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HomeMy WebLinkAboutHydraulic Calcs_2.pdf 7026 South Tucson Way Centennial, CO 80112 (303) 792-0022 Fax (303) 792-9049 Fire Protection System Hydraulic Calculations & Equipment Submittal Vail Golf and Nordic Center Fire Sprinkler System Installation 1778 Vail Valley Drive Vail, CO 81657 Prepared by: Geoff Funk Project Manager Western States Fire Protection Co. 7026 S. Tucson Way Centennial, CO 80112 Phone (303) 792-0022 Fax (303) 792-9049 Cell (970) 376-7312 Email: Geoff.Funk@wsfp.us WSFP #CS2749 March 13, 2016 INDEX PART I: HYDRAULIC CALCULATIONS PART II: SPRINKLERS PART III: PIPE PART IV: THREADED FITTINGS PART V: WELDED PIPE OUTLETS PART VI: GROOVED FITTINGS PART VII: VALVES AND DEVICES PART VIII: PIPE HANGERS PART IX: MISCELLANEOUS ITEMS PART I: HYDRAULIC CALCULATIONS Hydraulic Summary Report Description: Ordinary Group II Job Number: CS2749 Node Flow(gpm) Total Hose Streams 250.0 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@Name 1 71.6 51.6 20.0994.9250.0 67.475.6 674.3Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 674.3 Maximum Pressure Unbalance In Loops 0.0 Additional Hose Supplies 250.0 Hose Allowance At Source Supplies 70.4gal1216.2gal Ordinary Group II 0.20gpm/ft² 256.00ft² 1500.00ft² (Actual 1421.80ft²) 8 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Volume capacity of Dry PipesVolume capacity of Wet Pipes 9.73 between nodes 1 and 2 Maximum Velocity Under Ground 12.82 between nodes 26 and 302 Maximum Velocity Above Ground 11.2 K-Factor 51.0 at 20.7 Most Demanding Sprinkler Data System Main/AllVail, CO 81657 Job Site/Building Vail Fire Department1778 Vail Valley Dr. AHJ 032Vail Golf and Nordic Center Job State Certification/License NumberJob Name: Geoffrey FunkCS2749 Contractor Contractor Number032 Name of Contractor: Western States Fire Protection Address 1 7026 S Tucson Way Address 2 Centennial, CO 80112 Contact Name Contact TitlePM ExtensionPhone 970-376-7312 FAX E-mail geoff.funk@wsfp.us Web-Site Geoffrey Funk Address 3 Address 1 Address 2 Drawing Name CS2749-VGNC-FPDesign System Flow Demand 424.3 Remote Area(s) Address 3 4/20/2016© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.30.0 12:17:55PM Hydraulic Graph Report Description: Ordinary Group II Job Number: CS2749 System Demand (Including Hose Allowance at Source) System Demand 67.4 @ 994.9 Residual: Pressure 75.6 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 51.6 @ 424.3 51.6 @ 674.3 Available Pressure at Time of Test 71.6 @ 674.3 © M.E.P.CAD, Inc.4/20/2016 Page 2AutoSPRINK® VR11 v11.0.30.0 12:17:57PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Ordinary Group II Job Number: CS2749 Sprinkler 301 52.7 51.0 11.2 22.2 Sprinkler 302 55.8 51.0 11.2 24.8 Sprinkler 303 51.7 51.0 11.2 21.3 Sprinkler 304 54.5 51.0 11.2 23.7 Sprinkler 305 51.1 51.0 11.2 20.9 Sprinkler 306 53.9 51.0 11.2 23.1 Sprinkler 307 51.0 51.0 11.2 20.7 Sprinkler 308 53.7 51.0 11.2 23.0 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.4/20/2016 Page 3AutoSPRINK® VR11 v11.0.30.0 12:18:00PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CS2749 Report Description: Ordinary Group II • • • • • Route 1 • • • • • Pf Pe Pv CM 2.635 51.0 3.00 0.008288 14'-0 0.1 307 10'-5 51.0 11.2 20.7 305 10'-5 20.9 14'-0 120 Sprinkler Pf Pe Pv CM 2.635 102.1 6.01 0.029956 14'-0 0.4 305 10'-5 51.1 11.2 20.9 303 10'-5 21.3 14'-0 120 Sprinkler Pf Pe Pv CM 2.635 153.8 9.05 0.063871 14'-0 0.9 303 10'-5 51.7 11.2 21.3 301 10'-5 22.2 14'-0 120 Sprinkler Pf Pe Pv CM 2.635 206.5 12.15 0.110193 9'-3-1/8 5.3 301 10'-5 52.7 11.2 22.2 38'-10¼0.5 24 9'-3 28.0 48'-1-3/8 120 Sprinkler, T(16'-5¾), fE(5'-10-7/8), PO(16'-5¾) Pf Pe Pv CM 4.260 424.3 9.55 0.040244 124'-6-5/8 18.6 24 9'-3 217.8 28.0 158'-0 3.1 2 2'-0 49.7 282'-6-5/8 120 Flow (q) from Route 2 8E(13'-2), 2T(26'-4), BFP(-7.2) Pf Pe Pv UG 4.220 424.3 9.73 0.031682 516'-0 17.1 2 2'-0 49.7 23'-5 -15.2 1 37'-0 51.6 539'-5 140 E(16'-8¾), EE(6'-8¼), S 674.3 250.0 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv CM 2.635 53.7 3.16 0.009119 16'-0 0.1 308 10'-5 53.7 11.2 23.0 306 10'-5 23.1 16'-0 120 Sprinkler Pf Pe Pv CM 2.635 107.6 6.33 0.032969 16'-0 0.5 306 10'-5 53.9 11.2 23.1 304 10'-5 23.7 16'-0 120 Sprinkler Pf Pe Pv CM 2.635 162.1 9.53 0.070360 16'-0 1.1 304 10'-5 54.5 11.2 23.7 302 10'-5 24.8 16'-0 120 Sprinkler Pf Pe Pv CM 2.635 217.8 12.82 0.121598 10'-2 2.7 302 10'-5 55.8 11.2 24.8 11'-9-5/8 0.5 26 9'-3 28.0 21'-11¾ 120 Sprinkler, 2fE(5'-10-7/8) Pf Pe Pv CM 4.260 217.8 4.90 0.011719 0'-5-5/8 0.0 26 9'-3 28.0 24 9'-3 28.0 0'-5-5/8 120 1.51 4.87 )(150 1.33 140 1.16 130 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.4/20/2016 Page 4AutoSPRINK® VR11 v11.0.30.0 12:18:03PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CS2749 Report Description: Ordinary Group II Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe 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 © M.E.P.CAD, Inc.4/20/2016 Page 5AutoSPRINK® VR11 v11.0.30.0 12:18:03PM Hydraulic Summary Report Description: Ordinary Group II Job Number: CS2749 Node Flow(gpm) Total Hose Streams 250.0 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@Name 1 71.6 60.9 10.7994.9250.0 67.475.6 679.3Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 679.3 Maximum Pressure Unbalance In Loops 0.0 Additional Hose Supplies 250.0 Hose Allowance At Source Supplies 70.4gal1216.2gal Ordinary Group II 0.20gpm/ft² 256.00ft² 1500.00ft² (Actual 1603.53ft²) 14 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Volume capacity of Dry PipesVolume capacity of Wet Pipes 9.85 between nodes 1 and 2 Maximum Velocity Under Ground 23.79 between nodes 7 and 402 Maximum Velocity Above Ground 5.6 K-Factor 26.0 at 21.6 Most Demanding Sprinkler Data System Main/AllVail, CO 81657 Job Site/Building Vail Fire Department1778 Vail Valley Dr. AHJ 032Vail Golf and Nordic Center Job State Certification/License NumberJob Name: Geoffrey FunkCS2749 Contractor Contractor Number032 Name of Contractor: Western States Fire Protection Address 1 7026 S Tucson Way Address 2 Centennial, CO 80112 Contact Name Contact TitlePM ExtensionPhone 970-376-7312 FAX E-mail geoff.funk@wsfp.us Web-Site Geoffrey Funk Address 3 Address 1 Address 2 Drawing Name CS2749-VGNC-FPDesign System Flow Demand 429.3 Remote Area(s) Address 3 4/20/2016© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.30.0 12:16:04PM Hydraulic Graph Report Description: Ordinary Group II Job Number: CS2749 System Demand (Including Hose Allowance at Source) System Demand 67.4 @ 994.9 Residual: Pressure 75.6 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 60.9 @ 429.3 60.9 @ 679.3 Available Pressure at Time of Test 71.6 @ 679.3 © M.E.P.CAD, Inc.4/20/2016 Page 2AutoSPRINK® VR11 v11.0.30.0 12:16:07PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Ordinary