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HomeMy WebLinkAboutF18-0049_approved plans_1532972525.pdf +- Hydraulic Overview Report r Z 41111111111111101 4 Job Job Number Design Engineer S 41 ERIN CLAYTON Job Name: Phone FAX 45.10-k tk 1709 GENEVADUPLEX 303-551-5308 Address 1 State Certification/License Number 1709 GENEVA DRIVE Address 2 AHJ Ices VAIL,COLORADO 07/30/18 Address 3 Job Site/Building System Density Area of Application 0.050gpm/ft2 900.00ft2(Actual 191.09ft2) Most Demanding Sprinkler Data Hose Streams 4.9 K-Factor 13.00 at 7.039 0.00 Coverage Per Sprinkler Number Of Sprinklers Calculated 2 56.00ft2 2 System Pressure Demand System Flow Demand 0.000 36.2 8 Total Demand Pressure Result 36.28 @ 0.000 +55.000(100.0%) Supplies =111 Check Point Gauges Node Name Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(gpm) 20 Water Supply 186.00 55.000 54.000 14 Water Supply 186.00 55.000 54.000 26 40.00 Pump 55.000 46.000 236 40.00 Pump 0.000 65.000 23 40.00 Pump 55.000 46.000 Pumps:Static=Churn(Pressure @ Zero Flow) 1709 Geneva Duplex Water Supply at Node 20(186.00, 0.00,55.000,54.000) rr _.7 100 1- =11 • 89 78 p 67 - 56—Static Pressure 55.0001 �: Q 186.00 @ 54.000 n 45 w a 34 •t1 hi.:.,..i I; 1. 23 — ;.-. 12 System demand curve = II I 1 36.281 r.) -1.642 • .. -10 ulluuull minim Il l1111ll 1 1 1 1 1 1 1 1 1 l l l l l I I I l l l l l l I I I I l l l I I I I I I req Ci080120 160 200 240 280 320 360 400 • Water flow,gpm L©M.E.P.CAD,Inc. in AutoSPRINK®12 v12.0.61.0 7/23/2018 10:40:55AM Page 1 +- Hydraulic SummaryI `4141911111 ' t + Re ort 4 Job Job Number Design Engineer 41 ERIN CLAYTON e V Job Name: S tateCertification/License Number kat 1709 GENEVA DUPLEX Address I AHJ i 0] 1709 GENEVA DRIVE Vail Firc&Emcrgcncy Sc-vices Address 2 Job Site/Building VAIL,COLORADO 07130/18 Address 3 Drawing Name 1709 Geneva Duplex System RemoteArea(s) Most Demanding Sprinkler Data Occupancy Job S uffix 4.9 K-Factor 13.00 at 7.039 Residential Hose Allowance At S ource Density Area of Application 0.00 0.050gpm/ft2 900.00ft2(Actual 191.09ft2) Additional Hose S applies Number Of Sprinklers Calculated Coverage Per S prinkler Node Flow(mm) 2 256.00ft' AutoPeak Results:Pressure For Remote Area(s)Adjacent To Most Remote Area Total Hose Streams 0.00 S ystemFlow Demand Total Water Required(Including Hose Allowance) 36.28 36.28 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 10.85 between nodes 26 and 25 Maximum Velocity Under Ground Volume capacity of Wet Pipes Volume capacity of Dry Pipes 84.44ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) @ (gpm) (psi) (psi) 20 Water S upply 55.000 54.000 186.00 54.951 36.28 0.000 56.594 _ 14 WaterSupply 55.000 54.000 186.00 55.000 0.00 0.000 55.000 26 Pump 55.000 46.000 40.00 95.390 26.28 38.796 56.594 236 Pump 0.000 65.000 40.00 0.000 0.00 0.000 0.000 23 Pump 55.000 46.000 40.00 55.000 0.00 0.000 55.000 Pumps:S tatic=Churn(Pressure @ Zero Flow) Contractors Contractor Number Contact Name Contact Title 25 Name of Contractor. Phone Extension EXCEL FIRE PROTECTION Address 1 FAX 2264 G ROAD Address 2 E-mail GRAND JUNCTION,COLORADO 81505 Address 3 Web-S ite ©M.E.P.CAD,Inc. AutoSPRINK®12 v12.0.61.0 7/23/2018 10:40:58AM Page 2 ,....