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HomeMy WebLinkAboutF10-0046 SIGNED CALCS 5-16-10 Hydraulic Calculations Location: , , Vail, CO 81620 Project Name: First Chair Drawing Name: 09-3463 Calcs Calculation Date: 6/15/2010 for Design Remote Area Location: Ordinary Group I Area of Application: 1950.00ft² (Actual 1950.93ft²) Coverage per Sprinkler: 128.82ft² Type of sprinklers calculated: 19 Garage Pendent Remote Area Number: #1 Occupancy Classification: No. of sprinklers calculated: Density: 0.150gpm/ft²Volume of Dry or PreAction System: In-rack Demand: Hose Streams: Type of System: at Node: Type: Allowance at Source Dry N/A gpm at Node: N/A250.00 1 Total Water Required (including Hose Streams where applicable): from Supply at Node: 1 624.05 @75.340 Name of Contractor:Excel Fire Protection, Inc. Victoria Hernandez Authority Having JurisdictionLower Valley Fire Protection District Address: Phone Number: Name of designer: 834 21-1/2 Road, , Grand Junction, CO 81505 (970) 434-4803 Name of Contractor:Excel Fire Protection, Inc. Victoria Hernandez Authority Having JurisdictionVail Fire Department Address: Phone Number: Name of designer: 834 21-1/2 Road, Grand Junction, CO 81505, (970) 434-4803 Automatic peaking results L e ft : N/A Right: 75.340 Notes: © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #1 06/15/2010 9:03:59AM Page 1 Upright Debor ah ShanerDigitally signed by Deborah Shaner DN: cn=Deborah Shaner, o=Shaner Life Safety, ou=FPE, email=shanerls@co mcast.net, c=US Date: 2010.07.15 07:13:21 -06'00' Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Ordinary Group I Job Number: 09-3463 Sprinkler 501 21.19 18.00 5.6 14.313 Sprinkler 502 20.63 18.00 5.6 13.567 Sprinkler 503 19.89 18.00 5.6 12.616 Sprinkler 504 18.32 18.00 5.6 10.702 Sprinkler 505 22.04 18.00 5.6 15.494 Sprinkler 506 21.64 18.00 5.6 14.932 Sprinkler 507 19.33 19.33 5.6 11.915 Sprinkler 508 17.23 14.82 5.6 9.461 Sprinkler 509 21.32 17.40 5.6 14.499 Sprinkler 510 18.97 17.40 5.6 11.470 Sprinkler 511 16.73 14.82 5.6 8.921 Sprinkler 512 17.23 15.68 5.6 9.467 Sprinkler 513 21.71 17.40 5.6 15.029 Sprinkler 514 19.35 17.40 5.6 11.943 Sprinkler 515 17.02 16.68 5.6 9.239 Sprinkler 516 23.75 17.40 5.6 17.982 Sprinkler 517 17.29 16.40 5.6 9.532 Sprinkler 518 23.31 17.40 5.6 17.322 Sprinkler 519 17.11 16.40 5.6 9.337 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:07:55AM Page 2 Job Name: First Chair Remote Area Number: #1 Date: 6/15/2010 Node Static @@(psi) Residual (psi) Flow (gpm) Available (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis 1 124.000 81.000 1350.00 113.684 624.05 75.340 Node Analysis Discharge at Notes Node (gpm) Pressure at Node (psi) Node Number Elevation (Foot) Node Type 1 1'-0 Supply 75.340 374.05 501 9'-10½ Sprinkler 14.313 21.19 502 9'-11 Sprinkler 13.567 20.63 503 9'-11 Sprinkler 12.616 19.89 504 9'-10½ Sprinkler 10.702 18.32 505 9'-6 Sprinkler 15.494 22.04 506 9'-6 Sprinkler 14.932 21.64 507 9'-10 Sprinkler 11.915 19.33 508 9'-6 Sprinkler 9.461 17.23 509 9'-6 Sprinkler 14.499 21.32 510 9'-6 Sprinkler 11.470 18.97 511 9'-9½ Sprinkler 8.921 16.73 512 9'-10½ Sprinkler 9.467 17.23 513 9'-6 Sprinkler 15.029 21.71 514 9'-6 Sprinkler 11.943 19.35 515 9'-10½ Sprinkler 9.239 17.02 516 9'-6 Sprinkler 17.982 23.75 517 9'-10½ Sprinkler 9.532 17.29 518 9'-6 Sprinkler 17.322 23.31 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:04:02AM Page 3 Job Name: First Chair Remote Area Number: #1 Date: 6/15/2010 Discharge at Notes Node (gpm) Pressure at Node (psi) Node Number Elevation (Foot) Node Type 519 9'-10½ Sprinkler 9.337 17.11 2 1'-0 75.257 3 1'-0 75.332 25 1'-11 74.795 63 1'-11 63.725 68 9'-6 53.018 127 9'-6 10.034 143 9'-6 9.931 162 9'-6 9.791 198 9'-6 13.104 206 9'-6 10.240 259 9'-6 10.172 260 9'-6 10.000 381 9'-6 11.471 382 9'-6 13.495 383 9'-6 15.785 629 9'-6 15.266 630 9'-6 14.494 631 9'-6 16.376 649 9'-6 17.235 650 9'-6 17.279 652 9'-6 17.450 655 9'-6 17.792 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:04:02AM Page 4 Job Name: First Chair Remote Area Number: #1 Date: 6/15/2010 Discharge at Notes Node (gpm) Pressure at Node (psi) Node Number Elevation (Foot) Node Type 656 9'-6 18.397 658 9'-6 19.381 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:04:02AM Page 5 Date: 6/15/2010 Job Name: First Chair Remote Area Number: #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. Flow added Notes this step Total Flow (Q) Elev 1 (Foot) Elev 2 (Foot) Equiv. Length (Foot) Length (Foot) Fitting (Foot) Pf Friction Loss Per Unit (psi) (q) K-Factor Total (Foot) 7'-0 9'-6 8'-6½ 0.145 1.044 507 9'-10 1'-6½ 198 1 (See • • • • • Route 1 • • • • • Notes) 1.0490 19.33 11.915 0.122181 Sprinkler, 19.33 5.6 E(2'-0), PO(5'-0) 120 9'-6 12'-2 0.391 198 9'-6 12'-2 382 1¼ 1.3800 13.104 0.032134 19.33 120 9'-6 14'-10½ 1.771 382 9'-6 14'-10½ 629 1¼ 1.3800 19.89 13.495 0.118974 Flow (q) from Route 8 39.22 120 6'-0 9'-6 7'-5½ 1.970 629 9'-6 1'-5½ 649 1¼ (See Notes) 1.3800 21.19 15.266 0.264517 Flow (q) from Route 11 60.41 PO(6'-0) 120 9'-6 8'-0 0.043 649 9'-6 8'-0 650 3 3.0680 17.235 0.005404 60.41 120 9'-6 6 7'-4 0.171 650 9'-6 7'-4 652 3 3.0680 72.90 17.279 0.023369 Flow (q) from Route 3 133.30 120 9'-6 8'-8 0.342 652 9'-6 8'-8 655 3 3.0680 43.68 17.450 0.039478 Flow (q) from Route 12 176.99 120 9'-6 8'-0 0.605 655 9'-6 8'-0 656 3 3.0680 74.54 17.792 0.075640 Flow (q) from Route 2 251.53 120 9'-6 8'-0 0.983 656 9'-6 8'-0 658 3 3.0680 75.46 18.397 0.122902 Flow (q) from Route 4 326.99 120 45'-0 9'-6 213'-5 33.637 658 9'-6 168'-5 68 3 (See Notes) 3.0680 19.381 0.157608 374.05 3fE(5'-0), 2PO(15'-0) 120 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #1 06/15/2010 9:04:04AM Page 6 Date: 6/15/2010 Job Name: First Chair Remote Area Number: #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. Flow added Notes this step Total Flow (Q) Elev 1 (Foot) Elev 2 (Foot) Equiv. Length (Foot) Length (Foot) Fitting (Foot) Pf Friction Loss Per Unit (psi) (q) K-Factor Total (Foot) 25'-0 1'-11 31'-2½ 3.288 7.420 68 9'-6 6'-2½ 63 3 (See Notes) 3.0680 53.018 0.157608 374.05 DPV(-2.500), BV(10'-0), PO(15'-0) 120 12'-7 1'-11 15'-4½ 0.000 11.070 63 1'-11 2'-9½ 25 6 (See Notes) 6.3570 63.725 0.004537 374.05 BFP(-11.000), fE(12'-7) 120 10'-0 1'-0 11'-5½ 0.397 0.065 25 1'-11 1'-5½ 2 6 (See Notes) 6.0650 74.795 0.005704 374.05 fE(10'-0), f(-0.000), BOR 120 59'-4½ 1'-0 84'-4½ 0.075 2 1'-0 25'-0 3 8 (See Notes) 8.3900 75.257 0.000883 374.05 T(59'-4½) 140 1'-0 25'-0 0.008 3 1'-0 25'-0 1 10 (See Notes) 10.4000 75.332 0.000310 Supply, 374.05 140 1 250.00 Hose Allowance At Source 624.05 Total(Pt) Route 1 75.340 5'-0 9'-6 5'-4½ 0.172 0.521 515 9'-10½ 0'-4½ 143 1 (See • • • • • Route 2 • • • • • Notes) 1.0490 17.02 9.239 0.096564 Sprinkler, 17.02 5.6 PO(5'-0) 120 9'-6 9'-5½ 0.240 143 9'-6 9'-5½ 259 1¼ 1.3800 9.931 0.025397 17.02 120 4'-0 9'-6 14'-0½ 1.299 259 9'-6 10'-0½ 510 1¼ (See Notes) 1.3800 17.23 10.172 0.092599 Flow (q) from Route 6 34.25 2LtE(2'-0) 120 9'-6 14'-5½ 3.029 510 9'-6 14'-5½ 509 1¼ (See Notes) 1.3800 18.97 11.470 0.209241 Sprinkler 53.22 5.6 120 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #1 06/15/2010 9:04:04AM Page 7 Date: 6/15/2010 Job Name: First Chair Remote Area Number: #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. Flow