Loading...
HomeMy WebLinkAboutF15-0021 CALCS-SIDE A.pdfHydraulic Summary Report Description: SIDE A LEVEL - LIVING A 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 1 149.987 133.404 16.5831353.00145.000150.000 53.85Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 53.85 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 117.10gal 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 22.22 between nodes 1 and 2 Maximum Velocity Under Ground 19.77 between nodes 23 and 24 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 53.85 Remote Area(s) Address 3 4/20/2015© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.30.0 6:31:13AM 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 A LEVEL - LIVING A • • • • • Route 1 • • • • • Pf Pe Pv DR 1.0550 13.00 4.77 0.037751 4'-6¼ 0.246 201 22'-0 13.00 4.3 9.140 2'-0 -0.217 26 22'-6 9.169 6'-6¼ 150 Sprinkler, E(2'-0) Pf Pe Pv BL 1.0550 26.11 9.58 0.137125 3'-11¾ 0.546 26 22'-6 13.11 9.169 25 22'-6 9.715 3'-11¾ 150 Flow (q) from Route 2 Pf Pe Pv BL 1.0550 39.59 14.53 0.296237 4'-0 1.185 25 22'-6 13.48 9.715 24 22'-6 10.900 4'-0 150 Flow (q) from Route 3 Pf Pe Pv BL 1.0550 53.85 19.77 0.523449 74'-9½ 46.735 24 22'-6 14.26 10.900 14'-6 23 22'-6 57.635 89'-3½ 150 Flow (q) from Route 4 3E(2'-0), 4T(2'-0), cplg(0'-6) Pf Pe Pv FR 1.0550 53.85 19.77 0.523449 11'-2 6.892 23 22'-6 57.635 2'-0 4.841 22 11'-4 69.368 13'-2 150 T(2'-0) Pf Pe Pv CM 1.5270 53.85 9.43 0.086460 5'-1¾ 0.878 22 11'-4 69.368 5'-0 21 11'-4 70.246 10'-1¾ 150 2E(2'-6) Pf Pe Pv FR 1.5270 53.85 9.43 0.086460 13'-6¼ 30.826 21 11'-4 70.246 8'-0 4.480 20 1'-0 105.552 21'-6¼ 150 2Tr(1'-0), 2E(2'-6), BFP(-7.000), PRV(-21.965), BV, cplg(1'-0) Pf Pe Pv UG 1.9590 53.85 5.73 0.025698 100'-0 2.711 20 1'-0 105.552 5'-6 2.168 2 -4'-0 110.431 105'-6 150 E(3'-6), EE(2'-0) Pf Pe Pv UG 0.9950 53.85 22.22 0.696170 33'-0 22.974 2 -4'-0 110.431 1 -4'-0 133.404 33'-0 150 Water Supply 53.85 0.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv DR 1.0550 13.11 4.81 0.038325 0'-6 0.096 202 22'-0 13.11 4.3 9.290 2'-0 -0.217 26 22'-6 9.169 2'-6 150 Sprinkler, T(2'-0) • • • • • Route 3 • • • • • Pf Pe Pv DR 1.0550 13.48 4.95 0.040383 0'-6 0.101 203 22'-0 13.48 4.3 9.831 2'-0 -0.217 25 22'-6 9.715 2'-6 150 Sprinkler, T(2'-0) • • • • • Route 4 • • • • • Pf Pe Pv DR 1.0550 14.26 5.24 0.044824 0'-6 0.112 204 22'-0 14.26 4.3 11.005 2'-0 -0.217 24 22'-6 10.900 2'-6 150 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.4/20/2015 Page 4AutoSPRINK® VR11 v11.0.30.0 6:31:16AM 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 A LEVEL - LIVING A 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.4/20/2015 Page 5AutoSPRINK® VR11 v11.0.30.0 6:31:16AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: SIDE A LEVEL - LIVING A Job Number: CH0244 Sprinkler 201 13.00 13.00 4.3 9.140 Sprinkler 202 13.11 13.00 4.3 9.290 Sprinkler 203 13.48 13.00 4.3 9.831 Sprinkler 204 14.26 13.00 4.3 11.005 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.4/20/2015 Page 3AutoSPRINK® VR11 v11.0.30.0 6:31:15AM Hydraulic Graph Report Description: SIDE A LEVEL - LIVING A 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 1 133.404 @ 53.85 133.404 @ 53.85 Available Pressure at Time of Test 149.987 @ 53.85 © M.E.P.CAD, Inc.4/20/2015 Page 2AutoSPRINK® VR11 v11.0.30.0 6:31:14AM