Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
FIR2022-0002+Calculations+1.6.2022_12.13.18_PM+2607056
i Hydraulic Summary RECEIVED Ian 11 2n99 Job Number: 2-11-11859 Report Description: Ordinary Group I CITY OF EDMONDS Job Number Design Engineer DEVELOPMENT SERVICES 2-11-11859 KEVIN RIDER DEPARTMENT State CertificatioNLicense Number FIRESWI140131 FIR2022-0002 Job Name: EDMONDS WWTF II Address 200 2ND AVE. S AHJ CITY OF EDMONDS Job Sits/Building Address 2 EDMONDS, WA98020 Address 3 Drewing Name 2-11-11859_Rev01_(Edmonds WWTF 11) Syste Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 5.6 K-Factor 19.50 at 12.125 Ordinary Group I Hose Allowance At Source Density Area of Application 250.00 0.15gpm/ft2 1500ft2 (Actual 1610ft2) Additional Hose Supplies Number Of Sprinklers Calculated Number Of Noules Calculated Coverage Per Sprinkler Node Flow(gpm) 16 0 130ft2 Total Hose Streams 250.00 System Flow Demand Total Water Required (Including Hose Allowance) 425.09 675.09 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 20.60 between nodes 105 and 106 Maximum Velocity Under Ground 4.40 between nodes 1 and 2 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 582.04gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m(psi) (psi)gc m(psi)g� m(psi) (psi) 1 Water Supply 250.00 130.000 20.000 2500.00 120.238 675.09 98.536 21.702 Contractor Contractor Number Contact Name KEVIN RIDER Coma. Title DESIGNER Name of Contractor. FIRE SYSTEMS WEST Phone 253-833-1248 Extension Addressi 206 FRONTAGE RD N, SUITE C FAX Address 2 PACIFIC, WA 98047 E-mail kevinr@firesystemswest.com Address 3 Web -Site k, @ M.E.P.CAD, Inc. l�jj AutoSPRINK 2019 05.1.23.0 10/28/2021 10:58:40AM Page 1 +� Hydraulic Graph � ! 5 Job Number: 2-11-11859 Rannr4 n—rin}inn• OrAnn— r--in I Water Supply at Node 1 150 135 Static Pressure 130.000 120 105 425.0 I 9 R 98.536 675.09 with hose streams 90 N Q 75 60 System demand curve 45 30 2500.00 @ 20.000 15 0 %00 1000 1500 2000 2500 3000 3500 4000 4500 5000 Water flow, gpm Hydreulic Graph Water Supply at Node 1 Static: Pressure 130.000 Residual: Pressure 20.000 @ 2500.00 Available Pressure at Time of Teat 120.238 @ 675.09 system Demand 98.536 @ 425.09 Sy— Demand (1ncWdmy Hose Nlowance at source) 98.536 @ 675.09 & @ M.E.P.CAD, Inc. I115 AutoSPRINK 2019 05.1.23.0 10/28/2021 10:58:42AM Page 2 ikummary Of Outflowing Devices Job Number: 2-11-11859 Report Description: Ordinary Group I Device Actual Flow pm Minimum Flow pm K-Factor K(psi) Pressure Sprinkler 1001 21.49 19.50 5.6 14.724 Sprinkler 1002 22.00 19.50 5.6 15.431 Sprinkler 1003 25.63 19.50 5.6 20.941 Sprinkler 1004 27.72 19.50 5.6 24.498 Sprinkler 1005 29.44 19.50 5.6 27.632 y Sprinkler 1006 19.50 19.50 5.6 12.125 Sprinkler 1007 19.97 19.50 5.6 12.716 Sprinkler 1008 26.35 19.50 5.6 22.146 Sprinkler 1009 28.22 