-7,4 ..„04%/e. 1- Hydraulic Graph i kir Report r 16 4 47 Water Supply at Node 20 100 iQ0]/0 Vail Fire&Emergency Services 07/30/18 89 78 67 56 Static Pressure 55.000 186.00 @ 54.000 •N Q 45 N fA N d 34 23 12 Iii System demand curve 1 36.28 @-1.642 -10 iiiini l I I I I i i i i I i i i i i i i i i l i i i i i I I i i i i i i i i i i i i i i I i i l i i I i I i I i i i i i i i i i i i i i i i i 040 80 120 160 200 240 280 320 360 400 Water flow,gpm Hydraulic Graph Water Supply at Node 20 Static:Pressure 55.000 Residual:Pressure 54.000 @ 186.00 Available Pressure at Time of Test 54.951 @ 36.28 system Damaee 0.000 @ 36.28 System Demand(Including Hose Allowance at Source) 0.000 @ 36.28 L©M.E.P.CAD,Inc. 11 AutoSPRINK®12 v12.0.61.0 7/23/2018 10:41:00AM Page 3 /"-S....74. Hydraulic Graph Report r trir Water Supply at Node 14 100 iQiD] Vail Fire&Emergency Services 07/30/18 89 78 67 56—Static Pressure 55.000 186.00 @ 54.000 •N Q 45 N N N d 34 23 12 :System demand curve 1 0.00@-1.594 -10 minium l 1111111 11 111111111 111111111 111111111 111111111 111111111 11111111 I I 11 I I I I I I 040 80 120 160 200 240 280 320 360 400 Water flow,gpm Hydraulic Graph Water Supply at Node 14 Static:Pressure 55.000 Residual:Pressure 54.000 @ 186.00 Available Pressure at Time of Test 54.000 @ 186.00 system Damaee 0.000 @ 0.00 System Demand(Including Hose Allowance at Source) 0.000 @ 0.00 �4 ©M.E.P.CAD,Inc. AutoSPRINK®12 v12.0.61.0 7/23/2018 10:41:00AM Page 4 #244114 OF,p4 Hydraulic Graph Report4 Pump at Node 26 O 150 JVIDJ105.1 Vail Fire&Emergency Services 07/30/18 135 120 Combined Static Pressures 1I 105 Pump and Supply 90 —I N Q E 75 N fA N d 60 Pump Churn Pressure 55.000 Supply — • 45 50.00 @ 40.000 1 36.28 @ 38.796 30 System demand curve 15 0 mu11111111 11 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111111 111111111 020 40 60 80 100 120 140 160 180 200 Water flow,gpm Hydraulic Graph Static i Churn Pressure Rated Pump Pressure Pump at Node 26 110.000 46.000 @ 40.00 Static:Pressure Churn Pressure 55.000 55.000 Residual:Pressure 54.000 @ 186.00 Available Pressure at Time of Test Available Pressure at Pump Discharge 54.951 @ 36.28 95.390 @ 26.28 system oemaae 38.796 @ 26.28 �4 ©M.E.P.CAD,Inc. i AutoSPRINK®12 v12.0.61.0 7/23/2018 10:41:00AM Page 5 #244114 OF gr. Hydraulic Graph Report r Pump at Node 236 O 100 iQiD] Vail Fire&Emergency Services 07/30/18 90 Pump Churn Pressure 88.060 80 70 60 •N Q 2 50 51.00 @ 47.000 a, 0 40 30 20 10 —System demand curve 0 -0.00@0.0001 