Loading...
HomeMy WebLinkAboutEast Trash Chute Calc �i�� Hydraulic Overview Job Number:700405 � Report Description: East 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 5 Sys�em Pressure Demand � System Flow Demand 89.881 131.80 Total Demantl Pressure Result 381.80 @ 89.881 +53.372(37.3%) 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 93.228 13.65 131.80 PRV-2 81.228 14.62 131.80 East Chute 47.473 19.13 131.80 West Chute 0.000 0 0.00 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 y �a� �381.80 with hose streams �z1 o.�o�ss.QOa � �q 131.80(�89.881 a 60 5ystem demand curve =� - 40 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 12:01:03AM Page 1 iiy � �� Hydraulic Summary Job Number:700405 � Report Description: East 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) 5 NA Total Hose Sireams � 250.00 Syslem Flow Demand Tolal Water Requiretl(Inclutling Hose Allowance) ' 131.80 381.80 Maximum Pressure Unbalance In Loops � �.��� Maximum Velocity Above Grountl 19.03 between nodes 29 and 46 Maximum Velocity Under Ground � 1.48 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 1210.00 143.253 381.80 89.881 53.372 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 12:01:06AM Page 2 ��I�� Summary Of Outflowing Devices Job Number: 700405 �- i Report Description: East Trash Chute Actual Flow Minimum Flow K-Factor Pressure Density Device m m K si m ft2 Sprinkler 201 34.51 14.82 5.6 37.972 0.345gpm/ft2 �7 Sprinkler 202 14.82 14.82 5.6 7.000 0.148gpm/ft2 Sprinkler 203 28.39 � 14.82 � 5.6 25.694 0.284gpm/ftz Sprink�er 204 22.44 14.82 5.6 16.058 0.224gpm/ft2 Sprinkler 205 31.65 14.82 5.6 31.945 0.317gpm/ftz �J Most Demanding Sprinkler Data [�;O M.E.P.CAD, Inc. �;��AutoSPRINKO VR5 v5.1.32 03/30/2010 12:01:09AM Page 3 ����� Hydraulic Analysis Job Number:700405 Report Description: East 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'-6'/Z Pf 0712 202 59'-11Y2 q=14.82 K=5.6 7.000 Spr(-7.000) 7'-0��Pe -0.641 54 61'-5'/z 7.071 E(2'-0), PO(5'-0) 9'-6'/x Pv BL 1.6820 Q=14.82 2.14 C=120 0.007495 22'-3'/z Pf 0.167 54 61'-5'/z 7.071 Pe 9.664 51 39'-2 16.902 22'-3'/z Pv BL 1.6820 Q=37.26 5.38 C=120 0.041267 22'-0',Pf 0.908 51 39'-2 16.902 Pe 9.538 48 17'-2 27.348 22'-0�,Pv BL 1.6820 Q=65.64 9.48 C=120 0.117671 7'-6'Pf 2.047 48 17'-2 27.348 9'-11 Pe 3.251 46 9'-8 32.647 T(9'-11) 17'-5'Pv BL 1.6820 Q=131.80 19.03 C=120 0.427301 18'-6'Pf 10.019 46 9'-8 32.647 4'-11'/z Pe 1.957 29 5'-2 44.623 EE(2'-5'/z), LtE(2'-5'/2) 23'-5'h Pv DY 2.1570 Q=131.80 11.57 C=120 0.127250 0'-0 Pf 2.349 29 5'-2 . . 44.623 . . 18'-5'h Pe 0.501 25 4'-0 47.473 DPV(11'-1), BV(7'-4'/z), East Chute 18'-5'/z Pv CM 2.1570 Q=131.80 11.57 C=120 0.127250 42'-5,Pf 11.350 25 4'-0 47.473 46'-9'I Pe -2.025 80 8'-8 56.799 8fE(4'-3'/z), mecT(12'-3'/z) 89'-2'/2,Pv ST� $;$570 Q=131.80 1.33 6.799 0.000659 326'-10!I Pf 12.001 Pe 12.428 165 -20'-0 81.228 18fE(12'-7),2fT(31'-5), 560'-9'�Pv 4fEE(6'-3'/z), BFP(-11.632), f(-0.000), BV(12'-7), PRV-2 DY 6.3570 Q=131.80 1.33 C=120 0.000659 0'-0',Pf 12.000 165 -20'-0 81.228 Pe 146 -20'-0 93.228 PRV(-12.000), PRV-1 0'-0'Pv UG 6.0400 Q=131.80 1.48 C=140 0.000635 105'-11'/2 Pf 0.121 - - - _ _ _ _ ___ 146 -20'-0 93.228 85'-0�Pe -3.468 1 -12'-0 89.881 BV(10'-0),3E(14'-0),T(30'-0), 190'-11'/ZI Pv GV(3'-0),S �•••••Route2••••• DR 