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HomeMy WebLinkAboutFile Documents.200 S Aspen St.0007.2017 (39).ACBKHydraulic Calculations Location: 200 South Aspen Street, Aspen, CO 81611, Project Name: Hotel Lenado Drawing Name: Lenado Calculation.cad Calculation Date: 11/15/2016 for Design Remote Area Location: Ordinary Group I Commodity Classification: Area of Application: 1500.00ft² (Actual 1292.98ft²) Coverage per Sprinkler: 130.00ft² Type of sprinklers calculated: 11 Garage Automobile Parking Remote Area 1Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density:0.150gpm/ft² Pendent Volume of Dry or PreAction System: In-rack Demand: Hose Streams: Type of System: at Node:Type:Allowance at Source Wet N/Aat Node:N/A gpm 1250.00 N/A (including Hose Streams where applicable):Total Water Required 86.085@488.08From Water Supply at Node 1: Water Supply Information: Source:Aspen Fire Department Location: 9/28/16Date:for Node:1 Name of Contractor:Flameout Fire Protection, Inc. Aspen Fire DepartmentAuthority Having Jurisdiction: Address: Phone Number:Name of designer: P.O. Box 56, Snowmass, CO 81654 970-927-4933 Eric Slater N/A N/A Right:Left:Automatic peaking results Notes: 11/15/2016© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.39.0 1:32:57PMRemote Area 1Received 2/8/17 Hydraulic Graph Water Supply Node: 1 Job Name: Hotel Lenado Remote Area Number: Remote Area 1 Date: 11/15/2016 Summary Sheet N 1.85 © M.E.P.CAD, Inc.11/15/2016 Page 2AutoSPRINK® VR11 v11.0.39.0 1:33:03PMReceived 2/8/17 Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Ordinary Group I Job Number: 16-093 Sprinkler 860 25.92 19.50 5.6 21.424 Sprinkler 869 20.33 19.50 5.6 13.176 Sprinkler 870 20.47 19.50 5.6 13.360 Sprinkler 871 20.97 19.50 5.6 14.026 Sprinkler 872 22.02 19.50 5.6 15.463 Sprinkler 875 24.31 19.50 5.6 18.841 Sprinkler 893 23.91 19.50 5.6 18.235 Sprinkler 894 19.65 19.50 5.6 12.307 Sprinkler 895 19.50 19.50 5.6 12.125 Sprinkler 896 19.99 19.50 5.6 12.746 Sprinkler 897 21.01 19.50 5.6 14.077 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.11/15/2016 Page 3AutoSPRINK® VR11 v11.0.39.0 1:33:05PMReceived 2/8/17 Job Name: Hotel Lenado Remote Area Number: Remote Area 1 Date: 11/15/2016 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 102.0001 86.085488.081404.00 109.726111.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 1'-6 238.0886.085Supply1 8'-7½25.9221.424Sprinkler860 8'-7½20.3313.176Sprinkler869 8'-7½20.4713.360Sprinkler870 8'-7½20.9714.026Sprinkler871 8'-7½22.0215.463Sprinkler872 0'-0 24.3118.841Sprinkler875 0'-0 23.9118.235Sprinkler893 8'-7½19.6512.307Sprinkler894 9'-9 19.5012.125Sprinkler895 9'-9 19.9912.746Sprinkler896 9'-9 21.0114.077Sprinkler897 1'-6 85.9742 10'-5 30.82281 10'-6 71.19391 1'-6 85.834104 10'-1 27.407281 22'-2 47.275300 10'-1 24.435350 © M.E.P.CAD, Inc.11/15/2016 Page 4AutoSPRINK® VR11 v11.0.39.0 1:33:08PMReceived 2/8/17 Job Name: Hotel Lenado Remote Area Number: Remote Area 1 Date: 11/15/2016 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 10'-10 23.075533 10'-1 13.594583 10'-1 13.792584 10'-1 14.508585 10'-1 16.050586 10'-1 18.249588 10'-1 17.812604 10'-1 12.717642 10'-1 12.903643 10'-1 13.566644 10'-1 14.990645 10'-1 17.109647 10'-1 17.106649 © M.E.P.CAD, Inc.11/15/2016 Page 5AutoSPRINK® VR11 v11.0.39.0 1:33:08PMReceived 2/8/17 Date: 11/15/2016 Job Name: Hotel Lenado Remote Area Number: Remote Area 1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7'-0 10'-1 8'-7 -0.135 0.913 9'-9 1'-7895 643 1 • • • • • Route 1 • • • • •(See Notes) 1.0830 12.12519.50 0.106311 Sprinkler, 19.50 5.6 E(2'-0), PO(5'-0) 120 10'-1 9'-3 0.663 10'-1 9'-3643 644 1¼ 1.5300 12.90319.65 0.071726 Flow (q) from Route 2 39.15 120 10'-1 9'-3 1.423 10'-1 9'-3644 645 1¼ 1.5300 13.56619.99 0.153874 Flow (q) from Route 3 59.14 120 6'-0 10'-1 7'-10 2.119 10'-1 1'-10645 647 1¼(See Notes) 1.5300 14.99021.01 0.270035 Flow (q) from Route 7 80.15 PO(6'-0) 120 10'-1 9'-5½0.703 10'-1 9'-5½647 604 2 2.2030 17.10923.91 0.074160 Flow (q) from Route 9 104.06 120 10'-1 4'-0 0.437 10'-1 4'-0604 588 2 2.2030 17.81224.31 0.109353 Flow (q) from Route 10 128.37 120 7'-0 10'-1 22'-4 6.186 10'-1 15'-4588 350 2 (See Notes) 2.2030 18.24983.79 0.277013 Flow (q) from Route 4 212.16 2fE(3'-6) 120 40'-0 22'-2 81'-11 -5.238 28.079 10'-1 41'-11350 300 2 (See Notes) 2.2030 24.43525.92 0.342854 Flow (q) from Route 11 238.08 2fT(8'-6), 