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HomeMy WebLinkAboutF16-0070_Calcs_1487969280.pdf7026 S Tucson Way Centennial, CO 80112 Phone (303) 792-0022, Fax (303) 792-9049 Fire Protection Calculations and Equipment Submittal Cascade Club Parking Conversion WSFP #CS2928 Prepared by: Bryan Horn, PE Senior Project Manager Western States Fire Protection Co. 7026 South Tucson Way Centennial. CO 80112 (303) 792-0022 Email: bryan.horn@wsfp.us February 16, 2017 Vail Fire & Emergency Services 02/24/17 NOTES: psi psi psi inches gpm psi@ gpm psi@ gpm FLOW TEST DATA SHEET GENERAL DATA TEMPERATURE AT TEST: TEST CONDUCTED BY: STATIC PRESSURE: RESIDUAL PRESSURE--ONE HYDRANT NAME OF PROPERTY: ADDRESS OF PROPERTY: CITY: STATE: DATE OF TEST: TIME OF TEST: TO CALCULATE FLOW IN GPM USE: Q=29.83d2cp.5 Model Data STATIC PRESSURE--NO FLOW: RESIDUAL PRESSURE--ONE HYDRANT FLOWING: PITOT PRESSURE--HYDRANT #1: BUTT #1 OPENING--HYDRANT #1: FLOW COEFFICIENT--HYDRANT #1: FLOW IN GPM--HYDRANT #1: FLOW TEST DATA TEST WITNESSED BY: SUMMARY DATA 4/15/20148:28 AM Charter Sports at Cascades lodge and spa Vail 1300 Westhaven Dr Colo April 15,2014 900a'm 60 Ernie C. Burt and Joe Hayden 110 100 32 Vail Fire & Emergency Services 02/24/17 Hydraulic Summary Report Description: Ordinary Group I Job Number: CS2928 Node Flow(gpm) Total Hose Streams 250.00 Safety Margin Required Available Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) @ @ Name 17 56.000 49.539 6.462 950.00 250.00 53.000 59.000 653.11 Water Supply Design Engineer Job Number Total Water Required (Including Hose Allowance) 653.11 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 250.00 Hose Allowance At Source Supplies 672.11gal 882.33gal Ordinary Group I 0.150gpm/ft² 129.50ft² 2535.00ft² (Actual 2568.20ft²) 20 Occupancy Area of Application Coverage Per Sprinkler Number Of Sprinklers Calculated Density Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Right: 48.836 Volume capacity of Dry Pipes Volume capacity of Wet Pipes 4.18 between nodes 17 and 16 Maximum Velocity Under Ground 9.07 between nodes 15 and 13 Maximum Velocity Above Ground 5.6 K-Factor 19.43 at 12.032 Most Demanding Sprinkler Data System Vail, CO 81657 Job Site/Building 1295 Westhaven Drive AHJ Cascade Club Parking Job State Certification/License Number Job Name: Bryan Horn CS2928 Contractor Contractor Number 032 Name of Contractor: Western States Fire Protection Address 1 7026 S Tucson Way Address 2 Centennial, CO 80112 Contact Name Contact Title PM Extension Phone 303-792-0022 FAX E-mail bryan.horn@wsfp.us Web-Site Bryan Horn Address 3 Address 1 Address 2 Drawing Name WSFP CS2928 Cascade Club