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7677 - Tahoma Blvd Apts - Bldg 1 - Hydraulic CalculationsHydraulic Calculations Location: 15035 BERRY VALLEY ROAD SE, YELM, WA 98597, Project Name: TAHOMA BLVD APARTMENTS Drawing Name: 7677 - Tahoma Blvd Apts.cad Calculation Date: 5/17/2022 for Design Residential Commodity Classification: Area of Application: 900ft² (Actual 434ft²) Coverage per Sprinkler: 256ft² Type of sprinklers calculated: 4 Bldg 1 Unit 2D #1Remote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.05gpm/ft² Pendent No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 10.0 gpm (including Hose Streams where applicable):Total Water Required 44.507@52.60From Water Supply at Node 1:(Safety Margin = 11.486) 0.000@0.00From Water Supply at Node 2:(Safety Margin = 56.000) 0.000@0.00From Water Supply at Node 3:(Safety Margin = 56.000) 0.000@0.00From Water Supply at Node 4:(Safety Margin = 56.000) Type of System: Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Name of Contractor:FIRE SPRINKLERS INC. CITY OF YELMAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 1524 45TH ST E, SUMNER, WA 98390 253-826-0099 JNZ N/A N/A Right:Left:Automatic peaking results Notes: 5/17/2022© M.E.P.CAD, Inc.Page 1AutoSPRINK 2020 v16.3.18.0 3:55:36PM#1 Christopher Cameron Smith 0087-0618-C Level 3 Fire Sprinklers Incorporated FIRESI*988RJ 05/23/2022 Hydraulic Graph Water Supply Node: 1 Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #1 Date: 5/17/2022 Summary Sheet N 1.85 © M.E.P.CAD, Inc.5/17/2022 Page 2AutoSPRINK 2020 v16.3.18.0 3:55:38PM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (#1) Job Number: 7677 Sprinkler 1001 13.00 13.00 4.9 7.039 Sprinkler 1002 13.18 13.00 4.9 7.231 Sprinkler 1003 13.18 13.00 4.9 7.232 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.5/17/2022 Page 6AutoSPRINK 2020 v16.3.18.0 3:55:39PM Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #1 Date: 5/17/2022 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 54.0001 44.50752.601130.00 55.99356.000Water Supply 54.0002 0.0000.001130.00 56.00056.000Water Supply 54.0003 0.0000.001130.00 56.00056.000Water Supply 54.0004 0.0000.001130.00 56.00056.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 2'-0 52.6044.507Supply1 9'-0 13.007.039Sprinkler1001 9'-0 13.187.231Sprinkler1002 9'-0 13.187.232Sprinkler1003 9'-0 13.257.312Sprinkler1004 2'-0 44.514Supply2 9'-6 7.542101 9'-6 7.543102 9'-6 8.872103 9'-6 13.966104 9'-6 15.859105 9'-6 17.357106 9'-6 18.869107 9'-6 20.300108 9'-6 24.811109 9'-6 26.884110 5'-0 28.956111 © M.E.P.CAD, Inc.5/17/2022 Page 7AutoSPRINK 2020 v16.3.18.0 3:55:41PM Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #1 Date: 5/17/2022 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 3'-6 30.650112 -3'-0 45.984113 -3'-0 46.462114 -3'-0 46.571115 -3'-0 46.640116 -3'-0 46.659117 -3'-0 46.663118 9'-6 7.187120 9'-6 7.188121 9'-6 9.159122 9'-6 14.068123 9'-6 20.756124 9'-0 