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HomeMy WebLinkAboutF15-0081_Hyd Calcs_1446057180.pdfHydraulic Calculations Location: 2755 Snowberry Drive, Vail, Colorado, Project Name: Snowberry Duplex II Drawing Name: Snowberry II.cad Calculation Date: 10/24/2015 for Design Remote Area Location: Residential Area of Application: 279.78ft² (Actual 279.78ft²) Coverage per Sprinkler: 256.00ft² Type of sprinklers calculated: 3 Main Level Bedroom 1ERemote Area Number: Occupancy Classification: No. of sprinklers calculated: Density:0.051gpm/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 50.0 gpm N/A (including Hose Streams where applicable):Total Water Required 0.000@0.00From Water Supply at Node 5: 45.705@40.47From Water Supply at Node 31: Water Supply Information: Name of Contractor:Meridian Intermountain Authority Having Jurisdiction: Address: Phone Number:Name of designer: PO Box 3940, Avon, Colorado 81629 (970) 827-9120 M. Walter, SET Notes: 10/24/2015© M.E.P.CAD, Inc.Page 1AutoSPRINK® 12 v12.0.29.0 3:15:21PM1E Hydraulic Graph Water Supply Node: 31 Job Name: Snowberry Duplex II Remote Area Number: 1E Date: 10/24/2015 Summary Sheet N 1.85 © M.E.P.CAD, Inc.10/24/2015 Page 2AutoSPRINK® 12 v12.0.29.0 3:15:23PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (1E) Job Number: 15-105-MI Sprinkler 601 13.00 13.00 4.9 7.039 Sprinkler 602 13.29 13.00 4.9 7.357 Sprinkler 603 14.18 13.00 4.9 8.369 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.10/24/2015 Page 3AutoSPRINK® 12 v12.0.29.0 3:15:24PM Job Name: Snowberry Duplex II Remote Area Number: 1E Date: 10/24/2015 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 70.0005 0.0000.0040.00 74.00074.000Water Supply 70.00031 45.70540.4740.00 69.91374.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 12'-6 40.4745.705Supply31 35'-2 13.007.039Sprinkler601 35'-2 13.297.357Sprinkler602 35'-8 14.188.369Sprinkler603 35'-8 7.47723 35'-8 8.64224 35'-8 11.15425 36'-2 9.84526 17'-0 41.65529 © M.E.P.CAD, Inc.10/24/2015 Page 4AutoSPRINK® 12 v12.0.29.0 3:15:26PM Date: 10/24/2015 Job Name: Snowberry Duplex II Remote Area Number: 1E 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 2'-0 35'-8 2'-6 -0.217 0.655 35'-2 0'-6601 23 1 • • • • • Route 1 • • • • •(See Notes) 0.7087 7.03913.00 0.262137 Sprinkler, 13.00 4.9 E(2'-0) 150 35'-8 15'-3½1.165 35'-8 15'-3½23 24 1¼ 0.9134 7.477 0.07616913.00 150 6'-0 35'-8 8'-11½2.512 35'-8 2'-11½24 25 1¼(See Notes) 0.9134 8.64213.29 0.280296 Flow (q) from Route 2 26.29 T(6'-0) 150 52'-0 17'-0 106'-8½ 8.093 22.408 35'-8 54'-8½25 29 1½(See Notes) 1.1417 11.15414.18 0.209971 Flow (q) from Route 3 40.47 3T(8'-0), 7E(4'-0), f(-0.000), Gauge 2 150 4'-0 12'-6 10'-0 1.951 2.100 17'-0 6'-029 31 1½(See Notes) 1.1417 41.655 0.20997140.47 f(-0.000), E(4'-0), S 150 31 0.00 Hose Allowance At Source 40.47 Route 1Total(Pt) 45.705 5'-0 35'-8 5'-6 -0.217 1.502 35'-2 0'-6602 24 1 • • • • • Route 2 • • • • •(See Notes) 0.7087 7.35713.29 0.273086 Sprinkler, 13.29 4.9 T(5'-0) 150 8.642 Total(Pt)Route 2 5'-0 36'-2 5'-6 -0.217 1.692 35'-8 0'-6603 