added Notes this step Total Flow (Q) Elev 1 (Foot) Elev 2 (Foot) Equiv. Length (Foot) Length (Foot) Fitting (Foot) Pf Friction Loss Per Unit (psi) (q) K-Factor Total (Foot) 6'-0 9'-6 8'-5 3.293 509 9'-6 2'-5 655 1¼ (See Notes) 1.3800 21.32 14.499 0.390283 Sprinkler, 74.54 5.6 PO(6'-0) 120 17.792 Total(Pt) Route 2 5'-0 9'-6 5'-5 0.172 0.597 504 9'-10½ 0'-5 381 1 (See • • • • • Route 3 • • • • • Notes) 1.0490 18.32 10.702 0.110632 Sprinkler, 18.32 5.6 PO(5'-0) 120 9'-6 14'-11 3.023 381 9'-6 14'-11 630 1¼ 1.3800 33.95 11.471 0.202409 Flow (q) from Route 7 52.27 120 6'-0 9'-6 7'-5 2.785 630 9'-6 1'-5 650 1¼ (See Notes) 1.3800 20.63 14.494 0.374511 Flow (q) from Route 10 72.90 PO(6'-0) 120 17.279 Total(Pt) Route 3 5'-0 9'-6 5'-4½ 0.172 0.526 519 9'-10½ 0'-4½ 127 1 (See • • • • • Route 4 • • • • • Notes) 1.0490 17.11 9.337 0.097510 Sprinkler, 17.11 5.6 PO(5'-0) 120 9'-6 8'-0 0.205 127 9'-6 8'-0 206 1¼ 1.3800 10.034 0.025646 17.11 120 4'-0 9'-6 18'-3 1.704 206 9'-6 14'-3 514 1¼ (See Notes) 1.3800 17.29 10.240 0.093343 Flow (q) from Route 5 34.40 2LtE(2'-0) 120 9'-6 14'-5½ 3.086 514 9'-6 14'-5½ 513 1¼ (See Notes) 1.3800 19.35 11.943 0.213154 Sprinkler 53.75 5.6 120 6'-0 9'-6 8'-5 3.369 513 9'-6 2'-5 656 1¼ (See Notes) 1.3800 21.71 15.029 0.399254 Sprinkler, 75.46 5.6 PO(6'-0) 120 18.397 Total(Pt) Route 4 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #1 06/15/2010 9:04:04AM Page 8 Date: 6/15/2010 Job Name: First Chair Remote Area Number: #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. Flow added Notes this step Total Flow (Q) Elev 1 (Foot) Elev 2 (Foot) Equiv. Length (Foot) Length (Foot) Fitting (Foot) Pf Friction Loss Per Unit (psi) (q) K-Factor Total (Foot) 5'-0 9'-6 5'-4½ 0.172 0.536 517 9'-10½ 0'-4½ 206 1 (See • • • • • Route 5 • • • • • Notes) 1.0490 17.29 9.532 0.099393 Sprinkler, 17.29 5.6 PO(5'-0) 120 10.240 Total(Pt) Route 5 5'-0 9'-6 5'-4½ 0.172 0.533 512 9'-10½ 0'-4½ 259 1 (See • • • • • Route 6 • • • • • Notes) 1.0490 17.23 9.467 0.098769 Sprinkler, 17.23 5.6 PO(5'-0) 120 10.172 Total(Pt) Route 6 7'-0 9'-6 7'-10½ 0.135 0.734 511 9'-9½ 0'-10½ 162 1 (See • • • • • Route 7 • • • • • Notes) 1.0490 16.73 8.921 0.093490 Sprinkler, 16.73 5.6 E(2'-0), PO(5'-0) 120 9'-6 8'-6 0.209 162 162 9'-6 8'-6 260 1¼ 1.3800 9.791 0.024588 16.73 120 4'-0 9'-6 16'-1½ 1.471 260 9'-6 12'-1½ 381 1¼ (See Notes) 1.3800 17.23 10.000 0.091103 Flow (q) from Route 9 33.95 2LtE(2'-0) 120 11.471 Total(Pt) Route 7 5'-0 9'-6 5'-5 0.181 0.698 503 9'-11 0'-5 382 1 (See • • • • • Route 8 • • • • • Notes) 1.0490 19.89 12.616 0.128822 Sprinkler, 19.89 5.6 PO(5'-0) 120 13.495 Total(Pt) Route 8 5'-11½ 9'-6 6'-6 0.539 508 9'-6 0'-6½ 260 1 (See • • • • • Route 9 • • • • • Notes) 1.0870 17.23 9.461 0.083009 Sprinkler, 17.23 5.6 PO(5'-11½) 120 10.000 Total(Pt) Route 9 5'-0 9'-6 5'-5 0.181 0.746 502 9'-11 0'-5 630 1 (See • • • • • Route 10 • • • • • Notes) 1.0490 20.63 13.567 0.137772 Sprinkler, 20.63 5.6 PO(5'-0) 120 14.494 Total(Pt) Route 10 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #1 06/15/2010 9:04:04AM Page 9 Date: 6/15/2010 Job Name: First Chair Remote Area Number: #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. Flow added Notes this step Total Flow (Q) Elev 1 (Foot) Elev 2 (Foot) Equiv. Length (Foot) Length (Foot) Fitting (Foot) Pf Friction Loss Per Unit (psi) (q) K-Factor Total (Foot) 5'-0 9'-6 5'-5 0.172 0.781 501 9'-10½ 0'-5 629 1 (See • • • • • Route 11 • • • • • Notes) 1.0490 21.19 14.313 0.144767 Sprinkler, 21.19 5.6 PO(5'-0) 120 15.266 Total(Pt) Route 11 5'-0 9'-6 5'-8 0.853 506 9'-6 0'-8 383 1 (See • • • • • Route 12 • • • • • Notes) 1.0490 21.64 14.932 0.150549 Sprinkler, 21.64 5.6 PO(5'-0) 120 9'-6 14'-11 0.591 383 9'-6 14'-11 631 1¼ 1.3800 15.785 0.039595 21.64 120 6'-0 9'-6 7'-4½ 1.074 631 9'-6 1'-4½ 652 1¼ (See Notes) 1.3800 22.04 16.376 0.145211 Flow (q) from Route 13 43.68 PO(6'-0) 120 17.450 Total(Pt) Route 12 5'-0 9'-6 5'-8 0.883 505 9'-6 0'-8 631 1 (See • • • • • Route 13 • • • • • Notes) 1.0490 22.04 15.494 0.155780 Sprinkler, 22.04 5.6 PO(5'-0) 120 16.376 Total(Pt) Route 13 9'-6 14'-6 0.659 518 9'-6 14'-6 516 1¼ (See • • • • • Route 14 • • • • • Notes) 1.3800 23.31 17.322 0.045425 Sprinkler 23.31 5.6 120 6'-0 9'-6 8'-4½ 1.399 516 9'-6 2'-4½ 658 1¼ (See Notes) 1.3800 23.75 17.982 0.166627 Sprinkler, 47.05 5.6 PO(6'-0) 120 19.381 Total(Pt) Route 14 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #1 06/15/2010 9:04:04AM Page 10 Date: 6/15/2010 Job Name: First Chair Remote Area Number: #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 Connectio 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 Actual Inside Diameter 100 Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #1 06/15/2010 9:04:04AM Page 11 Hydraulic Graph Supply Node: 1 Job Name: First Chair Remote Area Number: #1 Date: 6/15/2010 Summary Sheet N 1.85 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:04:05AM Page 12 Hydraulic Graph BOR Job Name: First Chair Remote Area Number: #1 Date: 6/15/2010 Summary Sheet N 1.85 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:04:05AM Page 13 Hydraulic Calculations Location: , , Vail, CO 81620 Project Name: First Chair Drawing Name: 09-3463 Calcs Calculation Date: 6/15/2010 for Design Remote Area Location: Light Hazard Area of Application: 300.00ft² (Actual 567.07ft²) Coverage per Sprinkler: 256.67ft² Type of sprinklers calculated: 4Unit 410 Pendent Remote Area Number: #2 Occupancy Classification: No. of sprinklers calculated: Density: 0.100gpm/ft²Volume of Dry or PreAction System: In-rack Demand: Hose Streams: Type of System: at Node: Type: Allowance at Source Wet N/A gpm at Node: N/A100.00 1 Total Water Required (including Hose Streams where applicable): from Supply at Node: 1 213.08 @106.121 Name of Contractor:Excel Fire Protection, Inc. Victoria Hernandez Authority Having JurisdictionLower Valley Fire Protection District Address: Phone Number: Name of designer: 834 21-1/2 Road, , Grand Junction, CO 81505 (970) 434-4803 Name of Contractor:Excel Fire Protection, Inc. Victoria Hernandez Authority Having JurisdictionVail Fire Department Address: Address: Phone Number: Name of designer: 834 21-1/2 Road, Grand Junction, CO 81505, (970) 434-4803 Automatic peaking results L e ft : N/A R i g h t : N/A Notes: © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #2 06/15/2010 9:13:09AM Page 1 Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Light Hazard Job Number: 09-3463 Sprinkler 101 29.52 25.67 4.9 36.294 Sprinkler 102 29.14 20.65 4.9 35.366 Sprinkler 103 28.75 18.07 4.9 34.431 Sprinkler 104 25.67 25.67 4.9 27.445 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:14:07AM Page 2 Job Name: First Chair Remote Area Number: #2 Date: 6/15/2010 Node Static @@(psi) Residual (psi) Flow (gpm) Available (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis 1 124.000 81.000 1350.00 122.587 213.08 106.121 Node Analysis Discharge at Notes Node (gpm) Pressure at Node (psi) Node Number Elevation (Foot) Node Type 1 1'-0 Supply 106.121 113.08 101 39'-5 Sprinkler 36.294 29.52 102 39'-5½ Sprinkler 35.366 29.14 103 39'-5½ Sprinkler 34.431 28.75 104 39'-5½ Sprinkler 27.445 25.67 2 1'-0 106.112 3 1'-0 106.120 25 1'-11 105.707 79 1'-11 94.699 84 9'-0 