Group II Job Number: CS2749 Sprinkler 401 32.7 26.0 5.6 34.0 Sprinkler 402 30.7 26.0 5.6 30.0 Sprinkler 403 33.1 26.0 5.6 35.0 Sprinkler 404 32.6 26.0 5.6 33.9 Sprinkler 405 31.8 26.0 5.6 32.3 Sprinkler 406 27.8 26.0 5.6 24.7 Sprinkler 407 33.1 26.0 5.6 35.0 Sprinkler 408 33.7 26.0 5.6 36.3 Sprinkler 409 30.3 26.0 5.6 29.2 Sprinkler 410 26.4 26.0 5.6 22.2 Sprinkler 411 30.4 26.0 5.6 29.4 Sprinkler 412 29.8 26.0 5.6 28.3 Sprinkler 413 30.9 26.0 5.6 30.5 Sprinkler 414 26.0 26.0 5.6 21.6 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.4/20/2016 Page 3AutoSPRINK® VR11 v11.0.30.0 12:16:10PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CS2749 Report Description: Ordinary Group II • • • • • Route 1 • • • • • Pf Pe Pv BL 1.380 26.0 5.58 0.055609 12'-0 0.7 414 9'-3 26.0 5.6 21.6 410 9'-3 22.2 12'-0 120 Sprinkler Pf Pe Pv BL 1.380 52.4 11.24 0.203327 12'-0 2.4 410 9'-3 26.4 5.6 22.2 406 9'-3 24.7 12'-0 120 Sprinkler Pf Pe Pv BL 1.380 80.2 17.21 0.446958 12'-0 5.4 406 9'-3 27.8 5.6 24.7 402 9'-3 30.0 12'-0 120 Sprinkler Pf Pe Pv BL 1.380 110.9 23.79 0.813840 4'-7 8.6 402 9'-3 30.7 5.6 30.0 6'-0 7 9'-3 38.6 10'-7 120 Sprinkler, PO(6'-0) Pf Pe Pv CM 4.260 429.3 9.66 0.041123 87'-7 16.8 7 9'-3 318.4 38.6 144'-10 3.1 2 2'-0 58.6 232'-5-1/8 120 Flow (q) from Route 2 7E(13'-2), 2T(26'-4), BFP(-7.3) Pf Pe Pv UG 4.220 429.3 9.85 0.032374 516'-0 17.5 2 2'-0 58.6 23'-5 -15.2 1 37'-0 60.9 539'-5 140 E(16'-8¾), EE(6'-8¼), S 679.3 250.0 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv BL 1.380 29.8 6.39 0.071599 12'-0 0.9 412 9'-3 29.8 5.6 28.3 409 9'-3 29.2 12'-0 120 Sprinkler Pf Pe Pv BL 1.380 60.1 12.88 0.261719 12'-0 3.1 409 9'-3 30.3 5.6 29.2 405 9'-3 32.3 12'-0 120 Sprinkler Pf Pe Pv BL 1.380 91.9 19.71 0.574897 4'-7 6.1 405 9'-3 31.8 5.6 32.3 6'-0 13 9'-3 38.4 10'-7 120 Sprinkler, PO(6'-0) Pf Pe Pv CM 4.260 252.6 5.69 0.015418 1'-2½0.0 13 9'-3 160.7 38.4 12 9'-3 38.4 1'-2½ 120 Flow (q) from Route 3 Pf Pe Pv CM 4.260 318.4 7.17 0.023660 8'-9½0.2 12 9'-3 65.8 38.4 7 9'-3 38.6 8'-9½ 120 Flow (q) from Route 6 • • • • • Route 3 • • • • • Pf Pe Pv BL 1.049 30.4 11.27 0.281708 13'-4¾6.3 411 15'-3 30.4 5.6 29.4 9'-0 2.6 20 9'-3 38.3 22'-4¾ 120 Sprinkler, 2E(2'-0), PO(5'-0) Pf Pe Pv CM 4.260 61.3 1.38 0.001122 0'-10-5/8 0.0 20 9'-3 30.9 38.3 18 9'-3 38.3 0'-10-5/8 120 Flow (q) from Route 4 Pf Pe Pv CM 4.260 95.0 2.14 0.002525 5'-4 0.0 18 9'-3 33.7 38.3 13'-2 17 9'-3 38.4 18'-6 120 Flow (q) from Route 7 E(13'-2) Pf Pe Pv CM 4.260 160.7 3.62 0.006679 8'-9½0.1 17 9'-3 65.7 38.4 13 9'-3 38.4 8'-9½ 120 Flow (q) from Route 5 • • • • • Route 4 • • • • • Pf Pe Pv BL 1.049 30.9 11.48 0.291350 12'-4¾5.7 413 14'-3 30.9 5.6 30.5 7'-0 2.2 23 9'-3 38.3 19'-4¾ 120 Sprinkler, E(2'-0), PO(5'-0) Pf Pe Pv CM 4.260 30.9 0.70 0.000316 8'-0 0.0 23 9'-3 38.3 20 9'-3 38.3 8'-0 120 • • • • • Route 5 • • • • • Pf Pe Pv BL 1.380 32.6 7.00 0.084619 12'-0 1.0 404 9'-3 32.6 5.6 33.9 407 9'-3 35.0 12'-0 120 Sprinkler Pf Pe Pv BL 1.380 65.7 14.10 0.309255 5'-0 3.4 407 9'-3 33.1 5.6 35.0 6'-0 17 9'-3 38.4 11'-0 120 Sprinkler, PO(6'-0) • • • • • Route 6 • • • • • Pf Pe Pv BL 1.380 32.7 7.00 0.084778 12'-0 1.0 401 9'-3 32.7 5.6 34.0 403 9'-3 35.0 12'-0 120 Sprinkler Pf Pe Pv BL 1.380 65.8 14.11 0.309836 5'-0 3.4 403 9'-3 33.1 5.6 35.0 6'-0 12 9'-3 38.4 11'-0 120 Sprinkler, PO(6'-0) • • • • • Route 7 • • • • • © M.E.P.CAD, Inc.4/20/2016 Page 4AutoSPRINK® VR11 v11.0.30.0 12:16:13PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CS2749 Report Description: Ordinary Group II Pf Pe Pv BL 1.049 33.7 12.52 0.342018 1'-0 2.1 408 9'-3 33.7 5.6 36.3 5'-0 18 9'-3 38.3 6'-0 120 Sprinkler, PO(5'-0) 1.51 Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe 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 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.4/20/2016 Page 5AutoSPRINK® VR11 v11.0.30.0 12:16:13PM Hydraulic Summary Report Description: Light Hazard Job Number: CS2749 Node Flow(gpm) Total Hose Streams 250.0 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@Name 1 73.4 45.7 27.7994.9250.0 67.475.6 491.3Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 491.3 Maximum Pressure Unbalance In Loops 0.0 Additional Hose Supplies 250.0 Hose Allowance At Source Supplies 70.4gal1218.6gal Light Hazard 0.10gpm/ft² 120.00ft² 2500.00ft² (Actual 1644.34ft²) 14 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Right: 36.7 Volume capacity of Dry PipesVolume capacity of Wet Pipes 5.54 between nodes 1 and 2 Maximum Velocity Under Ground 17.78 between nodes 80 and 606 Maximum Velocity Above Ground 5.6 K-Factor 14.8 at 7.0 Most Demanding Sprinkler Data System Main/AllVail, CO 81657 Job Site/Building Vail Fire Department1778 Vail Valley Dr. AHJ 032Vail Golf and Nordic Center Job State Certification/License NumberJob Name: Geoffrey FunkCS2749 Contractor Contractor Number032 Name of Contractor: Western States Fire Protection Address 1 7026 S Tucson Way Address 2 Centennial, CO 80112 Contact Name Contact TitlePM ExtensionPhone 970-376-7312 FAX E-mail geoff.funk@wsfp.us Web-Site Geoffrey Funk Address 3 Address 1 Address 2 Drawing Name CS2749-VGNC-FPDesign System Flow Demand 241.3 Remote Area(s) Address 3 4/22/2016© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.30.0 10:52:08AM Hydraulic Graph Report Description: Light Hazard Job Number: CS2749 System Demand (Including Hose Allowance at Source) System Demand 67.4 @ 994.9 Residual: Pressure 75.6 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 45.7 @ 241.3 45.7 @ 491.3 Available Pressure at Time of Test 73.4 @ 491.3 © M.E.P.CAD, Inc.4/22/2016 Page 2AutoSPRINK® VR11 v11.0.30.0 10:52:10AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Light Hazard Job Number: CS2749 Sprinkler 601 20.7 12.0 5.6 13.6 Sprinkler 602 19.0 12.0 5.6 11.5 Sprinkler 603 17.8 12.0 5.6 10.1 Sprinkler 604 15.7 12.0 5.6 7.9 Sprinkler 605 15.2 12.0 5.6 7.4 Sprinkler 606 20.9 12.0 5.6 13.9 Sprinkler 607 14.8 12.0 5.6 7.0 Sprinkler 608 15.0 12.0 5.6 7.1 Sprinkler 609 19.1 12.0 5.6 11.7 Sprinkler 610 17.8 12.0 5.6 10.1 Sprinkler 611 16.9 12.0 5.6 9.1 Sprinkler 612 16.4 12.0 5.6 8.6 Sprinkler 613 16.1 12.0 5.6 8.3 Sprinkler 614 15.9 12.0 5.6 8.0 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.4/22/2016 Page 3AutoSPRINK® VR11 v11.0.30.0 10:52:13AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CS2749 Report Description: Light Hazard • • • • • Route 1 • • • • • Pf Pe Pv BL 1.682 14.8 2.14 0.007495 12'-6 0.1 607 16'-0 14.8 5.6 7.0 4'-11-3/8 608 16'-0 7.1 17'-5-3/8 120 Sprinkler, E(4'-11-3/8) Pf Pe Pv BL 1.682 29.8 4.30 0.027251 8'-6 0.2 608 16'-0 15.0 5.6 7.1 605 16'-0 7.4 8'-6 120 Sprinkler Pf Pe Pv BL 1.682 45.0 6.49 0.058439 8'-6 0.5 605 16'-0 15.2 5.6 7.4 604 16'-0 7.9 8'-6 120 Sprinkler Pf Pe Pv BL 1.682 60.7 8.76 0.101696 12'-6 2.3 604 16'-0 15.7 5.6 7.9 9'-10¾ 603 