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HomeMy WebLinkAboutFile Documents.134 E Bleeker St.0102-2020-BRES (35) MI Hydraulic Summary Job Number: 117 wind. Report Description:CALC 1 -GUEST BED Job Job Number Design Engineer 117 D.FERGUSON,SET Job Name: State Certification/License Number 134 E BLEEKER RESIDENCE Address 1 AHJ 134 E BLEEKER STREET ASPEN FIRE DEPT Address 2 Job Site/Building ASPEN,CO 80611 Address 3 Drawing Name 134 E BLEEKER 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 121.51ft2) 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) 42.73 42.73 Maximum Pressure Unbalance In Loops 0.00 Maximum Velocity Above Ground 15.68 between nodes 8 and 7 Maximum Velocity Under Ground 7.96 between nodes 10 and 9 ^fr fv Volume capacity of Wet Pipes Volume capacity of Dry Pipes 4/0 5y 36.74gal Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) (gpm) (psi) (psi) 10 SRC 115.00 110.00 1475.00 114.99 42.73 77.03 37.96 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 D SNOWMASS,CO 81654 SPENCER@FLAMEOUTFIRE.COM Address 3 Web-Site 0 9/0 3/2 0 2 0 WWW.FLAMEOUTFIRE.COM ©M.E.P.CAD, Inc. ®AutoSPRINK®12 v12.1.1.0 8/19/2020 7:37:23PM ASlJ 11 UILDING DEPARTMENT 111Pydraulic Graph ` Job Number: 117 Report Description:CALC 1 -GUEST BED SRC at Node 10 150 — 135 120 • Static Pressure 115.00 1475.00 @ 110.00 105 - 90 • • n- —42.73 @ 77.03 3 75 z m a` 60 System demand curve 45 30 15 I, 0 1111111111111111111 11 1 1 1 1 1 1 1 1 1 1 I I t l 11 I 1 1 1 I I I 0300 600 900 1200 1500 1800 2100 2400 2700 3000 Water flow,gpm Hydraulic Graph SRC at Node 10 Static:Pressure 115.00 Residual:Pressure Test Conducted By 110.00 @ 1475.00 ASPEN FIRE Available Pressure at lime of Test 114.99 @ 42.73 System Demand Location 77.03 @ 42.73 209 E BLEEKER STREET System Demand(Including Hose Allowance at Source) 77.03@42.73 RECEIVED 09/03/2020 ,L ©M.E.P.CAD, Inc. AutoSPRINK®12 v12.1.1.0 8/19/2020 7:37:38PM ASIO 2 BUILDING DEPARTMENT lig- Node Analysis Job Number: 117 Report Description:CALC 1 -GUEST BED Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 10 4'-0 S 77.03 42.73 101 34'-2'/2 Spr(-7.04) 7.04 13.00 102 33'-11'h Spr(-7.85) 7.85 13.73 103 34'-2'/2 Spr(-10.66) 10.66 16.00 1 34'-5 E(1'-0) 7.11 2 34'-2'/2 T(2'-0),Tr(0'-6) 8.09 3 31-9'/2 E(2'-0),T(2'-0) 11.19 4 25'-6 E(2'-0),T(2'-0) 15.42 5 25'-6 T(2'-0),Tr(0'-6) 17.20 6 25'-6 T(2'-0),C(2'-0) 20.86 J 7 16'-0 E(2'-0),T(2'-0) 26.73 8 16'-0 E(2'-0) 61.92 9 4'-0 75.61 11 34'-5 E(1'-0) 10.82 12 34'-81/2 T(2'-0) 13.09 13 34'-8'/2 E(2'-0),T(2'-0) 13.37 14 25'-6 E(2'-0),T(2'-0) 18.11 15 25'-6 T(2'-0) 18.66 RECEIVED 09/03/2020 .