2fE(3'-6), f(-0.000), BV(6'-0), PO(10'-0) 120 34'-5 10'-6 149'-6 5.058 18.860 22'-2 115'-1300 91 2½(See Notes) 2.7050 47.275 0.126164238.08 8fE(4'-3½) 120 15'-2½ 1'-6 25'-2½ 3.902 10.739 10'-6 10'-091 104 2½(See Notes) 2.6350 71.193 0.143347238.08 2f(-0.000), fE(5'-10½), BFP(-7.127), fE(9'-4) 120 1'-6 10'-1½0.140 1'-6 10'-1½104 2 4 4.2600 85.834 0.013815238.08 120 © M.E.P.CAD, Inc.11/15/2016 Page 6AutoSPRINK® VR11 v11.0.39.0 1:33:11PMRemote Area 1Received 2/8/17 Date: 11/15/2016 Job Name: Hotel Lenado Remote Area Number: Remote Area 1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 1'-6 10'-1½0.110 1'-6 10'-1½2 1 4 (See Notes) 4.2200 85.974 0.010876238.08 Water Supply 140 1 250.00 Hose Allowance At Source 488.08 Route 1Total(Pt) 86.085 7'-0 10'-1 9'-9 -0.641 1.051 8'-7½2'-9894 642 1 • • • • • Route 2 • • • • •(See Notes) 1.0830 12.30719.65 0.107786 Sprinkler, 19.65 5.6 E(2'-0), PO(5'-0) 120 10'-1 9'-3 0.185 10'-1 9'-3642 643 1¼ 1.5300 12.717 0.02003319.65 120 12.903 Total(Pt)Route 2 7'-0 10'-1 8'-7 -0.135 0.956 9'-9 1'-7896 644 1 • • • • • Route 3 • • • • •(See Notes) 1.0830 12.74619.99 0.111332 Sprinkler, 19.99 5.6 E(2'-0), PO(5'-0) 120 13.566 Total(Pt)Route 3 7'-0 10'-1 9'-2½ -0.641 1.060 8'-7½2'-2½869 583 1 • • • • • Route 4 • • • • •(See Notes) 1.0830 13.17620.33 0.114804 Sprinkler, 20.33 5.6 E(2'-0), PO(5'-0) 120 10'-1 9'-3 0.197 10'-1 9'-3583 584 1¼ 1.5300 13.594 0.02133820.33 120 10'-1 9'-3 0.716 10'-1 9'-3584 585 1¼ 1.5300 13.79220.47 0.077418 Flow (q) from Route 5 40.80 120 10'-1 9'-3 1.543 10'-1 9'-3585 586 1¼ 1.5300 14.50820.97 0.166774 Flow (q) from Route 6 61.77 120 6'-0 10'-1 7'-6 2.199 10'-1 1'-6586 588 1¼(See Notes) 1.5300 16.05022.02 0.293162 Flow (q) from Route 8 83.79 PO(6'-0) 120 18.249 Total(Pt)Route 4 © M.E.P.CAD, Inc.11/15/2016 Page 7AutoSPRINK® VR11 v11.0.39.0 1:33:11PMRemote Area 1Received 2/8/17 Date: 11/15/2016 Job Name: Hotel Lenado Remote Area Number: Remote Area 1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7'-0 10'-1 9'-2½ -0.641 1.073 8'-7½2'-2½870 584 1 • • • • • Route 5 • • • • •(See Notes) 1.0830 13.36020.47 0.116284 Sprinkler, 20.47 5.6 E(2'-0), PO(5'-0) 120 13.792 Total(Pt)Route 5 7'-0 10'-1 9'-2½ -0.641 1.123 8'-7½2'-2½871 585 1 • • • • • Route 6 • • • • •(See Notes) 1.0830 14.02620.97 0.121642 Sprinkler, 20.97 5.6 E(2'-0), PO(5'-0) 120 14.508 Total(Pt)Route 6 7'-0 10'-1 8'-7 -0.135 1.048 9'-9 1'-7897 645 1 • • • • • Route 7 • • • • •(See Notes) 1.0830 14.07721.01 0.122048 Sprinkler, 21.01 5.6 E(2'-0), PO(5'-0) 120 14.990 Total(Pt)Route 7 7'-0 10'-1 9'-2½ -0.641 1.229 8'-7½2'-2½872 586 1 • • • • • Route 8 • • • • •(See Notes) 1.0830 15.46322.02 0.133124 Sprinkler, 22.02 5.6 E(2'-0), PO(5'-0) 120 16.050 Total(Pt)Route 8 7'-0 10'-1 20'-11 -4.371 3.243 0'-0 13'-11893 649 1 • • • • • Route 9 • • • • •(See Notes) 1.0830 18.23523.91 0.155061 Sprinkler, 23.91 5.6 E(2'-0), PO(5'-0) 120 10'-1 0'-6½0.003 10'-1 0'-6½649 647 2 2.2030 17.106 0.00488323.91 120 17.109 Total(Pt)Route 9 7'-0 10'-1 20'-11 -4.371 3.342 0'-0 13'-11875 604 1 • • • • • Route 10 • • • • •(See Notes) 1.0830 18.84124.31 0.159821 Sprinkler, 24.31 5.6 E(2'-0), PO(5'-0) 120 17.812 Total(Pt)Route 10 6'-0 10'-10 14'-6½ -0.966 2.618 8'-7½8'-6½860 533 1 • • • • • Route 11 • • • • •(See Notes) 1.0830 21.42425.92 0.179985 Sprinkler, 25.92 5.6 3E(2'-0) 120 5'-0 10'-1 5'-9 0.325 1.035 10'-10 0'-9533 350 1 (See Notes) 1.0830 23.075 0.17998525.92 PO(5'-0) 120 © M.E.P.CAD, Inc.11/15/2016 Page 8AutoSPRINK® VR11 v11.0.39.0 1:33:11PMRemote Area 1Received 2/8/17 Date: 11/15/2016 Job Name: Hotel Lenado Remote Area Number: Remote Area 1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 24.435 Total(Pt)Route 11 © M.E.P.CAD, Inc.11/15/2016 Page 9AutoSPRINK® VR11 v11.0.39.0 1:33:11PMRemote Area 1Received 2/8/17 Date: 11/15/2016 Job Name: Hotel Lenado Remote Area Number: Remote Area 1 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 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 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 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.11/15/2016 Page 10AutoSPRINK® VR11 v11.0.39.0 1:33:11PMRemote Area 1Received 2/8/17 Flow Diagram (Isometric View) Report Description: Ordinary Group I Job Number: 16-093 © M.E.P.CAD, Inc.11/15/2016 Page 11AutoSPRINK® VR11 v11.0.39.0 1:33:13PMReceived 2/8/17 Hydraulic Calculations Location: 200 South Aspen Street, Aspen, CO 81611, Project Name: Hotel Lenado Drawing