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HomeMy WebLinkAboutFile Documents.415 E Hyman Ave.0087.2017 (13).ACBKHydraulic Summary Report Description: CALC #1 Job Number: 17026 - CALC 1 OF 1 Node Flow(gpm) Total Hose Streams 100.00 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) @@Name 9 101.34 79.26 22.091353.00100.00 92.00102.00 310.47Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 310.47 Maximum Pressure Unbalance In Loops 0.00 Additional Hose Supplies 100.00 Hose Allowance At Source Supplies 117.32gal Light Hazard 0.10gpm/ft² 196.00ft² 900.00ft² (Actual 930.96ft²) 10 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density CALC 1 OF 1 Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Volume capacity of Dry PipesVolume capacity of Wet Pipes 2.18 between nodes 9 and 8 Maximum Velocity Under Ground 20.12 between nodes 4 and 3 Maximum Velocity Above Ground 5.6 K-Factor 19.60 at 12.25 Most Demanding Sprinkler Data System ASPEN, CO 81611 Job Site/Building ASPEN FIRE DISTRICT415 E HYMAN AVE, MAIN LEVEL AHJ SOTHEBY'S ASPEN TENANT FINISH Job State Certification/License NumberJob Name: D. FERGUSON, SET17026 Contractor Contractor Number 17-S-05348 Name of Contractor: FLAMEOUT FIRE PROTECTION, INC. Address 1 P.O. BOX 56 Address 2 SNOWMASS, CO 81654 Contact Name Contact Title PRESIDENT ExtensionPhone 970.927-4933 FAX E-mail SPENCER@FLAMEOUTFIRE.COM Web-Site WWW.FLAMEOUTFIRE.COM SPENCER BOOTHE Address 3 Address 1 Address 2 Drawing Name 17026-01-00.cad System Flow Demand 210.47 Remote Area(s) Address 3 9/2/2017© M.E.P.CAD, Inc.Page 1AutoSPRINK® 12 v12.0.61.0 11:34:26AM 9/26/17 Hydraulic Graph Report Description: CALC #1 Job Number: 17026 - CALC 1 OF 1 92.00 @ 1353.00 Residual: Pressure 102.00 Static: Pressure Water Supply at Node 9 Hydraulic Graph Water Supply at Node 9 79.26 @ 210.47 79.26 @ 310.47 Available Pressure at Time of Test 101.34 @ 310.47 System Demand System Demand (Including Hose Allowance at Source) © M.E.P.CAD, Inc.9/2/2017 Page 2AutoSPRINK® 12 v12.0.61.0 11:34:36AM 9/26/17 Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: CALC #1 Job Number: 17026 - CALC 1 OF 1 Sprinkler 1001 19.60 19.60 5.6 12.25 Sprinkler 1002 19.95 19.60 5.6 12.69 Sprinkler 1003 22.11 19.60 5.6 15.59 Sprinkler 1004 19.64 19.60 5.6 12.30 Sprinkler 1005 20.34 19.60 5.6 13.19 Sprinkler 1006 20.95 19.60 5.6 14.00 Sprinkler 1007 21.97 19.60 5.6 15.39 Sprinkler 1008 19.66 19.60 5.6 12.32 Sprinkler 1009 20.12 19.60 5.6 12.91 Sprinkler 1010 26.13 19.60 5.6 21.78 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.9/2/2017 Page 3AutoSPRINK® 12 v12.0.61.0 11:34:48AM 9/26/17 FittingsNode Elevation(Foot) Pressure(psi) Discharge(gpm) Node Analysis Report Description: CALC #1 Job Number: 17026 - CALC 1 OF 1 9 8'-6 S 79.26 210.47 1001 19'-0 Spr(-12.25) 12.25 19.60 1002 19'-0 Spr(-13.39) 12.69 19.95 1003 19'-0 Spr(-16.85) 15.59 22.11 1004 19'-0 Spr(-12.30) 12.30 19.64 1005 19'-0 Spr(-13.68) 13.19 20.34 1006 19'-0 Spr(-14.95) 14.00 20.95 1007 19'-0 Spr(-16.98) 15.39 21.97 1008 19'-0 Spr(-12.32) 12.32 19.66 1009 19'-0 Spr(-13.01) 12.91 20.12 1010 19'-0 Spr(-23.08) 21.78 26.13 1 19'-0 T(5'-0) 12.94 2 19'-0 T(8'-0) 20.54 3 19'-0 T(8'-0) 54.10 4 19'-0 fT(10'-9½) 61.94 5 8'-6 T(12'-0) 71.53 6 8'-6 73.77 7 8'-6 74.03 8 8'-6 79.16 10 19'-0 T(5'-0) 13.05 11 19'-0 T(8'-0) 22.17 12 19'-0 T(5'-0) 13.01 © M.E.P.CAD, Inc.9/2/2017 Page 4AutoSPRINK® 12 v12.0.61.0 11:34:53AM 9/26/17 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: 17026 - CALC 1 OF 1 Report Description: CALC #1 • • • • • Route 1 • • • • • Pf Pe Pv AO 1.049 19.60 7.28 0.125357 0'-6 