91.015 791 9'-0 89.812 796 38'-1½ 77.020 1324 40'-1 44.239 1325 40'-1 37.936 1329 40'-1 36.458 1389 40'-1 43.783 1390 40'-1 38.132 1394 40'-1 35.970 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:13:12AM Page 3 Date: 6/15/2010 Job Name: First Chair Remote Area Number: #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. Flow added Notes this step Total Flow (Q) Elev 1 (Foot) Elev 2 (Foot) Equiv. Length (Foot) Length (Foot) Fitting (Foot) Pf Friction Loss Per Unit (psi) (q) K-Factor Total (Foot) 3'-0 40'-1 16'-6½ -0.262 9.275 104 39'-5½ 13'-6½ 1329 0¾ (See • • • • • Route 1 • • • • • Notes) 0.7850 25.67 27.445 0.560780 Sprinkler, 25.67 4.9 2E(1'-0), 2Tr(0'-6) 150 0'-6 40'-1 9'-8 1.478 1329 40'-1 9'-2 1325 1 (See Notes) 1.0250 36.458 0.152962 25.67 Tr(0'-6) 150 2'-0 40'-1 10'-0 6.303 1325 40'-1 8'-0 1324 1 (See Notes) 1.0250 29.52 37.936 0.630356 Flow (q) from Route 2 55.19 PO(2'-0) 150 60'-9 38'-1½ 252'-1 0.849 31.933 1324 40'-1 191'-4 796 2 (See Notes) 2.0670 57.89 44.239 0.117957 Flow (q) from Route 3 113.08 6fEE(1'-9½), 3PO(10'-0), 4fE(3'-6), f(-0.000), CV(-2.200), BV(6'-0) 120 6'-9½ 9'-0 35'-11 12.626 0.165 796 38'-1½ 29'-1½ 791 4 (See Notes) 4.0260 77.020 0.004589 113.08 fE(6'-9½) 120 61'-2½ 9'-0 262'-2½ -0.000 1.203 791 9'-0 201'-0 84 4 (See Notes) 4.0260 89.812 0.004589 113.08 8fE(6'-9½), 2fEE(3'-5) 120 26'-4 1'-11 32'-5½ 3.071 0.613 84 9'-0 6'-1½ 79 4 (See Notes) 4.2600 91.015 0.003485 113.08 2f(-0.000), CV(-0.500), PO(26'-4) 120 12'-7 1'-11 16'-4½ 0.000 11.008 79 1'-11 3'-9½ 25 6 (See Notes) 6.3570 94.699 0.000496 113.08 BFP(-11.000), fE(12'-7) 120 10'-0 1'-0 11'-5½ 0.397 0.007 25 1'-11 1'-5½ 2 6 (See Notes) 6.0650 105.707 0.000624 113.08 fE(10'-0), f(-0.000), BOR 120 59'-4½ 1'-0 84'-4½ 0.008 2 1'-0 25'-0 3 8 (See Notes) 8.3900 106.112 0.000097 113.08 T(59'-4½) 140 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #2 06/15/2010 9:13:13AM Page 4 Date: 6/15/2010 Job Name: First Chair Remote Area Number: #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. Flow added Notes this step Total Flow (Q) Elev 1 (Foot) Elev 2 (Foot) Equiv. Length (Foot) Length (Foot) Fitting (Foot) Pf Friction Loss Per Unit (psi) (q) K-Factor Total (Foot) 1'-0 25'-0 0.001 3 1'-0 25'-0 1 10 (See Notes) 10.4000 106.120 0.000034 Supply, 113.08 140 1 100.00 Hose Allowance At Source 213.08 Total(Pt) Route 1 106.121 2'-0 40'-1 2'-8 -0.280 1.921 101 39'-5 0'-8 1325 0¾ (See • • • • • Route 2 • • • • • Notes) 0.7850 29.52 36.294 0.726222 Sprinkler, 29.52 4.9 T(2'-0) 150 37.936 Total(Pt) Route 2 3'-0 40'-1 4'-3½ -0.262 3.028 102 39'-5½ 1'-3½ 1390 0¾ (See • • • • • Route 3 • • • • • Notes) 0.7850 29.14 35.366 0.709014 Sprinkler, 29.14 4.9 E(1'-0), T(2'-0) 150 2'-0 40'-1 8'-2½ 5.652 1390 40'-1 6'-2½ 1389 1 (See Notes) 1.0250 38.132 0.688635 57.89 PO(2'-0) 150 40'-1 13'-4 0.455 1389 40'-1 13'-4 1324 2 2.0670 43.783 0.034181 57.89 120 44.239 Total(Pt) Route 3 2'-0 40'-1 2'-7½ -0.262 1.801 103 39'-5½ 0'-7½ 1394 0¾ (See • • • • • Route 4 • • • • • Notes) 0.7850 28.75 34.431 0.691666 Sprinkler, 28.75 4.9 T(2'-0) 150 0'-6 40'-1 11'-5½ 2.161 1394 40'-1 10'-11½ 1390 1 (See Notes) 1.0250 35.970 0.188663 28.75 Tr(0'-6) 150 38.132 Total(Pt) Route 4 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #2 06/15/2010 9:13:13AM Page 5 Date: 6/15/2010 Job Name: First Chair Remote Area Number: #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 Connectio 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 Actual Inside Diameter 100 Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #2 06/15/2010 9:13:13AM Page 6 Hydraulic Graph Supply Node: 1 Job Name: First Chair Remote Area Number: #2 Date: 6/15/2010 Summary Sheet N 1.85 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:13:14AM Page 7 Hydraulic Graph BOR Job Name: First Chair Remote Area Number: #2 Date: 6/15/2010 Summary Sheet N 1.85 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:13:14AM Page 8 Hydraulic Calculations Location: , , Vail, CO 81620 Project Name: First Chair Drawing Name: 09-3463 Calcs Calculation Date: 6/15/2010 for Design Remote Area Location: Light Hazard Area of Application: 300.00ft² (Actual 567.07ft²) Coverage per Sprinkler: 259.72ft² Type of sprinklers calculated: 4Unit 510 Pendent Remote Area Number: #3 Occupancy Classification: No. of sprinklers calculated: Density: 0.100gpm/ft²Volume of Dry or PreAction System: In-rack Demand: Hose Streams: Type of System: at Node: Type: Allowance at Source Wet N/A gpm at Node: N/A100.00 1 Total Water Required (including Hose Streams where applicable): from Supply at Node: 1 207.30 @82.392 Name of Contractor:Excel Fire Protection, Inc. Victoria Hernandez Authority Having JurisdictionLower Valley Fire Protection District Address: Phone Number: Name of designer: 834 21-1/2 Road, , Grand Junction, CO 81505 (970) 434-4803 Name of Contractor:Excel Fire Protection, Inc. Victoria Hernandez Authority Having JurisdictionVail Fire Department Address: Phone Number: Name of designer: 834 21-1/2 Road, Grand Junction, CO 81505, (970) 434-4803 Automatic peaking results Left: 82.392 Right: 82.392 Notes: © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #3 06/15/2010 9:18:23AM Page 1 Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Light Hazard Job Number: 09-3463 Sprinkler 201 27.59 25.97 4.9 31.706 Sprinkler 202 27.05 20.78 4.9 30.479 Sprinkler 203 26.69 19.37 4.9 29.664 Sprinkler 204 25.97 25.97 4.9 28.090 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:18:25AM Page 2 Job Name: First Chair Remote Area Number: #3 Date: 6/15/2010 Node Static @@(psi) Residual (psi) Flow (gpm) Available (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis 1 124.000 81.000 1350.00 122.657 207.30 82.392 Node Analysis Discharge at Notes Node (gpm) Pressure at Node (psi) Node Number Elevation (Foot) Node Type 1 1'-0 Supply 82.392 107.30 201 48'-11½ Sprinkler 31.706 27.59 202 49'-0 Sprinkler 30.479 27.05 203 49'-0 Sprinkler 29.664 26.69 204 49'-0 Sprinkler 28.090 25.97 2 1'-0 82.384 3 1'-0 82.391 25 1'-11 81.980 79 1'-11 70.972 84 9'-0 67.299 791 9'-0 66.207 906 47'-7½ 49.206 1314 49'-7½ 43.089 1315 49'-7½ 32.758 1381 49'-7½ 43.033 1382 49'-7½ 33.535 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:18:26AM Page 3 Date: 6/15/2010 Job Name: First Chair Remote Area Number: #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. Flow added Notes this step Total Flow (Q) Elev 1 (Foot) Elev 2 (Foot) Equiv. Length (Foot) Length (Foot) Fitting (Foot) Pf Friction Loss Per Unit (psi) (q) K-Factor Total (Foot) 4'-0 49'-7½ 23'-4½ -0.262 4.930 204 49'-0 19'-4½ 1315 1 (See • • • • • Route 1 • • • • • Notes) 1.0490 25.97 28.090 0.210984 Sprinkler, 25.97 4.9 2E(2'-0) 120 5'-0 49'-7½ 12'-10 -0.000 10.331 1315 49'-7½ 7'-10 1314 1 (See Notes) 1.0490 27.59 32.758 0.805093 Flow (q) from Route 2 53.56 PO(5'-0) 120 78'-0 47'-7½ 271'-8 0.867 5.249 1314 49'-7½ 193'-8 906 3 (See Notes) 3.0680 53.74 43.089 0.015642 Flow (q) from Route 3 107.30 2T(15'-0), fT(13'-0), 2fE(5'-0), CV(-1.000), 2f(-0.000), BV(10'-0), PO(15'-0) 120 20'-5 9'-0 61'-6½ 16.745 0.256 0.256 906 47'-7½ 41'-1½ 791 4 (See Notes) 4.0260 49.206 0.004164 107.30 3fE(6'-9½) 120 61'-2½ 9'-0 262'-2½ -0.000 1.092 791 9'-0 201'-0 84 4 (See Notes) 4.0260 66.207 0.004164 107.30 8fE(6'-9½), 2fEE(3'-5) 