16'-0 10.1 22'-4¾ 120 Sprinkler, 2E(4'-11-3/8) Pf Pe Pv BL 1.682 78.5 11.33 0.163805 8'-6 1.4 603 16'-0 17.8 5.6 10.1 602 16'-0 11.5 8'-6 120 Sprinkler Pf Pe Pv BL 1.682 97.5 14.08 0.244687 8'-6 2.1 602 16'-0 19.0 5.6 11.5 601 16'-0 13.6 8'-6 120 Sprinkler Pf Pe Pv BL 1.682 118.2 17.06 0.349142 45'-5-1/8 20.2 601 16'-0 20.7 5.6 13.6 12'-4½0.9 80 14'-0 34.7 57'-9-5/8 120 Sprinkler, EE(2'-5¾), C(9'-10¾) Pf Pe Pv FR 2.635 241.3 14.20 0.146966 11'-0 2.8 80 14'-0 123.1 34.7 8'-2-7/8 -0.1 25 14'-3 37.4 19'-2-7/8 120 Flow (q) from Route 2 E(8'-2-7/8), Z Pf Pe Pv CM 2.635 241.3 14.20 0.146966 6'-5-1/8 4.2 25 14'-3 37.4 22'-4½2.2 24 9'-3 43.8 28'-9-5/8 120 fE(5'-10-7/8), PO(16'-5¾) Pf Pe Pv CM 4.260 241.3 5.43 0.014164 118'-2-5/8 7.9 24 9'-3 43.8 158'-0 3.1 2 2'-0 54.8 276'-2-5/8 120 8E(13'-2), 2T(26'-4), BFP(-4.0) Pf Pe Pv UG 4.220 241.3 5.54 0.011151 516'-0 6.0 2 2'-0 54.8 23'-5 -15.2 1 37'-0 45.7 539'-5 140 E(16'-8¾), EE(6'-8¼), S 491.3 250.0 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv BL 1.682 15.9 2.29 0.008528 8'-6 0.2 614 14'-0 15.9 5.6 8.0 19'-9-5/8 613 14'-0 8.3 28'-3-5/8 120 Sprinkler, PO(9'-10¾), C(9'-10¾) Pf Pe Pv BL 1.682 32.0 4.62 0.031166 8'-6 0.3 613 14'-0 16.1 5.6 8.3 612 14'-0 8.6 8'-6 120 Sprinkler Pf Pe Pv BL 1.682 48.4 6.99 0.066940 8'-6 0.6 612 14'-0 16.4 5.6 8.6 611 14'-0 9.1 8'-6 120 Sprinkler Pf Pe Pv BL 1.682 65.3 9.43 0.116558 8'-6 1.0 611 14'-0 16.9 5.6 9.1 610 14'-0 10.1 8'-6 120 Sprinkler Pf Pe Pv BL 1.682 83.1 12.00 0.182094 8'-6 1.5 610 14'-0 17.8 5.6 10.1 609 14'-0 11.7 8'-6 120 Sprinkler Pf Pe Pv BL 1.682 102.2 14.76 0.267104 8'-6 2.3 609 14'-0 19.1 5.6 11.7 606 14'-0 13.9 8'-6 120 Sprinkler Pf Pe Pv BL 1.682 123.1 17.78 0.376825 50'-0½20.7 606 14'-0 20.9 5.6 13.9 4'-11-3/8 80 14'-0 34.7 55'-0 120 Sprinkler, E(4'-11-3/8) 1.51 4.87 )(150 1.33 140 1.16 130 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.4/22/2016 Page 4AutoSPRINK® VR11 v11.0.30.0 10:52:17AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CS2749 Report Description: Light Hazard Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe 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 © M.E.P.CAD, Inc.4/22/2016 Page 5AutoSPRINK® VR11 v11.0.30.0 10:52:17AM Hydraulic Summary Report Description: Ordinary Group II Job Number: CS2749 Node Flow(gpm) Total Hose Streams 250.0 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@Name 1 72.7 40.0 32.8994.9250.0 67.475.6 563.4Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 563.4 Maximum Pressure Unbalance In Loops 0.0 Additional Hose Supplies 250.0 Hose Allowance At Source Supplies 70.4gal1218.6gal Ordinary Group II 0.20gpm/ft² 120.00ft² 900.00ft² (Actual 932.38ft²) 11 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Right: 40.0 Volume capacity of Dry PipesVolume capacity of Wet Pipes 7.19 between nodes 1 and 2 Maximum Velocity Under Ground 21.27 between nodes 5 and 10 Maximum Velocity Above Ground 5.6 K-Factor 26.0 at 21.6 Most Demanding Sprinkler Data System Main/AllVail, CO 81657 Job Site/Building Vail Fire Department1778 Vail Valley Dr. AHJ 032Vail Golf and Nordic Center Job State Certification/License NumberJob Name: Geoffrey FunkCS2749 Contractor Contractor Number032 Name of Contractor: Western States Fire Protection Address 1 7026 S Tucson Way Address 2 Centennial, CO 80112 Contact Name Contact TitlePM ExtensionPhone 970-376-7312 FAX E-mail geoff.funk@wsfp.us Web-Site Geoffrey Funk Address 3 Address 1 Address 2 Drawing Name CS2749-VGNC-FPDesign System Flow Demand 313.4 Remote Area(s) Address 3 4/22/2016© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.30.0 11:32:26AM Hydraulic Graph Report Description: Ordinary Group II Job Number: CS2749 System Demand (Including Hose Allowance at Source) System Demand 67.4 @ 994.9 Residual: Pressure 75.6 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 40.0 @ 313.4 40.0 @ 563.4 Available Pressure at Time of Test 72.7 @ 563.4 © M.E.P.CAD, Inc.4/22/2016 Page 2AutoSPRINK® VR11 v11.0.30.0 11:32:29AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Ordinary Group II Job Number: CS2749 Sprinkler 901 29.0 26.0 5.6 26.8 Sprinkler 902 29.3 26.0 5.6 27.4 Sprinkler 903 31.7 26.0 5.6 32.0 Sprinkler 904 27.5 26.0 5.6 24.1 Sprinkler 905 28.4 26.0 5.6 25.7 Sprinkler 906 31.5 26.0 5.6 31.7 Sprinkler 907 26.4 26.0 5.6 22.3 Sprinkler 908 28.6 26.0 5.6 26.1 Sprinkler 909 26.0 26.0 5.6 21.6 Sprinkler 910 28.9 26.0 5.6 26.6 Sprinkler 911 26.1 26.0 5.6 21.7 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.4/22/2016 Page 3AutoSPRINK® VR11 v11.0.30.0 11:32:32AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CS2749 Report Description: Ordinary Group II • • • • • Route 1 • • • • • Pf Pe Pv DR 1.049 26.0 9.65 0.211435 2'-9-5/8 2.1 909 6'-2¼26.0 5.6 21.6 7'-0 -0.6 27 7'-8 23.0 9'-9-5/8 120 Sprinkler, E(2'-0), T(5'-0) Pf Pe Pv BL 1.610 52.1 8.21 0.094907 7'-11-7/8 0.8 27 7'-8 26.1 23.0 21 7'-8 23.7 7'-11-7/8 120 Flow (q) from Route 2 Pf Pe Pv BL 1.610 78.5 12.37 0.202728 7'-1-3/8 1.4 21 7'-8 26.4 23.7 -0.0 15 7'-8 25.2 7'-1-3/8 120 Flow (q) from Route 3 Pf Pe Pv BL 1.610 106.0 16.70 0.353346 8'-0-7/8 2.9 15 7'-8 27.5 25.2 -0.0 10 7'-8-5/8 28.0 8'-0-7/8 120 Flow (q) from Route 4 Pf Pe Pv BL 1.610 135.0 21.27 0.552724 5'-6-7/8 7.5 10 7'-8-5/8 29.0 28.0 8'-0 -0.0 5 7'-9 35.5 13'-6-7/8 120 Flow (q) from Route 8 PO(8'-0) Pf Pe Pv CM 4.260 234.8 5.29 0.013466 21'-11-7/8 0.7 5 7'-9 99.8 35.5 26'-4 0.0 735 7'-9 36.2 48'-3-7/8 120 Flow (q) from Route 5 T(26'-4) Pf Pe Pv CM 4.260 313.4 7.05 0.022974 37'-6-1/8 6.7 735 7'-9 78.6 36.2 65'-10 2.5 2 2'-0 45.4 103'-4-1/8 120 Flow (q) from Route 12 3E(13'-2), T(26'-4), BFP(-4.4) Pf Pe Pv UG 4.220 313.4 7.19 0.018086 516'-0 9.8 2 2'-0 45.4 23'-5 -15.2 1 37'-0 40.0 539'-5 140 E(16'-8¾), EE(6'-8¼), S 563.4 250.0 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv DR 1.049 26.1 9.68 0.212683 4'-4 1.8 911 6'-2¼26.1 5.6 21.7 4'-0 -0.6 29 7'-8 22.8 8'-4 120 Sprinkler, 2E(2'-0) Pf Pe Pv BL 1.610 26.1 4.11 0.026404 6'-2-1/8 0.2 29 7'-8 22.8 27 7'-8 23.0 6'-2-1/8 120 • • • • • Route 3 • • • • • Pf Pe Pv DR 1.049 26.4 9.81 0.217745 2'-9-5/8 2.1 907 6'-2¼26.4 5.6 22.3 7'-0 -0.6 21 7'-8 23.7 9'-9-5/8 120 Sprinkler, E(2'-0), T(5'-0) • • • • • Route 4 • • • • • Pf Pe Pv DR 1.049 27.5 10.21 0.234508 0'-5¾1.3 904 7'-2¼27.5 5.6 24.1 5'-0 -0.2 15 7'-8 25.2 5'-5¾ 120 Sprinkler, T(5'-0) • • • • • Route 5 • • • • • Pf Pe Pv DR 1.049 28.4 10.53 0.248458 3'-1¼2.5 905 7'-2¼28.4 5.6 25.7 7'-0 -0.2 16 7'-9 27.9 10'-1¼ 120 Sprinkler, E(2'-0), T(5'-0) Pf Pe Pv BL 1.610 85.9 13.53 0.239302 8'-0-3/8 1.9 16 7'-9 57.5 27.9 11 7'-9 29.9 8'-0-3/8 120 Flow (q) from Route 6 Pf Pe Pv BL 1.610 115.2 18.15 0.412115 5'-7-3/8 5.6 11 7'-9 29.3 29.9 8'-0 8 7'-9 35.5 13'-7-3/8 120 Flow (q) from Route 9 PO(8'-0) Pf Pe Pv CM 4.260 178.4 4.02 0.008101 2'-8-1/8 0.0 8 7'-9 63.2 35.5 6 7'-9 35.5 2'-8-1/8 