.000368 161'-6 0.126 2 -30'-0 130.449 179'-7¾-5.853 1 -16'-6 124.722 341'-1¾ 140 6E(22'-0¾), T(47'-3¼), S 308.79 200.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv BL 1.0550 25.68 9.42 0.132993 7'-0¼1.200 102 21'-6 25.68 4.9 27.463 2'-0 66 21'-6 28.663 9'-0¼ 150 Sprinkler, T(2'-0) • • • • • Route 3 • • • • • Pf Pe Pv BL 1.0550 27.78 10.20 0.153818 8'-4¾1.598 103 21'-6 27.78 4.9 32.140 2'-0 65 21'-6 33.737 10'-4¾ 150 Sprinkler, E(2'-0) • • • • • Route 4 • • • • • Pf Pe Pv BL 1.0550 29.73 10.91 0.174401 1'-4¼0.586 104 21'-6 29.73 4.9 36.813 2'-0 64 21'-6 37.400 3'-4¼ 150 Sprinkler, T(2'-0) 1.51 4.87 )(150 1.33 140 1.16 130 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.7/31/2015 Page 5AutoSPRINK® VR11 v11.0.30.0 9:53:36AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CS2717 Report Description: unit 403 Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow 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 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.7/31/2015 Page 6AutoSPRINK® VR11 v11.0.30.0 9:53:36AM