Sprinkler7.000Sprinkler2001 9'-0 Sprinkler7.000Sprinkler2002 9'-0 Sprinkler7.000Sprinkler2003 9'-0 Sprinkler7.000Sprinkler2004 © M.E.P.CAD, Inc.5/17/2022 Page 8AutoSPRINK 2020 v16.3.18.0 3:55:41PM Date: 5/17/2022 Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 12'-0 9'-6 23'-5½ -0.217 0.720 9'-0 11'-5½1001 101 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 7.03913.00 0.030666 Sprinkler, 13.00 4.9 E(7'-0), T(5'-0) 150 1'-0 9'-6 4'-8 0.001 9'-6 3'-8101 102 1 (See Notes) 1.1010 7.542 0.0002270.92 Tr(1'-0) 150 14'-0 9'-6 37'-0 1.330 9'-6 23'-0102 103 1 (See Notes) 1.1010 7.54313.25 0.035952 Flow (q) from Route 4 14.17 2Tr(1'-0), E(7'-0), T(5'-0) 150 9'-0 9'-6 19'-0 4.335 0.758 9'-6 10'-0103 104 1¼(See Notes) 1.3940 8.87213.73 0.039906 Flow (q) from Route 2 27.90 cplg(1'-0), EE(2'-0), T(6'-0) 150 17'-0 9'-6 53'-9 1.893 9'-6 36'-9104 105 1¼(See Notes) 1.3940 13.966 0.03520826.07 3Tr(1'-0), E(8'-0), T(6'-0) 150 18'-0 9'-6 22'-7 1.498 9'-6 4'-7105 106 1½(See Notes) 1.5980 15.85926.53 0.066347 Flow (q) from Route 5 52.60 2E(9'-0) 150 33'-0 9'-6 68'-5½1.512 9'-6 35'-5½106 107 2 (See Notes) 2.0030 17.357 0.02208352.60 3E(11'-0) 150 17'-0 9'-6 21'-7 1.432 9'-6 4'-7107 108 1½(See Notes) 1.5980 18.869 0.06634752.60 E(9'-0), T(8'-0) 150 20'-0 9'-6 60'-3 4.511 9'-6 40'-3108 109 1¼(See Notes) 1.3940 20.300 0.07486939.20 6Tr(1'-0), E(8'-0), T(6'-0) 150 20'-0 9'-6 31'-3 2.073 9'-6 11'-3109 110 1½(See Notes) 1.5980 24.81113.41 0.066347 Flow (q) from Route 7 52.60 2Tr(1'-0), 2E(9'-0) 150 1'-0 5'-0 5'-6 1.951 0.121 9'-6 4'-6110 111 2 (See Notes) 2.0030 26.884 0.02208352.60 cplg(1'-0) 150 © M.E.P.CAD, Inc.5/17/2022 Page 9AutoSPRINK 2020 v16.3.18.0 3:55:42PM#1 Date: 5/17/2022 Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 3'-6 1'-6 0.650 1.043 5'-0 1'-6111 112 2 (See Notes) 2.0670 28.956 0.02863052.60 f(-1.000) 120 23'-0 -3'-0 159'-3 2.818 12.516 3'-6 136'-3112 113 2 (See Notes) 2.0030 30.650 0.02208352.60 BFP(-3.000), cplg(1'-0), 2E(11' -0), WMV(-6.000) 150 11'-0 -3'-0 16'-8½0.478 -3'-0 5'-8½113 114 2 (See Notes) 2.0670 45.984 0.02863052.60 GV(1'-0), T(10'-0) 120 2'-0 -3'-0 225'-9½0.109 -3'-0 223'-9½114 115 4 (See Notes) 4.3900 46.462 0.00048452.60 GV(2'-0) 150 32'-0 -3'-0 385'-9½0.068 -3'-0 353'-9½115 116 4 (See Notes) 4.3900 46.571 0.00017730.55 GV(2'-0), E(10'-0), T(20'-0) 150 70'-3½ -3'-0 204'-11 0.020 -3'-0 134'-7½116 117 6 (See Notes) 6.2800 46.64022.05 0.000096 Flow (q) from Route 11 52.60 2GV(6'-0), EE(11'-0½), T(47'-3 ½) 140 59'-4½ -3'-0 164'-10 0.004 -3'-0 105'-5½117 118 8 (See Notes) 8.3900 46.659 0.00002352.60 T(59'-4½) 140 81'-4 2'-0 118'-11½ -2.168 0.011 -3'-0 37'-7½118 1 6 (See Notes) 6.2800 46.663 0.00009652.60 2GV(6'-0), T(47'-3½), E(22'-1), S 140 1 0.00 Hose Allowance At Source 52.60 Route 1Total(Pt) 44.507 5'-0 9'-6 5'-6 -0.217 0.173 9'-0 0'-61002 120 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 7.23113.18 0.031439 Sprinkler, 13.18 4.9 T(5'-0) 150 2'-0 9'-6 10'-0 0.001 