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HomeMy WebLinkAbout100 Hemlock Avenue - Building Plans &amp; Dr Hydraulic Calculations _ Project Name: Anthony Vince Nail Salon for Location: 100 Hemlock Avenue, South Windsor, CT 06074 Drawing Name: VINCE ANTHONY HYDRAULIC FILE Calculation Date: 3/3/2017 Design Remote Area Number: 1 Remote Area Location: Nail Room 102 Occupancy Classification: Light Hazard NA Density: 0.100gpm/ft2 Area of Application: 950.00ft2(Actual 1163.91 ft2) Coverage per Sprinkler: 175.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 16 Type of System: Wet Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 100.00 at Node: 10 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 10: 372.50 @ 55.244 Water Supply Information: for Node: 10 Date: Location: Static: 90 psi Residual: 72 psi Flow: 1463 gpm Source: 12" Municipal Main Name of Contractor: AL Fire Protection, LLC Address: 45 Cherry Street, East Hartford CT 06108 Phone Number: (860)291-8840 Name of designer: PSM � Authority Having Jurisdiction: Town of South Windsor Notes: Automatic peaking results Left: N/A Right: N/A kO M.E.P.CAD, Inc. _11AutoSPRINKO 12 02.0.47.0 1 3/3/201711:45:23AM Page 1 Hydraulic Graph Job Name: Anthony Vince Nail Salon N 1.85 Remote Area Number: 1 Date: 3/3/2017 100 Water Supply 90 Static Pressure 90i000 Summary Sheet 72.50 @ 88.567 Node: 10 80 1463.00 @ 72.000 70 60 272.50 @ 55.244 C- 372.50 with Hose Allowance at Source 50 N U) EL 40 System demand curve 30 20 10 0 Jill I 0300 600 900 1200 1500 1800 2400 2100 2700 3000 Flow-gpm ©M.E.P.CAD, Inc. IN AutoSPRINK® 12 V12.0.47.0 3/3/2017 11:45:25AM Paqe 2 ails�Ir�'tna Of OutFlowing Devices #;fiG # ry IPS Job Number: 1 Report Description:Light Hazard(1) Actual Flow Minimum Flow K-Factor Pressure Coverage Device m m Sprinkler 101 17.50 17.50 K si Foot Sprinkler 102 17.65 17.50 5.6 9.766 175.00ft2 Sprinkler 103 16.03 8.00 5.6 9'938 175.00ft2 5.6 8.195 80.00ft2 Sprinkler 104 16.04 8.00 Sprinkler 105 16.36 7 50 5 6 8.208 80.00ft2 Sprinkler 106 16.37 7.50 5.6 8.534 75.00ft2 5 Sprinkler 107 16.44 7 50 .6 8.546 75.00ft2 Sprinkler 108 5.6 8.623 75.00ft2 16.51 7.50 Sprinkler 109 16.83 8.00 5.6 8.695 75.00ft2 Sprinkler 110 17.31 7.50 5.6 9.030 80.00ft2 5.6 Sprinkler 111 17.38 7.50 9.558 75.00ft2 5.6 9.628 75.00ft2 Sprinkler 112 17.45 7.50 5.6 9.712 Sprinkler 113 17.46 75.00ft2 7.50 Sprinkler 114 17.58 7.50 5.6 9.718 75.00ft2 5.6 9.855 75.00ft2 Sprinkler 115 17.73 7.50 Sprinkler 116 17,85 7 50 5.6 10:�59 75.00ft2 