11111111 iiiiiiiii 111111111 1 1 1 1 1 I I I 11111 I I I 010 20 30 40 50 60 70 80 90 100 Water flow,gpm Hydraulic Graph Static+Churn Pressure Rated Pump Pressure Pump at Node 236 88.060 65.000@ 40.00 Static:Pressure Churn Pressure 0.000 88.06 0 Residual:Pressure 0.000 @ 0.00 Available Pressure at Time of Test Available Pressure at Pump Discharge 0.000 @ 0.00 56.594 @ 0.00 system oemaae 0.000 @ 0.00 �4 ©M.E.P.CAD,Inc. i AutoSPRINK®12 v12.0.61.0 7/23/2018 10:41:00AM Page 6 AO OF,p4 +� Hydraulic Graph Report r trir 411111111111111101 en Pump at Node 23 oj 05, 150 iQiD7 Vail Fire&Emergency Services 07/30/18 135 120 Combined Static Pressures 1I 105 90 N Q E 75 N fA N d 60 dump and Supply Pump Churn Pressure 55.000 - • 45 50.00 @ 40.000 30 15 System demand curve 0 NIIILIII111 36.28 @ 0.0001 I I I I I I I I I I I I 111 A IIIIII I I I I I I I I I I I I 020 40 60 80 100 120 140 160 180 200 Water flow,gpm Hydraulic Graph Static i Churn Pressure Rated Pump Pressure Pump at Node 23 110.000 46.000@ 40.00 Static:Pressure Churn Pressure 55.000 55.000 Residual:Pressure 54.000 @ 186.00 Available Pressure at Time of Test Available Pressure at Pump Discharge 54.951 @ 36.28 56.594@ 0.00 system oemaae 0.000 @ 0.00 �4 ©M.E.P.CAD,Inc. i AutoSPRINK®12 v12.0.6 1.0 7/23/2018 10:41:00AM Page 7 ° OF I/4/ 1111Summary Of Outflowing Devices Report Actual Flow Minimum Flow K-Factor Pressure Densit Device (qpm) (qpm) (K) (psi) ..m.ft Nozzle 103 5.00 5.00 0 -6.275 0.020gpm 9 Nozzle 104 5.00 5.00 0 -6.969 0.020gpm/ft O 05143 b Sprinkler 201 13.00 13.00 4.9 7.039 0.136gpm/ft' kin Sprinkler 202 13.28 13.00 4.9 7.350 0.139gpm/f1' ail i.e8 'iii;,:,encyServices b Most Demanding Sprinkler Data 07/30/18 E,©M.E.P.CAD,Inc. In AutoSPRINK®12 v12.0.61.0 7/23/2018 10:41:03AM Page 8 .i Node Analysis ! f 5 - Report I t. Node Elevation(Foot) Fittings Pressure(psi) Discharge( st = 20 -6'-0 S -1.642 3 4 EV fil, 103 4'-6 Noz -6.275 . diP 104 4'-6 Noz -6.969 I 5.0i .� 12 •w 201 36'-10 Spr(-7.039) 7.039 13.00 202 36'-10 S pr(-7.350) 7.350 13.1Z8iI'ire&Emergency Services 9 37'-3 T(2'-0) 7.896 07131/18 10 7'-10Y% cplg(0'-6) 34.030 16 2'-0 T(5'-0) -5.166 18 2'-0 -6.480 19 -6'-0 T(10'-0) -1.670 21 2'-0 T(5'-0) -5.860 25 2'-8 sCV(5'-0) 38.487 26 2'-2 P2(-50.861) 38.796 27 2'-0 P1 -11.993 L©M.E.P.CAD,Inc. 15 AutoSPRINK®12 v12.0.61.0 7/23/2018 10:41:04AM Page 9 AO OF gr. iii Hydraulic Analysis .5.0"tee. Report r trir III Pipe Type Diameter Flow Velocity HWC Friction Loss Lengt 47 Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.L= IV Upstream Total OF Route 1 BL 1.0490 5.00 1.86 120 0.010013 J-No310 104 4'-6 5.00 -6.969 Nozzle 21 2'-0 -5.860 Vail 2i28Rmergency Services BL 2.0030 31.28 3.19 150 0.008444 041PM Pf 0.722 21 2'-0 26.28 -5.860 Flow(q)from Route 3 43'-0 Pe 3.468 19 -6-0 -1.670 3E(11'-0),T(10'-0) 85'-5'APv BL 2.0030 36.28 3.69 150 0.011109 I 2'-6 Pf 