26 1 • • • • • Route 3 • • • • •(See Notes) 0.7087 8.36914.18 0.307673 Sprinkler, 14.18 4.9 T(5'-0) 150 20'-0 35'-8 36'-3 0.217 1.093 36'-2 16'-326 25 1½(See Notes) 1.1417 9.845 0.03015714.18 3E(4'-0), T(8'-0) 150 11.154 Total(Pt)Route 3 © M.E.P.CAD, Inc.10/24/2015 Page 5AutoSPRINK® 12 v12.0.29.0 3:15:28PM1E Date: 10/24/2015 Job Name: Snowberry Duplex II Remote Area Number: 1E 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.10/24/2015 Page 6AutoSPRINK® 12 v12.0.29.0 3:15:28PM1E Hydraulic Calculations Location: 2755 Snowberry Drive, Vail, Colorado, Project Name: Snowberry Duplex II Drawing Name: Snowberry II.cad Calculation Date: 10/24/2015 for Design Remote Area Location: Residential Area of Application: 157.11ft² (Actual 157.11ft²) Coverage per Sprinkler: 256.00ft² Type of sprinklers calculated: 3 Main Level Bedroom 2ERemote Area Number: Occupancy Classification: No. of sprinklers calculated: Density:0.051gpm/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 50.0 gpm N/A (including Hose Streams where applicable):Total Water Required 0.000@0.00From Water Supply at Node 5: 61.345@40.43From Water Supply at Node 31: Water Supply Information: Name of Contractor:Meridian Intermountain Authority Having Jurisdiction: Address: Phone Number:Name of designer: PO Box 3940, Avon, Colorado 81629 (970) 827-9120 M. Walter, SET Notes: 10/24/2015© M.E.P.CAD, Inc.Page 1AutoSPRINK® 12 v12.0.29.0 2:54:10PM2E Hydraulic Graph Water Supply Node: 31 Job Name: Snowberry Duplex II Remote Area Number: 2E Date: 10/24/2015 Summary Sheet N 1.85 © M.E.P.CAD, Inc.10/24/2015 Page 2AutoSPRINK® 12 v12.0.29.0 2:54:12PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (2E) Job Number: 15-105-MI Sprinkler 501 13.00 13.00 4.9 7.039 Sprinkler 502 13.36 13.00 4.9 7.429 Sprinkler 503 14.07 13.00 4.9 8.249 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.10/24/2015 Page 3AutoSPRINK® 12 v12.0.29.0 2:54:14PM Job Name: Snowberry Duplex II Remote Area Number: 2E Date: 10/24/2015 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 70.0005 0.0000.0040.00 74.00074.000Water Supply 70.00031 61.34540.4340.00 69.92074.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 12'-6 40.4361.345Supply31 23'-10 13.007.039Sprinkler501 23'-10 13.367.429Sprinkler502 23'-10 14.078.249Sprinkler503 24'-4 8.26920 24'-4 9.70721 24'-4 7.90722 17'-0 57.29829 © M.E.P.CAD, Inc.10/24/2015 Page 4AutoSPRINK® 12 v12.0.29.0 2:54:16PM Date: 10/24/2015 Job Name: Snowberry Duplex II Remote Area Number: 2E 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 5'-0 24'-4 5'-6 -0.208 1.439 23'-10 0'-6501 20 1 • • • • • Route 1 • • • • •(See Notes) 0.7087 7.03913.00 0.262137 Sprinkler, 13.00 4.9 T(5'-0) 150 24'-4 5'-1 1.437 24'-4 5'-120 21 1¼ 0.9134 8.26913.36 0.281584 Flow (q) from Route 2 26.36 150 100'-0 17'-0 211'-10½ 3.179 44.413 24'-4 111'-10½21 29 1½(See Notes) 1.1417 9.70714.07 0.209611 Flow (q) from Route 3 40.43 17E(4'-0), 4T(8'-0), f(-0.000), Gauge 2 150 4'-0 12'-6 10'-0 1.951 2.096 17'-0 6'-029 31 1½(See Notes) 1.1417 57.298 0.20961140.43 f(-0.000), E(4'-0), S 