120 26'-4 1'-11 32'-5½ 3.071 0.603 84 9'-0 6'-1½ 79 4 (See Notes) 4.2600 67.299 0.003163 107.30 2f(-0.000), CV(-0.500), PO(26'-4) 120 12'-7 1'-11 16'-4½ 0.000 11.007 79 1'-11 3'-9½ 25 6 (See Notes) 6.3570 70.972 0.000450 107.30 BFP(-11.000), fE(12'-7) 120 10'-0 1'-0 11'-5½ 0.397 0.006 25 1'-11 1'-5½ 2 6 (See Notes) 6.0650 81.980 0.000566 107.30 fE(10'-0), f(-0.000), BOR 120 59'-4½ 1'-0 84'-4½ 0.007 2 1'-0 25'-0 3 8 (See Notes) 8.3900 82.384 0.000088 107.30 T(59'-4½) 140 1'-0 25'-0 0.001 3 1'-0 25'-0 1 10 (See Notes) 10.4000 82.391 0.000031 Supply, 107.30 140 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #3 06/15/2010 9:18:28AM Page 4 Date: 6/15/2010 Job Name: First Chair Remote Area Number: #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. Flow added Notes this step Total Flow (Q) Elev 1 (Foot) Elev 2 (Foot) Equiv. Length (Foot) Length (Foot) Fitting (Foot) Pf Friction Loss Per Unit (psi) (q) K-Factor Total (Foot) 1 100.00 Hose Allowance At Source 207.30 Total(Pt) Route 1 82.392 5'-0 49'-7½ 5'-7½ -0.280 1.332 201 48'-11½ 0'-7½ 1315 1 (See • • • • • Route 2 • • • • • Notes) 1.0490 27.59 31.706 0.235991 Sprinkler, 27.59 4.9 T(5'-0) 120 32.758 Total(Pt) Route 2 12'-0 49'-7½ 14'-7 -0.262 3.318 202 49'-0 2'-7 1382 1 (See • • • • • Route 3 • • • • • Notes) 1.0490 27.05 30.479 0.227531 Sprinkler, 27.05 4.9 E(2'-0), 2T(5'-0) 120 5'-0 49'-7½ 11'-8½ 9.499 1382 49'-7½ 6'-8½ 1381 1 (See Notes) 1.0490 33.535 0.810066 53.74 PO(5'-0) 120 49'-7½ 12'-10 0.056 0.056 1381 49'-7½ 12'-10 1314 3 3.0680 43.033 0.004352 53.74 120 43.089 Total(Pt) Route 3 7'-0 49'-7½ 18'-7½ -0.262 4.133 203 49'-0 11'-7½ 1382 1 (See • • • • • Route 4 • • • • • Notes) 1.0490 26.69 29.664 0.221897 Sprinkler, 26.69 4.9 E(2'-0), T(5'-0) 120 33.535 Total(Pt) Route 4 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #3 06/15/2010 9:18:28AM Page 5 Date: 6/15/2010 Job Name: First Chair Remote Area Number: #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 Connectio 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 Actual Inside Diameter 100 Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #3 06/15/2010 9:18:28AM Page 6 Hydraulic Graph Supply Node: 1 Job Name: First Chair Remote Area Number: #3 Date: 6/15/2010 Summary Sheet N 1.85 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:18:29AM Page 7 Hydraulic Graph BOR Job Name: First Chair Remote Area Number: #3 Date: 6/15/2010 Summary Sheet N 1.85 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:18:29AM Page 8 Hydraulic Calculations Location: , , Vail, CO 81620 Project Name: First Chair Drawing Name: 09-3463 Calcs Calculation Date: 6/15/2010 for Design Remote Area Location: Light Hazard Area of Application: 300.00ft² (Actual 567.07ft²) Coverage per Sprinkler: 259.72ft² Type of sprinklers calculated: 4Unit 510 Pendent Remote Area Number: #3 Occupancy Classification: No. of sprinklers calculated: Density: 0.100gpm/ft²Volume of Dry/PreAction/Antifreeze/OtherAgent System In-rack Demand: Hose Streams: Type of System: at Node: Type: Allowance at Source Wet N/A gpm at Node: N/A100.00 1 240.01gal Total Water Required (including Hose Streams where applicable): from Supply at Node: 1 209.79 @102.147 Name of Contractor:Excel Fire Protection, Inc. Victoria Hernandez Authority Having JurisdictionVail Fire Department Address: Phone Number: Name of designer: 834 21-1/2 Road, Grand Junction, CO 81505, (970) 434-4803 Automatic peaking results Left: 102.147 Right: 102.147 Darcy-Weisbach Calculation: Description: Water/Antifreeze @0°F/-18°C, 50% Propylene Glycol by weight Product Name: Antifreeze solution in pipes within or passing through: Cold Areas: Warm Areas: Density: 66.049lb/ft³ Density: 65.112lb/ft³ Viscosity: 70.000cP Viscosity: 7.000cP NFPA Suggested Aged Pipe Roughness is being applied. Darcy-Weisbach equations are being used because the system requires special design considerations. The Darcy-Weisbach formula used in this hydraulic calculation to determine fluid/agent friction loss is: P = 0.000216 fLp(Q^2)/(d^5) Friction Loss factors are derived from the Moody Diagram. Reynolds Number is calculated using: Re=Q/d/k Relative Roughness of Pipe is: e/D K-Factors for Sprinkler Heads are adjusted based on the density of the fluid being discharged (Bernoulli-based formula). C-Factors are not relevant to this type of calculation. These are replaced with the Roughness e-value for the pipe. © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #3 06/15/2010 9:36:24AM Page 1 Darcy-Weisbach Calculation Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Light Hazard Job Number: 09-3463 Sprinkler 201 28.77 25.97 4.76 36.502 Sprinkler 202 27.85 20.78 4.76 34.182 Sprinkler 203 27.20 19.37 4.76 32.620 Sprinkler 204 25.97 25.97 4.76 29.733 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:36:26AM Page 2 Job Name: First Chair Remote Area Number: #3 Date: 6/15/2010 Node Static @@(psi) Residual (psi) Flow (gpm) Available (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis 1 124.000 81.000 1350.00 122.962 209.79 102.147 Node Analysis Discharge at Darcy-Weisbach Calculation Node (gpm) Pressure at Node (psi) Node Number Elevation (Foot) Node Type 1 1'-0 Supply 102.147 109.79 201 48'-11½ Sprinkler 36.502 28.77 202 49'-0 Sprinkler 34.182 27.85 203 49'-0 Sprinkler 32.620 27.20 204 49'-0 Sprinkler 29.733 25.97 2 1'-0 102.142 3 1'-0 102.146 25 1'-11 101.740 79 1'-11 90.735 84 9'-0 87.081 791 9'-0 86.329 906 47'-7½ 69.406 974 47'-7½ 68.065 1314 49'-7½ 61.306 1315 49'-7½ 38.785 1381 49'-7½ 61.226 1382 49'-7½ 40.418 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:36:27AM Page 3 Date: 6/15/2010 Job Name: First Chair Remote Area Number: #3 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C-Factor or Roughness 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. Flow added Darcy-Weisbach Calculation this step Total Flow (Q) Elev 1 (Foot) Elev 2 (Foot) Equiv. Length (Foot) Length (Foot) Fitting (Foot) Pf Friction Loss Per Unit (psi) (q) K-Factor Total (Foot) 4'-0 49'-7½ 23'-4½ -0.262 9.314 204 49'-0 19'-4½ 1315 1 (See • • • • • Route 1 • • • • • Notes) 1.0490 25.97 29.733 0.409678 Sprinkler, 25.97 4.76 (adj) 2E(2'-0) 0.004" 5'-0 49'-7½ 12'-10 -0.000 22.521 1315 49'-7½ 7'-10 1314 1 (See Notes) 1.0490 28.77 38.785 1.755083 Flow (q) from Route 2 54.74 PO(5'-0) 0.004" 53'-0 47'-7½ 244'-4½ 0.867 5.892 1314 49'-7½ 191'-4½ 974 3 (See Notes) 3.0680 55.05 61.306 0.024935 Flow (q) from Route 3 109.79 2T(15'-0), fT(13'-0), 2fE(5'-0) 0.004" 25'-0 47'-7½ 27'-4 1.341 1.341 974 47'-7½ 2'-4 906 3 (See Notes) 3.0680 68.065 0.013822 109.79 CV(-1.000), 2f(-0.000), BV(10'-0), PO(15'-0) 0.048" 20'-5 9'-0 61'-6½ 16.745 0.179 906 47'-7½ 41'-1½ 791 4 (See Notes) 4.0260 69.406 0.002902 109.79 3fE(6'-9½) 0.004" 61'-2½ 9'-0 262'-2½ -0.000 0.752 791 9'-0 201'-0 84 4 (See Notes) 4.0260 86.329 0.002902 109.79 8fE(6'-9½), 2fEE(3'-5) 0.004" 26'-4 1'-11 32'-5½ 3.071 0.582 84 9'-0 6'-1½ 79 4 (See Notes) 4.2600 87.081 0.002209 109.79 2f(-0.000), CV(-0.500), PO(26'-4) 0.004" 12'-7 1'-11 16'-4½ 0.000 11.005 79 1'-11 3'-9½ 25 6 (See Notes) 6.3570 90.735 0.000322 109.79 BFP(-11.000), fE(12'-7) 0.004" 10'-0 1'-0 11'-5½ 0.397 0.005 25 1'-11 1'-5½ 2 6 (See Notes) 6.0650 101.740 0.000449 109.79 fE(10'-0), f(-0.000), BOR 0.048" 