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HomeMy WebLinkAboutF18-0012_303GoreCreekRd-U10-Calcs_1523462026.pdf ill Hydraulic Summary 1 Job NID F Report Description: UPPER LEVEL-FAMIL ME .111._ Li ilip.' ryi Job N umber Design Engineer } +\ CH0290-2 Steve Allen _ Ir Job N ame: State Certification/License N umber 303 Gore Creek Dr-#10-Galvin 032 + Address 1 AHJ 303 Gore Creek Dr-Unit 10 Vail Fire and Emergency Services ."41120)11# Address 2 Job Site/Building Vail,CO 81611 303 Gore Creek Dr-Unit 10 Vail Fire&Emergency Services Address 3 Drawing N ame 04/11/18 303GoreCreekRd-U 10-Design System Remote Area(s) .111 Most Demanding Sprinkler Data Occupancy Job Suffix 4.9 K-Factor 25.60 at 27.295 Residential Manually Flowing Hose Allowance At Source Density Area of Application 0.00 0.100gpm/ft2 1024.00ft2 Additional Hose Supplies N umberOf Sprinklers Calculated Coverage Per Sprinkler Node Flow(cm) 4 256.00ft2 AutoPeak Results:Pressure For Remote Area(s)Adjacent To Most Remote Area Thomas M. Coakley, CET Western States Fire Protection Co. NICET Level III Registration#107852 Sprinkler System Layout Total Hose Streams 0.00 System Flow Demand Total Water Required(Including Hose Allowance) Signa - 107.29 107.29 b' Maximum Pressure Unbalance In Loops 0.000 / Maximum mum V Velocity Above Grountl 24.49 between nodes 14 and 15 Maximum Velocity Under Ground 10.26 between nodes 1 and 2 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 46.87ga1 Supplies Mmir .11 Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) °� (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 135.000 59.000 1435.00 134.373 107.29 123.014 11.359 Contractor .11 Contractor N umber Contact N ame Contact Title 032 Steve Allen PM N ameof Contractor: Phone Extension Western States Fire Protection 720-219-0574 Address 1 FAX 274 Center Drive Address 2 E-mail Glenwood Springs,CO.81601 Steve.Allen@wsfp.us Address 3 Web-Site &©M.E.P.CAD,Inc. aAutoSPRINK®VR11v11.0.40.0 3/19/2018 6:06:09AM Page 1 eog i- Hydraulic Analysis Job N F 4/ i.4J9�1 Report Description: UPPER LEVEL-FA MI S'APPIIIIIIbf. Pipe Type Diameter Flow Velocity HWC Friction Loss Length 4 .0 Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Len. 1,-,, -4 Upstream Total Le ' 497rRoute 1 9- DR 0.8110 25.60 15.90 150 0.476082 8'- dir •b b 101 33'-8 25.60 4.9 27.295 Sprinkler, 3 .?3 - ##' 16 34'-2 32.724 E(1'-0),T(2'-0) 11'-10'/4 BL 1.0550 52.55 19.29 150 0.500238 6' h/ Pf • 16 34'-2 26.95 32.724 Flow(q)from Route 3a{�Fge@& mergence Services 15 34'-2 38.485 2E(1'-0),T(3'-0) 11'-64'l% ie BL 1.0550 66.73 24.49 150 0.778235 2'-2 Pf 2.464 15 34'-2 14.18 38.485 Flow(q)from Route 2 1'-0 Pe 14 34'-2 40.950 EE(1'-0) 3'-2 Pv FR 1.0550 66.73 24.49 150 0.778235 13'-0 Pf 10.895 14 34'-2 40.950 1'-0 Pe 5.636 13 21'-2 57.481 EE(1'-0) 14'-0 Pv BL 1.0550 66.73 24.49 150 0.778235 2'-4'/z Pf 4.176 13 21'-2 57.481 3'-0 Pe 0.000 12 21'-2 61.657 T(3'-0) 5'-4'/2 Pv BL 1.0550 55.15 20.24 150 0.547028 22'-10 Pf 