Parking Submittal System Flow Demand 403.11 Remote Area(s) Address 3 2/15/2017 © M.E.P.CAD, Inc. Page 1 AutoSPRINK® VR11 v11.0.39.0 9:21:30PM Vail Fire & Emergency Services 02/24/17 Hydraulic Graph Report Description: Ordinary Group I Job Number: CS2928 System Demand (Including Hose Allowance at Source) System Demand 53.000 @ 950.00 Residual: Pressure 59.000 Static: Pressure Water Supply at Node 17 Hydraulic Graph Water Supply at Node 17 49.539 @ 403.11 49.539 @ 653.11 Available Pressure at Time of Test 56.000 @ 653.11 © M.E.P.CAD, Inc. 2/15/2017 Page 2 AutoSPRINK® VR11 v11.0.39.0 9:21:32PM Vail Fire & Emergency Services 02/24/17 Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Ordinary Group I Job Number: CS2928 Sprinkler 101 19.43 19.43 5.6 12.032 Sprinkler 102 19.44 19.43 5.6 12.049 Sprinkler 103 19.49 19.43 5.6 12.111 Sprinkler 104 19.59 19.43 5.6 12.242 Sprinkler 105 19.64 19.43 5.6 12.296 Sprinkler 106 19.65 19.43 5.6 12.314 Sprinkler 107 19.70 19.43 5.6 12.377 Sprinkler 108 19.77 19.43 5.6 12.465 Sprinkler 109 19.81 19.43 5.6 12.510 Sprinkler 110 19.99 19.43 5.6 12.738 Sprinkler 111 20.04 19.43 5.6 12.804 Sprinkler 112 20.26 19.43 5.6 13.084 Sprinkler 113 20.41 19.43 5.6 13.284 Sprinkler 114 20.52 19.43 5.6 13.421 Sprinkler 115 20.53 19.43 5.6 13.440 Sprinkler 116 20.58 19.43 5.6 13.508 Sprinkler 117 20.69 19.43 5.6 13.652 Sprinkler 118 20.88 19.43 5.6 13.900 Sprinkler 119 21.16 19.43 5.6 14.275 Sprinkler 120 21.55 19.43 5.6 14.805 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. 2/15/2017 Page 3 AutoSPRINK® VR11 v11.0.39.0 9:21:33PM Vail Fire & Emergency Services 02/24/17 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: CS2928 Report Description: Ordinary Group I • • • • • Route 1 • • • • • Pf Pe Pv SP 1.0490 19.43 7.21 0.172755 0'-6½ 0.707 101 20'-1 19.43 5.6 12.032 3'-7 0.228 1 19'-6½ 12.967 4'-1 100 Sprinkler, PO(3'-7) Pf Pe Pv BL 2.6350 19.43 1.14 0.001947 9'-3 0.018 1 19'-6½ 12.967 2 19'-6½ 12.985 9'-3 100 Pf Pe Pv BL 2.6350 38.86 2.29 0.007024 9'-3 0.065 2 19'-6½ 19.44 12.985 3 19'-6½ 13.050 9'-3 100 Flow (q) from Route 2 Pf Pe Pv BL 2.6350 58.35 3.43 0.014899 9'-3 0.138 3 19'-6½ 19.49 13.050 4 19'-6½ 13.188 9'-3 100 Flow (q) from Route 3 Pf Pe Pv BL 2.6350 77.95 4.59 0.025454 9'-3 0.235 4 19'-6½ 19.59 13.188 5 19'-6½ 13.423 9'-3 100 Flow (q) from Route 4 Pf Pe Pv BL 2.6350 97.72 5.75 0.038670 9'-3 0.358 5 19'-6½ 19.77 13.423 6 19'-6½ 13.781 9'-3 100 Flow (q) from Route 8 Pf Pe Pv BL 2.6350 117.76 6.93 0.054607 9'-3 0.505 6 19'-6½ 20.04 13.781 7 19'-6½ 14.286 9'-3 100 Flow (q) from Route 11 Pf Pe Pv BL 2.6350 138.17 8.13 0.073397 82'-10 6.078 7 19'-6½ 20.41 14.286 8 