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HomeMy WebLinkAboutF14-0076 calcs.pdfHydraulic Summary Report Description: UPPER LEVEL - DINING / LIVING Job Number: CH0220 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 1 147.948 133.720 14.228957.0026.560150.000 104.51Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 104.51 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 43.67gal 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 11.12 between nodes 1 and 2 Maximum Velocity Under Ground 19.32 between nodes 11 and 12 Maximum Velocity Above Ground 4.3 K-Factor 25.60 at 35.444 Most Demanding Sprinkler Data System 1628 BUFFEHR CREEKVAIL, CO 81657 Job Site/Building VAIL FIRE AND EMERGENCY SERVICES1628 BUFFEHR CREEK AHJ 1628 BUFFEHR CREEK Job State Certification/License NumberJob Name: STEVE ALLENCH0220 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 1628 Buffehr Creek - Lot 3 - DESIGN System Flow Demand 104.51 Remote Area(s) Address 3 11/16/2014© M.E.P.CAD, Inc.Page 1AutoSPRINK® VR10 v10.0.54.0 11:02:22AM 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: CH0220 Report Description: UPPER LEVEL - DINING / LIVING • • • • • Route 1 • • • • • Pf Pe Pv DR 1.0550 25.60 9.40 0.132243 12'-5¾ 2.974 101 29'-0 25.60 4.3 35.444 10'-0 -0.217 9 29'-6 38.201 22'-5¾ 150 Sprinkler 5E(2'-0) Pf Pe Pv BL 1.0550 52.13 19.13 0.492873 0'-11½ 1.458 9 29'-6 26.53 38.201 2'-0 8 29'-6 39.659 2'-11½ 150 Flow (q) from Route 4 T(2'-0) Pf Pe Pv BL 1.0550 51.86 19.04 0.488250 2'-2 2.034 8 29'-6 39.659 2'-0 7 29'-6 41.694 4'-2 150 T(2'-0) Pf Pe Pv FR 1.0550 51.86 19.04 0.488250 19'-0 9.277 7 29'-6 41.694 8.237 6 10'-6 59.207 19'-0 150 Pf Pe Pv BL 1.0550 51.86 19.04 0.488250 29'-2½ 15.243 6 10'-6 59.207 2'-0 128 10'-6 74.450 31'-2½ 150 T(2'-0) Pf Pe Pv CM 1.2910 51.86 12.71 0.182671 31'-6¾ 6.312 128 10'-6 74.450 3'-0 5 10'-6 80.762 34'-6¾ 150 T(3'-0) Pf Pe Pv BL 1.5270 104.51 18.31 0.294804 11'-0 4.276 5 10'-6 52.65 80.762 3'-6 4 10'-6 85.038 14'-6 150 Flow (q) from Route 2 T(3'-6) Pf Pe Pv FR 1.5270 104.51 18.31 0.294804 9'-8¼ 34.581 4 10'-6 85.038 4'-6 3.251 3 3'-0 122.870 14'-2¼ 150 2Tr(1'-0), E(2'-6), BFP(-8.000), PRV(-22.399) Pf Pe Pv FR 2.0090 104.51 10.58 0.077503 3'-0 0.581 3 3'-0 122.870 4'-6 0.867 2 1'-0 124.318 7'-6 150 E(3'-6), cplg(1'-0) Pf Pe Pv UG 1.9590 104.51 11.12 0.087624 84'-0 7.667 2 1'-0 124.318 3'-6 1.734 1 -3'-0 133.720 87'-6 150 E(3'-6), S 104.51 0.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv DR 1.0550 25.86 9.49 0.134751 14'-6 2.223 102 29'-0 25.86 4.3 36.171 2'-0 -0.217 13 29'-6 38.178 16'-6 150 Sprinkler E(2'-0) Pf Pe Pv BL 1.0550 52.38 19.23 0.497313 0'-11¾ 1.482 13 29'-6 26.52 38.178 2'-0 12 29'-6 39.659 2'-11¾ 150 Flow (q) from Route 3 T(2'-0) Pf Pe Pv BL 1.0550 52.65 19.32 0.501975 52'-2½ 27.211 12 29'-6 0.26 39.659 2'-0 11 29'-6 66.871 54'-2½ 150 Flow (q) from Route 5 E(2'-0) Pf Pe Pv FR 1.2910 52.65 12.90 0.187807 19'-0 3.944 11 29'-6 66.871 2'-0 8.237 10 10'-6 79.052 21'-0 150 E(2'-0) Pf Pe Pv CM 1.2910 52.65 12.90 0.187807 6'-1¼ 1.710 10 10'-6 79.052 3'-0 5 10'-6 80.762 9'-1¼ 150 T(3'-0) • • • • • Route 3 • • • • • Pf Pe Pv DR 1.0550 26.52 9.73 0.141185 0'-6 0.353 103 29'-0 26.52 4.3 38.042 2'-0 -0.217 13 29'-6 38.178 2'-6 150 Sprinkler T(2'-0) • • • • • Route 4 • • • • • Pf Pe Pv DR 1.0550 26.53 9.74 0.141263 0'-6 0.353 104 29'-0 26.53 4.3 38.065 2'-0 -0.217 9 29'-6 38.201 2'-6 150 Sprinkler T(2'-0) • • • • • Route 5 • • • • • Pf Pe Pv BL 1.0550 0.26 0.10 0.000028 9'-6½ 0.000 8 29'-6 39.659 2'-0 12 29'-6 39.659 11'-6½ 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.11/16/2014 Page 4AutoSPRINK® VR10 v10.0.54.0 11:02:29AM 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: CH0220 Report Description: UPPER LEVEL - DINING / LIVING 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.11/16/2014 Page 5AutoSPRINK® VR10 v10.0.54.0 11:02:29AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: UPPER LEVEL - DINING / LIVING Job Number: CH0220 Sprinkler 101 25.60 25.60 4.3 35.444 Sprinkler 102 25.86 25.60 4.3 36.171 Sprinkler 103 26.52 25.60 4.3 38.042 Sprinkler 104 26.53 25.60 4.3 38.065 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.11/16/2014 Page 3AutoSPRINK® VR10 v10.0.54.0 11:02:27AM Hydraulic Graph Report Description: UPPER LEVEL - DINING / LIVING Job Number: CH0220 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 1 133.720 @ 104.51 133.720 @ 104.51 Available Pressure at Time of Test 147.948 @ 104.51 © M.E.P.CAD, Inc.11/16/2014 Page 2AutoSPRINK® VR10 v10.0.54.0 11:02:24AM