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HomeMy WebLinkAboutWest Trash Chute Calc �i�� Hydraulic Overview Job Number:700405 � Report Description:West Trash Chute Job Job Number Design Engineer 700405 Brian Houser Job Name Phone FAX Ritz-Carlton Residences (303)792-0022 (303)792-9049 Address 1 � State CertiflcatioNLicense Number 728 W. Lionshead Circle State#032 Address 2 � AHJ Vai�Fire Prevention Bureau Clty State Zip Code Job Sile Val� C� System Density Area of Applica�ion NA NA Most Demanding Sprinkler Data Hose Streams 5.6 K-Factor 14.82 at 7.000 250.00 Coverage Per Sprinkler Number Of Sprinklers Calculated NA 4 Sys�em Pressure Demand � System Flow Demand 76.964 97.64 Total Oemantl Pressure Result 347.64 @ 76.964 +67.363(46.7%) Supplies Check Point Gauges Node Flow m Hose Flow(gpm� Static si Residual(psi� Identifier Pressure(psi) K-Factor(K) Flow(qpm) 1 1210.00 250.00 150.000 93.000 PRV-1 80.362 10.89 97.64 PRV-2 68.362 11.81 97.64 East Chute 0.000 0 0.00 West Chute 41.478 15.16 97.64 Trash Chute Calc.cad Supply at Node 1 (1210.00,250.00, 150.000,93.000) 2Q0 18q 16C1 5tatic Pressure i SD.6�0 14(7 T �' _ 120 N a N160 �z�a.�o�ss.QOa � a gq �347.64 witft hase stream 7.64�76.964 60 ;� - ¢� 5ystem demand curve 20 Cl '�a4S0 6Q� 75t3 90� 1650 12�� 1350 15q0 Water flow,gpm [�G,O M.E.P.CAD, Inc. �;��AutoSPRINKO VR5 v5.1.32 03/30/2010 12:05:44AM Page 1 iiy � �� Hydraulic Summary Job Number:700405 � Report Description:West Trash Chute Job Job Number Design Engineer 700405 Brian Houser Job Name Slale Cerlificalion/License Number Ritz-Carlton Residences State#032 Address 1 AHJ 728 W. Lionshead Circle Vail Fire Prevention Bureau Address 2 Job Site City State � Zip Code Drawing Name Vail CO Trash Chute Calc.cad S stem Remote Area s Mos�Demanding Sprinkler Da�a Occupancy 5.6 K-Factor 14.82 at 7.000 Manually Calculated Hose Allowance At Source Densiry � Area of Applica�ion 250.00 NA NA Addltional Hose Supplies Number Of Sprinklers Calculated � Coverage Per Sprinkler Node Flow(qpm) 4 NA Total Hose Sireams � 250.00 System Flow Demand I Tolal Water Requiretl(Inclutling Hose Allowance) ' 97.64 347.64 Maximum Pressure Unbalance In Loops �.��� Maximum Velocity Above Grountl 14.10 between nodes 133 and 167 Maximum Velocity Under Ground � 1.09 between nodes 1 and 146 Volume capacity of W et Pipes Volume capacily of Dry Pipes � 1096.54ga1 28.74ga1 Supplies Hose Flow Static Residual @ Flow Available @ Total Demand Required Safety Margin Node pm psi psi pm psi pm psi psi 1 250.00 150.000 93.000 1210.00 144.327 347.64 76.964 67.363 Contractor Contractor Num6er Contac�Name Conlact Tltle 1 Brian Houser P.M. Contractor Name Phone Extension Western States Fire Protection (303)792-0022 122 Address 1 FAX 7026 S.Tucson Way (303)792-9049 Address 2 E-mail brian.houser@wsfp.us Ciry � Sta�e ZipCode Web-Site Centennial CO 80112 www.wsfp.com [�U,O M.E.P.CAD, Ina y��AutoSPRINKO VR5 v5.1.32 03/30/2010 12:05:48AM Page 2 ��I�� Summary Of