19'-6½ 20.365 82'-10 100 Flow (q) from Route 13 Pf Pe Pv BL 3.2600 138.17 5.31 0.026032 27'-4 1.210 8 19'-6½ 20.365 19'-2 2.619 9 13'-6 24.194 46'-6 100 fE(4'-9½), PO(14'-4½) Pf Pe Pv CM 4.2600 284.07 6.39 0.026838 14'-0 0.376 9 13'-6 145.90 24.194 10 13'-6 24.570 14'-0 100 Flow (q) from Route 14 Pf Pe Pv CM 4.2600 403.11 9.07 0.051279 87'-10 4.831 10 13'-6 119.04 24.570 6'-4½ 2.818 13 7'-0 32.219 94'-2½ 100 Flow (q) from Route 5 fE(6'-4½) Pf Pe Pv CM 4.2600 403.11 9.07 0.036598 219'-8½ 11.896 13 7'-0 32.219 105'-4 -1.301 15 10'-0 42.814 325'-0½ 120 10fE(8'-11½), BV(15'-9½) Pf Pe Pv CM 6.3570 403.11 4.07 0.005210 43'-6½ 5.672 15 10'-0 42.814 85'-6 8.237 16 -9'-0 56.723 129'-0½ 120 fE(12'-7), 2E(17'-7), T(37'-8½), BFP(-5.000) Pf Pe Pv UG 6.2800 403.11 4.18 0.004157 137'-10½ 0.619 16 -9'-0 56.723 11'-0½ -7.803 17 9'-0 49.539 148'-11 140 EE(11'-0½), S 653.11 250.00 Hose Allowance At Source 17 • • • • • Route 2 • • • • • Pf Pe Pv SP 1.0490 19.44 7.22 0.172982 0'-6½ 0.708 102 20'-1 19.44 5.6 12.049 3'-7 0.228 2 19'-6½ 12.985 4'-1 100 Sprinkler, PO(3'-7) • • • • • Route 3 • • • • • Pf Pe Pv SP 1.0490 19.49 7.23 0.173800 0'-6½ 0.711 103 20'-1 19.49 5.6 12.111 3'-7 0.228 3 19'-6½ 13.050 4'-1 100 Sprinkler, PO(3'-7) • • • • • Route 4 • • • • • Pf Pe Pv SP 1.0490 19.59 7.27 0.175534 0'-6½ 0.718 104 20'-1 19.59 5.6 12.242 3'-7 0.228 4 19'-6½ 13.188 4'-1 100 Sprinkler, PO(3'-7) • • • • • Route 5 • • • • • Pf Pe Pv SP 1.0490 19.64 7.29 0.176259 0'-6½ 0.721 105 25'-3 19.64 5.6 12.296 3'-7 0.228 18 24'-8½ 13.245 4'-1 100 Sprinkler, PO(3'-7) Pf Pe Pv BL 2.6350 19.64 1.16 0.001987 9'-3 0.018 18 24'-8½ 13.245 19 24'-8½ 13.264 9'-3 100 Pf Pe Pv BL 2.6350 39.29 2.31 0.007167 9'-3 0.066 19 24'-8½ 19.65 13.264 20 24'-8½ 13.330 9'-3 100 Flow (q) from Route 6 Pf Pe Pv BL 2.6350 58.99 3.47 0.015201 9'-3 0.141 20 24'-8½ 19.70 13.330 21 24'-8½ 13.471 9'-3 100 Flow (q) from Route 7 © M.E.P.CAD, Inc. 2/15/2017 Page 4 AutoSPRINK® VR11 v11.0.39.0 9:21:35PM Vail Fire & Emergency Services 02/24/17 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: CS2928 Report Description: Ordinary Group I Pf Pe Pv BL 2.6350 78.80 4.64 0.025970 9'-3 0.240 21 24'-8½ 19.81 13.471 22 24'-8½ 13.711 9'-3 100 Flow (q) from Route 9 Pf Pe Pv BL 2.6350 98.78 5.81 0.039454 9'-3 0.365 22 24'-8½ 19.99 13.711 23 24'-8½ 14.076 9'-3 100 Flow (q) from Route 10 Pf Pe Pv BL 2.6350 119.04 7.00 0.055713 82'-10 4.614 23 24'-8½ 20.26 14.076 24 24'-8½ 18.690 82'-10 100 Flow (q) from Route 12 Pf Pe Pv BL 3.2600 119.04 4.58 0.019760 32'-6 1.021 24 24'-8½ 18.690 19'-2 4.859 10 13'-6 24.570 51'-8 100 fE(4'-9½), PO(14'-4½) • • • • • Route 6 • • • • • Pf Pe Pv SP 1.0490 