14.126 12 21'-2 61.657 3'-0 Pe 11 21'-2 75.783 T(3'-0) 25-10 Pv FR 1.2910 55.15 13.52 150 0.204662 11'-4 Pf 2.524 11 21'-2 75.783 1'-0 Pe 4.913 10 9'-10 83.221 EE(1'-0) 12'-4 Pv CM 1.2910 55.15 13.52 150 0.204662 10'-3 Pf 2.096 10 9'-10 83.221 Pe -0.000 9 9'-10 85.317 10'-3 Pv BL 1.5270 83.03 14.55 150 0.192582 1'-4 Pf 1.220 9 9'-10 27.87 85.317 Flow(q)from Route 5 5'-0 Pe 8 9'-10 86.537 T(5'-0) 6'-4 Pv BL 1.5270 107.29 18.80 150 0.309458 1'-7% Pf 2.677 8 9'-10 24.26 86.537 Flow(q)from Route 6 7-0 Pe 7 9'-10 89.213 E(2'-0),T(5'-0) 8'-7% Pv FR 1.5270 107.29 18.80 150 0.309458 6'-3 Pf 20.934 7 9'-10 89.213 Pe 2.710 6 3'-7 112.857 BFP(-8.000),PRV(-11.000) 6'-3 Pv FR 2.0090 107.29 10.86 150 0.081355 4'-7 Pf 0.861 6 3'-7 112.857 6'-0 Pe 1.987 5 -1'-0 115.705 BV,3E(2'-0) 10'-7 Pv FM 2.0090 107.29 10.86 150 0.081355 13'-3% Pf 1.242 5 -1'-0 115.705 2'-0 Pe 4 -1'-0 116.947 E(2'-0) 15'-3% Pv FR 2.0090 107.29 10.86 150 0.081355 10'-2 Pf 0.827 4 -1'-0 116.947 Pe 4.408 3 -11'-2 122.182 10'-2 Pv FM 2.0090 107.29 10.86 150 0.081355 7'-8 Pf 0.786 3 -11'-2 122.182 2'-0 Pe 0.650 2 -12'-8 123.618 E(2'-0) 9'-8 Pv UG 2.0670 107.29 10.26 150 0.070826 67'-0 Pf 4.887 2 -12'-8 123.618 2'-0 Pe -5.491 1 0,-0 123.014 EE(2'-0),S 69'-0 Pv 0.00 Hose A I IowanceA t Source 1 107.29 Route 2 DR 0.8110 25.86 16.06 150 0.484944 15'-31/2 Pf 8.389 102 33'-8 25.86 4.9 27.845 Sprinkler, 2'-0 Pe -0.217 18 34'-2 36.018 2E(1'-0) 17-3% Pv BL 1.0550 54.74 20.09 150 0.539504 1'-1 Pf 2.203 18 34'-2 28.88 36.018 Flow(q)from Route4 3'-0 Pe 17 34'-2 38.220 T(3'-0) 4'-1 Pv BL 1.0550 14.18 5.20 150 0.044332 2'-11% Pf 0.265 17 34'-2 38.220 3'-0 Pe 15 34'-2 38.485 T(3'-0) 5'-11% Pv - Route 3 DR 0.8110 26.95 16.74 150 0.523535 2'-1% Pf 2.692 103 33'-8 26.95 4.9 30.248 Sprinkler, 3'-0 Pe -0.217 16 34'-2 32.724 E(1'-0),T(2'-0) 5-1% Pv - Route 4 DR 0.8110 28.88 17.94 150 0.595171 0'-6 Pf 1.488 104 33'-8 28.88 4.9 34.746 Sprinkler, 2'-0 Pe -0.217 18 34'-2 36.018 T(2'-0) 2'-6 Pv Route 5 LM,©M.E.P.CAD,Inc. in AutoSPRINK®VR11 v11.0.40.0 3/19/2018 6:05:15AM Page 4 �� Hydraulic Analysis Job N .4.7" F Ali W1 Report Description: UPPER LEVEL-FA MI Pipe Type Diameter Flow Velocity HWC Friction Loss Length 4i Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Len. I-- mg Upstream Total Le 497 FR 1.0550 52.14 19.14 150 0.493018i 20 21'-2 52.14 65.920 Flow(q)from Route 7 I' 'b 19 9' 10 76.421 11' 117101]."5.1 ] # BL 1.0550 27.87 10.23 150 0.154795 51'-5'/2 -- 19 9'-10 76.421 6'-0 Pe -i...+ i 9 9'-10 85.317 2T(3'-0) 57' � „&Emergency Services - Route 6 FR 1.0550 24.26 8.91 150 0.119755 10'-8 Pf 1.637 19 9'-10 76.421 T(3'-0) 3'-0 Pe 4.624 22 -0'-10 82.682 13'-8 Pv BL 1.0550 24.26 8.91 150 0.119755 50'-11/2 Pf 7.201 22 -0'-10 82.682 10'-0 Pe 0.000 21 -0'-10 89.884 3T(3'-0),E(1'-0) 60'-1'/2 Pv FR 1.0550 24.26 8.91 150 0.119755 10'-8 Pf 1.277 21 -0'-10 89.884 Pe -4.624 8 9'-10 86.537 10'-8 Pv Route 7 FR 1.0550 40.56 14.89 150 0.309826 13'-0 Pf 4.338 67 34'-2 40.56 51.295 Flow(q)from