59'-4½ 1'-0 84'-4½ 0.004 2 1'-0 25'-0 3 8 (See Notes) 8.3900 102.142 0.000052 109.79 T(59'-4½) 0.004" © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #3 06/15/2010 9:36:29AM Page 4 Date: 6/15/2010 Job Name: First Chair Remote Area Number: #3 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C-Factor or Roughness 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. Flow added Darcy-Weisbach Calculation this step Total Flow (Q) Elev 1 (Foot) Elev 2 (Foot) Equiv. Length (Foot) Length (Foot) Fitting (Foot) Pf Friction Loss Per Unit (psi) (q) K-Factor Total (Foot) 1'-0 25'-0 0.001 3 1'-0 25'-0 1 10 (See Notes) 10.4000 102.146 0.000031 Supply, 109.79 0.004" 1 100.00 Hose Allowance At Source 209.79 Total(Pt) Route 1 102.147 5'-0 49'-7½ 5'-7½ -0.280 2.563 201 48'-11½ 0'-7½ 1315 1 (See • • • • • Route 2 • • • • • Notes) 1.0490 28.77 36.502 0.453926 Sprinkler, 28.77 4.76 (adj) T(5'-0) 0.004" 38.785 Total(Pt) Route 2 12'-0 49'-7½ 14'-7 -0.262 6.498 202 49'-0 2'-7 1382 1 (See • • • • • Route 3 • • • • • Notes) 1.0490 27.85 34.182 0.439263 Sprinkler, 27.85 4.76 (adj) adj) E(2'-0), 2T(5'-0) 0.004" 5'-0 49'-7½ 11'-8½ 20.807 1382 49'-7½ 6'-8½ 1381 1 (See Notes) 1.0490 40.418 1.774527 55.05 PO(5'-0) 0.004" 49'-7½ 12'-10 0.080 1381 49'-7½ 12'-10 1314 3 3.0680 61.226 0.006268 55.05 0.004" 61.306 Total(Pt) Route 3 7'-0 49'-7½ 18'-7½ -0.262 8.060 203 49'-0 11'-7½ 1382 1 (See • • • • • Route 4 • • • • • Notes) 1.0490 27.20 32.620 0.429112 Sprinkler, 27.20 4.76 (adj) E(2'-0), T(5'-0) 0.004" 40.418 Total(Pt) Route 4 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #3 06/15/2010 9:36:29AM Page 5 Date: 6/15/2010 Job Name: First Chair Remote Area Number: #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 Connectio 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 Actual Inside Diameter 100 Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor Darcy-Weisbach Formula: K-Factor conversion formula: © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #3 06/15/2010 9:36:29AM Page 6 Hydraulic Graph Supply Node: 1 Job Name: First Chair Remote Area Number: #3 Date: 6/15/2010 Summary Sheet N 1.85 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:36:30AM Page 7 Hydraulic Graph BOR Job Name: First Chair Remote Area Number: #3 Date: 6/15/2010 Summary Sheet N 1.85 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:36:30AM Page 8 Hydraulic Calculations Location: , , Vail, CO 81620 Project Name: First Chair Drawing Name: 09-3463 Calcs Calculation Date: 6/15/2010 for Design Remote Area Location: Light Hazard Area of Application: 1500.00ft² (Actual 1693.66ft²) Coverage per Sprinkler: 360.00ft² Type of sprinklers calculated: 7Attic Pendent Remote Area Number: #4 Occupancy Classification: No. of sprinklers calculated: Density: 0.100gpm/ft²Volume of Dry or PreAction System: In-rack Demand: Hose Streams: Type of System: at Node: Type: Allowance at Source Wet/Antifreeze N/A gpm at Node: N/A100.00 1 Total Water Required (including Hose Streams where applicable): from Supply at Node: 1 342.51@90.7 Name of Contractor:Excel Fire Protection, Inc. Victoria Hernandez Authority Having JurisdictionVail Fire Department Address: Phone Number: Name of designer: 834 21-1/2 Road, Grand Junction, CO 81505, (970) 434-4803 Automatic peaking results Left: 90.7 Right: 90.7 Notes: © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #4 06/15/2010 9:27:13AM Page 1 Upright Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Light Hazard Job Number: 09-3463 Sprinkler 301 38.38 38.00 8 23.0 Sprinkler 302 38.41 38.00 8 23.0 Sprinkler 303 38.14 38.00 8 22.7 Sprinkler 304 38.03 38.00 8 22.6 Sprinkler 305 38.00 38.00 8 22.6 Sprinkler 306 26.88 14.82 5.6 23.0 Sprinkler 307 24.67 14.82 5.6 19.4 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:27:44AM Page 2 Job Name: First Chair Remote Area Number: #4 Date: 6/15/2010 Node Static @@(psi) Residual (psi) Flow (gpm) Available (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis 1 124.0 81.0 1350.00 120.6 342.51 90.7 Node Analysis Discharge at Notes Node (gpm) Pressure at Node (psi) Node Number Elevation (Foot) Node Type 1 1'-0 Supply 90.7 242.51 301 62'-11½ Sprinkler 23.0 38.38 302 62'-11½ Sprinkler 23.0 38.41 303 62'-11½ Sprinkler 22.7 38.14 304 62'-11½ Sprinkler 22.6 38.03 305 62'-11½ Sprinkler 22.6 38.00 306 53'-5½ Sprinkler 23.0 26.88 307 54'-11 Sprinkler 19.4 24.67 2 1'-0 90.6 3 1'-0 90.7 25 1'-11 90.2 79 1'-11 79.2 84 9'-0 75.1 791 9'-0 70.2 906 47'-7½ 52.3 1074 49'-7½ 34.0 1152 49'-7½ 33.4 1154 62'-11½ 23.4 1273 49'-7½ 33.4 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:27:15AM Page 3 Date: 6/15/2010 Job Name: First Chair Remote Area Number: #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. Flow added Notes this step Total Flow (Q) Elev 1 (Foot) Elev 2 (Foot) Equiv. Length (Foot) Length (Foot) Fitting (Foot) Pf Friction Loss Per Unit (psi) (q) K-Factor Total (Foot) 62'-11½ 5'-8 0.0 305 62'-11½ 5'-8 304 2½ (See • • • • • Route 1 • • • • • Notes) 2.4690 38.00 22.6 0.006602 Sprinkler 38.00 8 120 62'-11½ 5'-8 0.1 304 62'-11½ 5'-8 303 2½ (See Notes) 2.4690 38.03 22.6 0.023818 Sprinkler 76.03 8 120 12'-0 62'-11½ 13'-10 0.7 303 62'-11½ 1'-10 1154 2½ (See Notes) 2.4690 38.14 22.7 0.050535 Sprinkler, 114.18 8 PO(12'-0) 120 16'-3½ 49'-7½ 31'-10½ 5.8 4.2 1154 62'-11½ 15'-7 1152 2½ (See Notes) 2.4690 76.78 23.4 0.130865 Flow (q) from Route 2 190.96 fE(4'-3½), PO(12'-0) 120 49'-7½ 11'-0 0.6 1152 49'-7½ 11'-11'-0 1074 3 3.0680 24.67 33.4 0.056888 Flow (q) from Route 3 215.63 120 78'-0 47'-7½ 232'-1 0.9 17.4 1074 49'-7½ 154'-1 906 3 (See Notes) 3.0680 34.0 0.070697 242.51 2T(15'-0), fT(13'-0), 2fE(5'-0), CV(-1.0), 2f(-0.0), BV(10'-0), PO(15'-0) 120 20'-5 9'-0 61'-6½ 16.7 1.2 906 47'-7½ 41'-1½ 791 4 (See Notes) 4.0260 52.3 0.018821 242.51 3fE(6'-9½) 120 61'-2½ 9'-0 262'-2½ -0.0 4.9 791 9'-0 201'-0 84 4 (See Notes) 4.0260 70.2 0.018821 242.51 8fE(6'-9½), 2fEE(3'-5) 120 26'-4 1'-11 32'-5½ 3.1 1.0 84 9'-0 6'-1½ 79 4 (See Notes) 4.2600 75.1 0.014294 242.51 2f(-0.0), CV(-0.5), PO(26'-4) 120 12'-7 1'-11 16'-4½ 0.0 11.0 79 1'-11 3'-9½ 25 6 (See Notes) 6.3570 79.2 0.002035 242.51 BFP(-11.0), fE(12'-7) 120 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #4 06/15/2010 9:27:17AM Page 4 Date: 6/15/2010 Job Name: First Chair Remote Area Number: #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. Flow added Notes this step Total Flow (Q) Elev 1 (Foot) Elev 2 (Foot) Equiv. Length (Foot) Length (Foot) Fitting (Foot) Pf Friction Loss Per Unit (psi) (q) K-Factor Total (Foot) 10'-0 1'-0 11'-5½ 0.4 0.0 25 1'-11 1'-5½ 2 6 (See Notes) 6.0650 90.2 0.002559 242.51 fE(10'-0), f(-0.0), BOR 120 59'-4½ 1'-0 84'-4½ 0.0 2 1'-0 25'-0 3 8 (See Notes) 8.3900 90.6 0.000396 242.51 T(59'-4½) 140 1'-0 25'-0 0.0 3 1'-0 25'-0 1 10 (See Notes) 10.4000 90.7 0.000139 Supply, 242.51 140 1 100.00 Hose Allowance At Source 342.51 Total(Pt) Route 1 90.7 62'-11½ 5'-8 0.0 301 62'-11½ 5'-8 302 2½ (See • • • • • Route 2 • • • • • Notes) 2.4690 38.38 23.0 0.006724 Sprinkler 38.38 8 120 12'-0 62'-11½ 15'-10 0.4 302 62'-11½ 3'-10 1154 2½ ((See Notes) 2.4690 38.41 23.0 0.024257 Sprinkler, 76.78 8 PO(12'-0) 120 23.4 Total(Pt) Route 2 21'-0 49'-7½ 60'-10½ 2.3 11.7 307 54'-11 39'-10½ 1273 1 (See • • • • • Route 3 • • • • • Notes) 