19.65 7.29 0.176490 0'-6½ 0.722 106 25'-3 19.65 5.6 12.314 3'-7 0.228 19 24'-8½ 13.264 4'-1 100 Sprinkler, PO(3'-7) • • • • • Route 7 • • • • • Pf Pe Pv SP 1.0490 19.70 7.31 0.177323 0'-6½ 0.725 107 25'-3 19.70 5.6 12.377 3'-7 0.228 20 24'-8½ 13.330 4'-1 100 Sprinkler, PO(3'-7) • • • • • Route 8 • • • • • Pf Pe Pv SP 1.0490 19.77 7.34 0.178494 0'-6½ 0.730 108 20'-1 19.77 5.6 12.465 3'-7 0.228 5 19'-6½ 13.423 4'-1 100 Sprinkler, PO(3'-7) • • • • • Route 9 • • • • • Pf Pe Pv SP 1.0490 19.81 7.35 0.179090 0'-6½ 0.733 109 25'-3 19.81 5.6 12.510 3'-7 0.228 21 24'-8½ 13.471 4'-1 100 Sprinkler, PO(3'-7) • • • • • Route 10 • • • • • Pf Pe Pv SP 1.0490 19.99 7.42 0.182106 0'-6½ 0.745 110 25'-3 19.99 5.6 12.738 3'-7 0.228 22 24'-8½ 13.711 4'-1 100 Sprinkler, PO(3'-7) • • • • • Route 11 • • • • • Pf Pe Pv SP 1.0490 20.04 7.44 0.182985 0'-6½ 0.749 111 20'-1 20.04 5.6 12.804 3'-7 0.228 6 19'-6½ 13.781 4'-1 100 Sprinkler, PO(3'-7) • • • • • Route 12 • • • • • Pf Pe Pv SP 1.0490 20.26 7.52 0.186680 0'-6½ 0.764 112 25'-3 20.26 5.6 13.084 3'-7 0.228 23 24'-8½ 14.076 4'-1 100 Sprinkler, PO(3'-7) • • • • • Route 13 • • • • • Pf Pe Pv SP 1.0490 20.41 7.58 0.189311 0'-6½ 0.774 113 20'-1 20.41 5.6 13.284 3'-7 0.228 7 19'-6½ 14.286 4'-1 100 Sprinkler, PO(3'-7) • • • • • Route 14 • • • • • Pf Pe Pv SP 1.0490 20.52 7.62 0.191118 0'-6½ 0.782 114 14'-9 20.52 5.6 13.421 3'-7 0.228 25 14'-2½ 14.431 4'-1 100 Sprinkler, PO(3'-7) Pf Pe Pv BL 2.6350 20.52 1.21 0.002154 9'-3 0.020 25 14'-2½ 14.431 26 14'-2½ 14.451 9'-3 100 Pf Pe Pv BL 2.6350 41.04 2.41 0.007771 9'-3 0.072 26 14'-2½ 20.53 14.451 27 14'-2½ 14.522 9'-3 100 Flow (q) from Route 15 Pf Pe Pv BL 2.6350 61.63 3.63 0.016482 9'-3 0.152 27 14'-2½ 20.58 14.522 28 14'-2½ 14.675 9'-3 100 Flow (q) from Route 16 Pf Pe Pv BL 2.6350 82.32 4.84 0.028158 9'-3 0.260 28 14'-2½ 20.69 14.675 29 14'-2½ 14.935 9'-3 100 Flow (q) from Route 17 Pf Pe Pv BL 2.6350 103.20 6.07 0.042777 9'-3 0.396 29 14'-2½ 20.88 14.935 30 14'-2½ 15.331 9'-3 100 Flow (q) from Route 18 Pf Pe Pv BL 2.6350 124.35 7.32 0.060403 9'-3 0.559 30 14'-2½ 21.16 15.331 31 14'-2½ 15.890 9'-3 100 Flow (q) from Route 19 Pf Pe Pv BL 2.6350 145.90 8.58 0.081180 82'-10 6.723 31 14'-2½ 21.55 15.890 32 14'-2½ 22.613 82'-10 100 Flow (q) from Route 20 Pf Pe Pv BL 3.2600 145.90 5.61 0.028793 21'-3½ 1.165 32 14'-2½ 22.613 19'-2 0.307 33 13'-6 24.084 40'-5½ 100 fE(4'-9½), PO(14'-4½) © M.E.P.CAD, Inc. 2/15/2017 Page 5 AutoSPRINK® VR11 v11.0.39.0 9:21:35PM Vail Fire & Emergency Services 02/24/17 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: CS2928 Report Description: Ordinary Group I Pf Pe Pv CM 4.2600 145.90 3.28 0.007824 14'-0 