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HomeMy WebLinkAboutA11-0064 Living Room Calcs Hydraulic Summary Report Description: LIVING ROOM Job Number: CH0096 Node Flow(gpm) Total Hose Streams 0.00 Available Required Safety Margin Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) @@1 120.000 90.000 1200.00 119.669 105.03 106.109 13.560 Job Number Design Engineer Total Water Required (Including Hose Allowance) 105.03 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 62.03gal Residential 0.100gpm/ft² 256.00ft² 1024.00ft² (Actual 565.92ft²) 4 Occupancy Area of Application Number Of Sprinklers Calculated Coverage Per Sprinkler Density Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Volume capacity of Wet Pipes Volume capacity of Dry Pipes 11.67 between nodes 1 and 2 Maximum Velocity Under Ground 22.91 between nodes 21 and 22 Maximum Velocity Above Ground 4.3 K-Factor 25.60 at 35.444 Most Demanding Sprinkler Data System VAIL CO 8657 115 FOREST ROAD Job Site 115 FOREST ROAD VAIL FIRE AHJ 115 FOREST ROAD 032 Job Job Name: State Certification/License Number CH0096 STEVE ALLEN Contractor Contractor Number 11-032B Name of Contractor: Western States Fire Protection Address 1 274 Center Drive Address 2 CityGlenwood Springs Contact Name Contact Title PM Phone Extension (720)219-0574 FAX (970)945-9504 E-mail Steve.Allen@wsfp.us Web-Site Steve Allen CO 81601 State Zip Code Address 1 Address 2 City State Zip Code Drawing Name 115 Forest Road.cad System Flow Demand 105.03 Remote Area(s) © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.0.60 04/07/2011 11:41:00PM Page 1 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: CH0096 Report Description: LIVING ROOM • • • • • Route 1 • • • • • Pf Pe Pv DR 1.0550 Q=25.60 9.40 0.132243 12'-6 1.984 201 30'-0 q=25.60 K=4.3 35.444 Spr(-35.444) 2'-6 -0.217 26 30'-6 37.211 E(2'-6) 15'-0 C=150 Pf Pe Pv BL 1.0550 Q=51.67 18.96 0.484783 1'-6½ 2.929 26 30'-6 37.211 4'-6 25 30'-6 40.140 T(4'-6) 6'-0½ C=150 Pf Pe Pv CM 1.0550 Q=9.07 3.33 0.019376 14'-0 0.358 25 30'-6 40.140 4'-6 24 30'-6 40.498 T(4'-6) 18'-6 C=150 Pf Pe Pv CM 1.0550 Q=62.43 22.91 0.687999 3'-6½ 2.439 24 30'-6 40.498 23 30'-6 42.937 3'-6½ C=150 Pf Pe Pv FR 1.0550 Q=62.43 22.91 0.687999 10'-5 10.263 23 30'-6 42.937 4'-6 4.516 22 20'-1 57.716 T(4'-6) 14'-11 C=150 Pf Pe Pv CM 1.0550 Q=62.43 22.91 0.687999 2'-9¼ 5.002 22 20'-1 57.716 4'-6 21 20'-1 62.718 T(4'-6) 7'-3¼ C=150 Pf Pe Pv CM 1.0550 Q=25.59 9.39 0.132139 55'-9½ 8.892 21 20'-1 62.718 11'-6 6 20'-1 71.610 2T(4'-6), E(2'-6) 67'-3½ C=150 Pf Pe Pv FR 1.2650 Q=68.19 17.41 0.334629 10'-1 3.374 6 20'-1 71.610 4.371 5 10'-0 79.355 10'-1 C=150 Pf Pe Pv FM 1.5270 Q=105.03 18.40 0.297504 9'-10¼ 6.204 5 10'-0 79.355 11'-0 -0.000 4 10'-0 85.559 T(7'-0), E(4'-0) 20'-10¼ C=150 Pf Pe Pv FR 1.5270 Q=105.03 18.40 0.297504 10'-11¾ 21.296 4 10'-0 85.559 8'-6 3.468 3 2'-0 110.323 sCV, 2E(4'-0), BFP(-13.500), Tr(0'-6), PRV(-2.000) 19'-5¾ C=150 Pf Pe Pv FR 2.0090 Q=105.03 10.63 0.078213 1'-0 0.156 3 2'-0 110.323 1'-0 0.434 2 1'-0 110.913 cplg(1'-0) 2'-0 C=150 Pf Pe Pv UG 1.9170 Q=105.03 11.67 0.098270 77'-10½ 8.635 2 1'-0 110.913 10'-0 -13.439 1 32'-0 106.109 2E(5'-0), S 87'-10½ C=150 • • • • • Route 2 • • • • • Pf Pe Pv DR 1.0550 Q=26.07 9.57 0.136724 0'-6 0.684 202 30'-0 q=26.07 K=4.3 36.744 Spr(-36.744) 4'-6 -0.217 26 30'-6 37.211 T(4'-6) 5'-0 C=150 • • • • • Route 3 • • • • • Pf Pe Pv DR 1.0550 Q=26.44 9.70 0.140408 12'-6 2.106 203 30'-0 q=26.44 K=4.3 37.815 Spr(-37.815) 2'-6 -0.217 27 30'-6 39.705 E(2'-6) 15'-0 C=150 Pf Pe Pv BL 1.0550 Q=53.36 19.59 0.514672 1'-6½ 0.794 27 30'-6 39.705 24 30'-6 40.498 1'-6½ C=150 • • • • • Route 4 • • • • • Pf Pe Pv DR 1.0550 Q=26.92 9.88 0.145142 