19.50 5.6 25.396 Sprinkler 1010 29.83 19.50 5.6 28.366 Sprinkler 1011 25.58 19.50 5.6 20.872 Sprinkler 1012 28.32 19.50 5.6 25.566 Sprinkler 1013 32.71 19.50 5.6 34.111 Sprinkler 1014 27.24 19.50 5.6 23.670 Sprinkler 1015 28.24 19.50 5.6 25.428 Sprinkler 1016 32.87 19.50 5.6 34.443 b Most Demanding Sprinkler Data L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2019 v15.1.23.0 10/28/2021 10:58:43AM Page 3 0 Node Analysis rI, J� Job Number: 2-11-11859 Report Description: Ordinary Grouo I Node Elevation Foot Fittings Pressure(psi) Dischar e m 1 13'-7 S 98.536 425.09 1001 32'-2 S r-14.724 14.724 21.49 1002 32'-2 S r-15.431 15.431 22.00 1003 32'-2 S r-20.941 20.941 25.63 1004 32'-2 S r-24.498 24.498 27.72 1005 32'-2 Spr-27.632 27.632 29.44 1006 32'-2 Spr-12.125 12.125 19.50 1007 32'-2 S r-12.716 12.716 19.97 1008 32'-2 S r-22.146 22.146 26.35 1009 32'-2 S r-25.396 25.396 28.22 1010 32'-2 S r-28.366 28.366 29.83 1011 32'-2 S r-20.872 20.872 25.58 1012 32'-2 S r-25.566 25.566 28.32 1013 32'-2 Spr-34.111 34.111 32.71 1014 32'-2 Spr-23.670 23.670 27.24 1015 32'-2 S r-25.428 25.428 28.24 1016 32'-2 S r-34.443 34.443 32.87 2 13'-7 T 26'-4 97.736 3 10'-9 89.111 100 31'-7'/z PO 8'-0 48.862 101 31'-7% PO 8'-0 48.066 102 31'-7'% PO 8'-0 47.467 103 31'-7'% PO 8'-0 47.325 104 32'-7'/. T 5'-0 41.902 105 32'-7'/. T 5'-0 36.023 106 32'-7'/z T 5'-0 26.570 107 32'-7'/z T 5'-0 41.341 108 32'-7'/z T 5'-0 35.675 109 32'-7% T 5'-0 26.715 110 32'-7'% T 5'-0 29.652 111 32'-7'% T 5'-0 26.537 112 32'-7'/. T 5'-0 23.126 113 32'-7'/. T 5'-0 13.219 114 32'-7'/z T 5'-0 28.882 115 32'-7'/z T 5'-0 25.594 116 32'-7'/z T 5'-0 21.862 117 32'-7% T 5'-0 16.074 L © M.E.P.CAD, Inc. 1115 AutoSPRINK 2019 05.1.23.0 10/28/2021 10:58:44AM Page 4 NO ydraulic Analysis Job Number: 2-11-11859 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream �•••••Route 1 ••••• BL 1.0490 19.50 7.24 120 0.124177 8'-5'/2 Pf 1.301 1006 113 32'-2 32'-7Yz 19.50 5.6 12.125 13.219 Sprinkler, E(2'-0) 2'-0 10'-5% Pe Pv -0.208 BL 1.0490 39.47 14.65 120 0.457668 13'-8 Pf 9.907 113 112 32'-7'/ 32'-7Yz 19.97 13.219 23.126 Flow (q) from Route 2 4E(2'-0) 8'-0 21'-8 Pe Pv BL 1.3800 65.82 14.12 120 0.310051 11'-0 Pf 3.411 112 111 32'-7'/ 32'-7Yz 26.35 23.126 26.537 Flow (q) from Route 7 11'-0 Pe Pv BL 1.6100 94.04 14.82 120 0.283184 11'-0 Pf 3.115 111 110 32'-7Yz 32'-7Yz 28.22 26.537 29.652 Flow (q) from Route 10 11'-0 Pe Pv BL 1.6100 123.87 19.52 120 0.471402 24'-10% Pf 17.381 110 102 32'-7Yz 31'-7Yz 29.83 29.652 47.467 Flow (q) from Route 14 E(4'-0), PO(8'-0) 12'-0 36'-10% Pe Pv 0.434 CM 3.2600 250.14 9.61 120 0.055707 10'-9 Pf 0.599 102 101 31'-7Yz 31'-7Yz 126.27 47.467 48.066 Flow (q) from Route 3 10'-9 Pe Pv CM 3.2600 336.74 12.94 120 0.096557 8'-3 Pf 0.797 101 100 31'-7Yz 31'-7Yz 86.61 48.066 48.862 Flow (q) from Route 5 8'-3 