0.110 33 13'-6 24.084 9 13'-6 24.194 14'-0 100 • • • • • Route 15 • • • • • Pf Pe Pv SP 1.0490 20.53 7.62 0.191367 0'-6½ 0.783 115 14'-9 20.53 5.6 13.440 3'-7 0.228 26 14'-2½ 14.451 4'-1 100 Sprinkler, PO(3'-7) • • • • • Route 16 • • • • • Pf Pe Pv SP 1.0490 20.58 7.64 0.192265 0'-6½ 0.787 116 14'-9 20.58 5.6 13.508 3'-7 0.228 27 14'-2½ 14.522 4'-1 100 Sprinkler, PO(3'-7) • • • • • Route 17 • • • • • Pf Pe Pv SP 1.0490 20.69 7.68 0.194169 0'-6½ 0.794 117 14'-9 20.69 5.6 13.652 3'-7 0.228 28 14'-2½ 14.675 4'-1 100 Sprinkler, PO(3'-7) • • • • • Route 18 • • • • • Pf Pe Pv SP 1.0490 20.88 7.75 0.197418 0'-6½ 0.808 118 14'-9 20.88 5.6 13.900 3'-7 0.228 29 14'-2½ 14.935 4'-1 100 Sprinkler, PO(3'-7) • • • • • Route 19 • • • • • Pf Pe Pv SP 1.0490 21.16 7.85 0.202347 0'-6½ 0.828 119 14'-9 21.16 5.6 14.275 3'-7 0.228 30 14'-2½ 15.331 4'-1 100 Sprinkler, PO(3'-7) • • • • • Route 20 • • • • • Pf Pe Pv SP 1.0490 21.55 8.00 0.209291 0'-6½ 0.856 120 14'-9 21.55 5.6 14.805 3'-7 0.228 31 14'-2½ 15.890 4'-1 100 Sprinkler, PO(3'-7) 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. 2/15/2017 Page 6 AutoSPRINK® VR11 v11.0.39.0 9:21:35PM Vail Fire & Emergency Services 02/24/17 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: CS2928 Report Description: Ordinary Group I 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. 2/15/2017 Page 7 AutoSPRINK® VR11 v11.0.39.0 9:21:35PM Vail Fire & Emergency Services 02/24/17 Hydraulic Summary Report Description: Ordinary Group II Job Number: CS2928 Node Flow(gpm) Total Hose Streams 250.00 Safety Margin Required Available Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) @ @ Name 17 57.841 22.024 35.817 950.00 250.00 53.000 59.000 390.57 Water Supply Design Engineer Job Number Total Water Required (Including Hose Allowance) 390.57 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 250.00 Hose Allowance At Source Supplies 672.11gal 882.33gal NA NA NA NA 7 Occupancy Area of Application Coverage Per Sprinkler Number Of Sprinklers Calculated Density Manually Flowing Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Volume capacity of Dry Pipes Volume capacity of Wet Pipes 1.46 between nodes 17 and 16 Maximum Velocity Under Ground 8.01 between nodes 37 and 204 Maximum Velocity Above Ground 5.6 K-Factor 19.43 at 12.038 Most Demanding Sprinkler Data System Vail, CO 81657 Job Site/Building 1295 Westhaven Drive AHJ Cascade Club Parking Job State Certification/License Number Job Name: Bryan Horn CS2928 Contractor Contractor Number 032 Name of Contractor: Western States Fire Protection Address 1 7026 S Tucson Way Address 2 Centennial, CO 80112 Contact Name Contact Title