120 Flow (q) from Route 10 Pf Pe Pv CM 4.260 99.8 2.25 0.002766 7'-11¾0.0 6 7'-9 35.5 -0.0 5 7'-9 35.5 7'-11¾ 120 • • • • • Route 6 • • • • • Pf Pe Pv DR 1.049 28.6 10.63 0.252701 1'-6¾1.7 908 6'-2¼28.6 5.6 26.1 5'-0 -0.7 22 7'-9 27.1 6'-6¾ 120 Sprinkler, T(5'-0) Pf Pe Pv BL 1.610 57.5 9.06 0.113945 7'-1-3/8 0.8 22 7'-9 28.9 27.1 16 7'-9 27.9 7'-1-3/8 120 Flow (q) from Route 7 • • • • • Route 7 • • • • • Pf Pe Pv DR 1.049 28.9 10.71 0.256504 1'-6¾0.9 910 6'-2¼28.9 5.6 26.6 2'-0 -0.7 28 7'-9 26.8 3'-6¾ 120 Sprinkler, E(2'-0) Pf Pe Pv BL 1.610 28.9 4.55 0.031844 10'-0¼0.3 28 7'-9 26.8 22 7'-9 27.1 10'-0¼ 120 © M.E.P.CAD, Inc.4/22/2016 Page 4AutoSPRINK® VR11 v11.0.30.0 11:32:36AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CS2749 Report Description: Ordinary Group II • • • • • Route 8 • • • • • Pf Pe Pv DR 1.049 29.0 10.77 0.258770 0'-6-3/8 1.4 901 7'-2¼29.0 5.6 26.8 5'-0 -0.2 10 7'-8-5/8 28.0 5'-6-3/8 120 Sprinkler, T(5'-0) • • • • • Route 9 • • • • • Pf Pe Pv DR 1.049 29.3 10.89 0.264180 3'-1-3/8 2.7 902 7'-2¼29.3 5.6 27.4 7'-0 -0.2 11 7'-9 29.9 10'-1-3/8 120 Sprinkler, E(2'-0), T(5'-0) • • • • • Route 10 • • • • • Pf Pe Pv DR 1.049 31.5 11.71 0.302255 1'-6¾2.0 906 6'-2¼31.5 5.6 31.7 5'-0 -0.7 19 7'-9 33.0 6'-6¾ 120 Sprinkler, T(5'-0) Pf Pe Pv BL 1.610 31.5 4.97 0.037524 8'-0-7/8 0.3 19 7'-9 33.0 0.0 14 7'-9 33.3 8'-0-7/8 120 Pf Pe Pv BL 1.610 63.2 9.96 0.135838 7'-7-3/8 2.1 14 7'-9 31.7 33.3 8'-0 -0.0 9 7'-9 35.5 15'-7-3/8 120 Flow (q) from Route 11 mecT(8'-0) Pf Pe Pv CM 4.260 63.2 1.42 0.001189 9'-6 0.0 9 7'-9 35.5 8 7'-9 35.5 9'-6 120 • • • • • Route 11 • • • • • Pf Pe Pv DR 1.049 31.7 11.76 0.304778 1'-6¾2.0 903 6'-2¼31.7 5.6 32.0 5'-0 -0.7 14 7'-9 33.3 6'-6¾ 120 Sprinkler, T(5'-0) • • • • • Route 12 • • • • • Pf Pe Pv FR 4.260 78.6 1.77 0.001778 0'-0 0.1 6 7'-9 35.5 52'-8 -4.4 60 18'-0 31.1 52'-8 120 T(26'-4) T(26'-4) Pf Pe Pv CM 4.260 78.6 1.77 0.001778 32'-0-3/8 0.1 60 18'-0 31.1 26'-4 -1.0 62 20'-4 30.2 58'-4-3/8 120 2E(13'-2) Pf Pe Pv CM 4.260 57.1 1.29 0.000984 35'-9½0.1 62 20'-4 30.2 26'-4 232 20'-4 30.3 62'-1½ 120 T(26'-4) Pf Pe Pv FR 4.260 78.6 1.77 0.001778 10'-4 0.0 232 20'-4 21.5 30.3 13'-2 4.5 596 10'-0 34.8 23'-6 120 Flow (q) from Route 13 E(13'-2) Pf Pe Pv CM 4.260 78.6 1.77 0.001778 34'-8-3/8 0.2 596 10'-0 34.8 52'-8 653 10'-0 35.0 87'-4-3/8 120 T(26'-4), 2E(13'-2) Pf Pe Pv FR 4.260 78.6 1.77 0.001778 2'-3 0.0 653 10'-0 35.0 13'-2 1.0 652 7'-9 36.0 15'-5 120 E(13'-2) Pf Pe Pv CM 4.260 78.6 1.77 0.001778 67'-1¾0.2 652 7'-9 36.0 39'-6 -0.0 735 7'-9 36.2 106'-7¾ 120 3E(13'-2) • • • • • Route 13 • • • • • Pf Pe Pv BL 3.260 21.5 0.83 0.000595 35'-9½0.0 65 24'-11 21.5 28.3 40'-3-7/8 -0.0 67 24'-11¼28.3 76'-1-3/8 120 T(20'-1-7/8), Flow (q) from Route 14 T(20'-1-7/8) Pf Pe Pv CM 4.260 21.5 0.48 0.000162 22'-8 0.0 67 24'-11¼28.3 13'-2 2.0 232 20'-4 30.3 35'-10 120 E(13'-2) • • • • • Route 14 • • • • • Pf Pe Pv CM 4.260 21.5 0.48 0.000162 22'-8-7/8 0.0 62 20'-4 30.2 39'-6 -2.0 65 24'-11 28.3 62'-2-7/8 120 T(26'-4) E(13'-2) 1.51 4.87 )(150 1.33 140 1.16 130 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.4/22/2016 Page 5AutoSPRINK® VR11 v11.0.30.0 11:32:36AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CS2749 Report Description: Ordinary Group II Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe 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 © M.E.P.CAD, Inc.4/22/2016 Page 6AutoSPRINK® VR11 v11.0.30.0 11:32:36AM Hydraulic Summary Report Description: DRY SYSTEM Job Number: CS2749 Node Flow(gpm) Total Hose Streams 250.0 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@Name 1 72.5 59.9 12.6994.9250.0 67.475.6 585.1Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 585.1 Maximum Pressure Unbalance In Loops 0.0 Additional Hose Supplies 250.0 Hose Allowance At Source Supplies 70.4gal1218.6gal DRY SYSTEM 0.10gpm/ft² 225.00ft² 2500.00ft² (Actual 1933.05ft²) 13 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Volume capacity of Dry PipesVolume capacity of Wet Pipes 7.69 between nodes 1 and 2 Maximum Velocity Under Ground 29.42 between nodes 46 and 43 Maximum Velocity Above Ground 5.6 K-Factor 22.5 at 16.1 Most Demanding Sprinkler Data System Main/AllVail, CO 81657 Job Site/Building Vail Fire Department1778 Vail Valley Dr. AHJ 032Vail Golf and Nordic Center Job State Certification/License NumberJob Name: Geoffrey FunkCS2749 Contractor Contractor Number032 Name of Contractor: Western States Fire Protection Address 1 7026 S Tucson Way Address 2 Centennial, CO 80112 Contact Name Contact TitlePM ExtensionPhone 970-376-7312 FAX E-mail geoff.funk@wsfp.us Web-Site Geoffrey Funk Address 3 Address 1 Address 2 Drawing Name CS2749-VGNC-FPDesign System Flow Demand 335.1 Remote Area(s) Address 3 4/22/2016© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.30.0 11:36:37AM Hydraulic Graph Report Description: DRY SYSTEM Job Number: CS2749 System Demand (Including Hose Allowance at Source) System Demand 67.4 @ 994.9 Residual: Pressure 75.6 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 59.9 @ 335.1 59.9 @ 585.1 Available Pressure at Time of Test 72.5 @ 585.1 © M.E.P.CAD, Inc.4/22/2016 Page 2AutoSPRINK® VR11 v11.0.30.0 11:36:39AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: DRY SYSTEM Job Number: CS2749 Sprinkler 801 24.1 22.5 5.6 18.5 Sprinkler 802 26.8 22.5 5.6 22.8 Sprinkler 803 24.6 22.5 5.6 19.3 Sprinkler 804 27.0 22.5 5.6 23.2 Sprinkler 805 26.4 22.5 5.6 22.2 Sprinkler 806 24.2 22.5 5.6 18.7 Sprinkler 807 25.6 22.5 5.6 20.9 Sprinkler 808 26.9 22.5 5.6 23.1 Sprinkler 809 27.5 22.5 5.6 24.0 Sprinkler 810 26.9 22.5 5.6 23.1 Sprinkler 811 23.1 22.5 5.6 17.0 Sprinkler 812 29.7 29.0 8 13.8 Sprinkler 813 22.5 22.5 5.6 16.1 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.4/22/2016 Page 3AutoSPRINK® VR11 v11.0.30.0 11:36:43AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CS2749 Report Description: DRY SYSTEM • • • • • Route 1 • • • • • Pf Pe Pv BL 2.157 22.5 1.98 0.006774 15'-5-7/8 0.1 813 28'-3¾22.5 5.6 16.1 1'-9 -2.5 812 34'-1 13.8 17'-3 100 Sprinkler, EE(1'-9) Pf Pe Pv BL 2.157 52.2 4.58 0.032106 15'-6 0.6 812 34'-1 29.7 8 13.8 1'-9 2.7 811 27'-11¼17.0 17'-3 100 Sprinkler, EE(1'-9) Pf Pe Pv BL 2.157 75.2 6.61 0.063213 12'-3¼1.3 811 27'-11¼23.1 5.6 17.0 8'-9¼2.2 40 22'-11 20.5 21'-0½ 100 Sprinkler, T(8'-9¼) Pf Pe Pv BL 2.157 99.5 8.73 0.105898 13'-1 1.4 40 22'-11 24.2 20.5 -0.0 41 22'-11-7/8 21.8 13'-1 100 Flow (q) from Route 3 Pf Pe Pv BL 2.157 125.0 10.98 0.161724 15'-0 2.4 41 22'-11-7/8 25.6 21.8 -0.0 42 23'-0-7/8 24.2 15'-0 100 Flow (q) from Route 5 Pf Pe Pv BL 2.157 152.0 13.34 0.232024 8'-3½4.0 42 23'-0-7/8 26.9 24.2 8'-9¼-0.0 43 23'-1½28.2 17'-0¾ 100 Flow (q) from Route 9 C(8'-9¼) Pf Pe Pv BL 2.157 335.1 29.42 1.002114 4'-10½6.6 43 23'-1½128.8 28.2 1'-9 -0.4 46 24'-0 34.4 6'-7½ 100 Flow (q) from Route 2 EE(1'-9) Pf