0.028 19 -6-0 5.00+5.00 -1.670 Flow(q)from Route 2,Flow(q) Pe 20 -6-0 -1.642 from Route 2 and 2 2'-6 Pv Water Supply 0.00 Hose Allowance At Source 20 36.28 - Route 2 BL 1.0490 5.00 1.86 120 0.010013 2'-6 Pf 0.025 103 4'-6 5.00 -6.275 Nozzle Pe 1.084 16 2'-0 -5.166 2'-6 Pv BL 2.0030 5.00 0.51 150 0.000284 65'-0%Pf 0.028 16 2'-0 -5.166 32'-0 Pe 3.468 19 -6-0 -1.670 2E(11'-0),T(10'-0) 97-0% Pv OF Route 3 DR 1.05 5 0 13.00 4.77 15 0 0.037751 21'-6 Pf 1.038 201 36-10 13.00 4.9 7.039 Sprinkler, 6-0 Pe -0.181 9 37-3 7.896 3E(2'-0) 27-6 Pv BL 1.0550 26.28 9.65 150 0.138857 69'-11% Pf 13.397 9 37-3 13.28 7.896 Flow(q)from Route 4 26-6 Pe 12.737 10 7-10% 34.030 9T(2'-0),4E(2'-0),cplg(0'-6) 96-5%Pv BL 1.0490 26.28 9.76 120 0.215732 5'-2'/s Pf 2.201 10 7-10'% 34.030 5'-0 Pe 2.256 25 2'-8 38.487 sCV(5'-0) 10'-2'% Pv FM 0.995 0 26.28 10.85 15 0 0.184676 0'-6 Pf 0.092 25 2'-8 38.487 Pe 0.217 26 2'-2 38.796 0'-6 Pv Pump Velocity 26 26.28 38.796 Rating:46.000 @ 40.00 27 Q=26.28 9.76 -11.993 Churn Pressure:55.000 BL 1.0490 26.28 9.76 120 0.215 732 2'-4'% Pf 5.512 27 2'-0 -11.993 Pe 18 2'-0 -6.480 BFP(-5.000) 2'-4'% Pv BL 1.1010 26.28 8.86 150 0.112799 0'-6 Pf 0.620 18 2'-0 -6.480 5'-0 Pe 21 2'-0 -5.860 T(5'-0) 5'-6 Pv OF Route 4 DR 1.0550 13.28 4.88 150 0.039292 12'-6 Pf 0.727 202 36-10 13.28 4.9 7.350 Sprinkler, 6'-0 Pe -0.181 9 37'-3 7.896 2E(2'-0),T(2'-0) 18'-6 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) il C Value Multiplier ( Actual Inside Diameter 4.87 Value Of C i 100 130 140 15 0 Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 ©M.E.P.CAD,Inc. ,111 AutoSPRINK®12 v12.0.61.0 7/23/2018 10:41:06AM Page 10 AO OF gr. tla Hydraulic Analysis Report r4 Pipe Type Diameter Flow Velocity HWC Friction Loss Lengt Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.L- Upstream Total L diP Pipe Type Legend Units Legend Fittings % AO Arm-Over Diameter Inch ALV Alarm Valve 11r1 BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing Vail r 07/30/Fi18e&Emergency ervices 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 Eel 11W Elbow Ee2 22W Elbow 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 GIoV 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. ,111 AutoSPRINK®12 v12.0.61.0 7/23/2018 10:41:06AM Page 11 1414 OF"' +/ Hydraulic Overview Report De Job dt - ill Jab Number Desig nEng inset S 41 ERIN CLAYTON EV Job Name: Phone FAX 45.12-k tk 1709 GENEVADUPLEX 303-551-5308 Address 1 State Certification/License Number lb 1709 GENEVA DRIVE Address AHJ Vail Fire&Emergency S- ices VAIL,COLORADO 07/30/18 Address 3 Job Site/Building System Density Area of Application NA NA Most Demanding Sprinkler Data Hose Streams 0 K-Factor 5.00 at Low!0.000 0.00 Coverag ePer Sprinkler Number Of Sprinklers Calculated NA 2 System Pressure Demand System Flow Demand 4.608 10.00 Total Demand Pressure Result 10.00 @ 4.608 +50.392(91.6%) Supplies =111 Check Point Gauges Node Name Flow(opm) Hose Flow(ppm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(opm) 20 Water Supply 186.00 55.000 54.000 14 Water Supply 186.00 55.000 54.000 26 40.00 Pump 55.000 46.000 236 40.00 Pump 0.000 65.000 23 40.00 Pump 55.000 46.000 Pumps:Static=Churn(Pressure @ Zero Flow) 1709 Geneva Duplex Water Supply at Node 20(186.00, 0.00,55.000,54.000) rr __.7 100 I- r- I=11 • 90 •rIs.fl'-1 . 80 r 70 • - h-' I_1a Fc e�. N Static Pressure 55.000 2 50 1 I 186.00 @ 54.000 D W W cs a 40 ,PE:.E_ I i . 30 aIn.-._ 20 10 • - System demand curve I.. 0 �IIIIIIII IIIIIIIIhlllllllllllll 1111111 l l l l l l l l l l I I I l l l 111111111 l l l l I I I I I, l l l l I I I I I . ' 240 320 400 �00 160 120 200 280 360 •1¢�J• Water flow,gpm L©M.E.P.CAD,Inc. in AutoSPRINK®12 v12.0.61.0 7/23/2018 10:41:09AM Page 1 Hydraulic SummaryI `41A01111 ' t + Re ort Detrir 4 Job CPI Job Number Desig nEng sneer 41 ERIN CLAYTON e V Job Name: State Certification/License Number Nal 1709 GENEVA DUPLEX Address AHJ i0] 1709 GENEVA DRIVE ices Address 2 Job Site/Building VAIL,COLORADO 07130118 Address 3 Drawing Name 1709 Geneva Duplex System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 0 K-Factor 5.00 at Low!0.000 NA Manually Flowing Hose Allowance At Source Density Area of Application 0.00 NA NA Additional Hose Supplies Number Of Sprinklers Calculated Coverag Wer Sprinkler Node Flow(g pm) 2 NA AutoPeak Results:Pressure For Remote Area(s)Adjacent To Most Remote Area Total Hose Streams 0.00 System Flow Demand Total Water Required(Including Hose Allowance) 10.00 10.00 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 1.86 between nodes 21 and 104 Maximum Velocity Under Ground Volume capacity of Wet Pipes Volume capacity of Dry Pipes 84.44g al Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (g pm) (psi) (psi) N (g pm) (psi) @ (g pm) (psi) (psi) 20 Water Supply 55.000 54.000 186.00 54.996 10.00 4.604 50.392 14 Water Supply 55.000 54.000 186.00 55.000 0.00 0.000 55.000 26 Pump 55.000 46.000 40.00 55.000 0.00 0.000 55.000 236 Pump 0.000 65.000 _ 40.00 0.000 0.00 0.000 0.000 _ 23 Pump 55.000 46.000 40.00 55.000 0.00 0.000 55.000 Pumps:Static=Churn(Pressure @ Zero Flow) Contractors 111. Contractor Number Contact Name Contact Title 25 Name of Contractor. Phone Extension EXCEL FIRE PROTECTION Address 1 FAX 2264 G ROAD Address 2 E-mail GRAND JUNCTION,COLORADO 81505 Address 3 Web-Site L� ©M.E.P.CAD,Inc. i AutoSPRINK®12 v12.0.61.0 7/23/2018 10:41:11AM Paget Hydraulic Graph Report De• kir Water Supply at Node 20 C 100 iQiD] Vail Fire&Emergency Services 07/30/18 90 80 70 60 Static Pressure 55.00186.00 @ 54.000 Q ` 50 N 0) 0 40 30 20 10 10.00 9 4.604 -System demand curve 0 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 040 80 120 160 200 240 280 320 360 400 Water flow,gpm Hydraulic Graph