PM Extension Phone 303-792-0022 FAX E-mail bryan.horn@wsfp.us Web-Site Bryan Horn Address 3 Address 1 Address 2 Drawing Name WSFP CS2928 Cascade Club Parking Submittal System Flow Demand 140.57 Remote Area(s) Address 3 2/15/2017 © M.E.P.CAD, Inc. Page 1 AutoSPRINK® VR11 v11.0.39.0 9:50:15PM Vail Fire & Emergency Services 02/24/17 Hydraulic Graph Report Description: Ordinary Group II Job Number: CS2928 System Demand (Including Hose Allowance at Source) System Demand 53.000 @ 950.00 Residual: Pressure 59.000 Static: Pressure Water Supply at Node 17 Hydraulic Graph Water Supply at Node 17 22.024 @ 140.57 22.024 @ 390.57 Available Pressure at Time of Test 57.841 @ 390.57 © M.E.P.CAD, Inc. 2/15/2017 Page 2 AutoSPRINK® VR11 v11.0.39.0 9:50:17PM Vail Fire & Emergency Services 02/24/17 Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Ordinary Group II Job Number: CS2928 Sprinkler 201 19.43 19.43 5.6 12.038 Sprinkler 202 19.43 19.43 5.6 12.044 Sprinkler 203 19.45 19.43 5.6 12.066 Sprinkler 204 21.56 19.43 5.6 14.828 Sprinkler 205 19.04 18.00 5.6 11.555 Sprinkler 206 20.70 19.43 5.6 13.668 Sprinkler 207 20.95 18.00 5.6 13.998 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. 2/15/2017 Page 3 AutoSPRINK® VR11 v11.0.39.0 9:50:19PM Vail Fire & Emergency Services 02/24/17 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: CS2928 Report Description: Ordinary Group II • • • • • Route 1 • • • • • Pf Pe Pv SP 1.0490 19.43 7.21 0.172837 0'-6½ 0.707 201 14'-9 19.43 5.6 12.038 3'-7 0.228 34 14'-2½ 12.974 4'-1 100 Sprinkler, PO(3'-7) Pf Pe Pv BL 3.2600 19.43 0.75 0.000691 9'-3 0.006 34 14'-2½ 12.974 35 14'-2½ 12.980 9'-3 100 Pf Pe Pv BL 3.2600 38.86 1.49 0.002491 9'-3 0.023 35 14'-2½ 19.43 12.980 36 14'-2½ 13.003 9'-3 100 Flow (q) from Route 2 Pf Pe Pv BL 3.2600 58.32 2.24 0.005278 2'-4 0.114 36 14'-2½ 19.45 13.003 19'-2 0.307 11 13'-6 13.424 21'-6 100 Flow (q) from Route 3 fE(4'-9½), PO(14'-4½) Pf Pe Pv CM 4.2600 58.32 1.31 0.001434 8'-3½ 0.021 11 13'-6 13.424 6'-4½ 2.583 12 7'-6½ 16.028 14'-8 100 fE(6'-4½) Pf Pe Pv CM 4.2600 100.83 2.27 0.003950 0'-6½ 0.002 12 7'-6½ 42.52 16.028 0.235 13 7'-0 16.265 0'-6½ 100 Flow (q) from Route 5 Pf Pe Pv CM 4.2600 100.83 2.27 0.002819 60'-3 0.296 13 7'-0 16.265 44'-9 -0.513 14 8'-2 16.048 105'-0½ 120 5fE(8'-11½) Pf Pe Pv CM 4.2600 140.57 3.16 0.005212 159'-5½ 1.147 14 8'-2 39.74 16.048 60'-7 -0.788 15 10'-0 16.407 220'-0 120 Flow (q) from Route 4 5fE(8'-11½), BV(15'-9½) Pf Pe Pv CM 6.3570 140.57 1.42 0.000742 43'-6½ 5.096 15 10'-0 16.407 85'-6 8.237 16 -9'-0 29.740 129'-0½ 120 fE(12'-7), 2E(17'-7), T(37'-8½), BFP(-5.000) Pf Pe Pv UG 6.2800 140.57 1.46 0.000592 137'-10½ 