Loading...
HomeMy WebLinkAboutFile Documents.401 Castle Creek Rd.0071.2018 (24).ACBK06/26/2018 Hydraulic Calculations Location: Castle Creek Road, Aspen, CO 81611, Project Name: Aspen Ambulance District facility Drawing Name: Aspen Ambulance.cad Calculation Date: 3/22/2018 for Design Remote Area Location: Ordinary Group I Commodity Classification: Area of Application: 1500.00ft² (Actual 1495.90ft²) Coverage per Sprinkler: 130.00ft² Type of sprinklers calculated: 13 Aparatus Bay Parking Remota Area 1Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density:0.150gpm/ft² Upright 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 23250.00 N/A (including Hose Streams where applicable):Total Water Required 43.637@250.00From Water Supply at Node 23: 43.583@272.73From Water Supply at Node 29: Water Supply Information: Name of Contractor:City of Aspen Aspen Fire DepartmentAuthority Having Jurisdiction: Address: Phone Number:Name of designer: , Eric Slater N/ALeft: 41.151 Right:Automatic peaking results Notes: 3/22/2018© M.E.P.CAD, Inc.Page 1AutoSPRINK® 12 v12.0.61.0 6:43:36AMRemota Area 1 Nicet Level IV #90020 06/26/2018 Hydraulic Graph Water Supply Node: 23 Job Name: Aspen Ambulance District facility Remote Area Number: Remota Area 1 Date: 3/22/2018 Summary Sheet N 1.85 © M.E.P.CAD, Inc.3/22/2018 Page 2AutoSPRINK® 12 v12.0.61.0 6:43:38AM 06/26/2018 Hydraulic Graph Water Supply Node: 29 Job Name: Aspen Ambulance District facility Remote Area Number: Remota Area 1 Date: 3/22/2018 Summary Sheet N 1.85 © M.E.P.CAD, Inc.3/22/2018 Page 3AutoSPRINK® 12 v12.0.61.0 6:43:38AM 06/26/2018 Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Ordinary Group I (Remota Area 1) Job Number: 18-001 Sprinkler 112 21.68 19.50 5.6 14.986 Sprinkler 113 20.68 19.50 5.6 13.634 Sprinkler 114 21.64 19.50 5.6 14.927 Sprinkler 115 19.93 19.50 5.6 12.664 Sprinkler 116 20.64 19.50 5.6 13.580 Sprinkler 117 19.64 19.50 5.6 12.300 Sprinkler 118 19.89 19.50 5.6 12.613 Sprinkler 119 19.60 19.50 5.6 12.251 Sprinkler 120 19.54 19.50 5.6 12.174 Sprinkler 121 23.59 19.50 5.6 17.751 Sprinkler 122 19.50 19.50 5.6 12.125 Sprinkler 123 23.26 19.50 5.6 17.255 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.3/22/2018 Page 4AutoSPRINK® 12 v12.0.61.0 6:43:39AM 06/26/2018 Job Name: Aspen Ambulance District facility Remote Area Number: Remota Area 1 Date: 3/22/2018 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 55.00023 43.637250.001125.00 59.69160.000Water Supply 55.00029 43.583272.731125.00 59.63760.