150 31 0.00 Hose Allowance At Source 40.43 Route 1Total(Pt) 61.345 2'-0 24'-4 2'-6 -0.208 0.686 23'-10 0'-6502 22 1 • • • • • Route 2 • • • • •(See Notes) 0.7087 7.42913.36 0.275569 Sprinkler, 13.36 4.9 E(2'-0) 150 24'-4 4'-6½0.362 24'-4 4'-6½22 20 1¼ 0.9134 7.907 0.08007213.36 150 8.269 Total(Pt)Route 2 5'-0 24'-4 5'-6 -0.208 1.667 23'-10 0'-6503 21 1 • • • • • Route 3 • • • • •(See Notes) 0.7087 8.24914.07 0.303559 Sprinkler, 14.07 4.9 T(5'-0) 150 9.707 Total(Pt)Route 3 © M.E.P.CAD, Inc.10/24/2015 Page 5AutoSPRINK® 12 v12.0.29.0 2:54:18PM2E Date: 10/24/2015 Job Name: Snowberry Duplex II Remote Area Number: 2E 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.10/24/2015 Page 6AutoSPRINK® 12 v12.0.29.0 2:54:18PM2E Hydraulic Calculations Location: 2755 Snowberry Drive, Vail, Colorado, Project Name: Snowberry Duplex II Drawing Name: Snowberry II.cad Calculation Date: 10/24/2015 for Design Remote Area Location: Residential Area of Application: 161.07ft² (Actual 161.07ft²) Coverage per Sprinkler: 256.00ft² Type of sprinklers calculated: 3 Main Level Bedroom 3ERemote Area Number: Occupancy Classification: No. of sprinklers calculated: Density:0.051gpm/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 50.0 gpm N/A (including Hose Streams where applicable):Total Water Required 0.000@0.00From Water Supply at Node 5: 35.346@41.13From Water Supply at Node 31: Water Supply Information: Name of Contractor:Meridian Intermountain Authority Having Jurisdiction: Address: Phone Number:Name of designer: PO Box 3940, Avon, Colorado 81629 (970) 827-9120 M. Walter, SET Notes: 10/24/2015© M.E.P.CAD, Inc.Page 1AutoSPRINK® 12 v12.0.29.0 2:54:49PM3E Hydraulic Graph Water Supply Node: 31 Job Name: Snowberry Duplex II Remote Area Number: 3E Date: 10/24/2015 Summary Sheet N 1.85 © M.E.P.CAD, Inc.10/24/2015 Page 2AutoSPRINK® 12 v12.0.29.0 2:54:51PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (3E) Job Number: 15-105-MI Sprinkler 301 13.06 13.06 4.9 7.100 Sprinkler 302 13.14 13.06 4.9 7.193 Sprinkler 303 14.94 13.06 4.9 9.293 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.10/24/2015 Page 3AutoSPRINK® 12 v12.0.29.0 2:54:53PM Job Name: Snowberry Duplex II Remote Area Number: 3E Date: 10/24/2015 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 70.0005 0.0000.0040.00 74.00074.000Water Supply 70.00031 35.34641.1340.00 69.78874.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 12'-6 41.1335.346Supply31 22'-3 13.067.100Sprinkler301 22'-3 13.147.193Sprinkler302 22'-3 14.949.293Sprinkler303 22'-9 7.54314 22'-9 8.43819 22'-9 8.44727 22'-9 10.73828 17'-0 31.23029 22'-9 9.92430 © M.E.P.CAD, Inc.10/24/2015 Page 4AutoSPRINK® 12 v12.0.29.0 2:54:55PM Date: 10/24/2015 Job Name: Snowberry Duplex II Remote Area Number: 3E 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 2'-0 22'-9 2'-6 -0.217 0.661 22'-3 0'-6301 14 1 • • • • • Route 1 • • • • •(See Notes) 0.7087 7.10013.06 0.264230 Sprinkler, 13.06 4.9 E(2'-0) 150 22'-9 11'-8 0.895 22'-9 11'-814 19 1¼ 0.9134 7.543 0.07677713.06 150 22'-9 0'-4 0.009 22'-9 0'-419 27 1½ 1.1417 