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HomeMy WebLinkAboutF15-0044_Unit 401 Corridor calc_1438365300.pdfHydraulic Summary Report Description: unit 401 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 1 137.845 127.512 10.334764.00100.00 15.900150.000 208.68Water Supply 6 146.883 136.549 10.334764.00100.00 15.900150.000 100.00Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 308.68 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 460.00ft² (Actual 459.70ft²) 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 26.64 between nodes 52 and 204 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 108.68 Remote Area(s) Address 3 7/31/2015© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.30.0 10:09:45AM Hydraulic Graph Report Description: unit 401 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 1 127.512 @ 108.68 127.512 @ 208.68 Available Pressure at Time of Test 137.845 @ 208.68 © M.E.P.CAD, Inc.7/31/2015 Page 2AutoSPRINK® VR11 v11.0.30.0 10:09:47AM Hydraulic Graph Report Description: unit 401 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 6 136.549 @ 0.00 136.549 @ 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 10:09:47AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure (gpmpft2) Density Summary Of Outflowing Devices Report Description: unit 401 Job Number: CS2717 Coverage (Foot) Sprinkler 201 25.60 25.60 4.9 27.295 0.107gpm/ft²240.00ft² Sprinkler 202 26.74 25.60 4.9 29.778 0.446gpm/ft²60.00ft² Sprinkler 203 27.76 25.60 4.9 32.094 0.185gpm/ft²150.00ft² Sprinkler 204 28.58 25.60 4.9 34.022 0.476gpm/ft²60.00ft² Most Demanding Sprinkler Data © M.E.P.CAD, Inc.7/31/2015 Page 4AutoSPRINK® VR11 v11.0.30.0 10:09:48AM 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 401 • • • • • Route 1 • • • • • Pf Pe Pv DR 1.0550 25.60 9.40 0.132243 17'-5½2.838 201 21'-0¼25.60 4.9 27.295 4'-0 -0.208 54 21'-6 29.926 21'-5½ 150 Sprinkler, 2E(2'-0) Pf Pe Pv BL 1.0550 52.34 19.21 0.496545 5'-5 3.688 54 21'-6 26.74 29.926 2'-0 53 21'-6 33.614 7'-5 150 Flow (q) from Route 2 T(2'-0) Pf Pe Pv BL 1.2910 80.10 19.63 0.408191 1'-0 0.408 53 21'-6 27.76 33.614 204 21'-6 34.022 1'-0 150 Flow (q) from Route 3 Pf Pe Pv BL 1.2910 108.68 26.64 0.717844 62'-11¼55.225 204 21'-6 28.58 4.9 34.022 14'-0 52 21'-6 89.247 76'-11¼ 150 Sprinkler, 4T(3'-0), cplg(1'-0), EE(1'-0) Pf Pe Pv BL 2.0090 108.68 11.00 0.083316 24'-8¾4.017 52 21'-6 89.247 23'-6 51 21'-6 93.264 48'-2¾ 150 T(5'-0) cplg(1'-0), EE(2'-0), T(5'-0), 3E(3'-6), CV, BV, f Pf Pe Pv BL 1.6100 108.68 17.13 0.370069 2'-0 2.220 51 21'-6 93.264 4'-0 50 21'-6 95.485 6'-0 120 E(4'-0) Pf Pe Pv FM 4.0260 108.68 2.74 0.004264 172'-11¼2.629 50 21'-6 95.485 443'-7 8.671 5 1'-6 106.784 616'-6½ 120 25E(10'-0), 9T(20'-0), 2fE(6'-9½) Pf Pe Pv FR 4.0260 108.68 2.74 0.004264 22'-6 0.125 5 1'-6 106.784 6'-9½9.754 4 -21'-0 116.663 29'-3½ 120 fE(6'-9½) Pf Pe Pv FM 4.0260 108.68 2.74 0.004264 89'-6¼12.653 4 -21'-0 116.663 180'-9½2.601 3 -27'-0 131.917 270'-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 108.68 1.21 0.000580 6'-6¾0.021 3 -27'-0 131.917 30'-0 1.301 2 -30'-0 133.239 36'-6¾ 120 3fE(10'-0) Pf Pe Pv BL 6.2800 108.68 1.13 0.000368 161'-6 0.125 2 -30'-0 133.239 179'-7¾-5.853 1 -16'-6 127.512 341'-1¾ 140 6E(22'-0¾), T(47'-3¼), S 308.68 200.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv DR 1.0550 26.74 9.81 0.143335 0'-5¾0.355 202 21'-0¼26.74 4.9 29.778 2'-0 -0.208 54 21'-6 29.926 2'-5¾ 150 Sprinkler, T(2'-0) • • • • • Route 3 • • • • • Pf Pe Pv DR 1.0550 27.76 10.19 0.153616 9'-3 1.727 203 21'-0¼27.76 4.9 32.094 2'-0 -0.208 53 21'-6 33.614 11'-3 150 Sprinkler, E(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 10:09:49AM 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 401 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 10:09:49AM