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HomeMy WebLinkAbout1226WesthavenCir-Unit1Calcs_2.pdfHydraulic Summary Report Description: UNIT 1 - UPPER - STAIR / OFFICE Job Number: CH0276 Node Flow(gpm) Total Hose Streams 0.0 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) @@Name 50 84.1 71.6 12.4821.019.585.0 82.2Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 82.2 Maximum Pressure Unbalance In Loops 0.0 Additional Hose Supplies 0.0 Hose Allowance At Source Supplies 102.7gal Residential 0.10gpm/ft² 196.00ft² 784.00ft² 4 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Manually Flowing Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Volume capacity of Dry PipesVolume capacity of Wet Pipes 8.75 between nodes 50 and 51 Maximum Velocity Under Ground 15.53 between nodes 59 and 60 Maximum Velocity Above Ground 4.9 K-Factor 19.6 at 16.0 Most Demanding Sprinkler Data System 1226 Westhaven CircleVail, CO 81657 Job Site/Building VAIL FIRE AND EMERGENCY SERVICES1226 Westhaven Circle AHJ 0321226 Westhaven Duplex Job State Certification/License NumberJob Name: Geoffrey FunkCH0276 Contractor Contractor Number 32 Name of Contractor: Western States Fire Protection Address 1 7026 S Tucson Way Address 2 Contact Name Contact Title Sales / PM ExtensionPhone 720-219-0574 FAX E-mail steve.allen@wsfp.us Web-Site Steve Allen Address 3 Centennial, CO.80112 Address 1 Address 2 Drawing Name CH0276-1226WesthavenCr-DESIGN System Flow Demand 82.2 Remote Area(s) Address 3 3/1/2016© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.30.0 1:52:10PM 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: CH0276 Report Description: UNIT 1 - UPPER - STAIR / OFFICE • • • • • Route 1 • • • • • Pf Pe Pv DR 1.055 19.6 7.19 0.080687 13'-7 1.4 201 37'-0 19.6 4.9 16.0 4'-0 -0.2 58 37'-6 17.2 17'-7 150 Sprinkler, 2E(2'-0) Pf Pe Pv BL 1.055 39.9 14.65 0.300899 6'-0 3.0 58 37'-6 20.3 17.2 4'-0 57 37'-6 20.2 10'-0 150 Flow (q) from Route 2 E(2'-0), T(2'-0) Pf Pe Pv FR 1.291 51.1 12.54 0.178041 10'-6 1.9 57 37'-6 11.2 20.2 4.6 56 27'-0 26.6 10'-6 150 Flow (q) from Route 3 Pf Pe Pv CM 1.291 51.1 12.54 0.178041 14'-0 3.6 56 27'-0 26.6 6'-0 55 27'-0 30.2 20'-0 150 2T(3'-0) Pf Pe Pv FR 1.291 45.9 11.24 0.145586 15'-6 2.4 55 27'-0 30.2 1'-0 6.7 54 11'-6 39.3 16'-6 150 EE(1'-0) Pf Pe Pv CM 1.291 45.9 11.24 0.145586 1'-3½ 0.6 54 11'-6 39.3 3'-0 53 11'-6 39.9 4'-3½ 150 T(3'-0) Pf Pe Pv CM 1.291 42.6 10.45 0.127170 29'-3 4.4 53 11'-6 39.9 5'-0 52 11'-6 44.3 34'-3 150 E(2'-0), T(3'-0) Pf Pe Pv FM 2.009 82.2 8.32 0.049752 20'-4 17.0 52 11'-6 39.6 44.3 19'-0 4.8 51 0'-6 66.0 39'-4 150 Flow (q) from Route 5 4cplg(1'-0), 4E(3'-6), BFP(-6.5), f(-0.0), sCV, Tr(1'-0), PRV(-8.5), BV Pf Pe Pv UG 1.959 82.2 8.75 0.056249 100'-0 5.6 51 0'-6 66.0 50 0'-6 71.6 100'-0 150 Water Supply 82.2 0.0 Hose