0'-6 0.726 204 30'-0 q=26.92 K=4.3 39.196 Spr(-39.196) 4'-6 -0.217 27 30'-6 39.705 T(4'-6) 5'-0 C=150 • • • • • Route 5 • • • • • Pf Pe Pv FR 1.0250 Q=36.84 14.32 0.298416 10'-1 3.606 20 20'-1 64.555 2'-0 4.371 19 10'-0 72.532 C(2'-0) 12'-1 C=150 Pf Pe Pv CM 1.2910 Q=36.84 9.03 0.097014 52'-10 6.823 19 10'-0 72.532 17'-6 5 10'-0 79.355 T(5'-6), 2E(3'-0), Tr(0'-6), C(5'-6) 70'-4 C=150 • • • • • Route 6 • • • • • Pf Pe Pv FR 1.0550 Q=42.60 15.63 0.339267 10'-5 5.061 8 30'-6 58.414 4'-6 4.516 7 20'-1 67.991 T(4'-6) 14'-11 C=150 Pf Pe Pv CM 1.0550 Q=42.60 15.63 0.339267 6'-2 3.619 7 20'-1 67.991 4'-6 6 20'-1 71.610 C(4'-6) 10'-8 C=150 • • • • • Route 7 • • • • • Pf Pe Pv CM 1.0550 Q=30.75 11.29 0.185653 16'-9¼ 4.411 14 30'-6 46.718 7'-0 0.000 9 30'-6 51.130 E(2'-6), T(4'-6) 23'-9¼ C=150 © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.0.60 04/07/07/2011 11:07:55PM Page 1 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: CH0096 Report Description: LIVING ROOM Pf Pe Pv CM 1.0550 Q=42.60 15.63 0.339267 14'-5¾ 7.285 9 30'-6 51.130 7'-0 8 30'-6 58.414 T(4'-6), E(2'-6) 21'-5¾ C=150 • • • • • Route 8 • • • • • Pf Pe Pv CM 1.0550 Q=11.85 4.35 0.031796 3'-3½ 0.248 14 30'-6 46.718 T(4'-6) 4'-6 15 30'-6 46.966 7'-9½ C=150 Pf Pe Pv FR 1.0550 Q=11.85 4.35 0.031796 10'-5 0.474 15 30'-6 46.966 4'-6 -4.516 16 40'-11 42.925 T(4'-6) 14'-11 C=150 Pf Pe Pv CM 1.0250 Q=11.85 4.61 0.036592 30'-8¼ 1.196 16 40'-11 42.925 2'-0 17 40'-11 44.120 T(2'-0) 32'-8¼ C=150 Pf Pe Pv CM 1.0250 Q=11.85 4.61 0.036592 0'-6 0.018 17 40'-11 44.120 -0.000 18 40'-11 44.139 0'-6 C=150 Pf Pe Pv CM 1.0250 Q=11.85 4.61 0.036592 13'-6 0.494 18 40'-11 44.139 0.000 13 40'-11 44.633 13'-6 C=150 Pf Pe Pv CM 1.0250 Q=11.85 4.61 0.036592 0'-6 0.018 13 40'-11 44.633 12 40'-11 44.651 0'-6 C=150 Pf Pe Pv CM 1.0250 Q=11.85 4.61 0.036592 9'-0¼ 0.403 12 40'-11 44.651 2'-0 0.000 11 40'-11 45.054 T(2'-0) 11'-0¼ C=150 Pf Pe Pv FR 1.0550 Q=11.85 4.35 0.031796 10'-5 0.474 11 40'-11 45.054 4'-6 4.516 10 30'-6 50.044 T(4'-6) 14'-11 C=150 Pf Pe Pv CM 1.0550 Q=11.85 4.35 0.031796 34'-1¾ 1.085 10 30'-6 50.044 9 30'-6 51.130 34'-1¾ C=150 • • • • • Route 9 • • • • • Pf Pe Pv CM 1.0550 Q=42.60 15.63 0.339267 14'-10¾ 6.578 25 30'-6 40.140 4'-6 -0.000 14 30'-6 46.718 T(4'-6) 19'-4¾ C=150 • • • • • Route 10 • • • • • Pf Pe Pv CM 1.0550 Q=36.84 13.52 0.259303 2'-7 1.837 21 20'-1 62.718 4'-6 20 20'-1 64.555 T(4'-6) 7'-1 C=150 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. AutoSPRINK® VR7 v7.0.60 04/07/2011 11:07:55PM Page 2 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: CH0096 Report Description: LIVING ROOM 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 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 Relief Valve PRV Pressure Reducing 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. AutoSPRINK® VR7 v7.0.60 04/07/2011 11:07:55PM Page 3 Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure (gpmpft2) Density Summary Of Outflowing Devices Report Description: LIVING ROOM Job Number: CH0096 Sprinkler 201 25.60 25.60 4.3 35.444 0.100gpm/ft² Sprinkler 203 26.44 25.60 4.3 37.815 0.103gpm/ft² Sprinkler 202 26.07 25.60 4.3 36.744 0.102gpm/ft² Sprinkler 204 26.92 25.60 4.3 39.196 0.105gpm/ft² Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.0.60 04/07/2011 11:08:02PM Page 1 Hydraulic Graph Report Description: LIVING ROOM Job Number: CH0096 System Demand (Including Hose Allowance) System Demand 1200.00 @90.000 Residual: Pressure 120.000 Static: Pressure Supply at Node 1 Hydraulic Graph Supply at Node 1 105.03 @106.109 105.03 @106.109 Available Pressure @Time of Test 119.669 @105.03 © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.0.60 04/07/2011 11:07:58PM Page 1