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7677 - Tahoma Blvd Apts - Bldg 3 - 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: 5/6/2022 for Design Residential Commodity Classification: Area of Application: 900ft² (Actual 434ft²) Coverage per Sprinkler: 256ft² Type of sprinklers calculated: 4 Bldg 3 Unit 3H #3Remote 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) 49.999@52.99From Water Supply at Node 3:(Safety Margin = 5.994) 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: 5/6/2022© M.E.P.CAD, Inc.Page 1AutoSPRINK 2020 v16.3.9.0 9:30:04AM#3 Christopher Cameron Smith 0087-0618-C Level 3 Fire Sprinklers Incorporated FIRESI*988RJ 05/23/2022 Hydraulic Graph Water Supply Node: 3 Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #3 Date: 5/6/2022 Summary Sheet N 1.85 © M.E.P.CAD, Inc.5/6/2022 Page 4AutoSPRINK 2020 v16.3.9.0 9:30:06AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (#3) Job Number: 7677 Sprinkler 3001 13.00 13.00 4.9 7.039 Sprinkler 3002 13.25 13.00 4.9 7.312 Sprinkler 3003 13.37 13.00 4.9 7.443 Sprinkler 3004 13.37 13.00 4.9 7.444 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.5/6/2022 Page 6AutoSPRINK 2020 v16.3.9.0 9:30:07AM Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #3 Date: 5/6/2022 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 49.99952.991130.00 55.99356.000Water 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 52.9949.999Supply3 9'-0 13.007.039Sprinkler3001 9'-0 13.257.312Sprinkler3002 9'-0 13.377.443Sprinkler3003 9'-0 13.377.444Sprinkler3004 9'-6 7.542301 9'-6 8.100302 9'-6 13.044303 9'-6 18.048304 9'-6 19.946305 9'-6 22.090306 9'-6 27.650307 9'-6 29.794308 9'-6 33.310309 5'-0 36.028310 3'-6 37.722311 -3'-0 51.641312 © M.E.P.CAD, Inc.5/6/2022 Page 7AutoSPRINK 2020 v16.3.9.0 9:30:09AM Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #3 Date: 5/6/2022 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -3'-0 52.120313 -3'-0 52.131314 -3'-0 52.151315 -3'-0 52.155316 9'-6 7.542318 9'-6 7.966319 9'-6 13.039320 9'-6 18.047321 9'-6 7.404322 9'-6 7.404323 © M.E.P.CAD, Inc.5/6/2022 Page 8AutoSPRINK 2020 v16.3.9.0 9:30:09AM Date: 5/6/2022 Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #3 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'-5½3001 301 1 • • • • • Route 1 • • • • •(See Notes) 1.1010 7.03913.00 0.030666 Sprinkler, 13.00 4.9 E(7'-0), T(5'-0) 150 20'-0 9'-6 62'-4½0.558 9'-6 42'-4½301 302 1¼(See Notes) 1.3940 7.542 0.00894912.43 6Tr(1'-0), E(8'-0), C(6'-0) 150 8'-0 9'-6 18'-0 4.335 0.608 9'-6 10'-0302 303 1¼(See Notes) 1.3940 8.10013.07 0.033805 Flow (q) from Route 3 25.50 EE(2'-0), C(6'-0) 150 8'-0 9'-6 18'-0 4.335 0.669 9'-6 10'-0303 