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -5'-0 272.7343.583Supply29 15'-6¼21.6814.986Sprinkler112 15'-6¼20.6813.634Sprinkler113 15'-6¼21.6414.927Sprinkler114 15'-6¼19.9312.664Sprinkler115 15'-6¼20.6413.580Sprinkler116 15'-6¼19.6412.300Sprinkler117 15'-6¼19.8912.613Sprinkler118 15'-6¼19.6012.251Sprinkler119 15'-6¼19.5412.174Sprinkler120 15'-6¼23.5917.751Sprinkler121 15'-6¼19.5012.125Sprinkler122 15'-6¼23.2617.255Sprinkler123 15'-6¼23.1517.082Sprinkler124 15'-6 25.59824 15'-6 25.50125 15'-6 25.48226 1'-0 38.50127 © M.E.P.CAD, Inc.3/22/2018 Page 5AutoSPRINK® 12 v12.0.61.0 6:43:41AM 06/26/2018 Job Name: Aspen Ambulance District facility Remote Area Number: Remota Area 1 Date: 3/22/2018 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 15'-6 26.68428 © M.E.P.CAD, Inc.3/22/2018 Page 6AutoSPRINK® 12 v12.0.61.0 6:43:41AM 06/26/2018 Date: 3/22/2018 Job Name: Aspen Ambulance District facility Remote Area Number: Remota 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 15'-6¼10'-0 0.001 0.125 15'-6¼10'-0122 119 1½• • • • • Route 1 • • • • •(See Notes) 1.6820 12.12519.50 0.012458 Sprinkler 19.50 5.6 120 15'-6¼8'-0 0.001 0.361 15'-6¼8'-0119 118 1½(See Notes) 1.6820 12.25119.60 0.045126 Sprinkler 39.10 5.6 120 15'-6¼10'-0 0.001 0.966 15'-6¼10'-0118 116 1½(See Notes) 1.6820 12.61319.89 0.096564 Sprinkler 58.99 5.6 120 15'-6¼8'-0 0.001 1.346 15'-6¼8'-0116 114 1½(See Notes) 1.6820 13.58020.64 0.168204 Sprinkler 79.63 5.6 120 9'-10¾ 15'-6 40'-3¼ 0.004 10.569 15'-6¼30'-4½114 25 1½(See Notes) 1.6820 14.92721.64 0.262397 Sprinkler, 101.26 5.6 PO(9'-10¾) 120 15'-6 13'-0 0.098 15'-6 13'-025 24 4 4.2600 25.50170.00 0.007511 Flow (q) from Route 3 171.26 120 26'-4 15'-6 61'-1½1.086 15'-6 34'-9½24 28 4 (See Notes) 4.2600 25.598101.46 0.017763 Flow (q) from Route 2 272.73 2E(13'-2) 120 17'-11 1'-0 33'-6¼ 6.286 5.531 15'-6 15'-7¼28 27 4 (See Notes) 4.2600 26.684 0.017763272.73 2fE(8'-11½), BFP(-4.935) 120 20'-0 -5'-0 154'-2¼ 2.601 2.481 1'-0 134'-2¼27 29 4 (See Notes) 4.1000 38.501 0.016093272.73 2E(10'-0), S 140 29 250.00 Hose Allowance At Source 522.73 Route 1Total(Pt) 43.583 15'-6¼10'-0 0.001 0.125 15'-6¼10'-0120 117 1½• • • • • Route 2 • • • • •(See Notes) 1.6820 12.17419.54 0.012504 Sprinkler 19.54 5.6 120 © M.E.P.CAD, Inc.3/22/2018 Page 7AutoSPRINK® 12 v12.0.61.0 6:43:43AMRemota Area 1 06/26/2018 Date: 3/22/2018 Job Name: Aspen Ambulance District facility Remote Area Number: Remota 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 15'-6¼8'-0 0.001 0.362 15'-6¼8'-0117 115 1½(See Notes) 1.6820 12.30019.64 0.045293 Sprinkler 39.18 5.6 120 15'-6¼10'-0 0.001 0.969 15'-6¼10'-0115 113 1½(See Notes) 1.6820 12.66419.93 0.096920 Sprinkler 59.11 5.6 120 15'-6¼8'-0 0.001 1.351 15'-6¼8'-0113 112 1½(See Notes) 1.6820 13.63420.68 0.168824 Sprinkler 79.78 5.6 120 9'-10¾ 15'-6 40'-3¼ 0.004 10.608 15'-6¼30'-4½112 24 1½(See Notes) 1.6820 14.98621.68 0.263362 Sprinkler, 101.46 5.6 PO(9'-10¾) 120 