Name: Lenado Calculation.cad Calculation Date: 11/15/2016 for Design Remote Area Location: Residential Commodity Classification: Area of Application: 900.00ft² (Actual 593.71ft²) Coverage per Sprinkler: 196.00ft² Type of sprinklers calculated: 4 ACC Lodge 5 Residential Remote Area 2Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density:0.100gpm/ft² Pendent Volume of Dry or PreAction System: In-rack Demand: Hose Streams: Type of System: at Node:Type:Allowance at Source Wet N/Aat Node:N/A gpm 1100.00 N/A (including Hose Streams where applicable):Total Water Required 58.941@187.78From Water Supply at Node 1: Water Supply Information: Source:Aspen Fire Department Location: 9/28/16Date:for Node:1 Name of Contractor:Flameout Fire Protection, Inc. Aspen Fire DepartmentAuthority Having Jurisdiction: Address: Phone Number:Name of designer: P.O. Box 56, Snowmass, CO 81654 970-927-4933 Eric Slater Right: 49.031Left: 58.941Automatic peaking results Notes: 11/15/2016© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.39.0 1:34:12PMRemote Area 2Received 2/8/17 Hydraulic Graph Water Supply Node: 1 Job Name: Hotel Lenado Remote Area Number: Remote Area 2 Date: 11/15/2016 Summary Sheet N 1.85 © M.E.P.CAD, Inc.11/15/2016 Page 2AutoSPRINK® VR11 v11.0.39.0 1:34:14PMReceived 2/8/17 Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential Job Number: 16-093 Sprinkler 878 24.04 19.60 4.9 24.065 Sprinkler 886 19.60 19.60 4.9 16.000 Sprinkler 889 20.36 19.60 4.9 17.272 Sprinkler 900 23.78 19.60 4.9 23.548 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.11/15/2016 Page 3AutoSPRINK® VR11 v11.0.39.0 1:34:16PMReceived 2/8/17 Job Name: Hotel Lenado Remote Area Number: Remote Area 2 Date: 11/15/2016 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 102.0001 58.941187.781404.00 110.782111.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 1'-6 87.7858.941Supply1 21'-1 24.0424.065Sprinkler878 21'-1 19.6016.000Sprinkler886 21'-1 20.3617.272Sprinkler889 20'-9½23.7823.548Sprinkler900 1'-6 58.9232 10'-5 48.26781 10'-6 51.21591 1'-6 58.901104 22'-2 43.165304 22'-2 40.094558 22'-2 25.562612 22'-2 17.509633 22'-2 24.501634 22'-2 24.346662 © M.E.P.CAD, Inc.11/15/2016 Page 4AutoSPRINK® VR11 v11.0.39.0 1:34:19PMReceived 2/8/17 Date: 11/15/2016 Job Name: Hotel Lenado Remote Area Number: Remote Area 2 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 4'-0 22'-2 18'-4½ -0.461 1.970 21'-1 14'-4½886 633 1 • • • • • Route 1 • • • • •(See Notes) 1.0830 16.00019.60 0.107321 Sprinkler, 19.60 4.9 2E(2'-0) 120 5'-0 22'-2 17'-5 6.992 22'-2 12'-5633 634 1 (See Notes) 1.0830 17.50920.36 0.400959 Flow (q) from Route 2 39.96 PO(5'-0) 120 22'-2 6'-0 1.061 22'-2 6'-0634 612 1¼ 1.5300 24.50123.78 0.176764 Flow (q) from Route 3 63.74 120 12'-0 22'-2 45'-6 14.532 22'-2 33'-6612 558 1¼(See Notes) 1.5300 25.56224.04 0.319510 Flow (q) from Route 4 87.78 2PO(6'-0) 120 31'-6 22'-2 56'-9 3.071 22'-2 25'-3558 304 2 (See Notes) 2.2030 40.094 0.05413287.78 fT(8'-6), 2fE(3'-6), f(-0.000), BV(6'-0), PO(10'-0) 120 34'-5 10'-6 150'-2½ 5.058 2.992 22'-2 115'-9½304 91 2½(See Notes) 2.7050 43.165 0.01991987.78 8fE(4'-3½) 120 15'-2½ 1'-6 25'-2½ 3.902 3.785 10'-6 10'-091 104 2½(See Notes) 2.6350 51.215 0.02263287.78 2f(-0.000), fE(5'-10½), BFP(-3.214), fE(9'-4) 120 1'-6 10'-1½0.022 1'-6 10'-1½104 2 4 4.2600 58.901 0.00218187.78 120 1'-6 10'-1½0.017 1'-6 10'-1½2 1 4 (See Notes) 4.2200 58.923 0.00171787.78 Water Supply 140 1 100.00 Hose Allowance At Source 187.78 Route 1Total(Pt) 58.941 5'-0 22'-2 6'-1 -0.461 0.698 21'-1 1'-1889 633 1 • • • • • Route 2 • • • • •(See Notes) 1.0830 17.27220.36 0.115189 Sprinkler, 20.36 4.9 T(5'-0) 120 17.509 Total(Pt)Route 2 © M.E.P.CAD, Inc.11/15/2016 Page 5AutoSPRINK® VR11 v11.0.39.0 1:34:22PMRemote Area 2Received 2/8/17 Date: 11/15/2016 Job Name: Hotel Lenado Remote Area Number: Remote Area 2 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7'-0 22'-2 9'-1½ -0.605 1.403 20'-9½2'-1½900 662 1 • • • • • Route 3 • • • • •(See Notes) 1.0830 23.54823.78 0.153439 Sprinkler, 23.78 4.9 E(2'-0), PO(5'-0) 120 22'-2 5'-5 0.155 22'-2 5'-5662 634 1¼ 1.5300 24.346 0.02851923.78 120 24.501 Total(Pt)Route 3 7'-0 22'-2 12'-6 -0.461 1.957 21'-1 5'-6878 612 1 • • • • • Route 4 • • • • •(See Notes) 1.0830 24.06524.04 0.156554 Sprinkler, 24.04 4.9 E(2'-0), PO(5'-0) 120 25.562 Total(Pt)Route 4 © M.E.P.CAD, Inc.11/15/2016 Page 6AutoSPRINK® VR11 v11.0.39.0 1:34:22PMRemote