Pe Pv FR 3.260 335.1 12.88 0.134090 11'-6 1.5 46 24'-0 34.4 6.7 765 8'-6 42.7 11'-6 100 Z Pf Pe Pv FM 3.260 335.1 12.88 0.134090 39'-1-5/8 7.9 765 8'-6 42.7 20'-1½ 685 8'-6 50.6 59'-3-1/8 100 3E(6'-8½) Pf Pe Pv FR 3.260 335.1 12.88 0.134090 7'-7 5.1 685 8'-6 50.6 30'-8 2.8 3 2'-0 58.6 38'-2-7/8 100 E(6'-8½), DPV(9'-7), T(14'-4½) Pf Pe Pv CM 4.260 335.1 7.54 0.026005 6'-9-5/8 5.5 3 2'-0 58.6 13'-2 2 2'-0 64.1 19'-11-5/8 120 BFP(-5.0), E(13'-2) Pf Pe Pv UG 4.220 335.1 7.69 0.020472 516'-0 11.0 2 2'-0 64.1 23'-5 -15.2 1 37'-0 59.9 539'-5 140 E(16'-8¾), EE(6'-8¼), S 585.1 250.0 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv DR 1.049 24.1 8.95 0.257696 0'-4 1.0 801 20'-7-5/8 24.1 5.6 18.5 3'-6¾-0.1 33 20'-11-5/8 19.4 3'-10¾ 100 Sprinkler, PO(3'-6¾) Pf Pe Pv BL 1.442 24.1 4.74 0.054717 15'-0 0.8 33 20'-11-5/8 19.4 -0.0 35 21'-0-5/8 20.2 15'-0 100 Pf Pe Pv BL 1.442 48.7 9.57 0.200905 8'-10-3/8 2.8 35 21'-0-5/8 24.6 20.2 5'-3-5/8 0.0 32 21'-0½23.0 14'-2 100 Flow (q) from Route 4 2E(2'-7¾) Pf Pe Pv BL 1.682 48.7 7.03 0.094925 9'-5 0.9 32 21'-0½23.0 -0.0 34 21'-1-1/8 23.9 9'-5 100 Pf Pe Pv BL 1.682 75.5 10.90 0.213386 8'-2¾3.3 34 21'-1-1/8 26.8 23.9 7'-0¾-0.0 36 21'-1¾27.1 15'-3½ 100 Flow (q) from Route 7 C(7'-0¾) Pf Pe Pv BL 2.157 128.8 11.31 0.170874 11'-0 1.9 36 21'-1¾53.3 27.1 -0.9 43 23'-1½28.2 11'-0 100 Flow (q) from Route 6 • • • • • Route 3 • • • • • Pf Pe Pv DR 1.049 24.2 8.99 0.259534 0'-4 1.9 806 22'-6-7/8 24.2 5.6 18.7 7'-1½-0.1 39 22'-10-7/8 20.5 7'-5½ 100 Sprinkler, PO(3'-6¾), C(3'-6¾) Pf Pe Pv BL 2.157 24.2 2.13 0.007754 1'-11 0.0 39 22'-10-7/8 20.5 -0.0 40 22'-11 20.5 1'-11 100 • • • • • Route 4 • • • • • Pf Pe Pv DR 1.049 24.6 9.13 0.267271 0'-4 1.0 803 20'-8-5/8 24.6 5.6 19.3 3'-6¾-0.1 35 21'-0-5/8 20.2 3'-10¾ 100 Sprinkler, PO(3'-6¾) • • • • • Route 5 • • • • • © M.E.P.CAD, Inc.4/22/2016 Page 4AutoSPRINK® VR11 v11.0.30.0 11:36:46AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CS2749 Report Description: DRY SYSTEM Pf Pe Pv DR 1.049 25.6 9.50 0.287420 0'-4 1.1 807 22'-7-7/8 25.6 5.6 20.9 3'-6¾-0.1 41 22'-11-7/8 21.8 3'-10¾ 100 Sprinkler, PO(3'-6¾) • • • • • Route 6 • • • • • Pf Pe Pv DR 1.049 26.4 9.80 0.304531 0'-4 1.2 805 20'-11¼26.4 5.6 22.2 3'-6¾-0.1 38 21'-3¼23.3 3'-10¾ 100 Sprinkler, PO(3'-6¾) Pf Pe Pv BL 1.442 26.4 5.18 0.064662 15'-0 1.0 38 21'-3¼23.3 0.0 37 21'-2¼24.3 15'-0 100 Pf Pe Pv BL 1.442 53.3 10.48 0.237738 6'-9¼2.9 37 21'-2¼27.0 24.3 5'-3-5/8 0.0 36 21'-1¾27.1 12'-0-7/8 100 Flow (q) from Route 10 C(5'-3-5/8) • • • • • Route 7 • • • • • Pf Pe Pv DR 1.049 26.8 9.93 0.312409 0'-4 1.2 802 20'-9-1/8 26.8 5.6 22.8 3'-6¾-0.1 34 21'-1-1/8 23.9 3'-10¾ 100 Sprinkler, PO(3'-6¾) • • • • • Route 8 • • • • • Pf Pe Pv DR 1.049 26.9 9.98 0.315232 0'-4 1.2 810 22'-11 26.9 5.6 23.1 3'-6¾-0.1 45 23'-3 24.1 3'-10¾ 100 Sprinkler, PO(3'-6¾) Pf Pe Pv BL 1.442 26.9 5.28 0.066934 15'-0 1.0 45 23'-3 24.1 0.0 44 23'-2 25.2 15'-0 100 Pf Pe Pv BL 1.442 54.3 10.68 0.246073 6'-9¼3.0 44 23'-2 27.5 25.2 5'-3-5/8 0.0 43 23'-1½28.2 12'-0-7/8 100 Flow (q) from Route 11 C(5'-3-5/8) • • • • • Route 9 • • • • • Pf Pe Pv DR 1.049 26.9 10.00 0.316306 0'-4 1.2 808 22'-8-7/8 26.9 5.6 23.1 3'-6¾-0.1 42 23'-0-7/8 24.2 3'-10¾ 100 Sprinkler, PO(3'-6¾) • • • • • Route 10 • • • • • Pf Pe Pv DR 1.049 27.0 10.01 0.316688 0'-4 1.2 804 20'-10¼27.0 5.6 23.2 3'-6¾-0.1 37 21'-2¼24.3 3'-10¾ 100 Sprinkler, PO(3'-6¾) • • • • • Route 11 • • • • • Pf Pe Pv DR 1.049 27.5 10.19 0.327767 0'-4 1.3 809 22'-10 27.5 5.6 24.0 3'-6¾-0.1 44 23'-2 25.2 3'-10¾ 100 Sprinkler, PO(3'-6¾) 1.51 4.87 )(150 1.33 140 1.16 130 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.4/22/2016 Page 5AutoSPRINK® VR11 v11.0.30.0 11:36:46AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CS2749 Report Description: DRY SYSTEM Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe 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 © M.E.P.CAD, Inc.4/22/2016 Page 6AutoSPRINK® VR11 v11.0.30.0 11:36:46AM Hydraulic Summary Report Description: Light Hazard Job Number: CS2749 Node Flow(gpm) Total Hose Streams 250.0 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@Name 1 72.1 61.4 10.7994.9250.0 67.475.6 626.3Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 626.3 Maximum Pressure Unbalance In Loops 0.0 Additional Hose Supplies 250.0 Hose Allowance At Source Supplies 70.4gal1218.9gal Light Hazard 0.10gpm/ft² 127.50ft² 1950.00ft² (Actual 2141.29ft²) 12 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Volume capacity of Dry PipesVolume capacity of Wet Pipes 8.63 between nodes 1 and 2 Maximum Velocity Under Ground 21.42 between nodes 48 and 704 Maximum Velocity Above Ground 8 K-Factor 32.0 at 16.0 Most Demanding Sprinkler Data System Main/AllVail, CO 81657 Job Site/Building Vail Fire Department1778 Vail Valley Dr. AHJ 032Vail Golf and Nordic Center Job State Certification/License NumberJob Name: Geoffrey FunkCS2749 Contractor Contractor Number032 Name of Contractor: Western States Fire Protection Address 1 7026 S Tucson Way Address 2 Centennial, CO 80112 Contact Name Contact TitlePM ExtensionPhone 970-376-7312 FAX E-mail geoff.funk@wsfp.us Web-Site Geoffrey Funk Address 3 Address 1 Address 2 Drawing Name CS2749-VGNC-FPDesign System Flow Demand 376.3 Remote Area(s) Address 3 4/22/2016© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.30.0 12:00:36PM Hydraulic Graph Report Description: Light Hazard Job Number: CS2749 System Demand (Including Hose Allowance at Source) System Demand 67.4 @ 994.9 Residual: Pressure 75.6 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 61.4 @ 376.3 61.4 @ 626.3 Available Pressure at Time of Test 72.1 @ 626.3 © M.E.P.CAD, Inc.4/22/2016 Page 2AutoSPRINK® VR11 v11.0.30.0 12:00:39PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Light Hazard Job Number: CS2749 Sprinkler 701 32.3 32.0 8 16.3 Sprinkler 702 33.6 32.0 8 17.7 Sprinkler 703 32.0 32.0 8 16.0 Sprinkler 704 38.0 32.0 8 22.5 Sprinkler 705 22.2 13.0 5.6 15.7 Sprinkler 706 42.7 32.0 8 28.5 Sprinkler 707 23.2 13.0 5.6 17.1 Sprinkler 708 25.5 13.0 5.6 20.8 Sprinkler 709 26.6 13.0 5.6 22.6 Sprinkler 710 32.4 32.0 8 16.4 Sprinkler 711 32.9 32.0 8 17.0 Sprinkler 712 34.9 32.0 8 19.0 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.4/22/2016 Page 3AutoSPRINK® VR11 v11.0.30.0 12:00:42PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CS2749 Report Description: Light Hazard • • • • • Route 1 • • • • • Pf Pe Pv BL 1.442 26.9 5.29 0.047850 4'-0 0.5 703 32'-1-7/8 32.0 8 16.0 7'-5-1/8 -0.8 49 34'-1 15.7 11'-5-1/8 120 Sprinkler, PO(7'-5-1/8) Pf Pe Pv BL 1.442 40.6 7.98 0.102545 5'-6-5/8 0.6 49 34'-1 13.7 15.7 50 34'-1 16.3 5'-6-5/8 120 Flow (q) from Route 5 Pf Pe Pv BL 1.442 62.8 12.34 0.229407 6'-8¾1.5 50 34'-1 22.2 16.3 51 34'-1 17.8 6'-8¾ 120 Flow (q) from Route 7 Pf Pe Pv BL 1.442 86.0 16.89 0.410193 9'-3-5/8 3.8 51 34'-1 23.2 17.8 