25.598 Total(Pt)Route 2 15'-6¼10'-0 0.001 0.171 15'-6¼10'-0124 123 1½• • • • • Route 3 • • • • •(See Notes) 1.6820 17.08223.15 0.017105 Sprinkler 23.15 5.6 120 15'-6¼8'-0 0.001 0.496 15'-6¼8'-0123 121 1½(See Notes) 1.6820 17.25523.26 0.061952 Sprinkler 46.41 5.6 120 9'-10¾ 15'-6 58'-3¼ 0.007 7.724 15'-6¼48'-4½121 26 1½(See Notes) 1.6820 17.75123.59 0.132533 Sprinkler, 70.00 5.6 PO(9'-10¾) 120 15'-6 13'-0 0.019 15'-6 13'-026 25 4 4.2600 25.482 0.00143570.00 120 25.501 Total(Pt)Route 3 © M.E.P.CAD, Inc.3/22/2018 Page 8AutoSPRINK® 12 v12.0.61.0 6:43:43AMRemota Area 1 06/26/2018 Date: 3/22/2018 Job Name: Aspen Ambulance District facility Remote Area Number: Remota 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.3/22/2018 Page 9AutoSPRINK® 12 v12.0.61.0 6:43:43AMRemota Area 1 06/26/2018 Flow Diagram (Isometric View) Report Description: Ordinary Group I (Remota Area 1) Job Number: 18-001 © M.E.P.CAD, Inc.3/22/2018 Page 10AutoSPRINK® 12 v12.0.61.0 6:43:44AM 06/26/2018 Hydraulic Calculations Location: Castle Creek Road, Aspen, CO 81611, Project Name: Aspen Ambulance District facility Drawing Name: Aspen Ambulance.cad Calculation Date: 3/22/2018 for Design Remote Area Location: Light Hazard Commodity Classification: Area of Application: 900.00ft² (Actual 950.15ft²) Coverage per Sprinkler: 196.00ft² Type of sprinklers calculated: 11 Second Floor 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 23250.00 N/A (including Hose Streams where applicable):Total Water Required 51.811@488.04From Water Supply at Node 23: 0.000@0.00From Water Supply at Node 24: Water Supply Information: Name of Contractor:City of Aspen Aspen Fire DepartmentAuthority Having Jurisdiction: Address: Phone Number:Name of designer: , Eric Slater N/A N/A Right:Left:Automatic peaking results Notes: 3/22/2018© M.E.P.CAD, Inc.Page 1AutoSPRINK® 12 v12.0.61.0 6:41:41AMRemote Area 2 Nicet Level IV #90020 06/26/2018 Hydraulic Graph Water Supply Node: 23 Job Name: Aspen Ambulance District facility Remote Area Number: Remote Area 2 Date: 3/22/2018 Summary Sheet N 1.85 © M.E.P.CAD, Inc.3/22/2018 Page 2AutoSPRINK® 12 v12.0.61.0 6:41:44AM 06/26/2018 Hydraulic Graph Water Supply Node: 24 Job Name: Aspen Ambulance District facility Remote Area Number: Remote Area 2 Date: 3/22/2018 Summary Sheet N 1.85 © M.E.P.CAD, Inc.3/22/2018 Page 3AutoSPRINK® 12 v12.0.61.0 6:41:44AM 06/26/2018 Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Light Hazard (Remote Area 2) Job Number: 18-001 Sprinkler 101 23.15 19.60 5.6 17.087 Sprinkler 102 23.38 14.87 5.6 17.431 Sprinkler 103 23.67 14.87 5.6 17.869 Sprinkler 104 21.97 14.87 5.6 15.396 Sprinkler 105 21.28 19.60 5.6 14.434 Sprinkler 106 23.31 14.87 5.6 17.323 Sprinkler 107 21.62 