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Home My WebLink AboutF13-0045 Hydraulic Calcs ��I� ��1L,�1y' �'lIl_l�� 1_��111_��ICILI��R CORPORATION �'�.. VAIL VALLEY FIRE SPRINKLER CORP. 57 HEREFORD LANE EDWARDS, CO 81632 PH: (970) 914-5014 385 GORE CREEK DR. UNIT R6 385 GORE CREEK DRIVE VAIL, CO 81657 11/8/2013 HYDRAULIC CALCULATIONS Hydraulic Calculations for Project Name: 385 GORE CREEK DR. UNIT R6 Location: 385 GORE CREEK DRIVE, VAIL, CO 81657, Drawing Name: 131002 Rev 1.cad Calculation Date: 11/8/2013 Design Remote Area Number: Occupancy Classification: Light Hazard Density: 0.100gpm/ft2 Area of Application: 406.42ft2(Actual 406.42ftz) Coverage per Sprinkler: 256.00ftz Type of sprinklers calculated: Pendent No. of sprinklers calculated: 3 Type of System: Wet Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 82.27 @ 72.364 Water Supply Information: Name of Contractor: VAIL VALLEY FIRE SPRINKLER CO Address: 57 HEREFORD LANE, EDWARDS, CO 81632 Phone Number: (970)914-5014 Name of designer: PAUL HUBBARD. Authority Having Jurisdiction: VAIL FIRE DEPT Notes: �O M.E.P.CAD, Inc. !��AutoSPRINKO VR11 v11.0.24.0 11/8/2013 4:42:46PM Page 1 u�� i i�� i� HydraulicSummary JobNumber:131002-Calculation#1 Report Description:Li ht Hazard Job Job Number Design Engineer 131002 PAUL HUBBARD. Job Name'. Sla�e Certi(cation/License Number 385 GORE CREEK DR.UNIT R6 108221 Addressl AHJ 385 GORE CREEK DRIVE VAIL FIRE DEPT Address 2 Job Sile/BUildinq VAIL,CO 81657 Address 3 Drawinq Name 131002 Rev 1.cad System Remote Area(s) Most�emantling Sprinkler Oata Occupancy Job Suff'ix 4.3 K-Factor 25.60 at 35.444 Light Hazard Calculation#1 Hose Allowance At Source Denalty Area of Application 0.00 0.100gpm/ft2 406.42ft2(Actual 406.42ft2) Atld'itional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow�g� 3 256.00ft� Total Hose$Ueams �.�� Sys�em Flow pemand To�pal Watcr Requircd(Inclutling Hose Allowance) 82.27 02.27 Maximum Pressure Unbalance In Loops �.�00 Maximum Velociry Above Grountl 20.16 between nodes 3 and 4 Maxlmum Veloclry Unde�Grountl Volume capaciry of Wet P�ipes Volume capaci�y of Dry P'ipes 13.10ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m si si @ m si @ m si si 1 Water Supply I 150.000 � 140.000 100.00 143.031 82.27 72.364 70.667 Contractor Con�ractor Number Coniect Neme Contact Ti�le 028 CLINT JANSSEN Name of Con�rector'. Phone Extension VAIL VALLEY FIRE SPRINKLER CO (970)914-5014 Adtlressl FAX 57 HEREFORD LANE Address 2 E-mail EDWARDS,CO 81632 Adtlress 3 Web-Site ,Liy�,O M.E.P.CAD,Ina �;��AutoSPRINKO VR11 v11.0.24.0 11/8/2013 4:43:13PM Page 1 Hydraulic Graph Job Name: 385 GORE CREEK DR. UNIT R6 N �.ss RemoteArea Number: Date: 11/8/2013 200 Water Supply Summary Sheet �ao Node: 1 160 Static Pressure 150.000 Available Su I i pp Y 82.27 @ 143.031 140 100.00 @ 140.000 Static Pressure 135.000(90°k) --- ---__ 100.00 @ 126.000(90°k) 120 ��— ---__ _ .� ---_____ Q — ----__ � 100 � N N d $0 82.27 @ 72.364 60 40 S stem demand curve 20 0 �20 40 60 $� 100 120 140 160 180 200 Flow-gpm �M,O M.E.P.CAD, Inc. �,�� AutoSPRWKO VR11 v11.0.24.0 11/8/2013 4:42:49PM Pape 2 pt�� Summary Of Outflowing Devices Job Number:131002-Calculation#1 !