Allowance At Source 50 • • • • • Route 2 • • • • • Pf Pe Pv DR 1.055 20.3 7.46 0.086290 0'-6 0.2 202 37'-0 20.3 4.9 17.2 2'-0 -0.2 58 37'-6 17.2 2'-6 150 Sprinkler, T(2'-0) • • • • • Route 3 • • • • • Pf Pe Pv DR 1.055 20.9 7.68 0.091109 9'-6 1.0 203 37'-0 20.9 4.9 18.2 2'-0 -0.2 60 37'-6 19.1 11'-6 150 Sprinkler, E(2'-0) Pf Pe Pv BL 1.055 42.3 15.53 0.335154 1'-0 1.0 60 37'-6 21.4 19.1 2'-0 59 37'-6 20.1 3'-0 150 Flow (q) from Route 4 T(2'-0) Pf Pe Pv BL 1.055 11.2 4.12 0.028774 2'-9½ 0.1 59 37'-6 20.1 2'-0 57 37'-6 20.2 4'-9½ 150 T(2'-0) • • • • • Route 4 • • • • • Pf Pe Pv DR 1.055 21.4 7.85 0.094847 0'-6 0.2 204 37'-0 21.4 4.9 19.1 2'-0 -0.2 60 37'-6 19.1 2'-6 150 Sprinkler, T(2'-0) • • • • • Route 5 • • • • • Pf Pe Pv CM 1.291 36.4 8.91 0.094726 4'-6½ 0.7 63 27'-0 31.1 31.0 3'-0 62 27'-0 31.7 7'-6½ 150 Flow (q) from Route 6 T(3'-0) Pf Pe Pv FR 1.291 36.4 8.91 0.094726 15'-6 1.8 62 27'-0 31.7 3'-0 6.7 61 11'-6 40.1 18'-6 150 T(3'-0) Pf Pe Pv CM 1.291 39.6 9.71 0.110897 26'-6 4.2 61 11'-6 3.2 40.1 11'-0 52 11'-6 44.3 37'-6 150 Flow (q) from Route 7 3T(3'-0), E(2'-0) • • • • • Route 6 • • • • • Pf Pe Pv BL 1.055 31.1 11.41 0.189498 20'-10½ 4.5 59 37'-6 20.1 3'-0 65 37'-6 24.6 23'-10½ 150 E(2'-0), EE(1'-0) Pf Pe Pv FR 1.291 31.1 7.62 0.070898 10'-6 1.0 65 37'-6 24.6 3'-0 4.6 64 27'-0 30.1 13'-6 150 T(3'-0) Pf Pe Pv CM 1.291 31.1 7.62 0.070898 8'-10 0.8 64 27'-0 30.1 3'-0 63 27'-0 31.0 11'-10 150 T(3'-0) • • • • • Route 7 • • • • • © M.E.P.CAD, Inc.3/1/2016 Page 4AutoSPRINK® VR11 v11.0.30.0 1:52:15PM 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: CH0276 Report Description: UNIT 1 - UPPER - STAIR / OFFICE Pf Pe Pv BL 1.055 3.2 1.19 0.002879 63'-7½ 0.2 53 11'-6 39.9 4'-0 61 11'-6 40.1 67'-7½ 150 2T(2'-0) • • • • • Route 8 • • • • • Pf Pe Pv BL 1.055 5.3 1.94 0.007109 96'-3 0.8 55 27'-0 30.2 10'-0 63 27'-0 31.0 106'-3 150 T(2'-0) 3E(2'-0), T(2'-0) 1.51 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 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.3/1/2016 Page 5AutoSPRINK® VR11 v11.0.30.0 1:52:15PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: UNIT 1 - UPPER - STAIR / OFFICE Job Number: CH0276 Sprinkler 201 19.6 19.6 4.9 16.0 Sprinkler 202 20.3 19.6 4.9 17.2 Sprinkler 203 20.9 19.6 4.9 18.2 Sprinkler 204 21.4 19.6 4.9 19.1 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.3/1/2016 Page 3AutoSPRINK® VR11 v11.0.30.0 1:52:32PM Hydraulic Graph Report Description: UNIT 1 - UPPER - STAIR / OFFICE Job Number: CH0276 System Demand (Including Hose Allowance at Source) System Demand 19.5 @ 821.0 Residual: Pressure 85.0 Static: Pressure Water Supply at Node 50 Hydraulic Graph Water Supply at Node 50 71.6 @ 82.2 71.6 @ 82.2 Available Pressure at Time of Test 84.1 @ 82.2 © M.E.P.CAD, Inc.3/1/2016 Page 2AutoSPRINK® VR11 v11.0.30.0 1:52:12PM