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7677 - Tahoma Blvd Apts - Bldg 2 - 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 2 Unit 3B #2Remote 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) 50.442@53.00From Water Supply at Node 2:(Safety Margin = 5.551) 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/ALeft: 50.194 Right:Automatic peaking results Notes: 5/6/2022© M.E.P.CAD, Inc.Page 1AutoSPRINK 2020 v16.3.9.0 9:27:39AM#2 Christopher Cameron Smith 0087-0618-C Level 3 Fire Sprinklers Incorporated FIRESI*988RJ 05/23/2022 Hydraulic Graph Water Supply Node: 2 Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #2 Date: 5/6/2022 Summary Sheet N 1.85 © M.E.P.CAD, Inc.5/6/2022 Page 3AutoSPRINK 2020 v16.3.9.0 9:27:41AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (#2) Job Number: 7677 Sprinkler 2001 13.00 13.00 4.9 7.039 Sprinkler 2002 13.25 13.00 4.9 7.312 Sprinkler 2003 13.38 13.00 4.9 7.453 Sprinkler 2004 13.38 13.00 4.9 7.453 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.5/6/2022 Page 6AutoSPRINK 2020 v16.3.9.0 9:27:42AM Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #2 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 50.44253.001130.00 55.99356.000Water 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 53.0050.442Supply2 9'-0 13.007.039Sprinkler2001 9'-0 13.257.312Sprinkler2002 9'-0 13.387.453Sprinkler2003 9'-0 13.387.453Sprinkler2004 9'-6 7.542201 9'-6 8.101202 9'-6 13.046203 9'-6 13.297204 9'-6 18.303205 9'-6 20.130206 9'-6 22.274207 9'-6 26.868208 9'-6 29.755209 9'-6 32.946210 5'-0 36.213211 3'-6 37.907212 © M.E.P.CAD, Inc.5/6/2022 Page 7AutoSPRINK 2020 v16.3.9.0 9:27:44AM Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #2 Date: 5/6/2022 NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number -3'-0 52.083213 -3'-0 52.561214 -3'-0 52.574215 -3'-0 52.594216 -3'-0 52.598217 9'-6 7.542219 9'-6 7.965220 9'-6 13.038221 9'-6 13.295222 9'-6 18.302223 9'-6 7.414224 9'-6 7.414225 © M.E.P.CAD, Inc.5/6/2022 Page 8AutoSPRINK 2020 v16.3.9.0 9:27:44AM Date: 5/6/2022 Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #2 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'-5½2001 201 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'-4½0.559 9'-6 42'-4½201 202 1¼(See Notes) 1.3940 7.542 0.00896412.44 6Tr(1'-0), E(8'-0), T(6'-0) 150 8'-0 9'-6 18'-0 4.335 0.609 9'-6 10'-0202 203 1¼(See Notes) 1.3940 8.10113.08 0.033859 Flow (q) from Route 3 25.52 EE(2'-0), T(6'-0) 150 6'-0 9'-6 7'-0 0.252 9'-6 1'-0203 204 1¼(See Notes) 1.3940 13.0460.84 0.035943 Flow (q) from Route 7 26.36 T(6'-0) 150 8'-0 9'-6 18'-0 4.335 0.670 9'-6 10'-0204 205 1¼(See Notes) 1.3940 13.2970.51 0.037242 Flow (q) from Route 8 26.87 EE(2'-0), T(6'-0) 150 17'-0 9'-6 48'-2 1.827 9'-6 31'-2205 206 1¼(See Notes) 1.3940 18.3030.27 0.037935 Flow (q) from Route 5 27.14 3Tr(1'-0), E(8'-0), T(6'-0) 150 54'-0 9'-6 95'-9 2.145 9'-6 41'-9206 207 2 (See Notes) 2.0030 20.13025.86 0.022395 Flow (q) from Route 2 53.00 4E(11'-0), T(10'-0) 150 28'-0 9'-6 122'-8½4.594 9'-6 94'-8½207 208 1¼(See Notes) 1.3940 22.274 0.03743826.95 8Tr(1'-0), E(8'-0), 2T(6'-0) 150 78'-0 9'-6 128'-10½2.886 9'-6 50'-10½208 209 2 (See Notes) 2.0030 26.86826.05 0.022395 Flow (q) from Route 6 53.00 6E(11'-0), Tr(2'-0), T(10'-0) 150 19'-0 9'-6 54'-8½3.192 9'-6 35'-8½209 210 1¼(See Notes) 1.3940 29.755 0.05832634.25 5Tr(1'-0), E(8'-0), T(6'-0) 