0.088 16 -9'-0 29.740 11'-0½ -7.803 17 9'-0 22.024 148'-11 140 EE(11'-0½), S 390.57 250.00 Hose Allowance At Source 17 • • • • • Route 2 • • • • • Pf Pe Pv SP 1.0490 19.43 7.21 0.172917 0'-6½ 0.707 202 14'-9 19.43 5.6 12.044 3'-7 0.228 35 14'-2½ 12.980 4'-1 100 Sprinkler, PO(3'-7) • • • • • Route 3 • • • • • Pf Pe Pv SP 1.0490 19.45 7.22 0.173208 0'-6½ 0.709 203 14'-9 19.45 5.6 12.066 3'-7 0.228 36 14'-2½ 13.003 4'-1 100 Sprinkler, PO(3'-7) • • • • • Route 4 • • • • • Pf Pe Pv BL 1.0490 19.04 7.07 0.166411 11'-3 2.113 205 8'-2 19.04 5.6 11.555 1'-5 206 8'-2 13.668 12'-8½ 100 Sprinkler, E(1'-5) Pf Pe Pv BL 1.6820 39.74 5.74 0.046499 41'-3½ 2.380 206 8'-2 20.70 5.6 13.668 9'-11 14 8'-2 16.048 51'-2 120 Sprinkler, PO(9'-11) • • • • • Route 5 • • • • • Pf Pe Pv SP 1.0490 21.56 8.01 0.209587 0'-6½ 0.857 204 8'-1 21.56 5.6 14.828 3'-7 0.228 37 7'-6½ 15.914 4'-1 100 Sprinkler, PO(3'-7) Pf Pe Pv BL 3.2600 21.56 0.83 0.000838 6'-3½ 0.009 37 7'-6½ 15.914 4'-9½ 38 7'-6½ 15.923 11'-1 100 fE(4'-9½) Pf Pe Pv BL 3.2600 42.52 1.63 0.002942 16'-6 0.105 38 7'-6½ 20.95 15.923 19'-2 0.000 12 7'-6½ 16.028 35'-8 100 Flow (q) from Route 6 fE(4'-9½), PO(14'-4½) • • • • • Route 6 • • • • • Pf Pe Pv BL 1.0490 20.95 7.78 0.198705 2'-1½ 1.697 207 8'-1 20.95 5.6 13.998 6'-5 0.228 38 7'-6½ 15.923 8'-6½ 100 Sprinkler, 2E(1'-5), PO(3'-7) 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. 2/15/2017 Page 4 AutoSPRINK® VR11 v11.0.39.0 9:50:21PM Vail Fire & Emergency Services 02/24/17 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: CS2928 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. 2/15/2017 Page 5 AutoSPRINK® VR11 v11.0.39.0 9:50:21PM Vail Fire & Emergency Services 02/24/17 MATERIAL INDEX Description Model Manufacturer I. Sprinkler Heads A. Standard Spray QR Upright F1FR 56 Reliable II. Steel Pipe A. Schedule 40 Pipe ASTM 795 Varies** B. Schedule 10 Pipe ASTM 795 Varies** III. Threaded Fittings A. Black Class 125 Cast Iron ANSI B16.4 Varies** B. Class 150 Malleable Iron ANSI B16.3 Varies** IV. Grooved Fittings A. Firelock Grooved Fittings Varies Victaulic* B. Grooved Couplings 005 Victaulic* V. Pipe Hangers A. Beam Clamp Fig. 360 pHd* B. All Thread Rod Fig. 20 pHd* C. Adjustable Ring Hanger Fig. 141 pHd* VI. Valves and Devices A. Dry Pipe Valve EX Reliable B. Air Maintenance Device A-2 Reliable C. Accelerator B-1 Reliable D. Air Compressor 60 Gallon Husky E. Pressure Switch PS10 Potter F. Low Air Switch PS40 Potter G. Grooved Butterfly Valve 705 Victaulic * Denotes equivalent product may be substituted to meet project schedule ** Denotes not submitted (manufacturers vary) Vail Fire & Emergency Services 02/24/17