75.00ft Most Demanding Sprinkler Data AL(,©M.E.P.CAD,Inc. Jj AutoSPRINKO 12 02.0.47.0 3/3/2017 11:45:27AM Page 3 Job Name: Anthony Vince Nail Salon Remote Area Number: 1 Date: 3/3/2017 Supply Analysis Node Name Static Residual Flow Available Total Demand Required Pressure (psi) (psi) @ (gPm) (psi) @ (gpm) (psi) 10 Water Supply 90.000 72.000 1463.00 88.567 372.50 55.244 Node Analysis i Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gp►n) 10 -5'-0 Supply 55.244 272.50 101 12'-0 Sprinkler 9.766 17.50 Coverage: 175.00ft2 102 12'-0 Sprinkler 9.938 17.65 Coverage: 175.00ft2 103 12'-0 Sprinkler 8.195 16.03 Coverage: 80.0Oft2 104 12'-0 Sprinkler 8.208 16.04 Coverage:MOM 105 10'-0 Sprinkler 8.534 16.36 Coverage:MOM 106 10'-0 Sprinkler 8.546 16.37 Coverage: 75.00112 107 10'-0 Sprinkler 8.623 16.44 Coverage: 75.00ft2 108 10'-0 Sprinkler 8.695 16.51 Coverage: 75.00ft2 109 12'-0 Sprinkler 9.030 16.83 Coverage: 80.00ft2 110 10'-0 Sprinkler 9.558 17.31 Coverage: MOM 111 10'-0 Sprinkler 9.628 17.38 Coverage: MOW 112 10'-0 Sprinkler 9.712 17.45 Coverage: 75.00ft2 113 10'-0 Sprinkler 9.718 17.46 Coverage: MOW 114 10'-0 Sprinkler 9.855 17.58 Coverage: 75.00ft2 115 10'-0 Sprinkler 10.019 17.73 Coverage: 75.00ft2 116 10'-0 Sprinkler 10.159 17.85 Coverage: MOW 1 17'-3 20.450 2 17'-3 20.833 �©M.E.P.CAD, Inc. ±� AutoSPRINK®12 v12.0.4 3/3/2017 11:45:29AM Paqe 4 Job Name: Anthony Vince Nail Salon Remote Area Number: 1 Date: 3/3/2017 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (Psi) (gpm) 3 16-3 21.679 4 16-3 21.694 5 16'-3 21.804 6 16-3 22.070 7 16-3 22.296 8 15'-0 34.680 9 3'-0 51.276 11 17'-3 17.371 12 17'-3 19.929 13 17'-3 17.465 14 17'-3 20.032 15 17'-3 19.469 16 17'-3 20.789 17 17'-3 19.918 18 17'-3 20.984 100 3-0 40.936 &C M.E.P.CAD, Inc. 3 AutoSPRINK®12 v12.0.4 3/3/2017 11:45:29AM Paqe 5 Job Name:Anthony Vince Nail Salon Remote Area Number: 1 Date: 3/3/2017 Pipe Information Node 1 Elev 1 Flow added Fittings& Length C Factor Notes (Foot) K-Factor this step Nominal IDJ Devices (Foot) Total(Pt) '(q) Fitting/Device(Equivalent Fitting Pf Friction Elev(Pe) Length) Node 2 Elev 2 Total Flow Equiv. (Foot) Loss Per Unit Fixed Pressure Losses,when (Foot) (Q) Actual ID Length Total (psi) applicable,are added directly (Foot) (Foot) Friction(Pf) to(Pf)and shown as a ••:negative value. • 101 12'-0 5.6 17.50 1 (See 4'-6 120 9.766 Route 1 ••••• Notes) 123'-0 Sprinkler, -2.276 1 17'-3 17.50 1.0490 0.101648 127'-6 12.960 T(5'-0),fd(118'-0) 1 17'-3 11/ (See 8'-4 120 2).450 Notes) 6'-0 2 