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7677 - Tahoma Blvd Apts - Bldg 4 - 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: 5/11/2022 for Design Residential Commodity Classification: Area of Application: 900ft² (Actual 433ft²) Coverage per Sprinkler: 256ft² Type of sprinklers calculated: 4 Bldg 4 Unit 3H #4Remote 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 0.000@0.00From Water Supply at Node 1:(Safety Margin = 56.000) 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) 49.766@53.00From Water Supply at Node 4:(Safety Margin = 6.227) 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: 5/11/2022© M.E.P.CAD, Inc.Page 1AutoSPRINK 2020 v16.3.18.0 11:15:18AM#4 Christopher Cameron Smith 0087-0618-C Level 3 Fire Sprinklers Incorporated FIRESI*988RJ 05/23/2022 Hydraulic Graph Water Supply Node: 4 Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #4 Date: 5/11/2022 Summary Sheet N 1.85 © M.E.P.CAD, Inc.5/11/2022 Page 5AutoSPRINK 2020 v16.3.18.0 11:15:20AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (#4) Job Number: 7677 Sprinkler 4001 13.00 13.00 4.9 7.039 Sprinkler 4002 13.25 13.00 4.9 7.312 Sprinkler 4003 13.38 13.00 4.9 7.453 Sprinkler 4004 13.38 13.00 4.9 7.453 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.5/11/2022 Page 6AutoSPRINK 2020 v16.3.18.0 11:15:21AM Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #4 Date: 5/11/2022 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 54.0001 0.0000.001130.00 56.00056.000Water Supply 54.0002 0.0000.001130.00 56.00056.000Water Supply 54.0003 0.0000.001130.00 56.00056.000Water Supply 54.0004 49.76653.001130.00 55.99356.000Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 2'-0 53.0049.766Supply4 9'-0 13.007.039Sprinkler4001 9'-0 13.257.312Sprinkler4002 9'-0 13.387.453Sprinkler4003 9'-0 13.387.453Sprinkler4004 2'-0 49.773Supply1 2'-0 49.773Supply2 9'-6 7.542401 9'-6 7.542402 9'-6 7.966403 9'-6 13.039404 9'-6 18.048405 9'-6 19.948406 9'-6 22.093407 9'-6 27.657408 9'-6 29.801409 9'-6 33.190410 © M.E.P.CAD, Inc.5/11/2022 Page 7AutoSPRINK 2020 v16.3.18.0 11:15:23AM Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #4 Date: 5/11/2022 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 5'-0 35.909411 3'-6 37.602412 -3'-0 51.413413 -3'-0 51.891414 -3'-0 51.899415 -3'-0 51.919416 -3'-0 51.922417 9'-6 7.414419 9'-6 8.100420 9'-6 13.044421 9'-6 18.049422 9'-6 7.414423 9'-0 Sprinkler7.000Sprinkler1001 9'-0 Sprinkler7.000Sprinkler1002 9'-0 Sprinkler7.000Sprinkler1003 9'-0 Sprinkler7.000Sprinkler1004 9'-0 Sprinkler7.000Sprinkler2001 9'-0 Sprinkler7.000Sprinkler2002 9'-0 Sprinkler7.000Sprinkler2003 © M.E.P.CAD, Inc.5/11/2022 Page 8AutoSPRINK 2020 v16.3.18.0 11:15:23AM Date: 5/11/2022 Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #4 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'-5½4001 401 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 