Area 2Received 2/8/17 Date: 11/15/2016 Job Name: Hotel Lenado Remote Area Number: Remote Area 2 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 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 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 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.11/15/2016 Page 7AutoSPRINK® VR11 v11.0.39.0 1:34:22PMRemote Area 2Received 2/8/17 Flow Diagram (Isometric View) Report Description: Residential Job Number: 16-093 © M.E.P.CAD, Inc.11/15/2016 Page 8AutoSPRINK® VR11 v11.0.39.0 1:34:24PMReceived 2/8/17 Hydraulic Calculations Location: 200 South Aspen Street, Aspen, CO 81611, Project Name: Hotel Lenado Drawing Name: Lenado Calculation.cad Calculation Date: 11/15/2016 for Design Remote Area Location: Light Hazard Commodity Classification: Area of Application: 1500.00ft² (Actual 913.45ft²) Coverage per Sprinkler: 196.00ft² Type of sprinklers calculated: 9 Bar Lounge Assembly Remote Area 3Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density:0.100gpm/ft² Pendent Volume of Dry or PreAction System: In-rack Demand: Hose Streams: Type of System: at Node:Type:Allowance at Source Wet N/Aat Node:N/A gpm 1100.00 N/A (including Hose Streams where applicable):Total Water Required 64.212@285.04From Water Supply at Node 1: Water Supply Information: Name of Contractor:Flameout Fire Protection, Inc. Aspen Fire DepartmentAuthority Having Jurisdiction: Address: Phone Number:Name of designer: P.O. Box 56, Snowmass, CO 81654 970-927-4933 Eric Slater N/A N/A Right:Left:Automatic peaking results Notes: 11/15/2016© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.39.0 1:35:59PMRemote Area 3Received 2/8/17 Hydraulic Graph Water Supply Node: 1 Job Name: Hotel Lenado Remote Area Number: Remote Area 3 Date: 11/15/2016 Summary Sheet N 1.85 © M.E.P.CAD, Inc.11/15/2016 Page 2AutoSPRINK® VR11 v11.0.39.0 1:36:01PMReceived 2/8/17 Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Light Hazard Job Number: 16-093 Sprinkler 709 19.60 19.60 5.6 12.250 Sprinkler 725 19.68 19.60 5.6 12.352 Sprinkler 726 21.03 19.60 5.6 14.103 Sprinkler 729 20.02 19.60 5.6 12.778 Sprinkler 751 20.07 19.60 5.6 12.841 Sprinkler 755 22.91 19.60 5.6 16.738 Sprinkler 760 21.39 19.60 5.6 14.593 Sprinkler 761 20.48 19.60 5.6 13.381 Sprinkler 763 19.86 19.60 5.6 12.572 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.11/15/2016 Page 3AutoSPRINK® VR11 v11.0.39.0 1:36:04PMReceived 2/8/17 Job Name: Hotel Lenado Remote Area Number: Remote Area 3 Date: 11/15/2016 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 102.0001 64.212285.041404.00 110.529111.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 1'-6 185.0464.212Supply1 31'-6 19.6012.250Sprinkler709 31'-1½19.6812.352Sprinkler725 31'-6 21.0314.103Sprinkler726 31'-6 20.0212.778Sprinkler729 31'-6 20.0712.841Sprinkler751 31'-6 22.9116.738Sprinkler755 31'-6 21.3914.593Sprinkler760 31'-6 20.4813.381Sprinkler761 31'-1½19.8612.572Sprinkler763 1'-6 64.1432 32'-3 17.47070 32'-3 14.83972 32'-3 13.58973 32'-3 13.02274 32'-3 12.81875 10'-5 40.64181 10'-6 52.44491 1'-6 64.056104 © M.E.P.CAD, Inc.11/15/2016 Page 4AutoSPRINK® VR11 v11.0.39.0 1:36:06PMReceived 2/8/17 Job Name: Hotel Lenado Remote Area Number: Remote Area 3 Date: 11/15/2016 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 32'-3 17.692153 32'-3 17.983155 32'-3 18.058160 32'-3 15.337162 32'-3 14.044163 32'-3 13.459164 32'-3 13.252165 32'-3 28.656412 22'-2 35.020415 © M.E.P.CAD, Inc.11/15/2016 Page 5AutoSPRINK® VR11 v11.0.39.0 1:36:06PMReceived 2/8/17 Date: 11/15/2016 Job Name: Hotel Lenado Remote Area Number: Remote Area 3 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7'-0 32'-3 10'-1½ -0.316 1.088 31'-6 3'-1½709 74 1 • • • • • Route 1 • • • • •(See Notes) 1.0830 12.25019.60 0.107321 Sprinkler, 19.60 5.6 E(2'-0), PO(5'-0) 120 32'-3 7'-10½0.567 32'-3 7'-10½74 73 1¼ 1.5300 13.02219.68 0.072187 Flow (q) from Route 2 39.28 120 32'-3 8'-1 1.250 32'-3 8'-173 72 1¼ 1.5300 13.58920.02 0.154650 Flow (q) from Route 4 59.30 120 6'-0 32'-3 9'-8½2.631 32'-3 3'-8½72 70 1¼(See Notes) 1.5300 14.83921.03 0.271163 Flow (q) from Route 7 80.33 PO(6'-0) 120 32'-3 11'-2 0.513 32'-3 11'-270 155 2 2.2030 17.470 0.04594180.33 120 32'-3 1'-0½0.075 32'-3 1'-0½155 160 2 2.2030 17.98322.91 0.073080 Flow (q) from Route 9 103.24 120 18'-0 32'-3 49'-3½ 0.000 10.598 32'-3 31'-3½160 412 2 (See Notes) 2.2030 18.05881.80 0.215090 Flow (q) from