1.0490 24.67 19.4 0.191811 Sprinkler, 24.67 5.6 3E(2'-0), 2T(5'-0), PO(5'-0) 120 49'-7½ 23'-4½ 0.0 1273 49'-7½ 23'-4½ 1152 3 3.0680 33.4 0.001031 24.67 120 33.4 Total(Pt) Route 3 12'-0 49'-7½ 41'-5½ 1.7 9.3 306 53'-5½ 29'-5½ 1074 1 (See • • • • • Route 4 • • • • • Notes) 1.0490 26.88 23.0 0.224827 Sprinkler, 26.88 5.6 E(2'-0), T(5'-0), PO(5'-0) 120 34.0 Total(Pt) Route 4 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #4 06/15/2010 9:27:17AM Page 5 Date: 6/15/2010 Job Name: First Chair Remote Area Number: #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 Connectio 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 Actual Inside Diameter 100 Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #4 06/15/2010 9:27:17AM Page 6 Hydraulic Graph Supply Node: 1 Job Name: First Chair Remote Area Number: #4 Date: 6/15/2010 Summary Sheet N 1.85 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:28:38AM Page 7 Hydraulic Graph BOR Job Name: First Chair Remote Area Number: #4 Date: 6/15/2010 Summary Sheet N 1.85 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:28:38AM Page 8 Hydraulic Calculations Location: , , Vail, CO 81620 Project Name: First Chair Drawing Name: 09-3463 Calcs Calculation Date: 6/15/2010 for Design Remote Area Location: Light Hazard Area of Application: 1500.00ft² (Actual 1693.66ft²) Coverage per Sprinkler: 360.00ft² Type of sprinklers calculated: 7Attic Pendent Remote Area Number: #4 Occupancy Classification: No. of sprinklers calculated: Density: 0.100gpm/ft²Volume of Dry/PreAction/Antifreeze/OtherAgent System In-rack Demand: Hose Streams: Type of System: at Node: Type: Allowance at Source Wet/Antifreeze N/A gpm at Node: N/A100.00 1 240.01gal Total Water Required (including Hose Streams where applicable): from Supply at Node: 1 337.98 @102.165 Name of Contractor:Excel Fire Protection, Inc. Victoria Hernandez Authority Having JurisdictionVail Fire Department Address: Phone Number: Name of designer: 834 21-1/2 Road, Grand Junction, CO 81505, (970) 434-4803 Automatic peaking results Left: 102.165 Right: 102.165 Darcy-Weisbach Calculation: Description: Water/Antifreeze @0°F/-18°C, 50% Propylene Glycol by weight Product Name: Antifreeze solution in pipes within or passing through: Cold Areas: Warm Areas: Density: 66.049lb/ft³ Density: 65.112lb/ft³ Viscosity: 70.000cP Viscosity: 7.000cP NFPA Suggested Aged Pipe Roughness is being applied. Darcy-Weisbach equations are being used because the system requires special design considerations. The Darcy-Weisbach formula used in this hydraulic calculation to determine fluid/agent friction loss is: P = 0.000216 fLp(Q^2)/(d^5) Friction Loss factors are derived from the Moody Diagram. Reynolds Number is calculated using: Re=Q/d/k Relative Roughness of Pipe is: e/D K-Factors for Sprinkler Heads are adjusted based on the density of the fluid being discharged (Bernoulli-based formula). C-Factors are not relevant to this type of calculation. These are replaced with the Roughness e-value for the pipe. © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #4 06/15/2010 9:41:27AM Page 1 Darcy-Weisbach Calculation Upright Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Light Hazard Job Number: 09-3463 Sprinkler 301 38.51 38.00 7.78 24.522 Sprinkler 302 38.54 38.00 7.78 24.563 Sprinkler 303 38.26 38.00 7.78 24.214 Sprinkler 304 38.09 38.00 7.78 23.993 Sprinkler 305 38.00 38.00 7.78 23.882 Sprinkler 306 25.18 14.40 5.44 21.406 Sprinkler 307 21.41 14.40 5.44 15.465 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:41:29AM Page 2 Job Name: First Chair Remote Area Number: #4 Date: 6/15/2010 Node Static @@(psi) Residual (psi) Flow (gpm) Available (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis 1 124.000 81.000 1350.00 121.305 337.98 102.165 Node Analysis Discharge at Darcy-Weisbach Calculation Node (gpm) Pressure at Node (psi) Node Number Elevation (Foot) Node Type 1 1'-0 Supply 102.165 237.98 301 62'-11½ Sprinkler 24.522 38.51 302 62'-11½ Sprinkler 24.563 38.54 303 62'-11½ Sprinkler 24.214 38.26 304 62'-11½ Sprinkler 23.993 38.09 305 62'-11½ Sprinkler 23.882 38.00 306 53'-5½ Sprinkler 21.406 25.18 307 54'-11 Sprinkler 15.465 21.41 2 1'-0 102.141 3 1'-0 102.162 25 1'-11 101.722 79 1'-11 90.700 84 9'-0 86.771 791 9'-0 83.665 906 47'-7½ 66.190 974 47'-7½ 63.707 1074 49'-7½ 38.466 1152 49'-7½ 37.434 1154 62'-11½ 25.027 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:41:30AM Page 3 Job Name: First Chair Remote Area Number: #4 Date: 6/15/2010 Discharge at Darcy-Weisbach Calculation Node (gpm) Pressure at Node (psi) Node Number Elevation (Foot) Node Type 1273 49'-7½ 37.412 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:41:30AM Page 4 Date: 6/15/2010 Job Name: First Chair Remote Area Number: #4 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C-Factor or Roughness 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. Flow added Darcy-Weisbach Calculation this step Total Flow (Q) Elev 1 (Foot) Elev 2 (Foot) Equiv. Length (Foot) Length (Foot) Fitting (Foot) Pf Friction Loss Per Unit (psi) (q) K-Factor Total (Foot) 62'-11½ 5'-8 0.111 305 62'-11½ 5'-8 304 2½ (See • • • • • Route 1 • • • • • Notes) 2.4690 38.00 23.882 0.019533 Sprinkler 38.00 7.78 (adj) 0.004" 62'-11½ 5'-8 0.222 304 62'-11½ 5'-8 303 2½ (See Notes) 2.4690 38.09 23.993 0.039111 Sprinkler 76.09 7.78 (adj) 0.004" 12'-0 62'-11½ 13'-10 0.813 303 62'-11½ 1'-10 1154 2½ (See Notes) 2.4690 38.26 24.214 0.058780 Sprinkler, 114.35 7.78 (adj) PO(12'-0) 0.004" 16'-3½ 49'-7½ 31'-10½ 5.785 6.622 1154 62'-11½ 15'-7 1152 2½ (See Notes) 2.4690 77.04 25.027 0.229214 Flow (q) from Route 2 191.40 fE(4'-3½), PO(12'-0) 0.004" 49'-7½ 11'-0 1.032 1152 49'-7½ 11'-0 1074 3 3.0680 21.41 37.434 0.093673 Flow (q) from Route 3 212.80 0.004" 53'-0 47'-7½ 204'-9 0.867 24.373 1074 49'-7½ 151'-9 974 3 (See Notes) 3.0680 38.466 0.117156 237.98 2T(15'-0), fT(13'-0), 2fE(5'-0) 0.004" 25'-0 47'-7½ 27'-4 2.483 974 47'-7½ 2'-4 906 3 (See Notes) 3.0680 63.707 0.062078 237.98 CV(-1.000), 2f(-0.000), BV(10'-0), PO(15'-0) 0.048" 20'-5 9'-0 61'-6½ 16.745 0.730 906 47'-7½ 41'-1½ 791 4 (See Notes) 4.0260 66.190 0.011864 237.98 3fE(6'-9½) 0.004" 61'-2½ 9'-0 262'-2½ -0.000 3.107 791 9'-0 201'-0 84 4 (See Notes) 4.0260 83.665 0.011864 237.98 8fE(6'-9½), 2fEE(3'-5) 0.004" 26'-4 1'-11 32'-5½ 3.071 0.858 84 9'-0 6'-1½ 79 4 (See Notes) 4.2600 86.771 0.009010 237.98 2f(-0.000), CV(-0.500), PO(26'-4) 0.004" © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #4 06/15/2010 9:41:32AM Page 5 Date: 6/15/2010 Job Name: First Chair Remote Area Number: #4 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C-Factor or Roughness 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. Flow added Darcy-Weisbach Calculation this step Total Flow (Q) Elev 1 (Foot) Elev 2 (Foot) Equiv. Length (Foot) Length (Foot) Fitting (Foot) Pf Friction Loss Per Unit (psi) (q) K-Factor Total (Foot) 12'-7 1'-11 16'-4½ 0.000 11.022 79 1'-11 3'-9½ 25 6 (See Notes) 6.3570 90.700 0.001294 237.98 BFP(-11.000), fE(12'-7) 0.004" 10'-0 1'-0 11'-5½ 0.397 0.021 25 1'-11 1'-5½ 2 6 (See Notes) 6.0650 101.722 0.001916 237.98 fE(10'-0), f(-0.000), BOR 0.048" 59'-4½ 1'-0 84'-4½ 0.020 2 1'-0 25'-0 3 8 (See Notes) 8.3900 102.141 0.000242 237.98 T(59'-4½) 0.004" 1'-0 