53 34'-1 21.6 9'-3-5/8 120 Flow (q) from Route 8 Pf Pe Pv BL 1.682 111.5 16.10 0.313457 6'-0¾1.9 53 34'-1 25.5 21.6 54 34'-1 23.5 6'-0¾ 120 Flow (q) from Route 9 Pf Pe Pv BL 1.682 138.1 19.94 0.465710 4'-0¾1.9 54 34'-1 26.6 23.5 -0.0 55 34'-1 25.4 4'-0¾ 120 Flow (q) from Route 10 Pf Pe Pv BL 1.442 29.4 5.77 0.056228 8'-4-3/8 1.3 55 34'-1 25.4 14'-10-3/8 1.8 58 30'-0 28.5 23'-2¾ 120 PO(7'-5-1/8) T(7'-5-1/8) Pf Pe Pv BL 1.682 115.9 16.73 0.336783 15'-10-7/8 8.7 58 30'-0 86.5 28.5 9'-10¾ 59 30'-0 37.2 25'-9-5/8 120 Flow (q) from Route 4 T(9'-10¾) Pf Pe Pv CM 4.260 376.3 8.47 0.032224 20'-11-5/8 2.1 59 30'-0 260.4 37.2 44'-9¼4.2 63 20'-4 43.5 65'-8-7/8 120 Flow (q) from Route 2 EE(5'-3¼), E(13'-2), T(26'-4) Pf Pe Pv CM 4.260 255.3 5.75 0.015726 0'-10-3/8 0.0 63 20'-4 43.5 62 20'-4 43.5 0'-10-3/8 120 Pf Pe Pv CM 4.260 211.5 4.76 0.011100 32'-0-3/8 0.9 62 20'-4 43.5 52'-8 1.0 60 18'-0 45.5 84'-8-3/8 120 2E(13'-2), T(26'-4) Pf Pe Pv FR 4.260 211.5 4.76 0.011100 0'-0 0.3 60 18'-0 45.5 26'-4 4.4 6 7'-9 50.2 26'-4 120 T(26'-4) Pf Pe Pv CM 4.260 211.5 4.76 0.011100 29'-11½0.6 6 7'-9 50.2 26'-4 735 7'-9 50.8 56'-3-5/8 120 T(26'-4) Pf Pe Pv CM 4.260 376.3 8.47 0.032224 37'-6-1/8 9.6 735 7'-9 164.8 50.8 65'-10 2.5 2 2'-0 62.9 103'-4-1/8 120 Flow (q) from Route 11 3E(13'-2), T(26'-4), BFP(-6.2) Pf Pe Pv UG 4.220 376.3 8.63 0.025368 516'-0 13.7 2 2'-0 62.9 23'-5 -15.2 1 37'-0 61.4 539'-5 140 E(16'-8¾), EE(6'-8¼), S 626.3 250.0 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv BL 1.442 5.1 1.00 0.002196 4'-5-7/8 0.0 703 32'-1-7/8 32.0 8 16.0 7'-5-1/8 0.9 47 30'-0 17.0 11'-11 120 Sprinkler, PO(7'-5-1/8) Pf Pe Pv BL 1.442 37.4 7.35 0.088045 8'-2½0.7 47 30'-0 32.3 17.0 702 30'-0 17.7 8'-2½ 120 Flow (q) from Route 3 Pf Pe Pv BL 1.442 71.1 13.96 0.288412 16'-9¼4.8 702 30'-0 33.6 8 17.7 704 30'-0 22.5 16'-9¼ 120 Sprinkler Pf Pe Pv BL 1.442 109.0 21.42 0.636691 6'-8¾4.3 704 30'-0 38.0 8 22.5 48 30'-0 26.8 6'-8¾ 120 Sprinkler Pf Pe Pv BL 1.682 93.7 13.52 0.227155 7'-3¼1.7 48 30'-0 26.8 706 30'-0 28.5 7'-3¼ 120 Pf Pe Pv BL 1.682 136.3 19.69 0.454954 8'-7-5/8 8.4 706 30'-0 42.7 8 28.5 9'-10¾ 52 30'-0 36.9 18'-6½ 120 Sprinkler, PO(9'-10¾) Pf Pe Pv CM 4.260 136.3 3.07 0.004926 8'-5-7/8 0.2 52 30'-0 36.9 26'-4 -1.8 57 34'-1 35.3 34'-9-7/8 120 T(26'-4) © M.E.P.CAD, Inc.4/22/2016 Page 4AutoSPRINK® VR11 v11.0.30.0 12:00:45PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CS2749 Report Description: Light Hazard Pf Pe Pv CM 4.260 260.4 5.86 0.016309 8'-4-3/8 0.1 57 34'-1 124.1 35.3 1.8 59 30'-0 37.2 8'-4-3/8 120 Flow (q) from Route 13 • • • • • Route 3 • • • • • Pf Pe Pv BL 1.442 32.3 6.35 0.067185 9'-4½0.6 701 30'-0 32.3 8 16.3 47 30'-0 17.0 9'-4½ 120 Sprinkler • • • • • Route 4 • • • • • Pf Pe Pv BL 1.442 18.7 3.67 0.024349 4'-4-3/8 0.3 710 32'-1-5/8 32.4 8 16.4 7'-5-1/8 0.9 56 30'-0 17.6 11'-9½ 120 Sprinkler, PO(7'-5-1/8) Pf Pe Pv BL 1.442 51.6 10.14 0.159693 8'-10½1.4 56 30'-0 32.9 17.6 712 30'-0 19.0 8'-10½ 120 Flow (q) from Route 6 Pf Pe Pv BL 1.442 86.5 17.00 0.415139 22'-10 9.5 712 30'-0 34.9 8 19.0 -0.0 58 30'-0 28.5 22'-10 120 Sprinkler • • • • • Route 5 • • • • • Pf Pe Pv BL 1.442 13.7 2.70 0.013761 4'-0 0.2 710 32'-1-5/8 32.4 8 16.4 7'-5-1/8 -0.8 49 34'-1 15.7 11'-5-1/8 120 Sprinkler, PO(7'-5-1/8) • • • • • Route 6 • • • • • Pf Pe Pv BL 1.442 32.9 6.47 0.069573 9'-4½0.7 711 30'-0 32.9 8 17.0 -0.0 56 30'-0 17.6 9'-4½ 120 Sprinkler • • • • • Route 7 • • • • • Pf Pe Pv DR 1.049 22.2 8.23 0.157298 0'-7 0.9 705 33'-6 22.2 5.6 15.7 5'-0 -0.3 50 34'-1 16.3 5'-7 120 Sprinkler, PO(5'-0) • • • • • Route 8 • • • • • Pf Pe Pv DR 1.049 23.2 8.60 0.170892 0'-7 1.0 707 33'-6 23.2 5.6 17.1 5'-0 -0.3 51 34'-1 17.8 5'-7 120 Sprinkler, PO(5'-0) • • • • • Route 9 • • • • • Pf Pe Pv DR 1.049 25.5 9.47 0.204159 0'-7 1.1 708 33'-6 25.5 5.6 20.8 5'-0 -0.3 53 34'-1 21.6 5'-7 120 Sprinkler, PO(5'-0) • • • • • Route 10 • • • • • Pf Pe Pv DR 1.049 26.6 9.88 0.220570 0'-7 1.2 709 33'-6 26.6 5.6 22.6 5'-0 -0.3 54 34'-1 23.5 5'-7 120 Sprinkler, PO(5'-0) • • • • • Route 11 • • • • • Pf Pe Pv FR 4.260 164.8 3.71 0.006994 10'-4 0.2 232 20'-4 43.8 43.8 13'-2 4.5 596 10'-0 48.4 23'-6 120 Flow (q) from Route 12 E(13'-2) Pf Pe Pv CM 4.260 164.8 3.71 0.006994 34'-8-3/8 0.6 596 10'-0 48.4 52'-8 653 10'-0 49.0 87'-4-3/8 120 T(26'-4), 2E(13'-2) Pf Pe Pv FR 4.260 164.8 3.71 0.006994 2'-3 0.1 653 10'-0 49.0 13'-2 1.0 652 7'-9 50.1 15'-5 120 E(13'-2) Pf Pe Pv CM 4.260 164.8 3.71 0.006994 67'-1¾0.7 652 7'-9 50.1 39'-6 -0.0 735 7'-9 50.8 106'-7¾ 120 3E(13'-2) • • • • • Route 12 • • • • • Pf Pe Pv BL 3.260 43.8 1.68 0.002221 35'-9½0.2 65 24'-11 43.8 41.6 40'-3-7/8 -0.0 67 24'-11¼41.7 76'-1-3/8 120 T(20'-1-7/8), Flow (q) from Route 14 T(20'-1-7/8) Pf Pe Pv CM 4.260 43.8 0.99 0.000603 22'-8 0.0 67 24'-11¼41.7 13'-2 2.0 232 20'-4 43.8 35'-10 120 E(13'-2) • • • • • Route 13 • • • • • Pf Pe Pv BL 1.442 15.4 3.02 0.016954 8'-5-7/8 0.4 48 30'-0 26.8 14'-10-3/8 -1.8 55 34'-1 25.4 23'-4¼ 120 T(7'-5-1/8) PO(7'-5-1/8) Pf Pe Pv BL 1.682 124.1 17.92 0.382111 15'-10-7/8 9.9 55 34'-1 25.4 9'-10¾0.0 57 34'-1 35.3 25'-9-5/8 120 T(9'-10¾) • • • • • Route 14 • • • • • Pf Pe Pv CM 4.260 43.8 0.99 0.000603 22'-8-7/8 0.0 62 20'-4 43.5 39'-6 -2.0 65 24'-11 41.6 62'-2-7/8 120 T(26'-4) E(13'-2) © M.E.P.CAD, Inc.4/22/2016 Page 5AutoSPRINK® VR11 v11.0.30.0 12:00:45PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CS2749 Report Description: Light Hazard • • • • • Route 15 • • • • • Pf Pe Pv CM 4.260 121.0 2.72 0.003948 34'-11-1/8 0.2 63 20'-4 43.5 26'-4 232 20'-4 43.8 61'-3-1/8 120 T(26'-4) 1.51 Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe 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 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.4/22/2016 Page 6AutoSPRINK® VR11 v11.0.30.0 12:00:45PM Hydraulic Summary Report Description: Ordinary Group II Job Number: CS2749 Node Flow(gpm) Total Hose Streams 250.0 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@Name 1 70.5 58.8 11.7994.9250.0 67.475.6 771.6Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 771.6 Maximum Pressure Unbalance In Loops 0.0 Additional Hose Supplies 250.0 Hose Allowance At Source Supplies 70.4gal1218.9gal Ordinary Group II 0.20gpm/ft² 125.00ft² 1950.00ft² (Actual 1414.59ft²) 18 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 56.7 Volume capacity of Dry PipesVolume capacity of Wet Pipes 11.96 between nodes 1 and 2 Maximum Velocity Under Ground 16.27 between nodes 67 and 68 Maximum Velocity Above Ground 8 K-Factor 25.0 at 9.8 Most Demanding Sprinkler Data System Main/AllVail, CO 81657 Job Site/Building Vail Fire Department1778 Vail Valley Dr. AHJ 032Vail Golf and Nordic Center Job State Certification/License NumberJob Name: Geoffrey FunkCS2749 Contractor Contractor Number032 Name of Contractor: Western States Fire Protection Address 1 7026 S Tucson Way Address 