Pe Pv CM 3.2600 425.09 16.34 120 0.148586 136'-0 Pf 31.191 100 3 31'-7'/ 10'-9 88.35 48.862 89.111 Flow (q) from Route 8 9LtE(6'-8Y:), 2f(-0.000), BV(13'- 5'/2) 73'-11 209'-11 Pe Pv 9.058 DY 4.2600 425.09 9.57 120 0.040376 4'-7Yz Pf 9.854 3 2 10'-9 13'-7 89.111 97.736 2T(26'-4), 3LtE(7'-11), BFP(-6.58 3) 76'-4'/z 81'-0 Pe Pv -1.228 UG 6.2800 425.09 4.40 140 0.004586 138'-1 Pf 0.799 2 1 13'-7 13'-7 97.736 98.536 LtE(14'-2), 2EE(11'-0Yz), S 36'-3 174'-4 Pe Pv 250.00 Hose Allowance At Source 1 675.09 �•••••Route 2••••• BL 1.0490 19.97 7.41 120 0.129759 0'-5'/2 Pf 0.711 1007 113 32'-2 32'-7'/z 19.97 5.6 12.716 13.219 Sprinkler, T(5'-0) 5'-0 5'-5'/2 Pe Pv -0.208 Q&•••••Route 3••••• BL 1.0490 21.49 7.98 120 0.148612 8'-5Y2 Pf 1.557 1001 117 32'-2 32'-7Yz 21.49 5.6 14.724 16.074 Sprinkler, E(2'-0) 2'-0 10'-5% Pe Pv -0.208 BL 1.0490 43.49 16.14 120 0.547563 10'-7 Pf 5.788 117 116 32'-7'/z 32'-7Yz 22.00 16.074 21.862 Flow (q) from Route 4 10'-7 Pe Pv BL 1.3800 69.11 14.82 120 0.339336 11'-0 Pf 3.733 116 115 32'-7'/z 32'-7Yz 25.63 21.862 25.594 Flow (q) from Route 6 11'-0 Pe Pv BL 1.6100 96.83 15.26 120 0.298906 11'-0 Pf 3.288 115 114 32'-7'/z 32'-7Yz 27.72 25.594 28.882 Flow (q) from Route 9 11'-0 Pe Pv BL 1.6100 126.27 19.90 120 0.488431 24'-10% Pf 18.009 114 103 32'-7'/z 31'-7Yz 29.44 28.882 47.325 Flow (q) from Route 13 E(4'-0), PO(8'-0) 12'-0 36'-10% Pe Pv 0.434 CM 3.2600 126.27 4.85 120 0.015728 9'-0 Pf 0.142 103 102 31'-7'/z 31'-7Yz 47.325 47.467 9'-0 Pe Pv �•••••Route 4••••• BL 1.0490 22.00 8.17 120 0.155201 0'-5Y: Pf 0.850 1002 117 32'-2 32'-7Y: 22.00 5.6 15.431 16.074 Sprinkler, T(5'-0) 5'-0 5'-5Y: Pe Pv -0.208 g•••••Route 5••••• BL 1.0490 25.58 9.50 120 0.205219 15'-6 Pf 6.051 1011 109 32'-2 32'-7Yz 25.58 5.6 20.872 26.715 Sprinkler, 7E(2'-0) 14'-0 29'-6 Pe Pv -0.208 & © M.E.P.CAD, Inc. 8JJB AWSPRINK 2019 05.1.23.0 10/28/2021 10:58:46AM Page 5 IN ydraulic Analysis Job Number: 2-11-11859 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream BL 1.0490 53.90 20.01 120 0.814528 11'-0 11'-0 Pf Pe Pv 8.960 109 32'-7'/2 28.32 26.715 Flow (q) from Route 12 108 32'-7'/z 35.675 BL 1.3800 86.61 18.58 120 0.515119 11'-0 11'-0 Pf Pe Pv 5.666 108 32'-7'/ 32.71 35.675 Flow (q) from Route 15 107 32'-7'/z 41.341 BL 1.6100 86.61 13.65 120 0.243151 13'-10'/ 12'-0 25'-10'/ Pf Pe Pv 6.291 0.434 107 32'-7'/ 41.341 101 31'-7'/z 48.066 E(4'-0), PO(8'-0) Q&••••• Route 6••••• BL 1.0490 25.63 9.51 120 0.205852 0'-5'/2 Pf 1.128 1003 116 32'-2 32'-7Yz 25.63 5.6 20.941 21.862 Sprinkler, T(5'-0) 5'-0 5'-5'/2 Pe Pv -0.208 4--b••••• Route 7••••• BL 1.0490 26.35 9.78 120 0.216782 0'-5'/z Pf 1.188 1008 112 32'-2 32'-7'/2 26.35 5.6 22.146 23.126 Sprinkler, T(5'-0) 5'-0 5'-5'/z Pe Pv -0.208 g••••• Route 8••••• BL 1.0490 27.24 10.11 120 0.230544 1V-5'/z Pf 3.108 1014 106 32'-2 32'-7'/z 27.24 5.6 