25'-0 0.003 3 1'-0 25'-0 1 10 (See Notes) 10.4000 102.162 0.000121 Supply, 237.98 0.004" 1 100.00 Hose Allowance At Source 337.98 Total(Pt) Route 1 1 102.165 62'-11½ 5'-8 0.041 301 62'-11½ 5'-8 302 2½ (See • • • • • Route 2 • • • • • Notes) 2.4690 38.51 24.522 0.007323 Sprinkler 38.51 7.78 (adj) 0.004" 12'-0 62'-11½ 15'-10 0.464 302 62'-11½ 3'-10 1154 2½ (See Notes) 2.4690 38.54 24.563 0.029318 Sprinkler, 77.04 7.78 (adj) PO(12'-0) 0.004" 25.027 Total(Pt) Route 2 21'-0 49'-7½ 60'-10½ 2.294 19.654 307 54'-11 39'-10½ 1273 1 (See • • • • • Route 3 • • • • • Notes) 1.0490 21.41 15.465 0.337665 Sprinkler, 21.41 5.44 (adj) 3E(2'-0), 2T(5'-0), PO(5'-0) 0.004" 49'-7½ 23'-4½ 0.022 1273 49'-7½ 23'-4½ 1152 3 3.0680 37.412 0.000948 21.41 0.004" 37.434 Total(Pt) Route 3 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #4 06/15/2010 9:41:32AM Page 6 Date: 6/15/2010 Job Name: First Chair Remote Area Number: #4 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C-Factor or Roughness 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. Flow added Darcy-Weisbach Calculation this step Total Flow (Q) Elev 1 (Foot) Elev 2 (Foot) Equiv. Length (Foot) Length (Foot) Fitting (Foot) Pf Friction Loss Per Unit (psi) (q) K-Factor Total (Foot) 12'-0 49'-7½ 41'-5½ 1.660 15.400 306 53'-5½ 29'-5½ 1074 1 (See • • • • • Route 4 • • • • • Notes) 1.0490 25.18 21.406 0.371390 Sprinkler, 25.18 5.44 (adj) E(2'-0), T(5'-0), PO(5'-0) 0.004" 38.466 Total(Pt) Route 4 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #4 06/15/2010 9:41:32AM Page 7 Date: 6/15/2010 Job Name: First Chair Remote Area Number: #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 Connectio 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 Actual Inside Diameter 100 Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor Darcy-Weisbach Formula: K-Factor conversion formula: © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #4 06/15/2010 9:41:32AM Page 8 Hydraulic Graph Supply Node: 1 Job Name: First Chair Remote Area Number: #4 Date: 6/15/2010 Summary Sheet N 1.85 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:41:33AM Page 9 Hydraulic Graph BOR Job Name: First Chair Remote Area Number: #4 Date: 6/15/2010 Summary Sheet N 1.85 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:41:33AM Page 10 Hydraulic Calculations Location: , , Vail, CO 81620 Project Name: First Chair Drawing Name: 09-3463 Calcs Calculation Date: 6/15/2010 for Design Remote Area Location: Ordinary Group I Area of Application: 425.00ft² (Actual 425.30ft²) Coverage per Sprinkler: 100.00ft² Type of sprinklers calculated: 5Attic Mech Rm Pendent Remote Area Number: #5 Occupancy Classification: No. of sprinklers calculated: Density: 0.150gpm/ft²Volume of Dry or PreAction System: In-rack Demand: Hose Streams: Type of System: at Node: Type: Allowance at Source Wet/Antifreeze N/A gpm at Node: N/A250.00 1 Total Water Required (including Hose Streams where applicable): from Supply at Node: 1 341.79 @72.461 Name of Contractor:Excel Fire Protection, Inc. Victoria Hernandez Authority Having JurisdictionVail Fire Department Address: Phone Number: Name of designer: 834 21-1/2 Road, Grand Junction, CO 81505, (970) 434-4803 Automatic peaking results L e ft : N/A R i g h t : N/A Notes: © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #5 06/15/2010 9:31:26AM Page 1 Upright Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Ordinary Group I Job Number: 09-3463 Sprinkler 401 15.00 15.00 5.6 7.175 Sprinkler 402 15.78 15.00 5.6 7.939 Sprinkler 403 20.78 15.00 5.6 13.769 Sprinkler 404 18.43 15.00 5.6 10.828 Sprinkler 405 21.81 15.00 5.6 15.166 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:31:57AM Page 2 Job Name: First Chair Remote Area Number: #5 Date: 6/15/2010 Node Static @@(psi) Residual (psi) Flow (gpm) Available (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis 1 124.000 81.000 1350.00 120.613 341.79 72.461 Node Analysis Discharge at Notes Node (gpm) Pressure at Node (psi) Node Number Elevation (Foot) Node Type 1 1'-0 Supply 72.461 91.79 401 63'-1½ Sprinkler 7.175 15.00 402 63'-1½ Sprinkler 7.939 15.78 403 63'-1½ Sprinkler 13.769 20.78 404 63'-1½ Sprinkler 10.828 18.43 405 63'-1½ Sprinkler 15.166 21.81 2 1'-0 72.455 3 1'-0 72.461 25 1'-11 72.053 79 1'-11 61.047 84 9'-0 57.400 642 49'-7½ 35.300 791 9'-0 56.581 902 49'-7½ 35.272 906 47'-7½ 39.645 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:31:28AM Page 3 Date: 6/15/2010 Job Name: First Chair Remote Area Number: #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. Flow added Notes this step Total Flow (Q) Elev 1 (Foot) Elev 2 (Foot) Equiv. Length (Foot) Length (Foot) Fitting (Foot) Pf Friction Loss Per Unit (psi) (q) K-Factor Total (Foot) 63'-1½ 10'-0 0.764 401 63'-1½ 10'-0 402 1 (See • • • • • Route 1 • • • • • Notes) 1.0490 15.00 7.175 0.076427 Sprinkler 15.00 5.6 120 63'-1½ 10'-0 2.889 402 63'-1½ 10'-0 404 1 (See Notes) 1.0490 15.78 7.939 0.288895 Sprinkler 30.78 5.6 120 7'-0 49'-7½ 27'-0½ 5.853 18.619 404 63'-1½ 20'-0½ 642 1 (See Notes) 1.0490 18.43 10.828 0.688192 Sprinkler, 49.21 5.6 E(2'-0), PO(5'-0) 120 78'-0 47'-7½ 211'-5 0.867 3.478 642 49'-7½ 133'-5 906 3 (See Notes) 3.0680 35.300 0.011719 91.79 2T(15'-0), fT(13'-0), 2fE(5'-0), CV(-1.000), 2f(-0.000), BV(10'-0), PO(15'-0) 120 20'-5 9'-0 61'-6½ 16.745 0.192 906 47'-7½ 41'-1½ 791 4 (See Notes) 4.0260 39.645 0.003120 91.79 3fE(6'-9½) 120 61'-2½ 9'-0 262'-2½ -0.000 0.818 791 9'-0 201'-0 84 4 (See Notes) 4.0260 56.581 0.003120 91.79 8fE(6'-9½), 2fEE(3'-5) 120 26'-4 1'-11 32'-5½ 3.071 0.577 84 9'-0 6'-1½ 79 4 (See Notes) 4.2600 57.400 0.002369 91.79 2f(-0.000), CV(-0.500), PO(26'-4) 120 12'-7 1'-11 16'-4½ 0.000 11.006 79 1'-11 3'-9½ 25 6 (See Notes) 6.3570 61.047 0.000337 91.79 BFP(-11.000), fE(12'-7) 120 10'-0 1'-0 11'-5½ 0.397 0.005 25 1'-11 1'-5½ 2 6 (See Notes) 6.0650 72.053 0.000424 91.79 fE(10'-0), f(-0.000), BOR 120 59'-4½ 1'-0 84'-4½ 0.006 2 1'-0 25'-0 3 8 (See Notes) 8.3900 72.455 0.000066 91.79 T(59'-4½) 140 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #5 06/15/2010 9:31:30AM Page 4 Date: 6/15/2010 Job Name: First Chair Remote Area Number: #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. Flow added Notes this step Total Flow (Q) Elev 1 (Foot) Elev 2 (Foot) Equiv. Length (Foot) Length (Foot) Fitting (Foot) Pf Friction Loss Per Unit (psi) (q) K-Factor Total (Foot) 1'-0 25'-0 0.001 3 1'-0 25'-0 1 10 (See Notes) 10.4000 72.461 0.000023 Supply, 91.79 140 1 250.00 Hose Allowance At Source 341.79 Total(Pt) Route 1 72.461 63'-1½ 10'-0 1.397 403 63'-1½ 10'-0 405 1 (See • • • • • Route 2 • • • • • Notes) 1.0490 20.78 13.769 0.139674 Sprinkler 20.78 5.6 120 7'-0 49'-7½ 27'-0½ 5.853 14.253 405 63'-1½ 20'-0½ 902 1 (See Notes) 1.0490 21.81 15.166 0.526819 Sprinkler, 42.59 5.6 E(2'-0), PO(5'-0) 120 49'-7½ 9'-11 0.028 902 49'-7½ 9'-11 642 3 3.0680 35.272 0.002830 42.59 120 35.300 Total(Pt) Route 2 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #5 06/15/2010 9:31:30AM Page 5 Date: 6/15/2010 Job Name: First Chair Remote Area Number: #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 Connectio 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 Actual Inside Diameter 100 Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #5 06/15/2010 