8.438 0.02589913.06 150 16'-0 22'-9 24'-4½2.291 22'-9 8'-4½27 28 1½(See Notes) 1.1417 8.44713.14 0.093932 Flow (q) from Route 2 26.20 2T(8'-0) 150 44'-0 17'-0 83'-2 2.493 18.000 22'-9 39'-228 29 1½(See Notes) 1.1417 10.73814.94 0.216433 Flow (q) from Route 3 41.13 5E(4'-0), 3T(8'-0), f(-0.000), Gauge 2 150 4'-0 12'-6 10'-0 1.951 2.164 17'-0 6'-029 31 1½(See Notes) 1.1417 31.230 0.21643341.13 f(-0.000), E(4'-0), S 150 31 0.00 Hose Allowance At Source 41.13 Route 1Total(Pt) 35.346 5'-0 22'-9 5'-6 -0.217 1.471 22'-3 0'-6302 27 1 • • • • • Route 2 • • • • •(See Notes) 0.7087 7.19313.14 0.267439 Sprinkler, 13.14 4.9 T(5'-0) 150 8.447 Total(Pt)Route 2 2'-0 22'-9 2'-6 -0.217 0.847 22'-3 0'-6303 30 1 • • • • • Route 3 • • • • •(See Notes) 0.7087 9.29314.94 0.338955 Sprinkler, 14.94 4.9 E(2'-0) 150 6'-0 22'-9 8'-3 0.814 22'-9 2'-330 28 1¼(See Notes) 0.9134 9.924 0.09849014.94 T(6'-0) 150 10.738 Total(Pt)Route 3 © M.E.P.CAD, Inc.10/24/2015 Page 5AutoSPRINK® 12 v12.0.29.0 2:54:57PM3E Date: 10/24/2015 Job Name: Snowberry Duplex II Remote Area Number: 3E 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.10/24/2015 Page 6AutoSPRINK® 12 v12.0.29.0 2:54:57PM3E Hydraulic Calculations Location: 2755 Snowberry Drive, Vail, Colorado, Project Name: Snowberry Duplex II Drawing Name: Snowberry II.cad Calculation Date: 10/24/2015 for Design Remote Area Location: Residential Area of Application: 265.54ft² (Actual 265.54ft²) Coverage per Sprinkler: 256.00ft² Type of sprinklers calculated: 3 Main Level Bedroom 4ERemote Area Number: Occupancy Classification: No. of sprinklers calculated: Density:0.051gpm/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 50.0 gpm N/A (including Hose Streams where applicable):Total Water Required 0.000@0.00From Water Supply at Node 5: 37.933@42.51From Water Supply at Node 31: Water Supply Information: Name of Contractor:Meridian Intermountain Authority Having Jurisdiction: Address: Phone Number:Name of designer: PO Box 3940, Avon, Colorado 81629 (970) 827-9120 M. Walter, SET Notes: 10/24/2015© M.E.P.CAD, Inc.Page 1AutoSPRINK® 12 v12.0.29.0 2:55:26PM4E Hydraulic Graph Water Supply Node: 31 Job Name: Snowberry Duplex II Remote Area Number: 4E Date: 10/24/2015 Summary Sheet N 1.85 © M.E.P.CAD, Inc.10/24/2015 Page 2AutoSPRINK® 12 v12.0.29.0 2:55:28PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (4E) Job Number: 15-105-MI Sprinkler 401 13.06 13.06 4.9 7.100 Sprinkler 402 13.39 13.06 4.9 7.466 Sprinkler 403 16.06 13.06 4.9 10.747 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.10/24/2015 Page 3AutoSPRINK® 12 v12.0.29.0 2:55:29PM Job Name: Snowberry Duplex II Remote Area Number: 4E Date: 10/24/2015 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 70.0005 0.0000.0040.00 74.00074.000Water Supply 70.00031 37.93342.5140.00 69.52474.