0.000 9'-6 3'-8401 402 1¼(See Notes) 1.3940 7.542 0.0000290.56 Tr(1'-0) 150 16'-0 9'-6 39'-0 0.424 9'-6 23'-0402 403 1¼(See Notes) 1.3940 7.54213.25 0.010875 Flow (q) from Route 2 13.81 2Tr(1'-0), E(8'-0), C(6'-0) 150 9'-0 9'-6 19'-0 4.335 0.738 9'-6 10'-0403 404 1¼(See Notes) 1.3940 7.96613.68 0.038854 Flow (q) from Route 4 27.50 cplg(1'-0), EE(2'-0), C(6'-0) 150 9'-0 9'-6 19'-0 4.335 0.673 9'-6 10'-0404 405 1¼(See Notes) 1.3940 13.039 0.03542326.16 cplg(1'-0), EE(2'-0), T(6'-0) 150 18'-0 9'-6 54'-8 1.900 9'-6 36'-8405 406 1¼(See Notes) 1.3940 18.048 0.03475225.89 4Tr(1'-0), E(8'-0), T(6'-0) 150 54'-0 9'-6 95'-9 2.145 9'-6 41'-9406 407 2 (See Notes) 2.0030 19.94827.12 0.022395 Flow (q) from Route 3 53.00 4E(11'-0), T(10'-0) 150 38'-0 9'-6 152'-8 5.564 9'-6 114'-8407 408 1¼(See Notes) 1.3940 22.093 0.03644526.56 15Tr(1'-0), 2E(8'-0), cplg(1'-0), T(6'-0) 150 54'-0 9'-6 95'-9 2.145 9'-6 41'-9408 409 2 (See Notes) 2.0030 27.65726.44 0.022395 Flow (q) from Route 6 53.00 4E(11'-0), T(10'-0) 150 20'-0 9'-6 60'-2½3.389 9'-6 40'-2½409 410 1¼(See Notes) 1.3940 29.801 0.05629833.60 6Tr(1'-0), E(8'-0), T(6'-0) 150 23'-0 5'-0 34'-3 1.951 0.767 9'-6 11'-3410 411 2 (See Notes) 2.0030 33.19019.41 0.022395 Flow (q) from Route 10 53.00 2E(11'-0), cplg(1'-0) 150 © M.E.P.CAD, Inc.5/11/2022 Page 9AutoSPRINK 2020 v16.3.18.0 11:15:24AM#4 Date: 5/11/2022 Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #4 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 1.044 5'-0 1'-6411 412 2 (See Notes) 2.0670 35.909 0.02903453.00 f(-1.000) 120 23'-0 -3'-0 88'-11½ 2.818 10.992 3'-6 65'-11½412 413 2 (See Notes) 2.0030 37.602 0.02239553.00 BFP(-3.000), cplg(1'-0), 2E(11' -0), WMV(-6.000) 150 11'-0 -3'-0 16'-5½0.478 -3'-0 5'-5½413 414 2 (See Notes) 2.0670 51.413 0.02903453.00 GV(1'-0), T(10'-0) 120 44'-0 -3'-0 167'-5 0.008 -3'-0 123'-5414 415 6 (See Notes) 6.3100 51.891 0.00004638.20 E(14'-0), T(30'-0) 150 70'-3½ -3'-0 204'-11 0.020 -3'-0 134'-7½415 416 6 (See Notes) 6.2800 51.89914.80 0.000097 Flow (q) from Route 12 53.00 2GV(6'-0), EE(11'-0½), T(47'-3 ½) 140 59'-4½ -3'-0 164'-10 0.004 -3'-0 105'-5½416 417 8 (See Notes) 8.3900 51.919 0.00002453.00 T(59'-4½) 140 81'-4 2'-0 118'-11½ -2.168 0.012 -3'-0 37'-7½417 4 6 (See Notes) 6.2800 51.922 0.00009753.00 2GV(6'-0), T(47'-3½), E(22'-1), S 140 4 0.00 Hose Allowance At Source 53.00 Route 1Total(Pt) 49.766 12'-0 9'-6 14'-1 -0.217 0.447 9'-0 2'-14002 402 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 7.31213.25 0.031764 Sprinkler, 13.25 4.9 E(7'-0), T(5'-0) 150 7.542 Total(Pt)Route 2 5'-0 9'-6 5'-6 -0.217 0.178 9'-0 0'-64003 419 1 • • • • • Route 3 • • • • •(See Notes) 1.1010 7.45313.38 0.032332 Sprinkler, 13.38 4.9 T(5'-0) 150 © M.E.P.CAD, Inc.5/11/2022 Page 10AutoSPRINK 2020 v16.3.18.0 11:15:24AM#4 Date: 5/11/2022 Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #4 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 