304 1¼(See Notes) 1.3940 13.0440.63 + 0.71 0.037158 Flow (q) from Route 5 and 10 26.84 EE(2'-0), T(6'-0) 150 18'-0 9'-6 50'-2 1.898 9'-6 32'-2304 305 1¼(See Notes) 1.3940 18.0480.27 0.037850 Flow (q) from Route 6 27.11 4Tr(1'-0), E(8'-0), T(6'-0) 150 54'-0 9'-6 95'-9 2.143 9'-6 41'-9305 306 2 (See Notes) 2.0030 19.94625.88 0.022382 Flow (q) from Route 2 52.99 4E(11'-0), T(10'-0) 150 38'-0 9'-6 152'-8 5.561 9'-6 114'-8306 307 1¼(See Notes) 1.3940 22.090 0.03642326.55 15Tr(1'-0), 2E(8'-0), cplg(1'-0), T(6'-0) 150 54'-0 9'-6 95'-9 2.143 9'-6 41'-9307 308 2 (See Notes) 2.0030 27.65026.43 0.022382 Flow (q) from Route 7 52.99 4E(11'-0), T(10'-0) 150 20'-0 9'-6 64'-8½3.517 9'-6 44'-8½308 309 1¼(See Notes) 1.3940 29.794 0.05433232.96 6Tr(1'-0), E(8'-0), T(6'-0) 150 23'-0 5'-0 34'-3 1.951 0.767 9'-6 11'-3309 310 2 (See Notes) 2.0030 33.31020.03 0.022382 Flow (q) from Route 11 52.99 2E(11'-0), cplg(1'-0) 150 3'-6 1'-6 0.650 1.044 5'-0 1'-6310 311 2 (See Notes) 2.0670 36.028 0.02901752.99 f(-1.000) 120 © M.E.P.CAD, Inc.5/6/2022 Page 9AutoSPRINK 2020 v16.3.9.0 9:30:11AM#3 Date: 5/6/2022 Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #3 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 23'-0 -3'-0 93'-10½ 2.818 11.101 3'-6 70'-10½311 312 2 (See Notes) 2.0030 37.722 0.02238252.99 BFP(-3.000), cplg(1'-0), 2E(11' -0), WMV(-6.000) 150 11'-0 -3'-0 16'-6 0.479 -3'-0 5'-6312 313 2 (See Notes) 2.0670 51.641 0.02901752.99 GV(1'-0), T(10'-0) 120 44'-0 -3'-0 345'-6½0.012 -3'-0 301'-6½313 314 6 (See Notes) 6.3100 52.120 0.00003432.32 E(14'-0), T(30'-0) 150 70'-3½ -3'-0 204'-11 0.020 -3'-0 134'-7½314 315 6 (See Notes) 6.2800 52.13120.67 0.000097 Flow (q) from Route 12 52.99 2GV(6'-0), EE(11'-0½), T(47'-3 ½) 140 59'-4½ -3'-0 164'-10 0.004 -3'-0 105'-5½315 316 8 (See Notes) 8.3900 52.151 0.00002452.99 T(59'-4½) 140 81'-4 2'-0 118'-11½ -2.168 0.012 -3'-0 37'-7½316 3 6 (See Notes) 6.2800 52.155 0.00009752.99 2GV(6'-0), T(47'-3½), E(22'-1), S 140 3 0.00 Hose Allowance At Source 52.99 Route 1Total(Pt) 49.999 12'-0 9'-6 14'-1 -0.217 0.447 9'-0 2'-13002 318 1 • • • • • Route 2 • • • • •(See Notes) 1.1010 7.31213.25 0.031764 Sprinkler, 13.25 4.9 E(7'-0), T(5'-0) 150 16'-0 9'-6 39'-0 0.424 9'-6 23'-0318 319 1¼(See Notes) 1.3940 7.5420.57 0.010878 Flow (q) from Route 9 13.82 2Tr(1'-0), E(8'-0), C(6'-0) 150 9'-0 9'-6 19'-0 4.335 0.738 9'-6 10'-0319 320 1¼(See Notes) 1.3940 7.96613.67 0.038826 Flow (q) from Route 4 27.48 cplg(1'-0), EE(2'-0), C(6'-0) 150 9'-0 9'-6 19'-0 4.335 0.673 9'-6 10'-0320 321 1¼(See Notes) 1.3940 13.039 0.03540226.15 cplg(1'-0), EE(2'-0), T(6'-0) 150 © M.E.P.CAD, Inc.5/6/2022 Page 10AutoSPRINK 2020 v16.3.9.0 9:30:11AM#3 Date: 5/6/2022 Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #3 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 54'-8 1.899 9'-6 36'-8321 305 1¼(See Notes) 1.3940 18.047 0.03473225.88 4Tr(1'-0), E(8'-0), T(6'-0) 150 19.946 Total(Pt)Route 2 5'-0 9'-6 5'-6 -0.217 0.178 9'-0 0'-63003 322 1 • • • • • Route 3 • • • • •(See Notes) 1.1010 7.44313.37 0.032294 Sprinkler, 13.37 4.9 T(5'-0) 150 22'-0 9'-6 70'-10½0.696 9'-6 48'-10½322 302 1¼(See Notes) 1.3940 7.404 0.00981413.07 6Tr(1'-0), 2cplg(1'-0), E(8'-0), C(6'-0) 150 8.100 Total(Pt)Route 3 5'-0 9'-6 5'-6 -0.217 0.178 9'-0 0'-63004 323 1 • • • • • Route 4 • • • • •(See Notes) 1.1010 7.44413.37 0.032294 Sprinkler, 13.37 4.9 T(5'-0) 150 19'-0 9'-6 52'-8 0.562 9'-6 33'-8323 319 1¼(See Notes) 1.3940 7.4040.30 0.010663 Flow (q) from Route 8 13.67 4Tr(1'-0), cplg(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'-6½320 303 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 29'-0 9'-6 119'-6½0.001 9'-6 90'-6½321 304 1¼• • • • • Route 6 • • • • •(See Notes) 1.3940 18.04725.88 0.000007 Flow (q) from Route 2 0.27 13Tr(1'-0), 2E(8'-0) 150 18.048 Total(Pt)Route 6 40'-0 9'-6 153'-11 5.561 9'-6 113'-11306 307 1¼• • • • • Route 7 • • • • •(See Notes) 1.3940 22.09026.55 0.036128 Flow (q) from Route 1 26.43 15Tr(1'-0), 3cplg(1'-0), 2E(8'-0 ), T(6'-0) 150 27.650 Total(Pt)Route 7 2'-0 9'-6 10'-0 0.000 9'-6 8'-0322 323 1¼• • • • • Route 8 • • • • •(See Notes) 1.3940 7.40413.07 0.000009 Flow (q) from Route 3 0.30 cplg(1'-0), Tr(1'-0) 150 © M.E.P.CAD, Inc.5/6/2022 Page 11AutoSPRINK 2020 v16.3.9.0 9:30:11AM#3 Date: 5/6/2022 Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #3 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 7.404 Total(Pt)Route 8 1'-0 9'-6 4'-8 0.000 9'-6 3'-8301 318 1¼• • • • • Route 9 • • • • •(See Notes) 1.3940 7.54212.43 0.000030 Flow (q) from Route 1 0.57 Tr(1'-0) 150 7.542 Total(Pt)Route 9 36'-0 9'-6 104'-10 0.005 9'-6 68'-10320 303 1¼• • • • • Route 10 • • • • •(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 10 46'-0 9'-6 162'-8 3.517 9'-6 116'-8308 309 1¼• • • • • Route 11 • • • • •(See Notes) 1.3940 29.79432.96 0.021619 Flow (q) from Route 1 20.03 13Tr(1'-0), 3E(8'-0), 3cplg(1'-0 ), T(6'-0) 150 33.310 Total(Pt)Route 11 94'-0 -3'-0 789'-8½0.012 -3'-0 695'-8½313 314 6 • • • • • Route 12 • • • • •(See Notes) 6.3100 52.12032.32 0.000015 Flow (q) from Route 1 20.67 2GV(3'-0), 2T(30'-0), 2E(14'-0) 150 52.131 Total(Pt)Route 12 © M.E.P.CAD, Inc.5/6/2022 Page 12AutoSPRINK 2020 v16.3.9.0 9:30:11AM#3 Date: 5/6/2022 Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #3 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.5/6/2022 Page 13AutoSPRINK 2020 v16.3.9.0 9:30:11AM#3