Water Supply at Node 20 Static:Pressure 55.000 Residual:Pressure 54.000 @ 18 6.00 Available Pressure at Time of Test 54.996 @ 10.00 system Demaae 4.604 @ 10.00 System Demand(Including Hose Allowance at Source) 4.604 @ 10.00 �4 ©M.E.P.CAD,Inc. AutoSPRINK®12 v12.0.61.0 7/23/2018 10:41:13AM Page 3 Itti OF go Hydraulic Graph Report De• i1 4 Water Supply at Node 14 41701 100 Vail Fire&Emergency Services 07/30/18 90 80 70 60 Static c P 55.000186.00 @ 54.000 N 50 N 0) N 0 40 30 20- 10 — 0.00 @ 4.608 —System demand curve 0 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 040 80 120 160 200 240 280 320 360 400 Water flow,gpm Hydraulic Graph Water Supply at Node 14 Static Pressure 55.000 Residual Pressure 54.000 @ 18 6.00 Available Pressure at Time of Test 54.000 @ 18 6.00 Sysrem Demand 4.608 @ 0.00 System Demand Mdudirg Hose Allowance al Source) 4.608 @ 0.00 ,ik,©M.E.P.CAD,Inc. Ng AutoSPRINK®12 v12.0.61.0 7/23/2018 10:41:13AM Page 4 +- Hydraulic Graph ` Report De• t 4 Pump at Node 26 iriO 150 iQ07 Vail Fire&Emergency Services 07/30/18 135 120 Combined Static Pressures 105 �I 90—lump and Supply N Q E 75 N fA N d 60 Pump Churn Pressure 55.000 Supply — • 45 50.00 @ 40.000 10.00 @ 38.796 30 System demand curve 15 0 L'IlLlII I I I I I I 1111111 1 I 111111111 III I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 020 40 60 80 100 120 140 160 180 200 Water flow,gpm Hydraulic Graph Static t Churn Pressure Rated Pump Pressure Pump at Node 26 110.000 46.000 @ 40.00 Static:Pressure Churn Pressure 55.000 55.000 Residual:Pressure 54.000 @ 186.00 Available Pressure at Time of Test Available Pressure at Pump Discharge 54.996 @ 10.00 89.188@ 0.00 system oemeae 38.796 @ 0.00 �4 ©M.E.P.CAD,Inc. AutoSPRINK®12 v12.0.61.0 7/23/2018 10:41:13AM Page 5 AO OF pi- Hydraulic Graph Report De• t 111. ire Pump at Node 236 O 100 iQiD] Vail Fire&Emergency Services 07/30/18 90 Pump Churn Pressure 88.060 80 70 60 a Q 2 50 51.00 @ 47.000 0 40 30 20 - 10 — 0 System demand curves i i l l l l l l l l l 111111111 , 1 1 1 1 1 1 I I I 1 1 1 1 1 ' 1 1 010 20 30 40 50 60 70 80 90 100 Water flow,gpm Hydraulic Graph Static+Churn Pressure Rated Pump Pressure Pump at Node 236 88.060 65.000 @ 40.00 Static:Pressure Churn Pressure 0.000 8 8.060 Residual:Pressure 0.000 @ 0.00 Available Pressure at Time of Test Available Pressure at Pump Discharge 0.000 @ 0.00 50.392 @ 0.00 system oemeae 0.000 @ 0.00 �4 ©M.E.P.CAD,Inc. AutoSPRINK®12 v12.0.61.0 7/23/2018 10:41:13AM Page 6 +- Hydraulic Graph ` Report De• t ire Pump at Node 23 O 150 iQiD7 Vail Fire&Emergency Services 07/30/18 135 120 Combined Static Pressures 1I 105 90 N Q E 75 N fA N d 60 Pump Churn Pressure 55.000 l i — • lump and Supply 45 50.00 @ 40.000 30 15 0 System demand curves i i 111111111 i i i i i 1 1 1 1 1 1 1 1 I I I I I I I I I 020 40 60 80 100 120 140 160 180 200 Water flow,gpm Hydraulic