14.87 5.6 14.904 Sprinkler 108 20.38 14.87 5.6 13.244 Sprinkler 109 19.60 19.60 5.6 12.250 Sprinkler 110 19.84 19.60 5.6 12.550 Sprinkler 111 19.84 14.87 5.6 12.556 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.3/22/2018 Page 4AutoSPRINK® 12 v12.0.61.0 6:41:45AM 06/26/2018 Job Name: Aspen Ambulance District facility Remote Area Number: Remote Area 2 Date: 3/22/2018 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 55.00023 51.811488.041125.00 58.93360.000Water Supply 55.00024 0.0000.001125.00 60.00060.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -34'-10 238.0451.811Supply23 8'-6¼23.1517.087Sprinkler101 8'-6¼23.3817.431Sprinkler102 8'-6¼23.6717.869Sprinkler103 8'-6¼21.9715.396Sprinkler104 8'-6¼21.2814.434Sprinkler105 8'-6¼23.3117.323Sprinkler106 8'-6¼21.6214.904Sprinkler107 8'-6¼20.3813.244Sprinkler108 8'-6¼19.6012.250Sprinkler109 8'-6¼19.8412.550Sprinkler110 8'-6¼19.8412.556Sprinkler111 9'-8 21.1001 9'-8 22.0902 9'-8 21.1263 9'-8 22.1124 -28'-10 47.2816 9'-8 18.6087 © M.E.P.CAD, Inc.3/22/2018 Page 5AutoSPRINK® 12 v12.0.61.0 6:41:47AM 06/26/2018 Job Name: Aspen Ambulance District facility Remote Area Number: Remote Area 2 Date: 3/22/2018 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 9'-8 19.1238 9'-8 20.3879 9'-8 22.19710 9'-8 18.46211 9'-8 16.68912 9'-8 18.85013 9'-8 19.82214 9'-8 22.47015 9'-8 16.29016 9'-8 16.16717 9'-8 24.52618 9'-8 14.43819 9'-8 13.69920 9'-8 13.65321 © M.E.P.CAD, Inc.3/22/2018 Page 6AutoSPRINK® 12 v12.0.61.0 6:41:47AM 06/26/2018 Date: 3/22/2018 Job Name: Aspen Ambulance District facility 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 9'-0 9'-8 15'-6½ -0.500 1.949 8'-6¼6'-6½109 20 1 • • • • • Route 1 • • • • •(See Notes) 1.0490 12.25019.60 0.125357 Sprinkler, 19.60 5.6 2E(2'-0), PO(5'-0) 120 9'-8 7'-7 0.739 9'-8 7'-720 19 1½ 1.6820 13.69939.68 0.097451 Flow (q) from Route 2 59.28 120 9'-8 31'-11¾5.384 9'-8 31'-11¾19 14 1½ 1.6820 14.43820.38 0.168341 Flow (q) from Route 6 79.66 120 6'-0 9'-8 6'-0 2.648 9'-8 0'-014 15 1¼(See Notes) 1.3800 19.822 0.44131979.66 PO(6'-0) 120 18'-9¾ 9'-8 40'-5¼2.056 9'-8 21'-7½15 18 3 (See Notes) 3.2600 22.470158.38 0.050825 Flow (q) from Route 3 238.04 2E(9'-5) 120 70'-7 -28'-10 141'-1¾ 16.691 6.065 9'-8 70'-6¾18 6 4 (See Notes) 4.2600 24.526 0.013811238.04 2E(13'-2), T(26'-4), 2fE(8'-11½), BFP(-4.115) 120 20'-0 -34'-10 154'-2¼ 2.601 1.929 -28'-10 134'-2¼6 23 4 (See Notes) 4.1000 47.281 0.012512238.04 2E(10'-0), S 140 23 250.00 Hose Allowance At Source 488.04 Route 1Total(Pt) 51.811 9'-0 9'-8 12'-6¼ -0.500 1.604 8'-6¼3'-6¼110 21 1 • • • • • Route 2 • • • • •(See Notes) 1.0490 12.55019.84 0.128194 Sprinkler, 19.84 5.6 2E(2'-0), PO(5'-0) 120 9'-8 0'-11¾0.045 9'-8 0'-11¾21 20 1½ 1.6820 