Outflowing Devices Job Number: 700405 �- i Report Description:West Trash Chute Actual Flow Minimum Flow K-Factor Pressure Density Device m m K si m ft2 �7 Sprinkler 206 14.82 14.82 5.6 7.000 0.148gpm/ft2 Sprinkler 207 32.41 14.82 5.6 33.497 0.324gpm/ft2 Sprinkler 208 27.96 I 14.82 � 5.6 24.933 0.280gpm/ftz Sprinkler 209 22.45 I 14.82 5.6 16.072 0.225gpm/ft2 � Most Demanding Sprinkler Data [�;O M.E.P.CAD, Inc. �;��AutoSPRINKO VR5 v5.1.32 03/30/2010 12:05:53AM Page 3 ����� Hydraulic Analysis Job Number:700405 Report Description:West Trash Chute Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Len th �•••••Route1 ••••• DR 1.0490 Q=14.82 5.50 C=120 0.074703 2'-2'/Z Pf 0.689 206 48'-11Y2 q=14.82 K=5.6 7.000 Spr(-7.000) 7'-0��Pe -0.641 157 50'-5'/2 7.048 E(2'-0), PO(5'-0) 9'-2'/x Pv BL 1.6820 Q=14.82 2.14 C=120 0.007495 22'-6'/z Pf 0.206 157 50'-5'/z 7.048 4'-11'/�Pe 9.664 170 28'-2 16.918 2Ee2(2'-5'/2) 27'-6,Pv BL 1.6820 Q=37.27 5.38 C=120 0.041288 17'-6'Pf 1.131 170 28'-2 16.918 9'-11I Pe 7.587 167 10'-8 25.636 T(9'-11) 27'-5',Pv BL 1.6820 Q=97.64 14.10 C=120 0.245297 39'-10'/x Pf 11.601 167 10'-8 25.636 7'-5'Pe 2.391 133 5'-2 39.628 3LtE(2'-5'/z) 47'-3'/�Pv DY 2.1570 Q=97.64 8.57 G-120 0.073049 0'-0 Pf 1.348 133 5'-2 39.628 18'-5'/2 Pe 0.501 129 4'-0 41.478 DPV(11'-1), BV(7'-4'/2),West 18'-5'/�Pv Chute CM 2.1570 Q=97.64 8.57 G-120 0.073049 29'-8��Pf 4.640 129 4'-0 41.478 33'-10 Pe -2.892 141 10'-8 43.226 5fE(4'-3'/z), mecT(12'-3'/2) 63'-6'/2�Pv ST 6.3570 Q=97.64 0.99 C=120 0.000378 295'-6'/z Pf 0.160 141 10'-8 43.226 127'-0'Pe 0.867 80 8'-8 44.253 8fE(12'-7), 3Ee2(8'-9'/2) 422'-6'Pv ST 6.3570 Q=97.64 0.99 C=120 0.000378 233'-10'Pf 11.681 __ _ _ _ __ _ 80 8'-8 44.253 326'-11I Pe 12.428 165 -20'-0 68.362 18fE(12'-7),2fT(31'-5), 560'-9!Pv 4fEE(6'-3'/2),BFP(-11.469), f(-0.000), BV(12'-7), PRV-2 DY 6.3570 Q=97.64 0.99 C=120 0.000378 0'-0',Pf 12.000 165 -20'-0 68.362 Pe 146 -20'-0 80.362 PRV(-12.000), PRV-1 0'-0�,Pv UG 6.0400 Q=97.64 1.09 G140 0.000365 105'-11'/2 Pf 0.070 146 -20'-0 80.362 85'-0 Pe -3.468 1 -12'-0 76.964 BV(10'-0),3E(14'-0),T(30'-0), 190'-11'/2�'Pv GV(3'-0),S I �•••••Route2••••• DR 1.0490 Q=22.45 8.33 G120 0.161155 2'-2'/2 Pf 1.487 - - - - 209 26'-8 q=22.45 K=5.6 16.072 Spr(-16.072) 7'-0 Pe -0.641 170 28'-2 16.918 E(2'-0), PO(5'-0) 9'-2'/�Pv �•••••Route3••••• DR 1.0490 Q=27.96 10.38 G-120 0.241900 2'-2'/Z Pf 2.232 208 3'-6'/z q=27.96 K=5.6 24.933 Spr(-24.933) 7'-0'�Pe -0.641 166 5'-0 26.524 E(2'-0), PO(5'-0) 9'-2'/2 Pv BL 1.6820 Q=60.37 8.72 C=120 0.100796 5'-8 Pf 1.569 166 5'-0 26.524 9'-11 Pe -2.457 167 10'-8 25.636 T(9'-11) 15'-7 Pv �•••••Route4••••• D 07 12145/2 q=32.411 K=�.6 3.497 Spr(387497) 8'p�Pf 3.496 - ' �i pe -0.641 152 -20'-0 36.352 E(2'-0), EE(1'-0), PO(5'-0) 11'-0�,pv BL 1.6820 Q=32.41 4.68 C=120 0.031891 26'-8'/2 Pf 1.009 152 -20'-0 36.352 4'-11'/r Pe -10.838 166 5'-0 26.524 2LtE(2'-5'/z) 31'-8,Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual Inside Diameter 4 