Route 3 185.04 fT(8'-6), fE(3'-6), f(-0.000), BV(6'-0) 120 15'-1 22'-2 25'-2 4.371 1.993 32'-3 10'-1412 415 2½(See Notes) 2.7050 28.656 0.079149185.04 fT(10'-9½), fE(4'-3½) 120 34'-5 10'-6 156'-3 5.058 12.366 22'-2 121'-10415 91 2½(See Notes) 2.7050 35.020 0.079149185.04 8fE(4'-3½) 120 15'-2½ 1'-6 25'-2½ 3.902 7.710 10'-6 10'-091 104 2½(See Notes) 2.6350 52.444 0.089929185.04 2f(-0.000), fE(5'-10½), BFP(-5.444), fE(9'-4) 120 1'-6 10'-1½0.088 1'-6 10'-1½104 2 4 4.2600 64.056 0.008667185.04 120 © M.E.P.CAD, Inc.11/15/2016 Page 6AutoSPRINK® VR11 v11.0.39.0 1:36:09PMRemote Area 3Received 2/8/17 Date: 11/15/2016 Job Name: Hotel Lenado Remote Area Number: Remote Area 3 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 1'-6 10'-1½0.069 1'-6 10'-1½2 1 4 (See Notes) 4.2200 64.143 0.006823185.04 Water Supply 140 1 100.00 Hose Allowance At Source 285.04 Route 1Total(Pt) 64.212 7'-0 32'-3 8'-10½ -0.497 0.962 31'-1½1'-10½725 75 1 • • • • • Route 2 • • • • •(See Notes) 1.0830 12.35219.68 0.108151 Sprinkler, 19.68 5.6 E(2'-0), PO(5'-0) 120 32'-3 10'-2 0.204 32'-3 10'-275 74 1¼ 1.5300 12.818 0.02010119.68 120 13.022 Total(Pt)Route 2 7'-0 32'-3 10'-8½ -0.497 1.176 31'-1½3'-8½763 165 1 • • • • • Route 3 • • • • •(See Notes) 1.0830 12.57219.86 0.109930 Sprinkler, 19.86 5.6 E(2'-0), PO(5'-0) 120 32'-3 10'-2 0.208 32'-3 10'-2165 164 1¼ 1.5300 13.252 0.02043219.86 120 32'-3 7'-10½0.584 32'-3 7'-10½164 163 1¼ 1.5300 13.45920.07 0.074384 Flow (q) from Route 5 39.92 120 32'-3 8'-1 1.294 32'-3 8'-1163 162 1¼ 1.5300 14.04420.48 0.160042 Flow (q) from Route 6 60.41 120 6'-0 32'-3 9'-8½2.721 32'-3 3'-8½162 160 1¼(See Notes) 1.5300 15.33721.39 0.280416 Flow (q) from Route 8 81.80 PO(6'-0) 120 18.058 Total(Pt)Route 3 7'-0 32'-3 10'-1 -0.316 1.127 31'-6 3'-1729 73 1 • • • • • Route 4 • • • • •(See Notes) 1.0830 12.77820.02 0.111592 Sprinkler, 20.02 5.6 E(2'-0), PO(5'-0) 120 13.589 Total(Pt)Route 4 © M.E.P.CAD, Inc.11/15/2016 Page 7AutoSPRINK® VR11 v11.0.39.0 1:36:09PMRemote Area 3Received 2/8/17 Date: 11/15/2016 Job Name: Hotel Lenado Remote Area Number: Remote Area 3 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7'-0 32'-3 8'-4 -0.316 0.934 31'-6 1'-4751 164 1 • • • • • Route 5 • • • • •(See Notes) 1.0830 12.84120.07 0.112104 Sprinkler, 20.07 5.6 E(2'-0), PO(5'-0) 120 13.459 Total(Pt)Route 5 7'-0 32'-3 8'-5 -0.316 0.979 31'-6 1'-5761 163 1 • • • • • Route 6 • • • • •(See Notes) 1.0830 13.38120.48 0.116455 Sprinkler, 20.48 5.6 E(2'-0), PO(5'-0) 120 14.044 Total(Pt)Route 6 7'-0 32'-3 8'-7 -0.316 1.052 31'-6 1'-7726 72 1 • • • • • Route 7 • • • • •(See Notes) 1.0830 14.10321.03 0.122261 Sprinkler, 21.03 5.6 E(2'-0), PO(5'-0) 120 14.839 Total(Pt)Route 7 7'-0 32'-3 8'-5 -0.316 1.061 31'-6 1'-5760 162 1 • • • • • Route 8 • • • • •(See Notes) 1.0830 14.59321.39 0.126178 Sprinkler, 21.39 5.6 E(2'-0), PO(5'-0) 120 15.337 Total(Pt)Route 8 7'-0 32'-3 8'-10½ -0.316 1.270 31'-6 1'-10½755 153 1 • • • • • Route 9 • • • • •(See Notes) 1.0830 16.73822.91 0.143250 Sprinkler, 22.91 5.6 E(2'-0), PO(5'-0) 120 6'-0 32'-3 10'-11 0.291 32'-3 4'-11153 155 1¼(See Notes) 1.5300 17.692 0.02662522.91 PO(6'-0) 120 17.983 Total(Pt)Route 9 © M.E.P.CAD, Inc.11/15/2016 Page 8AutoSPRINK® VR11 v11.0.39.0 1:36:09PMRemote Area 3Received 2/8/17 Date: 11/15/2016 Job Name: Hotel Lenado Remote Area Number: Remote Area 3 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 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 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 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.11/15/2016 Page 9AutoSPRINK® VR11 v11.0.39.0 1:36:09PMRemote Area 3Received 2/8/17 Flow Diagram (Isometric View) Report Description: Light Hazard Job Number: 16-093 © M.E.P.CAD, Inc.11/15/2016 Page 10AutoSPRINK® VR11 v11.0.39.0 1:36:11PMReceived 2/8/17 Hydraulic Calculations Location: 200 South Aspen Street, Aspen, CO 81611, Project Name: Hotel Lenado Drawing Name: Lenado Calculation.cad Calculation Date: 11/15/2016 for Design Remote Area Location: Ordinary Group I Commodity Classification: Area of Application: 900.00ft² (Actual 1165.78ft²) Coverage per Sprinkler: 117.00ft² Type of sprinklers calculated: 10 Storage / Garage Misc. Storage Remote Area 4Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density:0.150gpm/ft² Pendent Volume of Dry or PreAction System: In-rack Demand: Hose Streams: Type of System: at Node:Type:Allowance at Source Wet N/Aat Node:N/A