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HomeMy WebLinkAboutFile Documents.234 W Francis St.0118-2020-BRES (62) 1111 Hydraulic Summary Job Number: 111 wind. Report Description:Calc 1 of 1 Job Job Number Design Engineer 111 D.FERGUSON,SET Job Name: State Certification/License Number 234 W FRANCIS RESIDENCE Address 1 AHJ 234 W FRANCIS STREET ASPEN FIRE DEPARTMENT Address 2 Job Site/Building ASPEN,CO 81611 Address 3 Drawing Name 234 Francis Residence.cad System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 4.9 K-Factor 13.00 at 7.04 Residential Hose Allowance At Source Density Area of Application 0.00 0.05gpm/ft2 768.00ft2(Actual 300.95ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(gom) 3 256.00ft2 Total Hose Streams 0.00 System Flow Demand Total Water Required(Including Hose Allowance) 46.69 46.69 Maximum Pressure Unbalance In Loops 0.00 Maximum Velocity Above Ground 17.14 between nodes 8 and 10 Maximum Velocity Under Ground 4/eCET/l/ Volume capacity of Wet Pipes Volume capacity of Dry Pipes . /4, 43.14gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) @ (gpm) (psi) (psi) 1 SRC 110.00 100.00 1455.00 109.98 46.69 89.13 20.85 Contractor Contractor Number Contact Name Contact Title 17-S-05348 SPENCER BOOTHE PRESIDENT Name of Contractor: Phone Extension FLAMEOUT FIRE PROTECTION, INC. 970.927-4933 Address 1 FAX P.O.BOX 56 RECEIVE Address 2 E-mail SNOWMASS,CO 81654 SPENCER@FLAMEOUTFIRE.COM Address Web-Site 10/2 2/2 0 2 0 WWW.FLAMEOUTFIRE.COM ©M.E.P.CAD, Inc. ®AutoSPRINK®12 v12.1.1.0 7/30/2020 2:03:49PM ASlJ 11 UILDING DEPARTMENT Pydraulic Graph ` Job Number: 111 Report Description:Calc 1 of 1 SRC at Node 1 150 — 135 120 - Static Pressure 110.00 105 1455-00© 100-00 90 46.69©89.13- i75 60 System demand curve 45 - 30 15 J 0 1 1 1 1 1 1 1 1 I I I I 1 1 1 1 1 1 1 1 I I I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 t t I t t t t t 1 1 1 1 1 0300 600 900 1200 1500 1800 2100 2400 2700 3000 Water flow,gpm Hydraulic Graph SRC at Node 1 Static:Pressure 110.00 Residual:Pressure Test Conducted By Test Witnessed By 100.00 @ 1455.00 ASPEN FIRE ASPEN FIRE Available Pressure at Tube of Test Date of Test 109.98 @ 46.69 7/29/2020 System Demand Location 89.13 @ 46.69 CORNER OF 5TH AND W SMUGG System Demand(Including Hose Allowance at Source) 89.13 @ 46.69 RECEIVED 10/22/2020 L,,©M.E.P.CAD, Inc. AutoSPRINK®12 v12.1.1.0 7/30/2020 2:04:06PM ASREO 2 UILDING DEPARTMENT lig- Node Analysis Job Number: 111 Report Description:Calc 1 of 1 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 4'-0 S 89.13 46.69 101 37'-1 Spr(-7.13) 7.13 13.09 102 31'-10% Spr(-17.69) 17.69 20.61 103 37'-1 Spr(-7.04) 7.04 13.00 2 4'-0 91.38 3 10'-6 E(2'-0) 75.42 4 10'-6 T(2'-0),C(2'-0) 58.81 5 24'-3 E(2'-0),T(2'-0) 28.92 6 23'-8 E(2'-0),T(2'-0) 49.65 7 37'-4 E(1'-0) 7.21 J 8 32'-3 T(2'-0),C(2'-0) 20.23 9 40'-7 T(2'-0) 7.13 10 32'-3 T(2'-0),Tr(0'-6) 16.41 11 32'-3 E(1'-0) 17.97 12 37-4 E(1'-0) 7.12 RECEIVED 10/22/2020 .