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 12'-6 42.5137.933Supply31 11'-0 13.067.100Sprinkler401 11'-0 13.397.466Sprinkler402 11'-0 16.0610.747Sprinkler403 11'-6 7.54315 11'-6 8.77116 11'-6 12.66217 11'-6 14.97818 17'-0 33.68229 © M.E.P.CAD, Inc.10/24/2015 Page 4AutoSPRINK® 12 v12.0.29.0 2:55:32PM Date: 10/24/2015 Job Name: Snowberry Duplex II Remote Area Number: 4E 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 2'-0 11'-6 2'-6 -0.217 0.661 11'-0 0'-6401 15 1 • • • • • Route 1 • • • • •(See Notes) 0.7087 7.10013.06 0.264230 Sprinkler, 13.06 4.9 E(2'-0) 150 3'-0 11'-6 16'-0 1.228 11'-6 13'-015 16 1¼(See Notes) 0.9134 7.543 0.07677713.06 E(3'-0) 150 3'-0 11'-6 13'-9 3.891 11'-6 10'-916 17 1¼(See Notes) 0.9134 8.77113.39 0.283335 Flow (q) from Route 2 26.44 E(3'-0) 150 11'-6 3'-4½2.315 11'-6 3'-4½17 18 1¼ 0.9134 12.66216.06 0.681780 Flow (q) from Route 3 42.51 150 44'-0 17'-0 91'-8½ -2.384 21.089 11'-6 47'-8½18 29 1½(See Notes) 1.1417 14.978 0.22998442.51 7E(4'-0), 2T(8'-0), f(-0.000), Gauge 2 150 4'-0 12'-6 10'-0 1.951 2.300 17'-0 6'-029 31 1½(See Notes) 1.1417 33.682 0.22998442.51 f(-0.000), E(4'-0), S 150 31 0.00 Hose Allowance At Source 42.51 Route 1Total(Pt) 37.933 5'-0 11'-6 5'-6 -0.217 1.522 11'-0 0'-6402 16 1 • • • • • Route 2 • • • • •(See Notes) 0.7087 7.46613.39 0.276809 Sprinkler, 13.39 4.9 T(5'-0) 150 8.771 Total(Pt)Route 2 5'-0 11'-6 5'-6 -0.217 2.133 11'-0 0'-6403 17 1 • • • • • Route 3 • • • • •(See Notes) 0.7087 10.74716.06 0.387721 Sprinkler, 16.06 4.9 T(5'-0) 150 12.662 Total(Pt)Route 3 © M.E.P.CAD, Inc.10/24/2015 Page 5AutoSPRINK® 12 v12.0.29.0 2:55:34PM4E Date: 10/24/2015 Job Name: Snowberry Duplex II Remote Area Number: 4E 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.10/24/2015 Page 6AutoSPRINK® 12 v12.0.29.0 2:55:34PM4E Hydraulic Calculations Location: 2755 Snowberry Drive, Vail, Colorado, Project Name: Snowberry Duplex II Drawing Name: Snowberry II.cad Calculation Date: 10/24/2015 for Design Remote Area Location: Residential Area of Application: 128.36ft² (Actual 128.36ft²) Coverage per Sprinkler: 256.00ft² Type of sprinklers calculated: 3 Great Room 1WRemote Area Number: Occupancy Classification: No. of sprinklers calculated: Density:0.051gpm/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 50.0 gpm N/A (including Hose Streams where applicable):Total Water Required 56.124@39.65From Water Supply at Node 5: 0.000@0.00From Water Supply at Node 31: Water Supply Information: Name of Contractor:Meridian Intermountain Authority Having Jurisdiction: Address: Phone Number:Name of designer: PO Box 3940, Avon, Colorado 81629 (970) 827-9120 M. Walter, SET Notes: 10/24/2015© M.E.P.CAD, Inc.Page 1AutoSPRINK® 12 v12.0.29.0 2:56:29PM1W Hydraulic Graph Water Supply Node: 5 Job Name: Snowberry Duplex II Remote Area Number: 1W Date: 10/24/2015 Summary Sheet N 1.85 © M.E.P.CAD, Inc.10/24/2015 Page 2AutoSPRINK® 12 v12.0.29.0 2:56:31PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (1W) Job Number: 15-105-MI Sprinkler 101 13.06 13.06 4.9 7.100 Sprinkler 102 13.14 13.06 4.9 7.192 Sprinkler 103 13.45 13.06 4.9 7.539 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.10/24/2015 Page 3AutoSPRINK® 12 v12.0.29.0 2:56:33PM Job Name: Snowberry Duplex II Remote Area Number: 1W Date: 10/24/2015 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 70.0005 56.12439.6540.00 70.06474.000Water Supply 70.00031 0.0000.0040.00 74.00074.