0.69 1001 19'-0 19.60 5.6 12.25 5'-0 1 19'-0 13.27 12.94 5'-6 0.33 120 Sprinkler, T(5'-0) Pf Pe Pv BL 1.610 44.76 7.05 0.071709 1'-8½ 0.12 1 19'-0 25.16 13.27 12.94 1002 19'-0 13.39 12.69 1'-8½ 0.70 120 Flow (q) from Route 3 Pf Pe Pv BL 1.610 64.71 10.20 0.141823 16'-4½ 3.46 1002 19'-0 19.95 5.6 13.39 12.69 8'-0 1003 19'-0 16.85 15.59 24'-4½ 1.26 120 Sprinkler, 2E(4'-0) Pf Pe Pv BL 1.610 86.83 13.68 0.244294 7'-1 3.69 1003 19'-0 22.11 5.6 16.85 15.59 8'-0 2 19'-0 23.04 20.54 15'-1 2.50 120 Sprinkler, T(8'-0) Pf Pe Pv BL 1.610 122.29 19.27 0.460370 47'-5½ 31.06 2 19'-0 35.47 23.04 20.54 20'-0 3 19'-0 54.10 67'-5½ 120 Flow (q) from Route 2 3E(4'-0), T(8'-0) Pf Pe Pv BL 2.067 210.47 20.12 0.372257 4'-3 7.84 3 19'-0 88.18 54.10 16'-9½ 4 19'-0 61.94 21'-0½ 120 Flow (q) from Route 4 f(-0.00), BV(6'-0), fT(10'-9½) Pf Pe Pv FR 2.469 210.47 14.10 0.156666 14'-2 5.04 4 19'-0 61.94 18'-0 4.55 5 8'-6 71.53 32'-2 120 E(6'-0), T(12'-0) Pf Pe Pv CM 3.260 210.47 8.09 0.040474 55'-5 2.24 5 8'-6 71.53 6 8'-6 73.77 55'-5 120 Pf Pe Pv CM 4.026 210.47 5.30 0.014482 8'-0 0.26 6 8'-6 73.77 10'-0 7 8'-6 74.03 18'-0 120 E(10'-0) Pf Pe Pv CM 6.065 210.47 2.34 0.001969 10'-0 5.13 7 8'-6 74.03 56'-0 8 8'-6 79.16 66'-0 120 4E(14'-0), BFP(-5.00) Pf Pe Pv UG 6.280 210.47 2.18 0.001249 25'-0 0.10 8 8'-6 79.16 52'-0 9 8'-6 79.26 77'-0 140 T(47'-3½), GV(4'-8½), S 310.47 100.00 Hose Allowance At Source 9 • • • • • Route 2 • • • • • Pf Pe Pv AO 1.049 19.64 7.29 0.125854 0'-11 0.74 1004 19'-0 19.64 5.6 12.30 5'-0 10 19'-0 13.24 13.05 5'-11 0.20 120 Sprinkler, T(5'-0) Pf Pe Pv BL 1.610 34.25 5.40 0.043717 6'-1½ 0.44 10 19'-0 14.61 13.24 13.05 4'-0 1005 19'-0 13.68 13.19 10'-1½ 0.50 120 Flow (q) from Route 5 E(4'-0) Pf Pe Pv BL 1.610 54.59 8.60 0.103532 12'-3 1.27 1005 19'-0 20.34 5.6 13.68 13.19 1006 19'-0 14.95 14.00 12'-3 0.95 120 Sprinkler Pf Pe Pv BL 1.610 75.54 11.90 0.188827 10'-9 2.03 1006 19'-0 20.95 5.6 14.95 14.00 1007 19'-0 16.98 15.39 10'-9 1.59 120 Sprinkler Pf Pe Pv BL 1.610 97.51 15.37 0.302803 11'-3 5.83 1007 19'-0 21.97 5.6 16.98 15.39 8'-0 11 19'-0 22.81 22.17 19'-3 0.64 120 Sprinkler, 2E(4'-0) Pf Pe Pv BL 1.610 35.47 5.59 0.046623 10'-8 0.87 11 19'-0 22.81 22.17 8'-0 219'-0 23.04 20.54 18'-8 2.50 120 T(8'-0) • • • • • Route 3 • • • • • Pf Pe Pv AO 1.049 19.66 7.30 0.126020 0'-6 0.69 1008 19'-0 19.66 5.6 12.32 5'-0 12 19'-0 13.01 5'-6 120 Sprinkler, T(5'-0) Pf Pe Pv BL 1.610 5.04 0.79 0.001263 0'-7 0.00 12 19'-0 13.01 1009 19'-0 13.01 12.91 0'-7 0.11 120 Pf Pe Pv BL 1.610 25.16 3.97 0.024703 10'-6½ 0.26 1009 19'-0 20.12 5.6 13.01 12.91 1 19'-0 13.27 12.94 10'-6½ 0.33 120 Sprinkler • • • • • Route 4 • • • • • Pf Pe Pv BL 1.610 88.18 13.90 0.251365 91'-5 31.03 1010 19'-0 62.04 5.6 23.08 21.78 32'-0 3 19'-0 54.10 123'-5 120 Sprinkler,, Flow (q) from Route 6 6E(4'-0), T(8'-0) • • • • • Route 5 • • • • • © M.E.P.CAD, Inc.9/2/2017 Page 5AutoSPRINK® 12 v12.0.61.0 11:34:58AM 9/26/17 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: 17026 - CALC 1 OF 1 Report Description: CALC #1 Pf Pe Pv BL 1.610 14.61 2.30 0.009040 21'-6 0.23 12 19'-0 13.01 4'-0 10 19'-0 13.24 13.05 25'-6 0.20 120 E(4'-0) • • • • • Route 6 • • • • • Pf Pe Pv BL 1.610 62.04 9.78 0.131190 2'-0 0.26 11 19'-0 22.81 22.17 1010 19'-0 23.08 21.78 2'-0 1.30 120 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 ZCap 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.9/2/2017 Page 6AutoSPRINK® 12 v12.0.61.0 11:34:58AM 9/26/17 Flow Diagram (Current View)Report Description: CALC #1 Job Number: 17026 - CALC 1 OF 1 © M.E.P.CAD, Inc.9/2/2017 Page 7AutoSPRINK® 12 v12.0.61.0 11:35:02AM 9/26/17