17'-3 17.50 1.3800 0.026734 T(6'-0) 14'-4 0.383 2 17'-3 17.65 1% (See 1'-0 120 20.833 Notes) Flow(q)from Route 2 8'-0 0.434 3 16-3 35.15 1.6100 0.045862 9'-0 0.413 T(8-0) 3 16-3 3 10'-0 120 21.679 4 16-3 35.15 3.2600 0.001477 10'-0 0.015 4 16-3 66.21 3 10'-6 120 21.694 Flow(q)from Route 3 5 16-3 101.36 3.2600 0.010476 10'-6 0.110 5 16-3 66.38 3 10'-0 120 21.804 Flow(q)from Route 4 6 16-3 167.75 3.2600 0.026601 10'-0 0.266 6 16-3 51.87 3 5'-2 120 22.070 Flow(q)from Route 9 7 16-3 219.62 3.2600 0.043789 5'-2 0.226 7 16-3 52.88 3 (See 61'-10 120 22.296 Notes) 119' 7% Flow(q)from Route 12 0.542 8 15'-0 272.50 3.2600 1 11.842 0.065268 181'-5/ 7E(9'-5),2T(20'-2), BV(13'-51/a) 8 15'-0 4 (See 17'-3 120 34.680 Notes) 1 42-1 5.202 100 3'-0 272.50 4.2600 1 0.017736 59'-4 2E(13'-2), BV(15'-9%) 1.053 100 3'-0 4 (See 6'-0 120 40.936 Notes) 13'-2 9 3'-0 272.50 4.2600 0.017736 19'-2 10.340 BFP(-10.000), E(13'-2) 9 3'-0 6 (See 108'-0 140 51.276 Notes) 140'-3 3.468 10 -5'-0 ,�I+,' 272.50 6.2800 0.002014 4E(22'-03/a),T(4T-31/<), GV(4'-8%),S (� ©M.E.P.CAD,Inc. AUtoSPRINK®12 v12.0.47.0 1 3/3/2017 11:45:32AM Page 6 Job Name: Anthony Vince Nail Salon Remote Area Number: 1 Date: 3/3/2017 Pipe Information Flow added Fittings 8� Notes Elev 1 Length C Factor Node 1 (Foot) K-Factor this tep Nominal ID Devices (Foot) Total(Pt) Fitting/Device(Equivalent Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Node 2 Elev 2 Total Flow Equiv. (Foot) Loss Per Unit (Foot) (Q) Actual ID Length Total (psi) applicable,are added directly (Foot) (Foot) Friction(Pf) to(Pf)and shown as a negative value. 100.00 55.244 Hose Allowance At Source 10 372.50 Total(Pt) Route 1 102 12'-0 5.6 17.65 1 (See 3'-6 120 9.938 •••••Route 2••••• Notes) 124'-0 -2.276 Sprinkler, 2 17'-3 17.65 1 13.171 .0490 127' 6 0.103303 EE(1'-0),T(5'-0),fd(118'-0) 20.833 Total(Pt) Route 2 E10 12'-0 5.6 16.03 1 (See 12'-6 120 8.195 •••••Route 3•••••Notes) 120'-0 Sprinkler,-2.276 17'-3 16.03 1.0490 132'-6 0.086428 E(2'-0),fd(118'-0) 11.452 11 17'-3 16.36+ 16.44 1'/ (See 8'-4 120 17.371 Notes) Flow(q)from Route 5 and 7 6'-0 12 17'-3 48.83 1.3800 14'-4 0.178481 T(6'-0) 2.558 12 17'-3 17.38 1'/z (See 1'-0 120 19.929 Notes) Flow(q)from Route 11 8'-0 0.434 4 16-3 66.21 1.6100 9'-0 0.147957 PO(8'-0) 1.332 21.694 Total(Pt) Route 3 104 12'-0 5.6 16.04 1 (See 13'-3 120 8.208 ...••Route 4..... Notes) 120'-0 -2.276 Sprinkler, 13 17'-3 16.04 1.0490 133'-3 0.086554 E(2'-0),fd(118'-0) 11.533 13 17'-3 16.37+ 16.51 1% (See 8'-4 120 17.465 Notes) 6'-0 Flow(q)from Route 6 and 8 14 17'-3 48.93 1.3800 14'-4 0.179105 567 T(6'-0) 2. 