# Report Description:Light Hazard Actual Flow Minimum Flow K-Factor Pressure Device m m K si � Sprinkler 101 25.60 25.60 4.3 35.444 Sprinkler 102 27.33 25.60 4.3 40.404 I Sprinkler 103 29.33 25.60 4.3 46.536 � � Most Demanding Sprinkler Data ,Liy�, �O M.E.P.CAD,Inc. +,�,�AutoSPRINKO VR11 v11.0.24.0 11/8/2013 4:42:50PM Page 3 Job Name: 385 GORE CREEK DR. UNIT R6 RemoteArea Number: Date: 11/8/2013 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) �° (gpm) (psi) @ (gpm) (psi) � Water Supply 150.000 140.000 100.00 143.031 82.27 72.364 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (ps�) (9pm) 1 -1-0 Supply 72.364 82.27 101 8-0 Sprinkler 35.444 25.60 102 8-0 Sprinkler 40.404 27.33 103 8-0 Sprinkler 46.536 29.33 2 9-0 68.010 3 9-0 64.437 4 9-0 49.164 5 9-0 42.658 6 9-0 36.439 ,LM,O M.E.P.CAD, Inc. �;��AutoSPRINKO VR11 v11.0.2 11/8/2013 4:42:52PM Paqe 4 Job Name: 385 GORE CREEK DR. UNIT R6 RemoteArea Number: Date: 11/8/2013 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (Foot) g � (q� Fitting pf Friction Elev Pe Len th ( � Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Totai (Foot) (Q) (Foot) Foot (ps�) Friction(P� to(P�and shown as a ( ) ne ative value. 1-0 150 35.444 •••••Route1 ••••• 101 8-0 4.3 25.60 3/, (See Sprinkler, Notes) 2-0 -0.434 6 9-0 25.60 0.8110 3 O 0.476082 1 428 E(2-0) 6 9-0 1 (See 2$-0 150 36.439 Notes) 19-0 0.132243 2T(8-0), E(3-0) 5 9-0 25.60 1.0550 47-0 6.219 5 9-0 27.33 1 12-10 150 42.658 Flow(q)from Route 2 4 9-0 52.93 1.0550 0.507012 12-10 6.507 4 9-0 29.33 1'/4 (See 15-7 150 49.164 Notes) Flow(q)from Route 3 20-0 0.428860 2E(3-0),2T(7-0), BV 3 9-0 82.27 1.2910 35-7 15.273 3 9-0 1'/4 (See 1-8 120 64.437 Notes) 6-0 2 9-0 82.27 1.3800 7$ 0.468381 3 5�2 PO(6-0) 2 9-0 4 (See 10-0 120 68.010 Notes) 4.335 1 -1-0 82.27 4.2600 10-0 0.001935 0.019 WaterSupply 0.00 72.364 Hose Allowance At Source � $2"2� Total(Pt) Route 1 (See 1-0 150 40.404 •••••Route 2••••• 102 8-0 4.3 27.33 3/4 Sprinkler, Notes) 4-0 -0.434 5 9-0 27.33 0.8110 5 O 0.537401 2 687 T(4-0) 42.658 Total(Pt) Route 2 1-0 150 46.536 •••••Route3••••• 103 8-0 4.3 29.33 3/, (See Sprinkler, Notes) 4-0 -0.434 4 9-0 29.33 0.8110 5 O 0.612430 3.062 T(4-0) 49.164 Total(Pt) Route 3 ,LH�,O M.E.P.CAD,Inc. j��AutoSPRINKO VR11 v11.0.24.0 11/8/2013 4:42:53PM Page 5 Job Name: 385 GORE CREEK DR. UNIT R6 Remote Area Number: Date: 11/8/2013 Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 =Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve An V An le Valve b Bushin BaIV Ball Valve BFP Backflow Preventer BV Butterfl Valve C Cross Flow Turn 90° c I Cou lin Cr Cross Run CV Check Valve DeIV Delu e Valve DPV D Pi e Valve E 90°Elbow EE 45°Elbow Ee1 11'/4°Elbow Ee2 22'/2°Elbow f Flow Device fd Flex Dro FDC Fire De artment Connection fE 90°FireLock TM Elbow fEE 45°FireLock TM Elbow fI Flan e FN Floatin Node fT FireLock TM Tee Gau e GIoV G�obe Va�ve GV Gate Valve Ho Hose Hose Hose HV Hose Valve H d H drant LtE Lon Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pum In P2 Pum Out PIV Post Indicatin Valve PO Pi e Outlet PRV Pressure Reducin Valve PrV Pressure Relief Valve red Reducer/Ada ter S Su I sCV Swin Check Valve S r S rinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Ca ,LH�,O M.E.P.CAD,Inc. j��AutoSPRINKO VR11 v11.0.24.0 11/8/2013 4:42:53PM Page 6