13.65319.84 0.046374 Flow (q) from Route 5 39.68 120 13.699 Total(Pt)Route 2 9'-0 9'-8 16'-1¾ -0.500 2.357 8'-6¼7'-1¾105 16 1 • • • • • Route 3 • • • • •(See Notes) 1.0490 14.43421.28 0.145899 Sprinkler, 21.28 5.6 2E(2'-0), PO(5'-0) 120 © M.E.P.CAD, Inc.3/22/2018 Page 7AutoSPRINK® 12 v12.0.61.0 6:41:49AMRemote Area 2 06/26/2018 Date: 3/22/2018 Job Name: Aspen Ambulance District facility 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 9'-8 7'-5½0.399 9'-8 7'-5½16 12 1½ 1.6820 16.29021.62 0.053558 Flow (q) from Route 7 42.89 120 9'-8 32'-1½3.698 9'-8 32'-1½12 9 1½ 1.6820 16.68921.97 0.115114 Flow (q) from Route 8 64.87 120 6'-0 9'-8 6'-0 1.811 9'-8 0'-09 10 1¼(See Notes) 1.3800 20.387 0.30178064.87 PO(6'-0) 120 9'-8 11'-4¾0.273 9'-8 11'-4¾10 15 3 3.2600 22.19793.51 0.023917 Flow (q) from Route 4 158.38 120 22.470 Total(Pt)Route 3 9'-0 9'-8 11'-10¼ -0.500 2.021 8'-6¼2'-10¼101 7 1 • • • • • Route 4 • • • • •(See Notes) 1.0490 17.08723.15 0.170543 Sprinkler, 23.15 5.6 2E(2'-0), PO(5'-0) 120 9'-8 39'-6¾2.492 9'-8 39'-6¾7 1 1½ 1.6820 18.60823.67 0.062977 Flow (q) from Route 11 46.82 120 6'-0 9'-8 6'-0 0.991 9'-8 0'-01 2 1¼(See Notes) 1.3800 21.100 0.16509846.82 PO(6'-0) 120 9'-8 8'-6¼0.021 9'-8 8'-6¼2 4 3 3.2600 22.090 0.00250946.82 120 9'-8 9'-6¼0.086 9'-8 9'-6¼4 10 3 3.2600 22.11246.69 0.009023 Flow (q) from Route 9 93.51 120 22.197 Total(Pt)Route 4 9'-0 9'-8 11'-8¾ -0.500 1.505 8'-6¼2'-8¾111 22 1 • • • • • Route 5 • • • • •(See Notes) 1.0490 12.55619.84 0.128252 Sprinkler, 19.84 5.6 2E(2'-0), PO(5'-0) 120 © M.E.P.CAD, Inc.3/22/2018 Page 8AutoSPRINK® 12 v12.0.61.0 6:41:49AMRemote Area 2 06/26/2018 Date: 3/22/2018 Job Name: Aspen Ambulance District facility 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 9'-8 7'-2¼0.092 9'-8 7'-2¼22 21 1½ 1.6820 13.561 0.01286719.84 120 13.653 Total(Pt)Route 5 9'-0 9'-8 12'-7 -0.500 1.695 8'-6¼3'-7108 19 1 • • • • • Route 6 • • • • •(See Notes) 1.0490 13.24420.38 0.134739 Sprinkler, 20.38 5.6 2E(2'-0), PO(5'-0) 120 14.438 Total(Pt)Route 6 9'-0 9'-8 11'-8¾ -0.500 1.764 8'-6¼2'-8¾107 17 1 • • • • • Route 7 • • • • •(See Notes) 1.0490 14.90421.62 0.150287 Sprinkler, 21.62 5.6 2E(2'-0), PO(5'-0) 120 9'-8 8'-2 0.123 9'-8 8'-217 16 1½ 1.6820 16.167 0.01507721.62 120 16.290 Total(Pt)Route 7 9'-0 9'-8 11'-7 -0.500 1.794 8'-6¼2'-7104 12 1 • • • • • Route 8 • • • • •(See Notes) 1.0490 15.39621.97 0.154871 Sprinkler, 21.97 5.6 2E(2'-0), PO(5'-0) 120 16.689 Total(Pt)Route 8 9'-0 9'-8 11'-8¾ -0.500 2.027 8'-6¼2'-8¾106 13 1 • • • • • Route 9 • • • • •(See Notes) 1.0490 17.32323.31 0.172721 Sprinkler, 23.31 5.6 2E(2'-0), PO(5'-0) 120 9'-8 15'-9 0.273 9'-8 15'-913 8 1½ 1.6820 18.850 0.01732823.31 120 9'-8 31'-11¾2.004 9'-8 31'-11¾8 3 1½ 1.6820 