gpm 1250.00 N/A (including Hose Streams where applicable):Total Water Required 95.024@472.60From Water Supply at Node 1: Water Supply Information: Name of Contractor:Flameout Fire Protection, Inc. Aspen Fire DepartmentAuthority Having Jurisdiction: Address: Phone Number:Name of designer: P.O. Box 56, Snowmass, CO 81654 970-927-4933 Eric Slater N/A N/A Right:Left:Automatic peaking results Notes: 11/15/2016© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.39.0 1:38:57PMRemote Area 4Received 2/8/17 Hydraulic Graph Water Supply Node: 1 Job Name: Hotel Lenado Remote Area Number: Remote Area 4 Date: 11/15/2016 Summary Sheet N 1.85 © M.E.P.CAD, Inc.11/15/2016 Page 2AutoSPRINK® VR11 v11.0.39.0 1:38:59PMReceived 2/8/17 Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Ordinary Group I Job Number: 16-093 Sprinkler 855 19.60 19.60 4.9 16.000 Sprinkler 857 20.53 19.60 4.9 17.563 Sprinkler 876 21.44 17.55 5.6 14.657 Sprinkler 877 27.20 17.55 5.6 23.593 Sprinkler 880 22.37 17.55 5.6 15.951 Sprinkler 887 21.02 17.55 5.6 14.083 Sprinkler 902 21.78 17.55 5.6 15.129 Sprinkler 905 20.88 17.55 5.6 13.905 Sprinkler 906 20.82 17.55 5.6 13.829 Sprinkler 907 26.95 17.55 5.6 23.167 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.11/15/2016 Page 3AutoSPRINK® VR11 v11.0.39.0 1:39:01PMReceived 2/8/17 Job Name: Hotel Lenado Remote Area Number: Remote Area 4 Date: 11/15/2016 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 102.0001 95.024472.601404.00 109.799111.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 1'-6 222.6095.024Supply1 31'-1 19.6016.000Sprinkler855 31'-9 20.5317.563Sprinkler857 31'-1 21.4414.657Sprinkler876 31'-1 27.2023.593Sprinkler877 31'-4 22.3715.951Sprinkler880 31'-4 21.0214.083Sprinkler887 31'-4 21.7815.129Sprinkler902 31'-4 20.8813.905Sprinkler905 31'-1 20.8213.829Sprinkler906 31'-1 26.9523.167Sprinkler907 1'-6 94.9262 10'-5 64.63781 10'-6 81.26291 1'-6 94.803104 32'-3 51.621412 22'-2 58.798415 32'-3 28.847564 32'-3 32.203565 © M.E.P.CAD, Inc.11/15/2016 Page 4AutoSPRINK® VR11 v11.0.39.0 1:39:04PMReceived 2/8/17 Job Name: Hotel Lenado Remote Area Number: Remote Area 4 Date: 11/15/2016 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 32'-3 16.587568 32'-3 18.442569 32'-3 21.378570 32'-3 32.181573 32'-3 28.035602 32'-3 16.371615 32'-3 19.296616 32'-3 15.258629 32'-3 15.510670 32'-3 18.290671 32'-3 27.533674 32'-3 15.061679 © M.E.P.CAD, Inc.11/15/2016 Page 5AutoSPRINK® VR11 v11.0.39.0 1:39:04PMReceived 2/8/17 Date: 11/15/2016 Job Name: Hotel Lenado Remote Area Number: Remote Area 4 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7'-0 32'-3 10'-1 -0.497 1.084 31'-1 3'-1855 568 1 • • • • • Route 1 • • • • •(See Notes) 1.0830 16.00019.60 0.107321 Sprinkler, 19.60 4.9 E(2'-0), PO(5'-0) 120 32'-3 11'-2½1.855 32'-3 11'-2½568 569 1¼ 1.5300 16.58741.90 0.165420 Flow (q) from Route 4 61.50 120 6'-0 32'-3 10'-5 2.937 32'-3 4'-5569 570 1¼(See Notes) 1.5300 18.44220.53 0.281888 Flow (q) from Route 2 82.03 T(6'-0) 120 6'-0 32'-3 7'-0 7.469 32'-3 1'-0570 564 1¼(See Notes) 1.5300 21.37886.41 1.066962 Flow (q) from Route 3 168.44 PO(6'-0) 120 10'-0 32'-3 18'-7 3.356 32'-3 8'-7564 565 2 (See Notes) 2.2030 28.847 0.180765168.44 PO(10'-0) 120 18'-0 32'-3 64'-1½ 0.000 19.418 32'-3 46'-1½565 412 2 (See Notes) 2.2030 32.20354.15 0.302754 Flow (q) from Route 9 222.60 fT(8'-6), fE(3'-6), f(-0.000), BV(6'-0) 120 15'-1 22'-2 25'-2 4.371 2.805 32'-3 10'-1412 415 2½(See Notes) 2.7050 51.621 0.111408222.60 fT(10'-9½), fE(4'-3½) 120 34'-5 10'-6 156'-3 5.058 17.406 22'-2 121'-10415 91 2½(See Notes) 2.7050 58.798 0.111408222.60 8fE(4'-3½) 120 15'-2½ 1'-6 25'-2½ 3.902 9.639 10'-6 10'-091 104 2½(See Notes) 2.6350 81.262 0.126581222.60 2f(-0.000), fE(5'-10½), BFP(-6.450), fE(9'-4) 120 1'-6 10'-1½0.124 1'-6 10'-1½104 2 4 4.2600 94.803 0.012200222.60 120 1'-6 10'-1½0.097 1'-6 10'-1½2 1 4 (See Notes) 4.2200 94.926 0.009604222.60 Water Supply 140 © M.E.P.CAD, Inc.11/15/2016 Page 6AutoSPRINK® VR11 v11.0.39.0 1:39:07PMRemote Area 4Received 2/8/17 Date: 11/15/2016 Job Name: Hotel Lenado Remote Area Number: Remote Area 4 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 1 250.00 Hose Allowance At Source 472.60 Route 1Total(Pt) 95.024 7'-0 32'-3 9'-3½ -0.208 1.086 31'-9 2'-3½857 569 1 • • • • • Route 2 • • • • •(See Notes) 1.0830 17.56320.53 0.116984 Sprinkler, 20.53 4.9 E(2'-0), PO(5'-0) 120 18.442 Total(Pt)Route 2 9'-0 32'-3 18'-2½ -0.506 2.187 