1.0490 Q=22.44 8.33 C=120 0.161019 2'-2'/2 Pf 1.486 204 37'-8 q=22.44 K=5.6 16.058 Spr(-16.058) 7'-0'�Pe -0.641 51 39'-2 16.902 E(2'-0), PO(5'-0) 9'-2'/!Pv �•••••Route3••••• DR 1.0490 Q=28.39 10.54 C=120 0.248722 2'-2'/z Pf 2.295 203 15'-8 q=28.39 K=5.6 25.694 Spr(-25.694) 7'-0��Pe -0.641 48 17'-2 27.348 E(2'-0), PO(5'-0) 9'-2'/x Pv �•••••Route4••••• DR 1.0490 Q=31.65 11.75 G-120 0.304228 5'-4'Pf 4.972 205 -10'-5'/2 q=31.65 K=5.6 31.945 Spr(-31.945) 11'-0 Pe -0.858 61 -8'-6 36.059 3E(2'-0), PO(5'-0) 16'-4I,Pv BL 1.6820 Q=66.16 9.55 C=120 0.119392 20'-0'/Z�Pf 4.463 61 -8'-6 36.059 17'-4I,Pe -7.876 46 9'-8 32.647 2LtE(2'-5'/z), EE(2'-5'h),T(9'-111) 37'-4'/2,Pv �•••••RouteS••••• DR 1.0490 Q=34.51 12.81 C=120 0.356969 2'-3 Pf 3.302 _ __ - _ __ _ _ _ __ 201 -21'-5'h q=34.51 K=5.6 37.972 Spr(-37.972) 7'-0'Pe -0.641 59 -20'-0 40.633 E(2'-0), PO(5'-0) 9'-3 Pv BL 1.6820 Q=34.51 4.98 C=120 0.035812 11'-6 Pf 0.412 59 -20'-0 40.633 Pe -4.986 61 -8'-6 36.059 11'-6'Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual Inside Diameter '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 12:01:13AM Page 4 � i �� Hydraulic Analysis Job Number:700405 Report Description: East 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 12:01:13AM Page 5 ���� Riser Tag Job Number: 700405 Report Description: East Trash Chute Job Ritz-Carlton Residences 728 W. Lionshead Circle vail CO, Design Basis Occupancy: Manually Calculated Total Sprinklers: 9 Number Of Sprinklers Calculated: 5 K-Factor: 5.6 Orifice Size: 0.5 Design Density: NA Average Density: Area of Application: NA Demand At Base Of Riser (East Chute) Total Demand Flow(gpm): 131 .80 Pressure(psi): 47.473 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): 381 .80 Total Demand Pressure(psi): 89.881 [�,O M.E.P.CAD, Inc. q��AutoSPRINKO VR5 v5.1.32 03/30/2010 12:01:17AM Page 6 ���� Hydraulic Graph Job Number:700405 Report Description: East 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 � �381.84 with hose streams 131.8� u�89.881 �D sa System demand curve 40 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 143.253 @ 381.80 sysiem oema�d 131.80 @ 89.881 Sys�em Demand(Including Hose Allowance) 381.80 @ 89.881 �,O M.E.P.CAD, Inc. ���j AutoSPRINKO VR5 v5.1.32 03/30/2010 12:01:19AM Page 8 ���� Hydraulic Graph Job Number:700405 Report Description: East Trash Chute East Chute �a� 1$Q 160 5ta#ic Pressure 15fl.(30D 140 i20 `�'i v 104 � � 121 Q.O��93.{1qQ a �D so �361.8a with hose streams 131.8p�47.473 4D ' System demand curve 2Q a {�5� 3�6 �0 fi[76 750 9�� 105Q 120t] 1350 15d0 Water flow,gpm Hydraulic Graph East Chute Slalic Pressure N/A Residual Pressure N/A Available PressureTime of Test 100.845 @ 0.00 �sysiem oemaod ._._. 131.80 @ 47.473 Sys�em Demand(Including Hose Allowance) N/A @ 47.473 �,O M.E.P.CAD, Inc. ���j AutoSPRINKO VR5 v5.1.32 03/30/2010 12:01:19AM Page 9 ���� Flow Diagram (Top View) Job Number:700405 Report Description: East Trash Chute Dn � �.�' � `� Up � : �� p ���. � ,p � [�;O M.E.P.CAD, Inc. �;��AutoSPRINKO VR5 v5.1.32 03/30/2010 12:01:24AM Page 10 ���� Flow Diagram (Isometric View) Job Number:700405 Report Description: East Trash Chute ��� � '�,� � � �� ��� v� � '` �'-,v � '-_'7 Fa� ti i [�;O M.E.P.CAD, Inc. �;��AutoSPRINKO VR5 v5.1.32 03/30/2010 12:01:42AM Page 1