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HomeMy WebLinkAboutF15-0022 CALCS-SIDE B.pdfHydraulic Summary Report Description: SIDE B UPPER LEVEL - MASTER 2B Job Number: CH0244 Node Flow(gpm) Total Hose Streams 0.00 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) @@Name 1 149.987 135.134 14.8531353.00145.000150.000 54.17Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 54.17 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 116.66gal Residential 0.050gpm/ft² 256.00ft² 1024.00ft² 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 22.35 between nodes 1 and 2 Maximum Velocity Under Ground 19.88 between nodes 8 and 9 Maximum Velocity Above Ground 4.3 K-Factor 13.00 at 9.140 Most Demanding Sprinkler Data System 182 WEST MEADOWSVAIL, CO. 81657 Job Site/Building VF&ES182 WEST MEADOWS AHJ 032182 WEST MEADOWS - MERIBEL Job State Certification/License NumberJob Name: STEVE ALLENCH0244 Contractor Contractor Number 032 Name of Contractor: Western States Fire Protection Address 1 274 Center Drive Address 2 Glenwood Springs, CO. 81601 Contact Name Contact Title PM ExtensionPhone 720-219-0574 FAX E-mail steve.allen@wsfp.us Web-Site Steve Allen Address 3 Address 1 Address 2 Drawing Name 182 Weast Meadows - DESIGN System Flow Demand 54.17 Remote Area(s) Address 3 4/18/2015© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.30.0 2:54:31PM 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: CH0244 Report Description: SIDE B UPPER LEVEL - MASTER 2B • • • • • Route 1 • • • • • Pf Pe Pv DR 1.0550 13.00 4.77 0.037751 4'-6 0.245 101 37'-10 13.00 4.3 9.140 2'-0 -0.217 14 38'-4 9.169 6'-6 150 Sprinkler, E(2'-0) Pf Pe Pv BL 1.0550 26.11 9.58 0.137119 4'-0 0.617 14 38'-4 13.11 9.169 0'-6 13 38'-4 9.786 4'-6 150 Flow (q) from Route 2 cplg(0'-6) Pf Pe Pv BL 1.0550 39.64 14.55 0.296893 2'-6¼ 1.339 13 38'-4 13.53 9.786 2'-0 12 38'-4 11.125 4'-6¼ 150 Flow (q) from Route 3 T(2'-0) Pf Pe Pv BL 1.0550 18.51 6.80 0.072615 0'-8 0.194 12 38'-4 11.125 2'-0 11 38'-4 11.319 2'-8 150 T(2'-0) Pf Pe Pv BL 1.0550 33.05 12.13 0.212072 52'-4½ 14.714 11 38'-4 14.53 11.319 17'-0 10 38'-4 26.032 69'-4½ 150 Flow (q) from Route 4 EE(1'-0), 6E(2'-0), 2T(2'-0) Pf Pe Pv FR 1.0550 54.17 19.88 0.529104 15'-10 9.436 10 38'-4 21.12 26.032 2'-0 6.864 9 22'-6 42.332 17'-10 150 Flow (q) from Route 5 E(2'-0) Pf Pe Pv BL 1.0550 54.17 19.88 0.529104 17'-1½ 13.291 9 22'-6 42.332 8'-0 8 22'-6 55.623 25'-1½ 150 4T(2'-0) Pf Pe Pv CM 1.5270 54.17 9.49 0.087395 7'-8 1.063 8 22'-6 55.623 4'-6 7 22'-6 56.686 12'-2 150 T(3'-6), cplg(1'-0) Pf Pe Pv FR 1.5270 54.17 9.49 0.087395 11'-2 1.194 7 22'-6 56.686 2'-6 4.841 6 11'-4 62.722 13'-8 150 E(2'-6) Pf Pe Pv CM 1.5270 54.17 9.49 0.087395 26'-4½ 3.353 6 11'-4 62.722 12'-0 5 11'-4 66.075 38'-4½ 150 2T(3'-6), 2E(2'-6) Pf Pe Pv FR 1.5270 54.17 9.49 0.087395 13'-6¼ 30.846 5 11'-4 66.075 8'-0 2.746 4 5'-0 99.666 21'-6¼ 150 2Tr(1'-0), 2E(2'-6), BFP(-7.000), PRV(-21.965), BV, cplg(1'-0) Pf Pe Pv FM 1.5270 54.17 9.49 0.087395 51'-2 5.214 4 5'-0 99.666 8'-6 1.734 3 1'-0 106.615 59'-8 150 3E(2'-6), cplg(1'-0) Pf Pe Pv UG 1.9590 54.17 5.77 0.025976 115'-0 3.130 3 1'-0 106.615 5'-6 2.168 2 -4'-0 111.912 120'-6 150 E(3'-6), EE(2'-0) Pf Pe Pv UG 0.9950 54.17 22.35 0.703691 33'-0 23.222 2 -4'-0 111.912 1 -4'-0 135.134 33'-0 150 Water Supply 54.17 0.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv DR 1.0550 13.11 4.81 0.038322 0'-6 0.096 102 37'-10 13.11 4.3 9.290 2'-0 -0.217 14 38'-4 9.169 2'-6 150 Sprinkler, T(2'-0) • • • • • Route 3 • • • • • Pf Pe Pv DR 1.0550 13.53 4.97 0.040649 0'-6 0.102 103 37'-10 13.53 4.3 9.901 2'-0 -0.217 13 38'-4 9.786 2'-6 150 Sprinkler, T(2'-0) • • • • • Route 4 • • • • • Pf Pe Pv DR 1.0550 14.53 5.33 0.046384 0'-6 0.116 104 37'-10 14.53 4.3 11.420 2'-0 -0.217 11 38'-4 11.319 2'-6 150 Sprinkler, T(2'-0) • • • • • Route 5 • • • • • Pf Pe Pv BL 1.0550 21.12 7.75 0.092658 129'-4¾ 14.907 12 38'-4 11.125 31'-6 10 38'-4 26.032 160'-10¾ 150 EE(1'-0), 8E(2'-0), 7T(2'-0), cplg(0'-6) 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.4/18/2015 Page 4AutoSPRINK® VR11 v11.0.30.0 2:54:34PM 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: CH0244 Report Description: SIDE B UPPER LEVEL - MASTER 2B 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.4/18/2015 Page 5AutoSPRINK® VR11 v11.0.30.0 2:54:34PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: SIDE B UPPER LEVEL - MASTER 2B Job Number: CH0244 Sprinkler 101 13.00 13.00 4.3 9.140 Sprinkler 102 13.11 13.00 4.3 9.290 Sprinkler 103 13.53 13.00 4.3 9.901 Sprinkler 104 14.53 13.00 4.3 11.420 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.4/18/2015 Page 3AutoSPRINK® VR11 v11.0.30.0 2:54:33PM Hydraulic Graph Report Description: SIDE B UPPER LEVEL - MASTER 2B Job Number: CH0244 System Demand (Including Hose Allowance at Source) System Demand 145.000 @ 1353.00 Residual: Pressure 150.000 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 135.134 @ 54.17 135.134 @ 54.17 Available Pressure at Time of Test 149.987 @ 54.17 © M.E.P.CAD, Inc.4/18/2015 Page 2AutoSPRINK® VR11 v11.0.30.0 2:54:32PM