©M.E.P.CAD, Inc. 4 AutoSPRINK®12 v12.1.1.0 7/30/2020 2:04:17PM ASfdaeg6i3 BUILDING DEPARTMENT ill Hydraulic Analysis Job Number: 111 Report Description:Calc 1 of 1 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Q Route 1 DR 0.811 13.00 8.07 150 0.135904 0'-4 Pf 0.18 103 37'-1 13.00 4.9 7.04 Sprinkler, 1'-0 Pe -0.10 12 37'-4 7.12 E(1'-0) 1'-4 Pv BL 0.811 13.00 8.07 150 0.135904 6'-5'/2 Pf 1.42 12 37'-4 7.12 4'-0 Pe -1.41 9 40'-7 7.13 2E(1'-0),T(2'-0) 10'-5'% Pv BL 1.055 26.09 9.57 150 0.136922 29'-5 Pf 5.67 9 40'-7 13.09 7.13 Flow(q)from Route 2 12'-0 Pe 3.61 10 32'-3 18.39 16.41 3E(2'-0),3T(2'-0) 41'-5 Pv 1.98 BL 1.055 46.69 17.14 150 0.402048 0'-7 Pf 1.84 10 32'-3 20.61 18.39 16.41 Flow(q)from Route 3 4'-0 Pe 8 32'-3 20.23 T(2'-0),C(2'-0) 4'-7 Pv FR 1.055 46.69 17.14 150 0.402048 _ 9'-0 Pf 5.23 8 32'-3 20.23 4'-0 Pe 3.47 5 24'-3 28.92 E(2'-0),T(2'-0) 13'-0 Pv BL 1.055 46.69 17.14 150 0.402048 _ 36'-11'/% Pf 20.48 5 24'-3 28.92 14'-0 Pe 0.24 6 23'-8 49.65 3T(2'-0),4Tr(0'-6),3E(2'-0) 50'-11'/z Pv FR 1.055 46.69 17.14 150 0.402048 13'-6 Pf 5.43 6 23'-8 49.65 Pe 5.72 4 10'-6 60.79 58.81 13'-6 Pv 1.98 BL 1.055 46.69 17.14 150 0.402048 28'-4'/2 Pf 14.63 4 10'-6 60.79 58.81 8'-0 Pe 3 10'-6 75.42 T(2'-0),4Tr(0'-6),2E(2'-0) 36'-4'/2 Pv MS 1.291 46.69 11.44 150 0.150420 25'-91/2 Pf 13.13 3 10'-6 75.42 15'-0 Pe 2.83 2 4'-0 91.38 4Tr(1'-0),BFP(-7.00),4E(2'-0), 40'-91/2 Pv T(3'-0) MS 1.959 46.69 4.97 150 0.019738 35'-0 Pf 0.79 2 4'-0 91.38 5'-0 Pe -3.03 1 4'-0 89.13 T(5'-0),GV,S 40'-0 Pv 0.00 Hose Allowance At Source 1 46.69 Q Route 2 DR 0.811 13.09 8.13 150 0.137565 0'-4 Pf 0.18 101 37'-1 13.09 4.9 7.13 Sprinkler, 1'-0 Pe -0.10 7 37'-4 7.21 E(1'-0) 1'-4 Pv BL 0.811 13.09 8.13 150 0.137565 5'-7'/% Pf 1.33 7 37'-4 7.21 4'-0 Pe -1.41 9 40'-7 7.13 2E(1'-0),T(2'-0) 9'-7'% Pv -. Route 3 DR 0.811 20.61 12.80 150 0.318751 0'-4'% Pf 0.44 102 31'-10'/2 20.61 4.9 17.69 Sprinkler, 1'-0 Pe -0.16 11 32'-3 17.97 E(1'-0) 1-4'/% Pv BL 0.811 20.61 12.80 150 0.318751 0'-10 Pf 0.42 11 32'-3 17.97 0'-6 Pe 10 32'-3 18.39 16.41 Tr(0'-6) 1'-4 Pv 1.98 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 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 RECEIVED 10/22/2020 L.©M.E.P.CAD, Inc. alAutoSPRINK®12 v12.1.1.0 7/30/2020 2:04:23PM ASPEA14 BUILDING DEPARTMENT Hydraulic Analysis Job Number: 111 Report Description:Calc 1 of 1 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary L Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DelV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90°Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45°Elbow Eel 1114 Elbow Ee2 22'/2°Elbow 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 RECEIVED 10/22/2020 [N,,©M.E.P.CAD, Inc. AutoSPRINK®12 v12.1.1.0 7/30/2020 2:04:23PM ASPI5 BUILDING DEPARTMENT All Flow Diagram (Current View) Job Number: 111 Report Description:Calc 1 of 1 IP • — •— �6.:• • 26r• /. • /•, D \ ' // ./ // ' • • • • �// .:o// e•%P .// ./ 0, //13.//• / . 1 0./'1 3*/,,, . // // / r• 3: •13�r .�. �� / . •/• / . O, / •// � / ./ 40j /. / */ /j ./ / / .// /• /j• / • / .//• /j / - / //• //• / / .// // / / i .// / , / ,• i . RECEIVED 10/22/2020 L,©M.E.P.CAD, Inc. giAutoSPRINK®12 v12.1.1.0 7/30/2020 2:04:29PM AS ec i6 BUILDING DEPARTMENT