Route 8 1'-0 Pe 5.636 24 21'-2 61.268 E(1'-0) 14'-0 Pv BL 1.0550 40.56 14.89 150 0.309826 1'-10 Pf 1.501 24 21'-2 61.268 3'-0 Pe 0.000 23 21'-2 62.769 T(3'-0) 4'-10 Pv BL 1.0550 52.14 19.14 150 0.493018 5'-4% Pf 3.151 23 21'-2 11.58 62.769 Flow(q)from Route 9 1'-0 Pe 20 21'-2 65.920 EE(1'-0) 6'-4% Pv - Route 8 BL 1.0550 40.56 14.89 150 0.309826 34'-21/2 Pf 13.075 17 34'-2 38.220 8'-0 Pe 67 34'-2 51.295 2E(1'-0),2T(3'-0) 42'-2'/2 Pv Route 9 BL 1.0550 11.58 4.25 150 0.030466 33'-6 Pf 1.112 12 21'-2 61.657 3'-0 Pe 23 21'-2 62.769 T(3'-0) 36-6 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) 1 ( Actuallnside Diameter 1457 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter 1 =Factor Multiplying Factor 0.713 1.16 1.33 1.51 LM,©M.E.P.CA D,Inc. i;il AutoSPRINK®VR 11 v11.0.40.0 3/19/2018 6:05:15A M Page 5 i� Hydraulic Analysis Job NF g' Report Description: UPPER LEVEL-FA MI • Pipe Type Diameter Flow Velocity HWC Friction Loss Length Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Len Upstream Total Le 497 Pipe Type Legend Units Legend Fittings L 4 AO Arm-Over Diameter Inch ALV AlarmValve BL Branch Line Elevation Foot AngV Angle Valve -31110110 CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve Vail Fire&Emerges Services DR Drop Velocity fps BFP Backflow PreB@41f 8 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 Pe Pressure due to elevation difference between indicated points E 90°Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45°Elbow Eel 111/4° Elbow Ee2 221/2°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 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 LM ©M.E.P.CA D,Inc. Ain AutoSPRINK®VR11 v11.0.40.0 3/19/2018 6:05:15A M Page 6 id Summary Of Outflowing Devices I Job NOF_ammo:1/2 Report Description: UPPER LEVEL-FAMIL Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) Z 4 Z Sprinkler 101 25.60 25.60 _ 4.9 27.295 V Sprinkler 102 25.86 25.60 _ 4.9 27.845 4' 6+.i Sprinkler 103 26.95 25.60 4.9 30.248 4 O "51 Sprinkler 104 28.88 25.60 4.9 34.746 1QO ' Most Demanding Sprinkler Data Vail Fire&Emergent Services 04/11/18 LM,©M.E.P.CAD,Inc. IN AutoSPRINK®VR11 v11.0.40.0 3/19/2018 6:05:32AM Page 3 Hydraulic Graph Job N ALIO° °F 1 /, Report Description: UPPER LEVEL-FAMIL it* l ei Water Supply at Node 1 150 011 41/410) Vail Fire&Emergenc Services 04/11/18 135 Static Pressure 135.000 107.29 @ 123.014 120 105 90 •( ,Z 2 75 to System demand curve a 60 1435.00 @ 59.000 45 30 15 J 0 t.111111111 111111111 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 I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 l 300 600 900 1200 1500 1800 2100 2400 2700 3000 Water flow,gpm Hydraulic Graph Water Supply at N ode 1 Static.Pressure 135.000 Residual Pressure 59.000 @ 1435.00 Available Pressure at Time of Test 134.373 @ 107.29 System Demand 123.014 @ 107.29 System Demand(Including Hose Allowance at Source) 123.014 @ 107.29 LM ©M.E.P.CAD,Inc. AutoSPRINK®VR11 v11.0.40.0 3/19/2018 6:05:51AM Page 2