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HomeMy WebLinkAboutREV1 CALCS LIVING DINING.pdfHydraulic Summary Report Description: UPPER LEVEL - DINING - AREALIVING Job Number: CH0224 Node Flow(gpm) Total Hose Streams 0.00 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) @@Name 1 148.662 136.667 11.995957.0026.560150.000 82.93Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 82.93 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 46.79gal Residential 0.100gpm/ft² 196.00ft² 784.00ft² 4 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Manually Flowing Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Volume capacity of Dry PipesVolume capacity of Wet Pipes 8.83 between nodes 1 and 2 Maximum Velocity Under Ground 30.44 between nodes 9 and 10 Maximum Velocity Above Ground 4.3 K-Factor 19.60 at 20.777 Most Demanding Sprinkler Data System 1626 BUFFEHR CREEKVAIL, CO 81657 Job Site/Building VAIL FIRE AND EMERGENCY SERVICES1626 BUFFEHR CREEK AHJ 1626 BUFFEHR CREEK Job State Certification/License NumberJob Name: STEVE ALLENCH0224 Contractor Contractor Number 032 Name of Contractor: Western States Fire Protection Address 1 274 Center Drive Address 2 Glenwood Springs, CO. 81601 Contact Name Contact Title PM ExtensionPhone 720-219-0574 FAX E-mail Steve.Allen@wsfp.us Web-Site Steve Allen Address 3 Address 1 Address 2 Drawing Name 1626 Buffehr Creek - Lot 2 - DESIGN - AS-BUILT System Flow Demand 82.93 Remote Area(s) Address 3 4/3/2015© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.30.0 4:58:45AM 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: CH0224 Report Description: UPPER LEVEL - DINING - AREALIVING • • • • • Route 1 • • • • • Pf Pe Pv DR 1.0550 19.60 7.19 0.080687 13'-9 1.271 101 28'-3 19.60 4.3 20.777 2'-0 -0.217 11 28'-9 21.831 15'-9 150 Sprinkler, E(2'-0) Pf Pe Pv BL 1.0550 39.69 14.57 0.297689 14'-8½ 4.974 11 28'-9 20.09 21.831 2'-0 10 28'-9 26.805 16'-8½ 150 Flow (q) from Route 2 E(2'-0) Pf Pe Pv BL 1.0550 82.93 30.44 1.163488 6'-1½ 9.453 10 28'-9 43.24 26.805 2'-0 9 28'-9 36.258 8'-1½ 150 Flow (q) from Route 3 T(2'-0) Pf Pe Pv FR 1.0550 82.93 30.44 1.163488 18'-3 22.397 9 28'-9 36.258 1'-0 7.912 8 10'-6 66.567 19'-3 150 EE(1'-0) Pf Pe Pv BL 1.2910 82.93 20.33 0.435302 26'-10½ 13.005 8 10'-6 66.567 3'-0 7 10'-6 79.572 29'-10½ 150 T(3'-0) Pf Pe Pv BL 1.2910 60.25 14.77 0.241032 31'-4¾ 7.567 7 10'-6 79.572 6 10'-6 87.139 31'-4¾ 150 Pf Pe Pv CM 1.5270 60.25 10.56 0.106412 14'-1½ 1.875 6 10'-6 87.139 3'-6 5 10'-6 89.014 17'-7½ 150 T(3'-6) Pf Pe Pv CM 1.5270 82.93 14.53 0.192179 10'-5 2.674 5 10'-6 22.68 89.014 3'-6 4 10'-6 91.687 13'-11 150 Flow (q) from Route 5 T(3'-6) Pf Pe Pv FR 1.5270 82.93 14.53 0.192179 10'-8¼ 33.317 4 10'-6 91.687 4'-6 3.685 3 2'-0 128.689 15'-2¼ 150 2Tr(1'-0), E(2'-6), BFP(-8.000), PRV(-22.399) Pf Pe Pv FR 2.0090 82.93 8.39 0.050523 3'-0 0.379 3 2'-0 128.689 4'-6 0.867 2 0'-0 129.935 7'-6 150 E(3'-6), cplg(1'-0) Pf Pe Pv UG 1.9590 82.93 8.83 0.057121 84'-0 4.998 2 0'-0 129.935 3'-6 1.734 1 -4'-0 136.667 87'-6 150 E(3'-6), S 82.93 0.