31'-1 9'-2½906 670 1 • • • • • Route 3 • • • • •(See Notes) 1.0830 13.82920.82 0.120057 Sprinkler, 20.82 5.6 T(5'-0), 2E(2'-0) 120 5'-0 32'-3 6'-2 2.779 32'-3 1'-2670 671 1 (See Notes) 1.0830 15.51021.78 0.451388 Flow (q) from Route 7 42.61 PO(5'-0) 120 32'-3 12'-0 1.007 32'-3 12'-0671 616 1¼ 1.5300 18.290 0.08389642.61 120 32'-3 6'-8½2.082 32'-3 6'-8½616 570 1¼ 1.5300 19.29643.81 0.310361 Flow (q) from Route 6 86.41 120 21.378 Total(Pt)Route 3 7'-0 32'-3 12'-9½ -0.388 1.545 31'-4 5'-9½905 679 1 • • • • • Route 4 • • • • •(See Notes) 1.0830 13.90520.88 0.120667 Sprinkler, 20.88 5.6 E(2'-0), PO(5'-0) 120 32'-3 8'-9 0.196 32'-3 8'-9679 629 1¼ 1.5300 15.061 0.02242820.88 120 2'-0 32'-3 16'-4 1.329 32'-3 14'-4629 568 1¼(See Notes) 1.5300 15.25821.02 0.081329 Flow (q) from Route 5 41.90 LtE(2'-0) 120 16.587 Total(Pt)Route 4 7'-0 32'-3 12'-9½ -0.388 1.563 31'-4 5'-9½887 629 1 • • • • • Route 5 • • • • •(See Notes) 1.0830 14.08321.02 0.122095 Sprinkler, 21.02 5.6 E(2'-0), PO(5'-0) 120 © M.E.P.CAD, Inc.11/15/2016 Page 7AutoSPRINK® VR11 v11.0.39.0 1:39:07PMRemote Area 4Received 2/8/17 Date: 11/15/2016 Job Name: Hotel Lenado Remote Area Number: Remote Area 4 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 15.258 Total(Pt)Route 5 9'-0 32'-3 17'-6 -0.506 2.220 31'-1 8'-6876 615 1 • • • • • Route 6 • • • • •(See Notes) 1.0830 14.65721.44 0.126691 Sprinkler, 21.44 5.6 T(5'-0), 2E(2'-0) 120 5'-0 32'-3 6'-2 2.926 32'-3 1'-2615 616 1 (See Notes) 1.0830 16.37122.37 0.475152 Flow (q) from Route 8 43.81 PO(5'-0) 120 19.296 Total(Pt)Route 6 5'-0 32'-3 5'-10½ -0.388 0.769 31'-4 0'-11902 670 1 • • • • • Route 7 • • • • •(See Notes) 1.0830 15.12921.78 0.130466 Sprinkler, 21.78 5.6 T(5'-0) 120 15.510 Total(Pt)Route 7 5'-0 32'-3 5'-10½ -0.388 0.808 31'-4 0'-11880 615 1 • • • • • Route 8 • • • • •(See Notes) 1.0830 15.95122.37 0.137009 Sprinkler, 22.37 5.6 T(5'-0) 120 16.371 Total(Pt)Route 8 11'-0 32'-3 25'-2 -0.506 4.872 31'-1 14'-2907 674 1 • • • • • Route 9 • • • • •(See Notes) 1.0830 23.16726.95 0.193492 Sprinkler, 26.95 5.6 3E(2'-0), PO(5'-0) 120 32'-3 13'-11½0.502 32'-3 13'-11½674 602 1¼ 1.5300 27.533 0.03596326.95 120 8'-0 32'-3 31'-8½4.146 32'-3 23'-8½602 573 1¼(See Notes) 1.5300 28.03527.20 0.130748 Flow (q) from Route 10 54.15 LtE(2'-0), PO(6'-0) 120 32'-3 1'-0 0.022 32'-3 1'-0573 565 2 2.2030 32.181 0.02215154.15 120 32.203 Total(Pt)Route 9 11'-0 32'-3 25'-1½ -0.506 4.947 31'-1 14'-1½877 602 1 • • • • • Route 10 • • • • •(See Notes) 1.0830 23.59327.20 0.196785 Sprinkler, 27.20 5.6 3E(2'-0), PO(5'-0) 120 28.035 Total(Pt)Route 10 © M.E.P.CAD, Inc.11/15/2016 Page 8AutoSPRINK® VR11 v11.0.39.0 1:39:07PMRemote Area 4Received 2/8/17 Date: 11/15/2016 Job Name: Hotel Lenado Remote Area Number: Remote Area 4 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 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 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 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.11/15/2016 Page 9AutoSPRINK® VR11 v11.0.39.0 1:39:07PMRemote Area 4Received 2/8/17 Flow Diagram (Isometric View) Report Description: Ordinary Group I Job Number: 16-093 © M.E.P.CAD, Inc.11/15/2016 Page 10AutoSPRINK® VR11 v11.0.39.0 1:39:09PMReceived 2/8/17 Hydraulic Calculations Location: 200 South Aspen Street, Aspen, CO 81611, Project Name: Hotel Lenado Drawing Name: Lenado Calculation.cad Calculation Date: 11/15/2016 for Design Remote Area Location: Residential Commodity Classification: Area of Application: 900.00ft² (Actual 511.85ft²) Coverage per Sprinkler: 196.00ft² Type of sprinklers calculated: 4 Residence 2 Residential Remote Area 5Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density:0.100gpm/ft² Pendent Volume of Dry or PreAction System: In-rack Demand: Hose Streams: Type of System: at Node:Type:Allowance at Source Wet N/Aat Node:N/A gpm 1100.00 N/A (including Hose Streams where applicable):Total Water Required 92.359@180.46From Water Supply at Node 1: Water Supply Information: Name of Contractor:Flameout Fire Protection, Inc. Aspen Fire DepartmentAuthority Having Jurisdiction: Address: Phone Number:Name of designer: P.O. Box 56, Snowmass, CO 81654 970-927-4933 Eric Slater N/A N/A Right:Left:Automatic peaking results Notes: 11/15/2016© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.39.0 2:01:01PMRemote Area 5Received 2/8/17 Hydraulic Graph Water Supply Node: 1 Job Name: Hotel Lenado Remote Area Number: Remote Area 5 Date: 11/15/2016 Summary Sheet N 1.85 © M.E.P.CAD, Inc.11/15/2016 Page 2AutoSPRINK® VR11 v11.0.39.0 2:01:03PMReceived 2/8/17 Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential Job Number: 16-093 Sprinkler 838 20.24 19.60 4.9 17.054 Sprinkler 856 19.60 19.60 4.9 16.000 Sprinkler 859 20.47 19.60 4.9 17.455 Sprinkler 890 20.16 19.60 4.9 16.920 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.11/15/2016 Page 3AutoSPRINK® VR11 v11.0.39.0 2:01:05PMReceived 2/8/17 Job Name: Hotel Lenado Remote Area Number: Remote Area 5 Date: 11/15/2016 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 102.0001 92.359180.461404.00 110.798111.