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HomeMy WebLinkAboutREV1 CALCS KITCHEN DEN STAIR.pdfHydraulic Summary Report Description: UPPER LEVEL - KITCHEN / DEN / STAIR 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 1 147.791 130.326 17.465957.0026.560150.000 108.76Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 108.76 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 46.79gal Residential 0.100gpm/ft² 256.00ft² 1024.00ft² 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 11.58 between nodes 1 and 2 Maximum Velocity Under Ground 21.20 between nodes 7 and 16 Maximum Velocity Above Ground 4.3 K-Factor 25.60 at 35.444 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 108.76 Remote Area(s) Address 3 4/3/2015© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR11 v11.0.30.0 5:09:55AM 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 - KITCHEN / DEN / STAIR • • • • • Route 1 • • • • • Pf Pe Pv DR 1.0550 25.60 9.40 0.132243 10'-8½ 1.681 201 28'-3 25.60 4.3 35.444 2'-0 -0.217 20 28'-9 36.908 12'-8½ 150 Sprinkler, E(2'-0) Pf Pe Pv BL 1.0550 51.68 18.97 0.485020 10'-9½ 8.140 20 28'-9 26.08 36.908 6'-0 15 28'-9 45.047 16'-9½ 150 Flow (q) from Route 2 2E(2'-0), T(2'-0) Pf Pe Pv FR 1.0550 57.77 21.20 0.596027 18'-3 10.877 15 28'-9 6.09 45.047 7.912 16 10'-6 63.837 18'-3 150 Flow (q) from Route 3 Pf Pe Pv BL 1.0550 57.77 21.20 0.596027 2'-11½ 2.955 16 10'-6 63.837 2'-0 7 10'-6 66.792 4'-11½ 150 T(2'-0) Pf Pe Pv BL 1.2910 57.77 14.16 0.222995 31'-4¾ 7.001 7 10'-6 66.792 6 10'-6 73.793 31'-4¾ 150 Pf Pe Pv CM 1.5270 57.77 10.12 0.098448 14'-1½ 1.734 6 10'-6 73.793 3'-6 5 10'-6 75.528 17'-7½ 150 T(3'-6) Pf Pe Pv CM 1.5270 108.76 19.05 0.317356 10'-5 4.415 5 10'-6 50.99 75.528 3'-6 4 10'-6 79.943 13'-11 150 Flow (q) from Route 4 T(3'-6) Pf Pe Pv FR 1.5270 108.76 19.05 0.317356 10'-8¼ 35.218 4 10'-6 79.943 4'-6 3.685 3 2'-0 118.845 15'-2¼ 150 2Tr(1'-0), E(2'-6), BFP(-8.000), PRV(-22.399) Pf Pe Pv FR 2.0090 108.76 11.01 0.083432 3'-0 0.626 3 2'-0 118.845 4'-6 0.867 2 0'-0 120.338 7'-6 150 E(3'-6), cplg(1'-0) Pf Pe Pv UG 1.9590 108.76 11.58 0.094327 84'-0 8.254 2 0'-0 120.338 3'-6 1.734 1 -4'-0 130.326 87'-6 150 E(3'-6), S 108.76 0.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv DR 1.0550 26.08 9.57 0.136856 0'-6 0.342 202 28'-3 26.08 4.3 36.782 2'-0 -0.217 20 28'-9 36.908 2'-6 150 Sprinkler, T(2'-0) • • • • • Route 3 • • • • • Pf Pe Pv DR 1.0550 28.33 10.40 0.159559 7'-0¾ 1.765 203 28'-3 28.33 4.3 43.421 4'-0 -0.217 21 28'-9 44.970 11'-0¾ 150 Sprinkler, E(2'-0), T(2'-0) Pf Pe Pv BL 1.0550 6.09 2.24 0.009283 6'-4½ 0.078 21 28'-9 44.970 2'-0 15 28'-9 45.047 8'-4½ 150 T(2'-0) • • • • • Route 4 • • • • • Pf Pe Pv DR 1.0550 28.75 10.55 0.163881 8'-10 1.775 204 28'-3 28.75 4.3 44.694 2'-0 -0.217 22 28'-9 46.253 10'-10 150 Sprinkler, E(2'-0) Pf Pe Pv BL 1.0550 50.99 18.71 0.473157 36'-8½ 19.258 22 28'-9 22.24 46.253 4'-0 14 28'-9 65.510 40'-8½ 150 Flow (q) from Route 5 T(2'-0), E(2'-0) Pf Pe Pv FR 1.5270 50.99 8.93 0.078154 18'-3 1.700 14 28'-9 65.510 3'-6 7.912 13 10'-6 75.122 21'-9 150 T(3'-6) Pf Pe Pv CM 1.5270 50.99 8.93 0.078154 5'-2¼ 0.405 13 10'-6 75.122 5 10'-6 75.528 5'-2¼ 150 • • • • • Route 5 • • • • • Pf Pe Pv BL 1.0550 22.24 8.16 0.101976 10'-7 1.283 21 28'-9 44.970 2'-0 22 28'-9 46.253 12'-7 150 T(2'-0) 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.4/3/2015 Page 1AutoSPRINK® VR11 v11.0.30.0 5:12:54AM 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 - KITCHEN / DEN / STAIR 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.4/3/2015 Page 2AutoSPRINK® VR11 v11.0.30.0 5:12:54AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: UPPER LEVEL - KITCHEN / DEN / STAIR Job Number: CH0224 Sprinkler 201 25.60 25.60 4.3 35.444 Sprinkler 202 26.08 25.60 4.3 36.782 Sprinkler 203 28.33 25.60 4.3 43.421 Sprinkler 204 28.75 25.60 4.3 44.694 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.4/3/2015 Page 3AutoSPRINK® VR11 v11.0.30.0 5:09:59AM Hydraulic Graph Report Description: UPPER LEVEL - KITCHEN / DEN / STAIR 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 1 130.326 @ 108.76 130.326 @ 108.76 Available Pressure at Time of Test 147.791 @ 108.76 © M.E.P.CAD, Inc.4/3/2015 Page 2AutoSPRINK® VR11 v11.0.30.0 5:09:57AM