9'-6 8'-0120 121 1 (See Notes) 1.1010 7.187 0.0000890.55 cplg(1'-0), Tr(1'-0) 150 © M.E.P.CAD, Inc.5/17/2022 Page 10AutoSPRINK 2020 v16.3.18.0 3:55:42PM#1 Date: 5/17/2022 Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 16'-0 9'-6 49'-8 1.685 9'-6 33'-8121 103 1 (See Notes) 1.1010 7.18813.18 0.033919 Flow (q) from Route 3 13.73 3Tr(1'-0), cplg(1'-0), E(7'-0), T( 5'-0) 150 8.872 Total(Pt)Route 2 5'-0 9'-6 5'-6 -0.217 0.173 9'-0 0'-61003 121 1 • • • • • Route 3 • • • • •(See Notes) 1.1010 7.23213.18 0.031442 Sprinkler, 13.18 4.9 T(5'-0) 150 7.188 Total(Pt)Route 3 12'-0 9'-6 14'-1 -0.217 0.447 9'-0 2'-11004 102 1 • • • • • Route 4 • • • • •(See Notes) 1.1010 7.31213.25 0.031768 Sprinkler, 13.25 4.9 E(7'-0), T(5'-0) 150 7.543 Total(Pt)Route 4 8'-0 9'-6 18'-0 4.335 0.574 9'-6 10'-0122 123 1¼• • • • • Route 5 • • • • •(See Notes) 1.3940 9.15912.62 + 12.08 0.031883 Flow (q) from Route 8 and 9 24.71 EE(2'-0), T(6'-0) 150 17'-0 9'-6 49'-3 1.791 9'-6 32'-3123 105 1¼(See Notes) 1.3940 14.0681.83 0.036378 Flow (q) from Route 6 26.53 3Tr(1'-0), E(8'-0), T(6'-0) 150 15.859 Total(Pt)Route 5 35'-0 9'-6 125'-4½0.102 9'-6 90'-4½104 123 1 • • • • • Route 6 • • • • •(See Notes) 1.1010 13.96626.07 0.000812 Flow (q) from Route 1 1.83 11Tr(1'-0), 2E(7'-0), 2T(5'-0) 150 14.068 Total(Pt)Route 6 38'-0 9'-6 124'-11 4.055 9'-6 86'-11124 109 1 • • • • • Route 7 • • • • •(See Notes) 1.1010 20.75613.41 0.032468 Flow (q) from Route 10 13.41 9Tr(1'-0), 3T(5'-0), 2E(7'-0) 150 24.811 Total(Pt)Route 7 19'-0 9'-6 67'-10½1.972 9'-6 48'-10½120 122 1 • • • • • Route 8 • • • • •(See Notes) 1.1010 7.1870.55 0.029049 Flow (q) from Route 2 12.62 5Tr(1'-0), 2cplg(1'-0), E(7'-0), T (5'-0) 150 9.159 Total(Pt)Route 8 © M.E.P.CAD, Inc.5/17/2022 Page 11AutoSPRINK 2020 v16.3.18.0 3:55:42PM#1 Date: 5/17/2022 Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #1 Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 18'-0 9'-6 60'-4½1.617 9'-6 42'-4½101 122 1 • • • • • Route 9 • • • • •(See Notes) 1.1010 7.5420.92 0.026786 Flow (q) from Route 1 12.08 6Tr(1'-0), E(7'-0), T(5'-0) 150 9.159 Total(Pt)Route 9 12'-0 9'-6 44'-3 0.455 9'-6 32'-3108 124 1¼• • • • • Route 10 • • • • •(See Notes) 1.3940 20.30039.20 0.010290 Flow (q) from Route 1 13.41 4Tr(1'-0), E(8'-0) 150 20.756 Total(Pt)Route 10 62'-0 -3'-0 705'-5½0.068 -3'-0 643'-5½115 116 4 • • • • • Route 11 • • • • •(See Notes) 4.3900 46.571 0.000097 T(20'-0) 22.05 GV(2'-0), 2E(10'-0), T(20'-0) 150 46.640 Total(Pt)Route 11 © M.E.P.CAD, Inc.5/17/2022 Page 12AutoSPRINK 2020 v16.3.18.0 3:55:42PM#1 Date: 5/17/2022 Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #1 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90°cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow 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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90°Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.5/17/2022 Page 13AutoSPRINK 2020 v16.3.18.0 3:55:42PM#1