19.12323.38 0.062648 Flow (q) from Route 10 46.69 120 6'-0 9'-8 6'-0 0.985 9'-8 0'-03 4 1¼(See Notes) 1.3800 21.126 0.16423646.69 PO(6'-0) 120 22.112 Total(Pt)Route 9 © M.E.P.CAD, Inc.3/22/2018 Page 9AutoSPRINK® 12 v12.0.61.0 6:41:49AMRemote Area 2 06/26/2018 Date: 3/22/2018 Job Name: Aspen Ambulance District facility 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-FactorElev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 9'-0 9'-8 12'-7½ -0.500 2.192 8'-6¼3'-7½102 8 1 • • • • • Route 10 • • • • •(See Notes) 1.0490 17.43123.38 0.173720 Sprinkler, 23.38 5.6 2E(2'-0), PO(5'-0) 120 19.123 Total(Pt)Route 10 5'-0 9'-8 6'-1¾ -0.500 1.094 8'-6¼1'-1¾103 11 1 • • • • • Route 11 • • • • •(See Notes) 1.0490 17.86923.67 0.177750 Sprinkler, 23.67 5.6 PO(5'-0) 120 9'-8 8'-2 0.146 9'-8 8'-211 7 1½ 1.6820 18.462 0.01783323.67 120 18.608 Total(Pt)Route 11 © M.E.P.CAD, Inc.3/22/2018 Page 10AutoSPRINK® 12 v12.0.61.0 6:41:49AMRemote Area 2 06/26/2018 Date: 3/22/2018 Job Name: Aspen Ambulance District facility 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.3/22/2018 Page 11AutoSPRINK® 12 v12.0.61.0 6:41:49AMRemote Area 2 06/26/2018 Flow Diagram (Isometric View) Report Description: Light Hazard (Remote Area 2) Job Number: 18-001 © M.E.P.CAD, Inc.3/22/2018 Page 12AutoSPRINK® 12 v12.0.61.0 6:41:50AM 06/26/2018 AADFBy: RBGAspenCk'd By: AMRPipe Pipe Pipe Pipe Nom. PipeDate: 6/22/2018User selections in blue shaded cells Material Thickness Lining Diameter IDUser inputs in yellow shaded cells Type Class Type(inches) (inches)Ductile Iron Class 52 CML 4 4.16Hydraulics Calculations for AADFNOTE: USE TEMPLATE BELOW FOR SINGLE DIAMETER AND MATERIAL PIPE SYSTEM AND CHANGE SYSTEM IN TABLE ABOVEFlow Segment: "Description of segment or other identifying remarks"Item Existing/ Flow Pipe Pipe Pipe Pipe Nom. Pipe X‐Section Flow Vel. Head K Length Pipe CHLFuture Rate Material Thickness Lining Diameter ID Area Velocity V^2/2g(gpm) (cfs)Type Class Type(inches) (inches) (ft) (sf) (fps) (ft) (ft) (ft)Exit 523 1.17 Ductile Iron Class 52 CML 4 4.16 0.35 0.09 12.38 2.38 1 2.38Pipe Run 523 1.17 Ductile Iron Class 52 CML 4 4.16 0.35 0.09 12.38 2.38 30 130 4.0390 deg bend 523 1.17 Ductile Iron Class 52 CML 4 4.16 0.35 0.09 12.38 2.38 0.3 0.71Pipe Run 523 1.17 Ductile Iron Class 52 CML 4 4.16 0.35 0.09 12.38 2.38 10 130 1.34Gate Valve 523 1.17 Ductile Iron Class 52 CML 4 4.16 0.35 0.09 12.38 2.38 1 130 0.13Exit 523 1.17 Ductile Iron Class 52 CML 4 4.16 0.35 0.09 12.38 2.38 1 2.38Pipe and Fitting Friction Head Losses 10.99 ftFactor of Safety 1.10 ftTotal Friction Headloss 12.09 ft5.24 psiUSE FOR AVAILABLE PIPE MATERIAL/ THICKNESS/LINER SIZE COMBINATIONS PRIOR TO FILLING OUT TABLE; START LEFT TO RIGHT06/26/2018