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HomeMy WebLinkAboutF15-0012_F15-0012 calcs_1427386020.pdfHydraulic Summary Report Description: APT #2 Job Number: CS2658 Node Flow(gpm) Total Hose Streams 100.00 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@Name 1 137.193 89.678 47.5151123.00100.00 97.000139.000 205.06Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 205.06 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 100.00 Hose Allowance At Source Supplies 252.40gal Residential 0.050gpm/ft² 256.00ft² 512.00ft² 4 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Manually Flowing Job Suffix Volume capacity of Dry PipesVolume capacity of Wet Pipes Maximum Velocity Under Ground 25.75 between nodes 5 and 6 Maximum Velocity Above Ground 4.9 K-Factor 25.60 at 27.295 Most Demanding Sprinkler Data System 83 Willow PlVail, CO 81658 Job Site/Building 83 Willow Pl AHJ 032Riverhouse APT#2 Remodel Job State Certification/License NumberJob Name: Nick PippinCS2658 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 CS2658-Riverhouse#2 System Flow Demand 105.06 Remote Area(s) Address 3 3/23/2015© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.30.0 10:39:18PM Hydraulic Graph Report Description: APT #2 Job Number: CS2658 System Demand (Including Hose Allowance at Source) System Demand 97.000 @ 1123.00 Residual: Pressure 139.000 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 89.678 @ 105.06 89.678 @ 205.06 Available Pressure at Time of Test 137.193 @ 205.06 © M.E.P.CAD, Inc.3/23/2015 Page 2AutoSPRINK® VR11 v11.0.30.0 10:38:39PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure (gpmpft2) Density Summary Of Outflowing Devices Report Description: APT #2 Job Number: CS2658 Sprinkler 101 25.60 25.60 4.9 27.295 0.100gpm/ft² Sprinkler 102 26.20 25.60 4.9 28.594 0.102gpm/ft² Sprinkler 103 26.85 25.60 4.9 30.027 0.105gpm/ft² Sprinkler 104 26.41 25.60 4.9 29.039 0.103gpm/ft² Most Demanding Sprinkler Data © M.E.P.CAD, Inc.3/23/2015 Page 1AutoSPRINK® VR11 v11.0.30.0 11:00:19PM 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: CS2658 Report Description: APT #2 • • • • • Route 1 • • • • • Pf Pe Pv BL 1.0550 25.60 9.40 0.132243 12'-0 1.851 101 8'-0 25.60 4.9 27.295 2'-0 8 8'-0 29.147 14'-0 150 Sprinkler, T(2'-0) Pf Pe Pv BL 1.2910 51.80 12.70 0.182265 8'-0 1.458 8 8'-0 26.20 29.147 7 8'-0 30.605 8'-0 150 Flow (q) from Route 2 Pf Pe Pv BL 1.2910 78.65 19.28 0.394665 1'-0 0.395 7 8'-0 26.85 30.605 6 8'-0 30.999 1'-0 150 Flow (q) from Route 4 Pf Pe Pv BL 1.2910 105.06 25.75 0.674218 17'-2¾12.289 6 8'-0 26.41 30.999 1'-0 5 8'-0 43.288 18'-2¾ 150 Flow (q) from Route 3 cplg(1'-0) Pf Pe Pv BL 1.5270 105.06 18.41 0.297656 59'-1 19.371 5 8'-0 43.288 6'-0 4 8'-0 62.660 65'-1 150 T(3'-6), E(2'-6) Pf Pe Pv BL 2.0670 105.06 10.04 0.102941 16'-1 3.200 4 8'-0 62.660 15'-0 6.069 3 -6'-0 71.929 31'-1 120 E(5'-0), PO(10'-0) Pf Pe Pv ST 4.0260 105.06 2.65 0.004005 11'-5 20.550 3 -6'-0 71.929 10'-0 2 -6'-0 92.479 21'-5 120 BFP(-12.464), PRV(-8.000), E(10'-0) Pf Pe Pv ST 4.2800 105.06 2.34 0.002235 280'-0 0.666 2 -6'-0 92.479 17'-11 -3.467 1 2'-0 89.678 297'-11 140 E(17'-11), S 205.06 100.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv BL 1.0550 26.20 9.62 0.138056 2'-0 0.552 102 8'-0 26.20 4.9 28.594 2'-0 8 8'-0 29.147 4'-0 150 Sprinkler, T(2'-0) • • • • • Route 3 • • • • • Pf Pe Pv BL 1.0550 26.41 9.69 0.140039 12'-0 1.961 104 8'-0 26.41 4.9 29.039 2'-0 6 8'-0 30.999 14'-0 150 Sprinkler, T(2'-0) • • • • • Route 4 • • • • • Pf Pe Pv BL 1.0550 26.85 9.85 0.144442 2'-0 0.578 103 8'-0 26.85 4.9 30.027 2'-0 7 8'-0 30.605 4'-0 150 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.3/23/2015 Page 4AutoSPRINK® VR11 v11.0.30.0 10:35:28PM 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: CS2658 Report Description: APT #2 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.3/23/2015 Page 5AutoSPRINK® VR11 v11.0.30.0 10:35:28PM