14 17'-3 17.46 1'/z (See 1'-0 120 20.032 Notes) Flow(q)from Route 13 8'-0 0.434 5 16-3 66.38 1.6100 9-0 0.148672 PO(8'-0) 1.338 21.804 Total(Pt) Route 4 105 10'-0 5.6 16.36 1 (See 8'-6 120 8.534 ....•Route 5••••• 7777777-- Notes) 125'-0 Sprinkler, -3.143 11 17'-3 { 16.36 1.0490 133-6 0.089733 11.979 E(2'-0), C(5'-0),fd(118'-0) 17.371 Total(Pt) Route 5 ©M.E.P.CAD, Inc. AutoSPRINKO 12 02.0.47.0 1 3/3/2017 11:45:32AM Page 7 Job Name: Anthony Vince Nail Salon Remote Area Number: 1 Date: 3/3/2017 Pipe Information Node 1 Elev 1 Flow added Length C Factor Total(Pt) Notes K-Factor this step Nominal ID Fittings 8� (Foot) (q) Devices (Foot) Fitting/Device(Equivalent Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit Node 2 (Foot) Actual ID Length Total applicable, and shown asractly (Q) (Foot) (Foot) (Psi) Friction(Pf) ( ) negative value. 106 10'-0 5.6 16.37 1 (See 9'-3 120 8.546 •••••Route 6••••• Notes) 125'-0 -3.143 Sprinkler, 13 17'-3 16.37 1.0490 0.089848 E(2'-0), C(5'-0),fd(118'-0) 134'-3 12.062 17.465 Total(Pt) Route 6 107 10'-0 5.6 16.44 1 (See 6-3 120 8.623 •••••Route 7••••• Notes) 125'-0 Sprinkler, -3.143 11 17'-3 16.44 1.0490 131'-3 11.891 0.090595 E(2'-0), C(5'-0),fd(118'-0) 17.371 Total(Pt) Route 7 108 10'-0 5.6 16.51 1 (See 5'-6 120 8.695 •••••Route 8••••• Notes) 125'-0 - Sprinkler, -3.143 13 17'-3 16.51 1.0490 0.091292 E(2'-0), C(5'-0),fd(118'-0) 130'-6 11.914 17.465 Total(Pt) Route 8 109 12'-0 5.6 16.83 1 (See 14'-6 120 9.030 ...••Route 9••••• Notes) 120'-0 Sprinkler, -2.276 15 17'-3 16.83 1.0490 134'-6 0.094541 E(2'-0),fd(118'-0) 12.716 15 17'-3 17.31 1 Y4 (See 8'-4 120 19.469 Notes) 6'-0 Flow(q)from Route 10 16 1 T-3 34.14 1.3800 14'-4 0.092046 1.319 T(6'-0) 16 17'-3 17.73 1%2 (See 1'-0 120 20.789 Notes) Flow(q)from Route 15 8'-0 0.434 6 16'-3 51.87 1.6100 9 0 0.094179 PO (8--0) 0.848 22.070 Total(Pt) Route 9 110 10'-0 5.6 17.31 1 (See 6'-0 120 9.558 •••••Route 10••••• Notes) 125'-0 Sprinkler, -3.143 15 17'-3 17.31 1.0490 131'-0 0.099652 E(2'-0),T(5'-0),fd(118'-0) 13.054 19.469 Total(Pt) Route 10 111 10'-0 5.6 17.38 1 (See T-0 120 9.628 •••••Route 11 .... • Notes) 12T-0 Sprinkler, -3.143 12 17'-3 17.38 1.0490 0.100325 2E(2'-0),T(5'-0),fd(118'-0) 134'-0 13.444 19.929 Total(Pt) Route 11 112 10'-0 5.6 17.45 1 (See 10'-0 120 9.712 •••••Route 12••••• Notes) Sprinkler, 122'-0 -3.143 17 1 T-3 17.45 1.0490 0.101130 <_ ° ` 132'-0 2E(2'-0),fd(118'-0) 13.349 dL� ©M.E.P.CAD, Inc. 0 AutoSPRINKO 