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 1'-6 80.4692.359Supply1 42'-3½20.2417.054Sprinkler838 42'-3½19.6016.000Sprinkler856 42'-3½20.4717.455Sprinkler859 42'-3½20.1616.920Sprinkler890 1'-6 92.3442 10'-5 82.10181 10'-6 84.60791 1'-6 92.325104 43'-0 62.556282 42'-4 67.088318 42'-4 67.107320 22'-2 76.900415 42'-4 67.742417 43'-0 18.147506 43'-0 17.384560 43'-0 17.385561 43'-0 18.128589 © M.E.P.CAD, Inc.11/15/2016 Page 4AutoSPRINK® VR11 v11.0.39.0 2:01:08PMReceived 2/8/17 Date: 11/15/2016 Job Name: Hotel Lenado Remote Area Number: Remote Area 5 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 6'-0 43'-0 20'-11½ -0.307 1.691 42'-3½14'-11½856 560 1 • • • • • Route 1 • • • • •(See Notes) 1.0550 16.00019.60 0.080687 Sprinkler, 19.60 4.9 2E(2'-0), T(2'-0) 150 2'-0 43'-0 10'-5½0.763 43'-0 8'-5½560 506 1 (See Notes) 1.0550 17.384 0.07305318.57 T(2'-0) 150 30'-0 43'-0 155'-6½44.409 43'-0 125'-6½506 282 1 (See Notes) 1.0550 18.14720.24 0.285545 Flow (q) from Route 3 38.81 7E(2'-0), 8T(2'-0) 150 4'-0 42'-4 10'-3½ 0.298 4.234 43'-0 6'-3½282 318 1¼(See Notes) 1.2910 62.55641.65 0.411630 Flow (q) from Route 2 80.46 2E(2'-0) 150 42'-4 0'-4 0.018 42'-4 0'-4318 320 2 2.1230 67.088 0.05517780.46 120 9'-6 42'-4 13'-9½ -0.000 0.635 42'-4 4'-3½320 417 2 (See Notes) 2.2030 67.107 0.04608180.46 f(-0.000), BV(6'-0), fE(3'-6) 120 4'-3½ 22'-2 24'-5½ 8.743 0.415 42'-4 20'-2417 415 2½(See Notes) 2.7050 67.742 0.01695780.46 fE(4'-3½) 120 34'-5 10'-6 156'-3 5.058 2.649 22'-2 121'-10415 91 2½(See Notes) 2.7050 76.900 0.01695780.46 8fE(4'-3½) 120 15'-2½ 1'-6 25'-2½ 3.902 3.817 10'-6 10'-091 104 2½(See Notes) 2.6350 84.607 0.01926680.46 2f(-0.000), fE(5'-10½), BFP(-3.331), fE(9'-4) 120 1'-6 10'-1½0.019 1'-6 10'-1½104 2 4 4.2600 92.325 0.00185780.46 120 1'-6 10'-1½0.015 1'-6 10'-1½2 1 4 (See Notes) 4.2200 92.344 0.00146280.46 Water Supply 140 © M.E.P.CAD, Inc.11/15/2016 Page 5AutoSPRINK® VR11 v11.0.39.0 2:01:11PMRemote Area 5Received 2/8/17 Date: 11/15/2016 Job Name: Hotel Lenado Remote Area Number: Remote Area 5 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 1 100.00 Hose Allowance At Source 180.46 Route 1Total(Pt) 92.359 6'-0 43'-0 17'-11½ -0.318 1.527 42'-3½11'-11½890 589 1 • • • • • Route 2 • • • • •(See Notes) 1.0550 16.92020.16 0.084969 Sprinkler, 20.16 4.9 2E(2'-0), T(2'-0) 150 18'-6 43'-0 136'-6 44.428 43'-0 118'-0589 282 1 (See Notes) 1.0550 18.12821.50 0.325437 Flow (q) from Route 4 41.65 6E(2'-0), 3T(2'-0), cplg(0'-6) 150 62.556 Total(Pt)Route 2 4'-0 43'-0 16'-4½ -0.307 1.401 42'-3½12'-4½838 506 1 • • • • • Route 3 • • • • •(See Notes) 1.0550 17.05420.24 0.085591 Sprinkler, 20.24 4.9 2E(2'-0) 150 18.147 Total(Pt)Route 3 2'-0 43'-0 2'-8½ -0.307 0.237 42'-3½0'-8½859 561 1 • • • • • Route 4 • • • • •(See Notes) 1.0550 17.45520.47 0.087452 Sprinkler, 20.47 4.9 T(2'-0) 150 4'-0 43'-0 7'-9 0.743 43'-0 3'-9561 589 1 (See Notes) 1.0550 17.3851.03 0.095726 Flow (q) from Route 5 21.50 E(2'-0), T(2'-0) 150 18.128 Total(Pt)Route 4 2'-0 43'-0 2'-6 0.001 43'-0 0'-6560 561 1 • • • • • Route 5 • • • • •(See Notes) 1.0550 17.384 0.000344 T(2'-0) 1.03 150 17.385 Total(Pt)Route 5 © M.E.P.CAD, Inc.11/15/2016 Page 6AutoSPRINK® VR11 v11.0.39.0 2:01:11PMRemote Area 5Received 2/8/17 Date: 11/15/2016 Job Name: Hotel Lenado Remote Area Number: Remote Area 5 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 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 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 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.11/15/2016 Page 7AutoSPRINK® VR11 v11.0.39.0 2:01:11PMRemote Area 5Received 2/8/17 Flow Diagram (Isometric View) Report Description: Residential Job Number: 16-093 © M.E.P.CAD, Inc.11/15/2016 Page 8AutoSPRINK® VR11 v11.0.39.0 2:01:13PMReceived 2/8/17