9:31:30AM Page 6 Hydraulic Graph Supply Node: 1 Job Name: First Chair Remote Area Number: #5 Date: 6/15/2010 Summary Sheet N 1.85 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:32:38AM Page 7 Hydraulic Graph BOR Job Name: First Chair Remote Area Number: #5 Date: 6/15/2010 Summary Sheet N 1.85 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:32:38AM Page 8 Hydraulic Calculations Location: , , Vail, CO 81620 Project Name: First Chair Drawing Name: 09-3463 Calcs Calculation Date: 6/15/2010 for Design Remote Area Location: Ordinary Group I Area of Application: 425.00ft² (Actual 425.30ft²) Coverage per Sprinkler: 100.00ft² Type of sprinklers calculated: 5Attic Mech Rm Pendent Remote Area Number: #5 Occupancy Classification: No. of sprinklers calculated: Density: 0.150gpm/ft²Volume of Dry/PreAction/Antifreeze/OtherAgent System In-rack Demand: Hose Streams: Type of System: at Node: Type: Allowance at Source Wet/Antifreeze N/A gpm at Node: N/A250.00 1 240.01gal Total Water Required (including Hose Streams where applicable): from Supply at Node: 1 350.07 @102.125 Name of Contractor:Excel Fire Protection, Inc. Victoria Hernandez Authority Having JurisdictionVail Fire Department Address: Phone Number: Name of designer: 834 21-1/2 Road, Grand Junction, CO 81505, (970) 434-4803 Automatic peaking results L e ft : N/A R i g h t : N/A Darcy-Weisbach Calculation: Description: Water/Antifreeze @0°F/-18°C, 50% Propylene Glycol by weight Product Name: Antifreeze solution in pipes within or passing through: Cold Areas: Warm Areas: Density: 66.049lb/ft³ Density: 65.112lb/ft³ Viscosity: 70.000cP Viscosity: 7.000cP NFPA Suggested Aged Pipe Roughness is being applied. Darcy-Weisbach equations are being used because the system requires special design considerations. The Darcy-Weisbach formula used in this hydraulic calculation to determine fluid/agent friction loss is: P = 0.000216 fLp(Q^2)/(d^5) Friction Loss factors are derived from the Moody Diagram. Reynolds Number is calculated using: Re=Q/d/k Relative Roughness of Pipe is: e/D K-Factors for Sprinkler Heads are adjusted based on the density of the fluid being discharged (Bernoulli-based formula). C-Factors are not relevant to this type of calculation. These are replaced with the Roughness e-value for the pipe. © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #5 06/15/2010 9:46:21AM Page 1 Darcy-Weisbach Calculation Upright Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Ordinary Group I Job Number: 09-3463 Sprinkler 401 15.00 15.00 5.44 7.594 Sprinkler 402 16.25 15.00 5.44 8.912 Sprinkler 403 23.04 15.00 5.44 17.921 Sprinkler 404 20.82 15.00 5.44 14.631 Sprinkler 405 24.96 15.00 5.44 21.030 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:46:23AM Page 2 Job Name: First Chair Remote Area Number: #5 Date: 6/15/2010 Node Static @@(psi) Residual (psi) Flow (gpm) Available (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis 1 124.000 81.000 1350.00 121.109 350.07 102.125 Node Analysis Discharge at Darcy-Weisbach Calculation Node (gpm) Pressure at Node (psi) Node Number Elevation (Foot) Node Type 1 1'-0 Supply 102.125 100.07 401 63'-1½ Sprinkler 7.594 15.00 402 63'-1½ Sprinkler 8.912 16.25 403 63'-1½ Sprinkler 17.921 23.04 404 63'-1½ Sprinkler 14.631 20.82 405 63'-1½ Sprinkler 21.030 24.96 2 1'-0 102.121 3 1'-0 102.124 25 1'-11 101.719 79 1'-11 90.715 84 9'-0 87.075 642 49'-7½ 63.439 791 9'-0 86.439 902 49'-7½ 63.392 906 47'-7½ 69.543 974 47'-7½ 68.257 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:46:26AM Page 3 Date: 6/15/2010 Job Name: First Chair Remote Area Number: #5 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C-Factor or Roughness 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. Flow added Darcy-Weisbach Calculation this step Total Flow (Q) Elev 1 (Foot) Elev 2 (Foot) Equiv. Length (Foot) Length (Foot) Fitting (Foot) Pf Friction Loss Per Unit (psi) (q) K-Factor Total (Foot) 63'-1½ 10'-0 1.318 401 63'-1½ 10'-0 402 1 (See • • • • • Route 1 • • • • • Notes) 1.0490 15.00 7.594 0.131762 Sprinkler 15.00 5.44 (adj) 0.004" 63'-1½ 10'-0 5.719 402 63'-1½ 10'-0 404 1 (See Notes) 1.0490 16.25 8.912 0.571858 Sprinkler 31.25 5.44 (adj) 0.004" 7'-0 49'-7½ 27'-0½ 5.853 42.956 404 63'-1½ 20'-0½ 642 1 (See Notes) 1.0490 20.82 14.631 1.587701 Sprinkler, 52.07 5.44 (adj) E(2'-0), PO(5'-0) 0.004" 53'-0 47'-7½ 184'-1 0.867 3.951 642 49'-7½ 131'-1 974 3 (See Notes) 3.0680 63.439 0.020716 100.07 2T(15'-0), fT(13'-0), 2fE(5'-0) 0.004" 25'-0 47'-7½ 27'-4 1.286 974 47'-7½ 2'-4 906 3 (See Notes) 3.0680 68.257 0.011565 100.07 CV(-1.000), 2f(-0.000), BV(10'-0), PO(15'-0) 0.048" 20'-5 9'-0 61'-6½ 16.745 0.151 906 47'-7½ 41'-1½ 791 4 (See Notes) 4.0260 69.543 0.002455 100.07 3fE(6'-9½) 0.004" 61'-2½ 9'-0 262'-2½ -0.000 0.636 791 9'-0 201'-0 84 4 (See Notes) 4.0260 86.439 0.002455 100.07 8fE(6'-9½), 2fEE(3'-5) 0.004" 26'-4 1'-11 32'-5½ 3.071 0.569 84 9'-0 6'-1½ 79 4 (See Notes) 4.2600 87.075 0.001869 100.07 2f(-0.000), CV(-0.500), PO(26'-4) 0.004" 12'-7 1'-11 16'-4½ 0.000 11.004 79 1'-11 3'-9½ 25 6 (See Notes) 6.3570 90.715 0.000273 100.07 BFP(-11.000), fE(12'-7) 0.004" 10'-0 1'-0 11'-5½ 0.397 0.004 25 1'-11 1'-5½ 2 6 (See Notes) 6.0650 101.719 0.000378 100.07 fE(10'-0), f(-0.000), BOR 0.048" © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #5 06/15/2010 9:46:28AM Page 4 Date: 6/15/2010 Job Name: First Chair Remote Area Number: #5 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C-Factor or Roughness 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. Flow added Darcy-Weisbach Calculation this step Total Flow (Q) Elev 1 (Foot) Elev 2 (Foot) Equiv. Length (Foot) Length (Foot) Fitting (Foot) Pf Friction Loss Per Unit (psi) (q) K-Factor Total (Foot) 59'-4½ 1'-0 84'-4½ 0.004 2 1'-0 25'-0 3 8 (See Notes) 8.3900 102.121 0.000043 100.07 T(59'-4½) 0.004" 1'-0 25'-0 0.001 3 1'-0 25'-0 1 10 (See Notes) 10.4000 102.124 0.000026 Supply, 100.07 0.004" 1 250.00 Hose Allowance At Source 350.07 Total(Pt) Route 1 102.125 63'-1½ 10'-0 3.109 403 63'-1½ 10'-0 405 1 (See • • • • • Route 2 • • • • • Notes) 1.0490 23.04 17.921 0.310924 Sprinkler 23.04 5.44 (adj) 0.004" 7'-0 49'-7½ 27'-0½ 5.853 36.510 405 63'-1½ 20'-0½ 902 1 (See Notes) 1.0490 24.96 21.030 1.349431 1.349431 Sprinkler, 48.00 5.44 (adj) E(2'-0), PO(5'-0) 0.004" 49'-7½ 9'-11 0.047 902 49'-7½ 9'-11 642 3 3.0680 63.392 0.004767 48.00 0.004" 63.439 Total(Pt) Route 2 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #5 06/15/2010 9:46:28AM Page 5 Date: 6/15/2010 Job Name: First Chair Remote Area Number: #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 Connectio 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 Actual Inside Diameter 100 Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor Darcy-Weisbach Formula: K-Factor conversion formula: © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 #5 06/15/2010 9:46:28AM Page 6 Hydraulic Graph Supply Node: 1 Job Name: First Chair Remote Area Number: #5 Date: 6/15/2010 Summary Sheet N 1.85 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:46:29AM Page 7 Hydraulic Graph BOR Job Name: First Chair Remote Area Number: #5 Date: 6/15/2010 Summary Sheet N 1.85 © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.4 06/15/2010 9:46:29AM Page 8