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 0'-6 39.6556.124Supply5 26'-8 13.067.100Sprinkler101 24'-9½13.147.192Sprinkler102 26'-8 13.457.539Sprinkler103 27'-2 7.5481 27'-0½8.0942 27'-0½8.5953 5'-0 52.1514 25'-3½7.6496 27'-1½8.0257 © M.E.P.CAD, Inc.10/24/2015 Page 4AutoSPRINK® 12 v12.0.29.0 2:56:35PM Date: 10/24/2015 Job Name: Snowberry Duplex II Remote Area Number: 1W 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 2'-0 27'-2 2'-6 -0.209 0.658 26'-8 0'-6101 1 1 • • • • • Route 1 • • • • •(See Notes) 0.7087 7.10013.06 0.264230 Sprinkler, 13.06 4.9 E(2'-0) 150 6'-0 27'-0½6'-6½ 0.043 0.502 27'-2 0'-6½1 2 1¼(See Notes) 0.9134 7.548 0.07677713.06 T(6'-0) 150 27'-0½5'-4 0.501 27'-0½5'-42 3 1½ 1.1417 8.09413.14 + 13.14 0.093927 Flow (q) from Route 2 and 2 26.20 150 56'-0 5'-0 168'-1½ 9.558 33.998 27'-0½112'-1½3 4 1½(See Notes) 1.1417 8.59513.45 + 13.45 0.202208 Flow (q) from Route 3 and 3 39.65 6E(4'-0), 4T(8'-0), f(-0.000), Gauge 1 150 4'-0 0'-6 10'-0 1.951 2.022 5'-0 6'-04 5 1½(See Notes) 1.1417 52.151 0.20220839.65 f(-0.000), E(4'-0), PRV(-0.000), S 150 5 0.00 Hose Allowance At Source 39.65 Route 1Total(Pt) 56.124 2'-0 25'-3½2'-6 -0.209 0.666 24'-9½0'-6102 6 1 • • • • • Route 2 • • • • •(See Notes) 0.7087 7.19213.14 0.267409 Sprinkler, 13.14 4.9 E(2'-0) 150 6'-0 27'-0½15'-7½ -0.770 1.215 25'-3½9'-7½6 2 1¼(See Notes) 0.9134 7.649 0.07770113.14 T(6'-0) 150 8.094 Total(Pt)Route 2 2'-0 27'-1½2'-6 -0.209 0.696 26'-8 0'-6103 7 1 • • • • • Route 3 • • • • •(See Notes) 0.7087 7.53913.45 0.279324 Sprinkler, 13.45 4.9 E(2'-0) 150 6'-0 27'-0½6'-6 0.041 0.529 27'-1½0'-67 3 1¼(See Notes) 0.9134 8.025 0.08116313.45 C(6'-0) 150 8.595 Total(Pt)Route 3 © M.E.P.CAD, Inc.10/24/2015 Page 5AutoSPRINK® 12 v12.0.29.0 2:56:37PM1W Date: 10/24/2015 Job Name: Snowberry Duplex II Remote Area Number: 1W 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.10/24/2015 Page 6AutoSPRINK® 12 v12.0.29.0 2:56:37PM1W Hydraulic Calculations Location: 2755 Snowberry Drive, Vail, Colorado, Project Name: Snowberry Duplex II Drawing Name: Snowberry II.cad Calculation Date: 10/24/2015 for Design Remote Area Location: Residential Area of Application: 232.55ft² (Actual 306.82ft²) Coverage per Sprinkler: 256.00ft² Type of sprinklers calculated: 3 Upper Level Bedroom 2WRemote Area Number: Occupancy Classification: No. of sprinklers calculated: Density:0.051gpm/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 50.0 gpm N/A (including Hose Streams where applicable):Total Water Required 54.009@47.04From Water Supply at Node 5: 0.000@0.00From Water Supply at Node 31: Water Supply Information: Name of Contractor:Meridian Intermountain Authority Having Jurisdiction: Address: Phone Number:Name of designer: PO Box 3940, Avon, Colorado 81629 (970) 827-9120 M. Walter, SET Notes: 10/24/2015© M.E.P.CAD, Inc.Page 1AutoSPRINK® 12 v12.0.29.0 3:13:36PM2W Hydraulic Graph Water Supply Node: 5 Job Name: Snowberry Duplex II Remote Area Number: 2W Date: 