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv DR 1.0550 20.09 7.37 0.084486 0'-6 0.211 102 28'-3 20.09 4.3 21.836 2'-0 -0.217 11 28'-9 21.831 2'-6 150 Sprinkler, T(2'-0) • • • • • Route 3 • • • • • Pf Pe Pv DR 1.0550 21.35 7.84 0.094547 13'-9 1.489 103 28'-3 21.35 4.3 24.660 2'-0 -0.217 12 28'-9 25.933 15'-9 150 Sprinkler, E(2'-0) Pf Pe Pv BL 1.0550 43.24 15.87 0.348723 0'-6 0.872 12 28'-9 21.88 25.933 2'-0 10 28'-9 26.805 2'-6 150 Flow (q) from Route 4 T(2'-0) • • • • • Route 4 • • • • • Pf Pe Pv DR 1.0550 21.88 8.03 0.098942 0'-6 0.247 104 28'-3 21.88 4.3 25.902 2'-0 -0.217 12 28'-9 25.933 2'-6 150 Sprinkler, T(2'-0) • • • • • Route 5 • • • • • Pf Pe Pv FR 1.5270 22.68 3.97 0.017461 18'-3 0.380 14 28'-9 22.68 80.631 3'-6 7.912 13 10'-6 88.923 21'-9 150 Flow (q) from Route 6 T(3'-6) Pf Pe Pv CM 1.5270 22.68 3.97 0.017461 5'-2¼ 0.091 13 10'-6 88.923 5 10'-6 89.014 5'-2¼ 150 • • • • • Route 6 • • • • • Pf Pe Pv BL 1.0550 22.68 8.32 0.105715 2'-11½ 0.524 7 10'-6 79.572 2'-0 16 10'-6 80.096 4'-11½ 150 T(2'-0) Pf Pe Pv FR 1.0550 22.68 8.32 0.105715 18'-3 2.141 16 10'-6 80.096 2'-0 -7.912 15 28'-9 74.325 20'-3 150 T(2'-0) Pf Pe Pv BL 1.0550 22.68 8.32 0.105715 53'-8 6.307 15 28'-9 74.325 6'-0 14 28'-9 80.631 59'-8 150 2T(2'-0), E(2'-0) © M.E.P.CAD, Inc.4/3/2015 Page 4AutoSPRINK® VR11 v11.0.30.0 4:58:50AM 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: CH0224 Report Description: UPPER LEVEL - DINING - AREALIVING 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.4/3/2015 Page 5AutoSPRINK® VR11 v11.0.30.0 4:58:50AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: UPPER LEVEL - DINING - AREALIVING Job Number: CH0224 Sprinkler 101 19.60 19.60 4.3 20.777 Sprinkler 102 20.09 19.60 4.3 21.836 Sprinkler 103 21.35 19.60 4.3 24.660 Sprinkler 104 21.88 19.60 4.3 25.902 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.4/3/2015 Page 3AutoSPRINK® VR11 v11.0.30.0 4:58:48AM Hydraulic Graph Report Description: UPPER LEVEL - DINING - AREALIVING Job Number: CH0224 System Demand (Including Hose Allowance at Source) System Demand 26.560 @ 957.00 Residual: Pressure 150.000 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 136.667 @ 82.93 136.667 @ 82.93 Available Pressure at Time of Test 148.662 @ 82.93 © M.E.P.CAD, Inc.4/3/2015 Page 2AutoSPRINK® VR11 v11.0.30.0 4:58:47AM