21'-0 9'-6 69'-10½0.686 9'-6 48'-10½419 420 1¼(See Notes) 1.3940 7.414 0.00982013.07 6Tr(1'-0), cplg(1'-0), E(8'-0), C( 6'-0) 150 8'-0 9'-6 18'-0 4.335 0.609 9'-6 10'-0420 421 1¼(See Notes) 1.3940 8.10012.44 0.033819 Flow (q) from Route 8 25.51 EE(2'-0), C(6'-0) 150 8'-0 9'-6 18'-0 4.335 0.669 9'-6 10'-0421 422 1¼(See Notes) 1.3940 13.0440.63 + 0.71 0.037180 Flow (q) from Route 5 and 11 26.85 EE(2'-0), T(6'-0) 150 18'-0 9'-6 50'-2 1.899 9'-6 32'-2422 406 1¼(See Notes) 1.3940 18.0490.27 0.037872 Flow (q) from Route 7 27.12 4Tr(1'-0), E(8'-0), T(6'-0) 150 19.948 Total(Pt)Route 3 5'-0 9'-6 5'-6 -0.217 0.178 9'-0 0'-64004 423 1 • • • • • Route 4 • • • • •(See Notes) 1.1010 7.45313.38 0.032332 Sprinkler, 13.38 4.9 T(5'-0) 150 18'-0 9'-6 51'-8 0.552 9'-6 33'-8423 403 1¼(See Notes) 1.3940 7.4140.30 0.010682 Flow (q) from Route 9 13.68 4Tr(1'-0), E(8'-0), C(6'-0) 150 7.966 Total(Pt)Route 4 40'-0 9'-6 130'-6½0.005 9'-6 90'-6½404 421 1¼• • • • • Route 5 • • • • •(See Notes) 1.3940 13.039 0.000036 C(6'-0) 0.63 12Tr(1'-0), 2E(8'-0), C(6'-0) 150 13.044 Total(Pt)Route 5 40'-0 9'-6 153'-11 5.564 9'-6 113'-11407 408 1¼• • • • • Route 6 • • • • •(See Notes) 1.3940 22.09326.56 0.036149 Flow (q) from Route 1 26.44 15Tr(1'-0), 3cplg(1'-0), 2E(8'-0 ), T(6'-0) 150 27.657 Total(Pt)Route 6 29'-0 9'-6 119'-6½0.001 9'-6 90'-6½405 422 1¼• • • • • Route 7 • • • • •(See Notes) 1.3940 18.04825.89 0.000007 Flow (q) from Route 1 0.27 13Tr(1'-0), 2E(8'-0) 150 18.049 Total(Pt)Route 7 © M.E.P.CAD, Inc.5/11/2022 Page 11AutoSPRINK 2020 v16.3.18.0 11:15:24AM#4 Date: 5/11/2022 Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #4 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 20'-0 9'-6 62'-4½0.558 9'-6 42'-4½401 420 1¼• • • • • Route 8 • • • • •(See Notes) 1.3940 7.5420.56 0.008952 Flow (q) from Route 1 12.44 6Tr(1'-0), E(8'-0), C(6'-0) 150 8.100 Total(Pt)Route 8 1'-0 9'-6 9'-0 0.000 9'-6 8'-0419 423 1¼• • • • • Route 9 • • • • •(See Notes) 1.3940 7.41413.07 0.000009 Flow (q) from Route 3 0.30 Tr(1'-0) 150 7.414 Total(Pt)Route 9 45'-0 9'-6 166'-2½3.389 9'-6 121'-2½409 410 1¼• • • • • Route 10 • • • • •(See Notes) 1.3940 29.80133.60 0.020392 Flow (q) from Route 1 19.41 14Tr(1'-0), 3E(8'-0), cplg(1'-0), T(6'-0) 150 33.190 Total(Pt)Route 10 36'-0 9'-6 104'-10 0.005 9'-6 68'-10404 421 1¼• • • • • Route 11 • • • • •(See Notes) 1.3940 13.039 0.000045 C(6'-0) 0.71 8Tr(1'-0), 2E(8'-0), C(6'-0) 150 13.044 Total(Pt)Route 11 94'-0 -3'-0 967'-10 0.008 -3'-0 873'-10414 415 6 • • • • • Route 12 • • • • •(See Notes) 6.3100 51.89138.20 0.000008 Flow (q) from Route 1 14.80 2GV(3'-0), 2T(30'-0), 2E(14'-0) 150 51.899 Total(Pt)Route 12 © M.E.P.CAD, Inc.5/11/2022 Page 12AutoSPRINK 2020 v16.3.18.0 11:15:24AM#4 Date: 5/11/2022 Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #4 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.5/11/2022 Page 13AutoSPRINK 2020 v16.3.18.0 11:15:24AM#4