10/24/2015 Summary Sheet N 1.85 © M.E.P.CAD, Inc.10/24/2015 Page 2AutoSPRINK® 12 v12.0.29.0 3:13:38PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (2W) Job Number: 15-105-MI Sprinkler 201 13.06 13.06 4.9 7.100 Sprinkler 202 14.63 13.06 4.9 8.910 Sprinkler 203 19.36 13.06 4.9 15.603 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.10/24/2015 Page 3AutoSPRINK® 12 v12.0.29.0 3:13:40PM Job Name: Snowberry Duplex II Remote Area Number: 2W Date: 10/24/2015 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 70.0005 54.00947.0440.00 68.60274.000Water Supply 70.00031 0.0000.0040.00 74.00074.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 0'-6 47.0454.009Supply5 31'-4½13.067.100Sprinkler201 30'-8 14.638.910Sprinkler202 31'-4½19.3615.603Sprinkler203 5'-0 49.2854 31'-10 7.5498 31'-2 9.5899 31'-2 12.09410 21'-6 20.68811 21'-6 21.08312 21'-6 25.59113 31'-2 9.50832 31'-10 16.75733 © M.E.P.CAD, Inc.10/24/2015 Page 4AutoSPRINK® 12 v12.0.29.0 3:13:42PM Date: 10/24/2015 Job Name: Snowberry Duplex II Remote Area Number: 2W 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 2'-0 31'-10 2'-6 -0.209 0.658 31'-4½0'-6201 8 1 • • • • • Route 1 • • • • •(See Notes) 0.7087 7.10013.06 0.264230 Sprinkler, 13.06 4.9 E(2'-0) 150 12'-0 31'-2 22'-8½ 0.297 1.743 31'-10 10'-8½8 9 1¼(See Notes) 0.9134 7.549 0.07677713.06 2E(3'-0), T(6'-0) 150 6'-0 31'-2 8'-1½2.505 31'-2 2'-1½9 10 1¼(See Notes) 0.9134 9.58914.63 0.308353 Flow (q) from Route 2 27.68 T(6'-0) 150 28'-0 21'-6 42'-4 4.191 4.403 31'-2 14'-410 11 1½(See Notes) 1.1417 12.094 0.10401627.68 3E(4'-0), 2T(8'-0) 150 21'-6 1'-3½0.395 21'-6 1'-3½11 12 1¼ 0.9134 20.688 0.30835327.68 150 28'-0 21'-6 43'-5 -0.009 4.517 21'-6 15'-512 13 1½(See Notes) 1.1417 21.083 0.10401627.68 E(4'-0), 3T(8'-0) 150 32'-0 5'-0 59'-7 7.162 16.532 21'-6 27'-713 4 1½(See Notes) 1.1417 25.59119.36 0.277366 Flow (q) from Route 3 47.04 4E(4'-0), 2T(8'-0), f(-0.000), Gauge 1 150 4'-0 0'-6 10'-0 1.951 2.774 5'-0 6'-04 5 1½(See Notes) 1.1417 49.285 0.27736647.04 f(-0.000), E(4'-0), PRV(-0.000), S 150 5 0.00 Hose Allowance At Source 47.04 Route 1Total(Pt) 54.009 2'-0 31'-2 2'-6 -0.217 0.815 30'-8 0'-6202 32 1 • • • • • Route 2 • • • • •(See Notes) 0.7087 8.91014.63 0.325999 Sprinkler, 14.63 4.9 E(2'-0) 150 31'-2 0'-10½0.081 31'-2 0'-10½32 9 1¼ 0.9134 9.508 0.09472514.63 150 9.589 Total(Pt)Route 2 © M.E.P.CAD, Inc.10/24/2015 Page 5AutoSPRINK® 12 v12.0.29.0 3:13:44PM2W Date: 10/24/2015 Job Name: Snowberry Duplex II Remote Area Number: 2W 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 2'-0 31'-10 2'-6 -0.209 1.364 31'-4½0'-6203 33 1 • • • • • Route 3 • • • • •(See Notes) 0.7087 15.60319.36 0.547406 Sprinkler, 19.36 4.9 E(2'-0) 150 9'-0 21'-6 27'-4½ 4.480 4.354 31'-10 18'-4½33 13 1¼(See Notes) 0.9134 16.757 0.15905919.36 3E(3'-0) 150 25.591 Total(Pt)Route 3 © M.E.P.CAD, Inc.10/24/2015 Page 6AutoSPRINK® 12 v12.0.29.0 3:13:44PM2W Date: 10/24/2015 Job Name: Snowberry Duplex II Remote Area Number: 2W 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.10/24/2015 Page 7AutoSPRINK® 12 v12.0.29.0 3:13:44PM2W