©M.E.P.CAD, Inc. II AutoSPRINK®12 v12.1.1.0 8/19/2020 7:37:43PM ASi13 BUILDING DEPARTMENT ill Hydraulic Analysis Job Number: 117 Report Description:CALC 1 -GUEST BED 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 0.18 101 34'-2% 13.00 4.9 7.04 Sprinkler, 1'-0 Pe -0.11 1 34'-5 7.11 E(1'-0) 1'-4 Pv BL 0.811 13.00 8.07 150 0.135904 6'-8'/2 Pf 1.52 1 34'-5 7.11 4'-6 Pe 0.10 2 34'-2'% 8.74 8.09 4E(1'-0),Tr(0'-6) 11-2% Pv 0.65 BL 1.055 26.73 9.81 150 0.143227 3'-9'/2 Pf 1.40 2 34'-2'% 13.73 8.74 8.09 Flow(q)from Route 2 6'-0 Pe 1.04 3 31'-9'% 11.19 2E(2'-0),T(2'-0) 9'-9'/% Pv FR 1.055 26.73 9.81 150 0.143227 6'-6 Pf 1.50 3 31'-9'% 11.19 4'-0 Pe 2.73 4 25'-6 15.42 E(2'-0),T(2'-0) 10'-6 Pv BL 1.055 26.73 9.81 150 0.143227 9'-11'% Pf 1.78 4 25'-6 15.42 2'-6 Pe 5 25'-6 18.86 17.20 Tr(0'-6),T(2'-0) 12'-5'% Pv 1.65 BL 1.055 42.73 15.68 150 0.341151 1'-10'% Pf 2.00 5 25'-6 16.00 18.86 17.20 Flow(q)from Route 3 4'-0 Pe 6 25'-6 20.86 T(2'-0),C(2'-0) 5'-10'% Pv FR 1.055 42.73 15.68 150 0.341151 10'-0 Pf 3.41 6 25'-6 20.86 Pe 4.11 7 16'-0 28.38 26.73 10'-0 Pv 1.65 BL 1.055 42.73 15.68 150 0.341151 85-3'/2 Pf 33.53 7 16'-0 28.38 26.73 13'-0 Pe 8 16'-0 61.92 10Tr(0'-6),3E(2'-0),T(2'-0) 98'-3% Pv FR 1.291 42.73 10.47 150 0.127636 12'-4'/z Pf 8.47 8 16'-0 61.92 7'-0 Pe 5.22 9 4'-0 75.61 5Tr(1'-0),BFP(-6.00),E(2'-0) 19'-4'/z Pv UG 1.481 42.73 7.96 150 0.065401 58'-0 Pf 4.02 9 4'-0 75.61 3'-6 Pe -2.60 d _ 4'-0 77.03 T(3'-6),GV,S 61'-6 Pv 0.00 Hose Allowance At Source 10 42.73 Route 2 DR 0.811 13.73 8.53 150 0.150322 0'-4 Pf 0.35 102 33'-11'% 13.73 4.9 7.85 Sprinkler, 2'-0 Pe -0.11 2 34'-2'% 8.74 8.09 T(2'-0) 2'-4 Pv 0.65 o Route 3 DR 0.811 16.00 9.94 150 0.199546 0'-4 Pf 0.27 103 34'-2% 16.00 4.9 10.66 Sprinkler, 1'-0 Pe -0.11 11 34'-5 10.82 E(1'-0) 1'-4 Pv BL 0.811 16.00 9.94 150 0.199546 5'-11'% Pf 2.39 11 34'-5 10.82 6'-0 Pe -0.12 12 34'-8% 13.09 4E(1'-0),T(2'-0) 11'-11'% Pv BL 1.055 16.00 5.87 150 0.055429 0'-11'% Pf 0.28 12 34'-8% 13.09 4'-0 Pe 13 34'-8'% 13.37 E(2'-0),T(2'-0) 4'-11'% Pv FR 1.055 16.00 5.87 150 0.055429 9'-6 Pf 0.75 13 34'-8'/2 13.37 4'-0 Pe 3.99 14 25'-6 18.11 E(2'-0),T(2'-0) 13'-6 Pv BL 0.811 16.00 9.94 150 0.199546 0'-9'% Pf 0.55 14 25'-6 18.11 2'-0 Pe 15 25'-6 18.66 T(2'-0) 2'-9'% Pv BL 1.055 16.00 5.87 150 0.055429 3'-0'% Pf 0.20 15 25'-6 18.66 0'-6 Pe 5 25'-6 18.86 17.20 Tr(0'-6) 3'-6'% Pv 1.65 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 09/03/2020 L.©M.E.P.CAD, Inc. ' AutoSPRINK®12 v12.1.1.0 8/19/2020 7:37:48PM ASP 14 BUILDING DEPARTMENT Hydraulic Analysis Job Number: 117 Report Description:CALC 1 -GUEST BED 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 09/03/2020 [N,,©M.E.P.CAD, Inc. AutoSPRINK®12 v12.1.1.0 8/19/2020 7:37:48PM ASPI5 BUILDING DEPARTMENT All Flow Diagram (Current View) 1 Job Number: 117 Report Description:CALC 1 -GUEST BED X . 7 . // . /. //' . // • ' . // / */ * // . • / ' . / IFF / . / / . 7 // / /76 ./ • / /. / • / • A / . / .. 44 / %. / - • / • / /. /1. NI 0 / ./. / 101 > . • //• /ill III • / ® III ./ / • 44eA III / . , . ApA *A . / . III III III ifi III III III III t ao. III III III III III III III RECEIVED 09/03/2020 , ,©M.E.P.CAD, Inc. glAutoSPRINK®12 v12.1.1.0 8/19/2020 7:37:54PM ASEJ6 BUILDING DEPARTMENT