2 Centennial, CO 80112 Contact Name Contact TitlePM ExtensionPhone 970-376-7312 FAX E-mail geoff.funk@wsfp.us Web-Site Geoffrey Funk Address 3 Address 1 Address 2 Drawing Name CS2749-VGNC-FPDesign System Flow Demand 521.6 Remote Area(s) Address 3 4/22/2016© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.30.0 12:02:27PM Hydraulic Graph Report Description: Ordinary Group II Job Number: CS2749 System Demand (Including Hose Allowance at Source) System Demand 67.4 @ 994.9 Residual: Pressure 75.6 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 58.8 @ 521.6 58.8 @ 771.6 Available Pressure at Time of Test 70.5 @ 771.6 © M.E.P.CAD, Inc.4/22/2016 Page 2AutoSPRINK® VR11 v11.0.30.0 12:02:30PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Ordinary Group II Job Number: CS2749 Sprinkler 201 34.7 25.0 8 18.8 Sprinkler 202 30.7 25.0 8 14.7 Sprinkler 203 30.6 25.0 8 14.6 Sprinkler 204 30.4 25.0 8 14.5 Sprinkler 205 30.2 25.0 8 14.2 Sprinkler 206 32.8 25.0 8 16.8 Sprinkler 207 29.9 25.0 8 14.0 Sprinkler 208 27.9 25.0 8 12.2 Sprinkler 209 28.6 25.0 8 12.7 Sprinkler 210 30.9 25.0 8 14.9 Sprinkler 211 28.3 25.0 8 12.5 Sprinkler 212 26.4 25.0 8 10.9 Sprinkler 213 25.0 25.0 8 9.8 Sprinkler 214 26.9 25.0 8 11.3 Sprinkler 215 27.1 25.0 8 11.5 Sprinkler 216 26.4 25.0 8 10.9 Sprinkler 217 27.7 25.0 8 12.0 Sprinkler 218 27.2 25.0 8 11.6 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.4/22/2016 Page 3AutoSPRINK® VR11 v11.0.30.0 12:02:33PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CS2749 Report Description: Ordinary Group II • • • • • Route 1 • • • • • Pf Pe Pv DR 1.049 25.0 9.28 0.196637 0'-8 0.5 213 28'-9 25.0 8 9.8 2'-0 -0.3 79 29'-5 10.0 2'-8 120 Sprinkler, E(2'-0) Pf Pe Pv AO 1.380 25.0 5.36 0.051717 10'-10¼1.0 79 29'-5 10.0 9'-0 -0.0 77 29'-5-3/8 11.0 19'-10¼ 120 E(3'-0), T(6'-0) Pf Pe Pv BL 1.610 52.1 8.21 0.094944 2'-5-3/8 0.2 77 29'-5-3/8 27.1 11.0 -0.4 212 30'-4 10.9 2'-5-3/8 120 Flow (q) from Route 4 Pf Pe Pv BL 2.157 78.5 6.89 0.048742 4'-9-1/8 0.5 212 30'-4 26.4 8 10.9 6'-1-7/8 -0.8 74 32'-3 10.6 10'-10-7/8 120 Sprinkler, E(6'-1-7/8) Pf Pe Pv BL 2.067 78.5 7.50 0.059986 0'-4 0.3 74 32'-3 10.6 5'-0 73 32'-3 10.9 5'-4 120 E(5'-0) Pf Pe Pv BL 2.157 78.5 6.89 0.048742 5'-1¼0.2 73 32'-3 10.9 1.0 208 29'-10 12.2 5'-1¼ 120 Pf Pe Pv BL 2.157 106.4 9.34 0.085604 8'-0¾0.7 208 29'-10 27.9 8 12.2 1.7 203 25'-10 14.6 8'-0¾ 120 Sprinkler Pf Pe Pv BL 2.157 137.0 12.02 0.136601 1'-10 1.9 203 25'-10 30.6 8 14.6 12'-3-5/8 0.4 68 24'-11¼16.9 14'-1¾ 120 Sprinkler, PO(12'-3-5/8) Pf Pe Pv BL 3.260 423.2 16.27 0.147370 1'-8¾3.2 68 24'-11¼286.3 16.9 20'-1-7/8 0.0 67 24'-11¼20.2 21'-10-5/8 120 Flow (q) from Route 2 T(20'-1-7/8) Pf Pe Pv BL 3.260 50.4 1.94 0.002877 10'-9¼0.1 67 24'-11¼20.2 20'-1-7/8 0.0 66 24'-11-1/8 20.2 30'-11-1/8 120 T(20'-1-7/8) Pf Pe Pv BL 3.260 148.8 5.72 0.021308 25'-0¼1.0 66 24'-11-1/8 98.4 20.2 20'-1-7/8 0.0 65 24'-11 21.2 45'-2-1/8 120 Flow (q) from Route 11 T(20'-1-7/8) Pf Pe Pv CM 4.260 148.8 3.35 0.005790 22'-8-7/8 0.4 65 24'-11 21.2 39'-6 2.0 62 20'-4 23.6 62'-2-7/8 120 E(13'-2), T(26'-4) Pf Pe Pv CM 4.260 278.0 6.26 0.018405 32'-0-3/8 1.6 62 20'-4 129.2 23.6 52'-8 1.0 60 18'-0 26.1 84'-8-3/8 120 Flow (q) from Route 12 2E(13'-2), T(26'-4) Pf Pe Pv FR 4.260 278.0 6.26 0.018405 0'-0 0.5 60 18'-0 26.1 26'-4 4.4 6 7'-9 31.1 26'-4 120 T(26'-4) Pf Pe Pv CM 4.260 278.0 6.26 0.018405 29'-11½1.0 6 7'-9 31.1 26'-4 735 7'-9 32.1 56'-3-5/8 120 T(26'-4) Pf Pe Pv CM 4.260 521.6 11.74 0.058951 37'-6-1/8 14.3 735 7'-9 243.6 32.1 65'-10 2.5 2 2'-0 48.9 103'-4-1/8 120 Flow (q) from Route 13 3E(13'-2), T(26'-4), BFP(-8.2) Pf Pe Pv UG 4.220 521.6 11.96 0.046408 516'-0 25.0 2 2'-0 48.9 23'-5 -15.2 1 37'-0 58.8 539'-5 140 E(16'-8¾), EE(6'-8¼), S 771.6 250.0 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv BL 1.610 53.6 8.44 0.099921 5'-1-1/8 1.3 216 30'-4 26.4 8 10.9 8'-0 -0.8 78 32'-3 11.3 13'-1-1/8 120 Sprinkler, 2E(4'-0) Pf Pe Pv BL 2.157 53.6 4.70 0.024046 6'-0-1/8 0.1 78 32'-3 11.3 1.0 211 29'-10 12.5 6'-0-1/8 120 Pf Pe Pv BL 2.157 81.9 7.19 0.052734 9'-0¾1.1 211 29'-10 28.3 8 12.5 12'-3-5/8 2.1 71 24'-11-3/8 15.8 21'-4-3/8 120 Sprinkler, T(12'-3-5/8) Pf Pe Pv BL 3.260 142.3 5.47 0.019608 12'-10 0.3 71 24'-11-3/8 60.4 15.8 0.0 69 24'-11¼16.0 12'-10 120 Flow (q) from Route 7 Pf Pe Pv BL 3.260 286.3 11.00 0.071496 12'-6 0.9 69 24'-11¼83.2 16.0 0.0 68 24'-11¼16.9 12'-6 120 Flow (q) from Route 3 • • • • • Route 3 • • • • • © M.E.P.CAD, Inc.4/22/2016 Page 4AutoSPRINK® VR11 v11.0.30.0 12:02:37PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CS2749 Report Description: Ordinary Group II Pf Pe Pv BL 1.610 54.6 8.61 0.103577 4'-9-1/8 0.9 214 30'-4 26.9 8 11.3 4'-0 -0.8 76 32'-3 11.4 8'-9-1/8 120 Sprinkler, E(4'-0) Pf Pe Pv BL 2.067 54.6 5.22 0.030676 0'-4 0.2 76 32'-3 11.4 5'-0 75 32'-3 11.6 5'-4 120 E(5'-0) Pf Pe Pv BL 2.157 54.6 4.79 0.024926 6'-0-1/8 0.1 75 32'-3 11.6 1.0 209 29'-10 12.7 6'-0-1/8 120 Pf Pe Pv BL 2.157 83.2 7.30 0.054289 9'-0-5/8 1.2 209 29'-10 28.6 8 12.7 12'-3-5/8 2.1 69 24'-11¼16.0 21'-4¼ 120 Sprinkler, PO(12'-3-5/8) • • • • • Route 4 • • • • • Pf Pe Pv BL 1.380 27.1 5.81 0.060015 4'-8 0.3 215 27'-9 27.1 8 11.5 -0.7 77 29'-5-3/8 11.0 4'-8 120 Sprinkler • • • • • Route 5 • • • • • Pf Pe Pv BL 1.380 27.2 5.83 0.060404 7'-1-3/8 0.4 218 27'-9 27.2 8 11.6 -1.1 216 30'-4 10.9 7'-1-3/8 120 Sprinkler • • • • • Route 6 • • • • • Pf Pe Pv BL 1.380 27.7 5.94 0.062510 7'-1-3/8 0.4 217 27'-9 27.7 8 12.0 -1.1 214 30'-4 11.3 7'-1-3/8 120 Sprinkler • • • • • Route 7 • • • • • Pf Pe Pv BL 1.380 60.4 12.95 0.264308 1'-5¼2.0 207 24'-6 30.4 8 14.0 6'-0 -0.2 71 24'-11-3/8 15.8 7'-5¼ 120 Sprinkler,, Flow (q) from Route 9 T(6'-0) • • • • • Route 8 • • • • • Pf Pe Pv BL 1.380 60.8 13.05 0.268021 1'-5½2.0 205 24'-6 30.7 8 14.2 6'-0 -0.2 69 24'-11¼16.0 7'-5½ 120 Sprinkler,, Flow (q) from Route 10 PO(6'-0) • • • • • Route 9 • • • • • Pf Pe Pv BL 1.380 30.4 6.53 0.074468 8'-1 0.6 204 22'-0 30.4 8 14.5 -1.1 207 24'-6 14.0 8'-1 120 Sprinkler • • • • • Route 10 • • • • • Pf Pe Pv BL 1.380 30.7 6.58 0.075478 8'-1 0.6 202 22'-0 30.7 8 14.7 -1.1 205 24'-6 14.2 8'-1 120 Sprinkler • • • • • Route 11 • • • • • Pf Pe Pv AO 1.380 30.9 6.63 0.076535 6'-7¼0.7 210 32'-3 30.9 8 14.9 3'-0 72 32'-3 15.7 9'-7¼ 120 Sprinkler, E(3'-0) Pf Pe Pv BL 2.067 30.9 2.95 0.010700 0'-2-7/8 0.1 72 32'-3 15.7 5'-0 70 32'-3 15.7 5'-2-7/8 120 E(5'-0) Pf Pe Pv BL 2.157 30.9 2.71 0.008694 5'-1¼0.0 70 32'-3 15.7 1.0 206 29'-10 16.8 5'-1¼ 120 Pf Pe Pv BL 2.157 63.7 5.59 0.033141 8'-0¾0.3 206 29'-10 32.8 8 16.8 1.7 201 25'-10 18.8 8'-0¾ 120 Sprinkler Pf Pe Pv BL 2.157 98.4 8.64 0.074080 1'-9-7/8 1.0 201 25'-10 34.7 8 18.8 12'-3-5/8 0.4 66 24'-11-1/8 20.2 14'-1-5/8 120 Sprinkler, PO(12'-3-5/8) • • • • • Route 12 • • • • • Pf Pe Pv CM 4.260 129.2 2.91 0.004461 35'-9½0.3 232 20'-4 372.8 23.3 26'-4 62 20'-4 23.6 62'-1½ 120 