87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 [�G,O M.E.P.CAD, Inc. ���AutoSPRINKO VR5 v5.1.32 03/30/2010 12:05:58AM Page 4 � i �� Hydraulic Analysis Job Number:700405 Report Description:West Trash Chute Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Len th Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe E 90° Elbow Pe Pressure due to elevation difference between indicated points UG Underground pv Velocity pressure at a point in a pipe EE 45° Elbow Ee1 11'/4° Elbow Ee2 22Yz° Elbow f Flow Device 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 GIoV 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 [�G,O M.E.P.CAD, Inc. o��AutoSPRINKO VR5 v5.1.32 03/30/2010 12:05:58AM Page 5 ���� Riser Tag Job Number: 700405 Report Description:West Trash Chute Job Ritz-Carlton Residences 728 W. Lionshead Circle vail CO, Design Basis Occupancy: Total Sprinklers: 9 Number Of Sprinklers Calculated: K-Factor: 5.6 Orifice Size: 0.5 Average Density: Area of Application: Demand At Base Of Riser (West Chute) Total Demand Flow(gpm): 97.64 Pressure(psi): 41 .478 Water Supply Information At Time Of Design Static Pressure(psi): 150.000 Residual Pressure(psi): 93.000 Supply Flow(gpm): 1210.00 Total Demand Flow(gpm): 347.64 Total Demand Pressure(psi): 76.964 [�,O M.E.P.CAD, Inc. q��AutoSPRINKO VR5 v5.1.32 03/30/2010 12:06:03AM Page 7 ���� Hydraulic Graph Job Number:700405 Report Description:West Trash Chute Supply at Node 1 �a� 1$Q 160 5ta#ic Pressure 15fl.(30D 140 i20 `�'i v 104 � � 121 Q.O��93.{1qQ a $d �347.64 with hase strearns 7.64�76.964 sa 4q S stem demand�urv 2(1 a {�5� 3�6 �0 fi[76 750 9�� 105Q 120t] 1350 15d0 Water flow,gpm Hydraulic Graph Supply at Node 1 Slalic Pressure 150.000 Residual Pressure 1210.00 @ 93.000 Available PressureTime of Test 144.327 @ 347.64 sysiem oema�d 97.64 @ 76.964 Sys�em Demand(Including Hose Allowance) 347.64 @ 76.964 �,O M.E.P.CAD, Inc. ���j AutoSPRINKO VR5 v5.1.32 03/30/2010 12:06:07AM Page 8 ���� Hydraulic Graph Job Number:700405 Report Description:West Trash Chute West Chute �a� 1$Q 160 5ta#ic Pressure 15fl.(30D 140 i20 `�'i v 104 � � 121 Q.O��93.{1qQ a �D sa �347.fi4 with hcsse streams � 7.64�41.478 System demand curve 2Q a {�5� 3�6 �0 fi[76 750 9�� 105Q 120t] 1350 15d0 Water flow,gpm Hydraulic Graph West Chute Slalic Pressure N/A Residual Pressure N/A Available PressureTime of Test 108.841 @ 0.00 �sysiem oemaod .._. 97.64 @ 41.478 Sys�em Demand(Including Hose Allowance) N/A @ 41.478 �,O M.E.P.CAD, Inc. ���j AutoSPRINKO VR5 v5.1.32 03/30/2010 12:06:07AM Page 9 ���� Flow Diagram (Top View) Job Number:700405 Report Description:West Trash Chute Dn �.�' ��::''� UP � p � B� . _ '� � s , [�;O M.E.P.CAD, Inc. �;��AutoSPRINKO VR5 v5.1.32 03/30/2010 12:06:12AM Page 10 ���� Flow Diagram (Isometric View) Job Number:700405 Report Description:West Trash Chute ��� ::k,.. ,,�r,_ ��r <�� ,��°' � -, ",�� �'-,v � � �� t [�;O M.E.P.CAD, Inc. �;��AutoSPRINKO VR5 v5.1.32 03/30/2010 12:06:29AM Page 1