12 02.0.47.0 1 3/3/2017 11:45:32AM Page 8 Job Name: Anthony Vince Nail Salon Remoter Area Number: 1 Date: 3/3/2017 Pipe Information FElev 1 Flow added Fittin s$ Length C Factor Notes Node 1ot) K-Factor thi(gs)tep Nominal ID Devices (Foot) Total(Pt) Fitting/Device(Equivalent Fitting Length) v 2 Total Flow Equiv. (Foot) Pf Friction Elev(Pe) Fixed Pressure Losses,when Node 2 Loss Per Unit (Foot) (Q) Actual ID Length Total (psi) applicable,are added directly (Foot) (Foot) Friction(Pf) to(Pf)and shown as a negative value. 17 17'-3 17.58 1'/< (See 6-3 120 19.918 Notes) 7 5% Flow(q)from Route 14 18 17'-3 35.03 1.4420 0.077937 T(T-5'/a) 13'-8% 1.066 18 17'-3 17.85 1% (See 1'-0 120 20.984 Notes) Flow(q)from Route 16 8'-0 0.434 7 16-3 52.88 1.6100 9'-0 0.097612 PO(8'-0) 0.879 22.296 Total(Pt) Route 12 113 10'-0 5.6 17.46 1 (See 6'-0 120 9.718 ....•Route 13..... Notes) Sprinkler, 127'-0 -3.143 14 17'-3 17.46 1.0490 0.101186 2E 2 0 ) ( ) 133'-0 13.458 ( �- ),T(5'-0 ,fd 118'-0 20.032 Total(Pt) Route 13 114 10'-0 5.6 17.58 1 (See 3'-10 120 9.855 •••••Route 14..... Notes) 125'-0 Sprinkler, -3.143 17 17'-3 17.58 1.0490 128'-10 0.102506 13.206 E(2'-0),T(5'-0),fd(118'-0) 19.918 Total(Pt) Route 14 115 10'-0 5.6 17.73 1 (See 6-8 120 10.019 •••••Route 15..... Notes) 127' 0 Sprinkler, -3.143 16 17'-3 17.73 1.0490 133'-8 0.104086 13.913 2E(2'-0),T(5'-0),fd(118'-0) 20.789 Total(Pt) Route 15 116 10'-0 5.6 17.85 1 (See 5'-6 120 10.159 •••••Route 16••... Notes) 127'-0 Sprinkler, -3.143 18 17'-3 17.85 1.0490 132'-6 0.105425 13.969 2E(2'-0),T(5'-0)1 fd(118'-0) 20.984 Total(Pt) Route 16 ©M.E.P.CAD,Inc. +3 AutoSPRINKO 12 02.0.47:0 1 3/3/2017 11:45:32AM Page 9 Job Name: Anthony Vince Nail Salon Remot&Area Number: 1 EgUivalenf Pipe 2errgttis��lgalves and Fittings(C=120 ony) Date: 3/3/2017 C Ua ue Mulfipl�er ; , 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 Fttings 1e end ALV Alarm Valve I An V Angle Valve b Bushin BaIV Ball Valve BFP Backflow Preventer BV ButterFl Valve C Cross Flow Turn 90° I cpIq Cou lin Cr Cross Run CV Check Valve DeIV Deluge Valve DPV D alve Pipe V E 90°Elbow EE 45°Elbow El 11'/° Elbow Ee2 22% e ° Elbow f Flow Device Flex El rOD FDC Fire De artment Connectic fE 90° FireLock M Elbow fEE 45° Fire Lock M Elbow fl Flan a FN Floatin Node fT FireLock M Tee lve Gau a GIoV Globe Valve GV Gate Va Ho Hose Hose Hose G Hose Valve H d H drant LtE Long 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 ©M.E.P.CAD,Inc. 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