T(26'-4), Flow (q) from Route 14 • • • • • Route 13 • • • • • Pf Pe Pv FR 4.260 243.6 5.48 0.014412 10'-4 0.3 232 20'-4 372.8 23.3 13'-2 4.5 596 10'-0 28.1 23'-6 120 Flow (q) from Route 14 E(13'-2) Pf Pe Pv CM 4.260 243.6 5.48 0.014412 34'-8-3/8 1.3 596 10'-0 28.1 52'-8 653 10'-0 29.4 87'-4-3/8 120 T(26'-4), 2E(13'-2) Pf Pe Pv FR 4.260 243.6 5.48 0.014412 2'-3 0.2 653 10'-0 29.4 13'-2 1.0 652 7'-9 30.6 15'-5 120 E(13'-2) © M.E.P.CAD, Inc.4/22/2016 Page 5AutoSPRINK® VR11 v11.0.30.0 12:02:37PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CS2749 Report Description: Ordinary Group II Pf Pe Pv CM 4.260 243.6 5.48 0.014412 67'-1¾1.5 652 7'-9 30.6 39'-6 -0.0 735 7'-9 32.1 106'-7¾ 120 3E(13'-2) • • • • • Route 14 • • • • • Pf Pe Pv CM 4.260 372.8 8.39 0.031671 22'-8 1.1 67 24'-11¼20.2 13'-2 2.0 232 20'-4 23.3 35'-10 120 E(13'-2) 1.51 Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe 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 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.4/22/2016 Page 6AutoSPRINK® VR11 v11.0.30.0 12:02:37PM Hydraulic Summary Report Description: MECH PENTHOUSE Job Number: CS2749 Node Flow(gpm) Total Hose Streams 250.0 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@Name 1 74.0 57.1 16.9994.9250.0 67.475.6 416.3Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 416.3 Maximum Pressure Unbalance In Loops 0.0 Additional Hose Supplies 250.0 Hose Allowance At Source Supplies 70.4gal1218.9gal MECH PENTHOUSE 0.20gpm/ft² 130.00ft² 1500.00ft² (Actual 676.05ft²) 6 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Volume capacity of Dry PipesVolume capacity of Wet Pipes 3.82 between nodes 1 and 2 Maximum Velocity Under Ground 35.68 between nodes 61 and 81 Maximum Velocity Above Ground 5.6 K-Factor 26.0 at 21.6 Most Demanding Sprinkler Data System Main/AllVail, CO 81657 Job Site/Building Vail Fire Department1778 Vail Valley Dr. AHJ 032Vail Golf and Nordic Center Job State Certification/License NumberJob Name: Geoffrey FunkCS2749 Contractor Contractor Number032 Name of Contractor: Western States Fire Protection Address 1 7026 S Tucson Way Address 2 Centennial, CO 80112 Contact Name Contact TitlePM ExtensionPhone 970-376-7312 FAX E-mail geoff.funk@wsfp.us Web-Site Geoffrey Funk Address 3 Address 1 Address 2 Drawing Name CS2749-VGNC-FPDesign System Flow Demand 166.3 Remote Area(s) Address 3 4/22/2016© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.30.0 12:08:37PM Hydraulic Graph Report Description: MECH PENTHOUSE Job Number: CS2749 System Demand (Including Hose Allowance at Source) System Demand 67.4 @ 994.9 Residual: Pressure 75.6 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 57.1 @ 166.3 57.1 @ 416.3 Available Pressure at Time of Test 74.0 @ 416.3 © M.E.P.CAD, Inc.4/22/2016 Page 2AutoSPRINK® VR11 v11.0.30.0 12:08:40PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: MECH PENTHOUSE Job Number: CS2749 Sprinkler 101 27.7 26.0 5.6 24.5 Sprinkler 102 30.0 26.0 5.6 28.8 Sprinkler 103 28.1 26.0 5.6 25.1 Sprinkler 104 28.2 26.0 5.6 25.3 Sprinkler 105 26.0 26.0 5.6 21.6 Sprinkler 106 26.3 26.0 5.6 22.1 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.4/22/2016 Page 3AutoSPRINK® VR11 v11.0.30.0 12:08:43PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CS2749 Report Description: MECH PENTHOUSE • • • • • Route 1 • • • • • Pf Pe Pv AO 1.049 26.0 9.65 0.211435 13'-11 2.9 105 31'-6 26.0 5.6 21.6 101 31'-6 24.5 13'-11 120 Sprinkler Pf Pe Pv AO 1.049 53.7 19.94 0.809459 1'-0 4.9 101 31'-6 27.7 5.6 24.5 5'-0 83 31'-6 29.4 6'-0 120 Sprinkler, T(5'-0) Pf Pe Pv BL 1.380 108.1 23.19 0.776486 1'-0 5.4 83 31'-6 54.4 29.4 6'-0 81 31'-6 34.8 7'-0 120 Flow (q) from Route 2 T(6'-0) Pf Pe Pv BL 1.380 166.3 35.68 1.722844 8'-1½14.0 81 31'-6 58.2 34.8 1.3 61 28'-5-3/8 50.1 8'-1½ 120 Flow (q) from Route 3 Pf Pe Pv BL 3.260 166.3 6.39 0.026187 19'-7-3/8 1.3 61 28'-5-3/8 50.1 29'-6¾3.5 64 20'-4 54.9 49'-2-1/8 120 E(9'-4-7/8), PO(20'-1-7/8) Pf Pe Pv CM 4.260 96.3 2.17 0.002590 20'-11¼0.1 64 20'-4 54.9 62 20'-4 55.0 20'-11¼ 120 Pf Pe Pv CM 4.260 90.9 2.05 0.002325 32'-0-3/8 0.2 62 20'-4 55.0 52'-8 1.0 60 18'-0 56.2 84'-8-3/8 120 2E(13'-2), T(26'-4) Pf Pe Pv FR 4.260 90.9 2.05 0.002325 0'-0 0.1 60 18'-0 56.2 26'-4 4.4 6 7'-9 60.7 26'-4 120 T(26'-4) Pf Pe Pv CM 4.260 90.9 2.05 0.002325 29'-11½0.1 6 7'-9 60.7 26'-4 735 7'-9 60.8 56'-3-5/8 120 T(26'-4) Pf Pe Pv CM 4.260 166.3 3.74 0.007116 37'-6-1/8 5.9 735 7'-9 75.5 60.8 65'-10 2.5 2 2'-0 69.2 103'-4-1/8 120 Flow (q) from Route 4 3E(13'-2), T(26'-4), BFP(-5.2) Pf Pe Pv UG 4.220 166.3 3.82 0.005602 516'-0 3.0 2 2'-0 69.2 23'-5 -15.2 1 37'-0 57.1 539'-5 140 E(16'-8¾), EE(6'-8¼), S 416.3 250.0 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv AO 1.049 26.3 9.77 0.216435 13'-11 3.0 106 31'-6 26.3 5.6 22.1 103 31'-6 25.1 13'-11 120 Sprinkler Pf Pe Pv AO 1.049 54.4 20.19 0.828511 1'-0 2.5 103 31'-6 28.1 5.6 25.1 2'-0 84 31'-6 27.6 3'-0 120 Sprinkler, E(2'-0) Pf Pe Pv BL 1.380 54.4 11.67 0.217903 8'-0-3/8 1.8 84 31'-6 27.6 83 31'-6 29.4 8'-0-3/8 120 • • • • • Route 3 • • • • • Pf Pe Pv AO 1.049 28.2 10.46 0.245523 13'-11 3.4 104 31'-6 28.2 5.6 25.3 102 31'-6 28.8 13'-11 120 Sprinkler Pf Pe Pv AO 1.049 58.2 21.61 0.939313 1'-0 2.8 102 31'-6 30.0 5.6 28.8 2'-0 82 31'-6 31.6 3'-0 120 Sprinkler, E(2'-0) Pf Pe Pv BL 1.380 58.2 12.49 0.247045 7'-0-3/8 3.2 82 31'-6 31.6 6'-0 81 31'-6 34.8 13'-0-3/8 120 T(6'-0) • • • • • Route 4 • • • • • Pf Pe Pv CM 4.260 70.0 1.58 0.001435 14'-10¼0.1 64 20'-4 54.9 26'-4 232 20'-4 55.0 41'-2¼ 120 T(26'-4) Pf Pe Pv FR 4.260 75.5 1.70 0.001649 10'-4 0.0 232 20'-4 5.5 55.0 13'-2 4.5 596 10'-0 59.5 23'-6 120 Flow (q) from Route 5 E(13'-2) Pf Pe Pv CM 4.260 75.5 1.70 0.001649 34'-8-3/8 0.1 596 10'-0 59.5 52'-8 653 10'-0 59.6 87'-4-3/8 120 T(26'-4), 2E(13'-2) Pf Pe Pv FR 4.260 75.5 1.70 0.001649 2'-3 0.0 653 10'-0 59.6 13'-2 1.0 652 7'-9 60.6 15'-5 120 E(13'-2) Pf Pe Pv CM 4.260 75.5 1.70 0.001649 67'-1¾0.2 652 7'-9 60.6 39'-6 -0.0 735 7'-9 60.8 106'-7¾ 120 3E(13'-2) © M.E.P.CAD, Inc.4/22/2016 Page 4AutoSPRINK® VR11 v11.0.30.0 12:08:46PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: CS2749 Report Description: MECH PENTHOUSE • • • • • Route 5 • • • • • Pf Pe Pv BL 3.260 5.5 0.21 0.000047 35'-9½0.0 65 24'-11 5.5 53.0 40'-3-7/8 -0.0 67 24'-11¼53.0 76'-1-3/8 120 T(20'-1-7/8), Flow (q) from Route 6 T(20'-1-7/8) Pf Pe Pv CM 4.260 5.5 0.12 0.000013 22'-8 0.0 67 24'-11¼53.0 13'-2 2.0 232 20'-4 55.0 35'-10 120 E(13'-2) • • • • • Route 6 • • • • • Pf Pe Pv CM 4.260 5.5 0.12 0.000013 22'-8-7/8 0.0 62 20'-4 55.0 39'-6 -2.0 65 24'-11 53.0 62'-2-7/8 120 T(26'-4) E(13'-2) 1.51 Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe 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 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.4/22/2016 Page 5AutoSPRINK® VR11 v11.0.30.0 12:08:46PM