23.670 26.570 Sprinkler, E(2'-0) 2'-0 13'-5'/ Pe Pv -0.208 BL 1.0490 55.48 20.60 120 0.859365 11'-0 Pf 9.453 106 105 32'-7'/ 32'-7'/z 28.24 26.570 36.023 Flow (q) from Route 11 11'-0 Pe Pv BL 1.3800 88.35 18.95 120 0.534458 11'-0 Pf 5.879 105 104 32'-7'/ 32'-7'/z 32.87 36.023 41.902 Flow (q) from Route 16 11'-0 Pe Pv BL 1.6100 88.35 13.92 120 0.252280 13'-10'/z Pf 6.527 104 100 32'-7'/ 31'-7'/ 41.902 48.862 E(4'-0), PO(8'-0) 12'-0 25-10'/ Pe Pv 0.434 Q&••••• Route 9••••• BL 1.0490 27.72 10.29 120 0.237997 0'-5'/2 Pf 1.304 1004 115 32'-2 32'-7'/ 27.72 5.6 24.498 25.594 Sprinkler, T(5'-0) 5'-0 5'-5'/z Pe Pv -0.208 4--&••••• Route 10••••• BL 1.0490 28.22 10.48 120 0.246057 0'-5'/2 Pf 1.348 1009 111 32'-2 32'-7'/z 28.22 5.6 25.396 26.537 Sprinkler, T(5'-0) 5'-0 5'-5'/2 Pe Pv -0.208 lm&••••• Route 11 ••••• BL 1.0490 28.24 10.48 120 0.246339 0'-5'/2 Pf 1.350 1015 106 32'-2 32'-7'% 28.24 5.6 25.428 26.570 Sprinkler, T(5'-0) 5'-0 5'-5% Pe Pv -0.208 (F-b••••• Route 12••••• BL 1.0490 28.32 10.51 120 0.247581 0'-5'/2 Pf 1.357 1012 109 32'-2 32'-7'/2 28.32 5.6 25.566 26.715 Sprinkler, T(5'-0) 5'-0 5'-5'/ Pe Pv -0.208 cm&••••• Route 13••••• BL 1.0490 29.44 10.93 120 0.266033 0'-5'/2 Pf 1.458 1005 114 32'-2 32'-7'/z 29.44 5.6 27.632 28.882 Sprinkler, T(5'-0) 5'-0 5'-5'/2 Pe Pv -0.208 Q&••••• Route 14••••• BL 1.0490 29.83 11.07 120 0.272561 0'-5'/z Pf 1.493 1010 110 32'-2 32'-7'/ 29.83 5.6 28.366 29.652 Sprinkler, T(5'-0) 5'-0 5'-5'/2 Pe Pv -0.208 (F-b••••• Route 15••••• BL 1.0490 32.71 12.14 120 0.323264 0'-5'/2 Pf 1.771 1013 108 32'-2 32'-7% 32.71 5.6 34.111 35.675 Sprinkler, T(5'-0) 5'-0 5'-5'/z Pe Pv -0.208 g••••• Route 16••••• BL 1.0490 32.87 12.20 120 0.326171 0'-5'/2 5'-0 5'-5'/2 Pf Pe Pv 1.787 -0.208 1016 32'-2 32.87 5.6 34.443 Sprinkler, 105 32'-7'/z 36.023 T(5'-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter ( Schedule 40 Steel Pipe Inside Diameter 4.87 ) = Factor Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 & © M.E.P.CAD, Inc. 8111 AutoSPRINK 2019 05.1.23.0 10/28/2021 10:58:46AM Page 6 Affi Wydraulic Analysis Job Number: 2-11-11859 rteport uescripaon: uramary vroup i Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary 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 BaIV Ball Valve DR Drop BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90' FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen -Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DeIV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90' Elbow UG Underground Pf Pressure loss due to friction between points EE 45' Elbow Pe Pressure due to elevation difference between indicated Eel 11'/4' Elbow points Eel 22'/� Elbow Pv Velocity pressure at a point in a pipe 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. 111 AutoSPRINK 2019 v15.1.23.0 10/28/2021 10:58:46AM Page 7