Graph Static t Churn Pressure Rated Pump Pressure Pump at Node 23 110.000 46.000 @ 40.00 Static:Pressure Churn Pressure 55.000 55.000 Residual:Pressure 54.000 @ 186.00 Available Pressure at Time of Test Available Pressure at Pump Discharge 54.996 @ 10.00 50.392 @ 0.00 system oemeae 0.000 @ 0.00 �4 ©M.E.P.CAD,Inc. AutoSPRINK®12 v12.0.61.0 7/23/2018 10:41:13AM Page 7 ° "I/4 1111Summary Of Outflowing Devices IReport De Actual Flow Minimum Flow K-Factor Pressure Densit e - Device (gpm) (gpm) (K) (psi) (gpmpft RrF Nozzle 103 5.00 5.00 0 -0.003 0.050gpm 4 41 E> Nozzle 104 _ 5.00 5.00 0 0.000 0.050gpm/f 0J q0 '55 Vj E> Most Demanding Sprinkler Data Vail Fire&Emergency Services 07/30/18 E,©M.E.P.CAD,Inc. in AutoSPRINK®12 v12.0.61.0 7/23/2018 10:41:15AM Page 8 .s..01,0 OF1 / .i Node Anal sis f 5 - Report De• Z 4 Node Elevation(Foot) Fittings Pressure(psi) Discharge( 4 = 20 -6'-0 S 4.604 1 14 103 4'-6 Noz -0.003 tEVk 16 2'-0 T(5'-0) 1.106 n ler 19 -6'-0 T(10'-0) 4.601 21 2'-0 T(5'-0) 1.109 Vail ire&EmergencyServices 07/3)/18 Z©M.E.P.CAD,Inc. mAutoSPRINK®12 v12.0.61.0 7/23/2018 10:41:17AM Page 9 AO OF gr. :OA.* iii Hydraulic Analysis Report De• t 111. Pipe Type Diameter Flow Velocity HWC Friction Loss Lengt 47 Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.L- IV Upstream Total OF Route 1 BL 1.0490 5.00 1.86 120 0.010013 ' -No310 103 4'-6 5.00 -0.003 Nozzle 16 2'-0 1.106 Vail?ihA e>Fmergency Services BL 2.0030 5.00 0.51 150 0.000284 Ogg0 i1A Pf 0.028 16 2'-0 1.106 32'-0 Pe 3.468 19 -6-0 4.601 2E(11'-0),T(10'-0) 97'-01/4 Pv BL 2.0030 10.00 1.02 150 0.001024 2'-6 Pf 0.003 19 -6-0 5.00+5.00 4.601 Flow(q)from Route 2 and 2 Pe 20 -6-0 4.604 Water Supply 2'-6 Pv 0.00 Hose Allowance At Source 20 10.00 Route 2 BL 1.0490 5.00 1.86 120 0.010013 2'-6 Pf 0.025 104 4'-6 5.00 0.000 Nozzle Pe 1.084 21 2'-0 1.109 2'-6 Pv BL 2.0030 5.00 0.51 150 0.000284 42'-5% Pf 0.024 21 2'-0 26.28 1.109 Flow(q)from Route 3 43'-0 Pe 3.468 19 -6-0 4.601 3E(11'-0),T(10'-0) 85'-5%Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) JIli C Value MultiplierII 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 ©M.E.P.CAD,Inc. NO AutoSPRINK®12 v12.0.61.0 7/23/2018 10:41:18AM Page 10 AO OF gr. Hydraulic Analysis Report De• t Pipe Type Diameter Flow Velocity HWC Friction Loss Lengt Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.L= Upstream Total rie Pipe Type • Units LegenddiP Fittings 0 AO Arm-Over Diameter Inch ALV Alarm Valve �O BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing Vail Fire&Emergency ervices 07/30/18 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 Eel 11''h° Elbow Ee2 22W Elbow 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 GIoV 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 9 0° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD,Inc. 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