150 43'-0 5'-0 58'-9 1.951 1.316 9'-6 15'-9210 211 2 (See Notes) 2.0030 32.94618.76 0.022395 Flow (q) from Route 11 53.00 2T(10'-0), 2E(11'-0), cplg(1'-0) 150 © M.E.P.CAD, Inc.5/6/2022 Page 9AutoSPRINK 2020 v16.3.9.0 9:27:46AM#2 Date: 5/6/2022 Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #2 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'-6211 212 2 (See Notes) 2.0670 36.213 0.02903453.00 f(-1.000) 120 34'-0 -3'-0 105'-4 2.818 11.359 3'-6 71'-4212 213 2 (See Notes) 2.0030 37.907 0.02239553.00 BFP(-3.000), cplg(1'-0), 3E(11' -0), WMV(-6.000) 150 11'-0 -3'-0 16'-5½0.478 -3'-0 5'-5½213 214 2 (See Notes) 2.0670 52.083 0.02903453.00 GV(1'-0), T(10'-0) 120 80'-0 -3'-0 644'-8 0.013 -3'-0 564'-8214 215 6 (See Notes) 6.3100 52.561 0.00002024.55 2GV(3'-0), 2T(30'-0), E(14'-0) 150 70'-3½ -3'-0 204'-11 0.020 -3'-0 134'-7½215 216 6 (See Notes) 6.2800 52.57428.45 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'-5½216 217 8 (See Notes) 8.3900 52.594 0.00002453.00 T(59'-4½) 140 81'-4 2'-0 118'-11½ -2.168 0.012 -3'-0 37'-7½217 2 6 (See Notes) 6.2800 52.598 0.00009753.00 2GV(6'-0), T(47'-3½), E(22'-1), S 140 2 0.00 Hose Allowance At Source 53.00 Route 1Total(Pt) 50.442 12'-0 9'-6 14'-1 -0.217 0.447 9'-0 2'-12002 219 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 0.423 9'-6 23'-0219 220 1¼(See Notes) 1.3940 7.5420.56 0.010862 Flow (q) from Route 9 13.81 2Tr(1'-0), E(8'-0), T(6'-0) 150 9'-0 9'-6 19'-0 4.335 0.737 9'-6 10'-0220 221 1¼(See Notes) 1.3940 7.96513.67 0.038812 Flow (q) from Route 4 27.48 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 9:27:46AM#2 Date: 5/6/2022 Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #2 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 6'-0 9'-6 7'-0 0.257 9'-6 1'-0221 222 1¼(See Notes) 1.3940 13.038 0.03665326.64 T(6'-0) 150 9'-0 9'-6 19'-0 4.335 0.672 9'-6 10'-0222 223 1¼(See Notes) 1.3940 13.295 0.03536326.13 cplg(1'-0), EE(2'-0), T(6'-0) 150 17'-0 9'-6 52'-8 1.828 9'-6 35'-8223 206 1¼(See Notes) 1.3940 18.302 0.03469225.86 3Tr(1'-0), E(8'-0), T(6'-0) 150 20.130 Total(Pt)Route 2 5'-0 9'-6 5'-6 -0.217 0.178 9'-0 0'-62003 224 1 • • • • • Route 3 • • • • •(See Notes) 1.1010 7.45313.38 0.032332 Sprinkler, 13.38 4.9 T(5'-0) 150 21'-0 9'-6 69'-10½0.687 9'-6 48'-10½224 202 1¼(See Notes) 1.3940 7.414 0.00983013.08 6Tr(1'-0), cplg(1'-0), E(8'-0), T( 6'-0) 150 8.101 Total(Pt)Route 3 5'-0 9'-6 5'-6 -0.217 0.178 9'-0 0'-62004 225 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 0.551 9'-6 33'-8225 220 1¼(See Notes) 1.3940 7.4140.30 0.010671 Flow (q) from Route 10 13.67 3Tr(1'-0), cplg(1'-0), E(8'-0), T( 6'-0) 150 7.965 Total(Pt)Route 4 30'-0 9'-6 124'-6½0.001 9'-6 94'-6½223 205 1¼• • • • • Route 5 • • • • •(See Notes) 1.3940 18.30225.86 0.000007 Flow (q) from Route 2 0.27 13Tr(1'-0), 2E(8'-0), cplg(1'-0) 150 18.303 Total(Pt)Route 5 31'-0 9'-6 130'-7½4.594 9'-6 99'-7½207 208 1¼• • • • • Route 6 • • • • •(See Notes) 1.3940 22.27426.95 0.035172 Flow (q) from Route 1 26.05 11Tr(1'-0), E(8'-0), 2T(6'-0) 150 26.868 Total(Pt)Route 6 © M.E.P.CAD, Inc.5/6/2022 Page 11AutoSPRINK 2020 v16.3.9.0 9:27:46AM#2 Date: 5/6/2022 Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #2 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 30'-0 9'-6 122'-6½0.007 9'-6 92'-6½221 203 1¼• • • • • Route 7 • • • • •(See Notes) 1.3940 13.03826.64 0.000061 Flow (q) from Route 2 0.84 13Tr(1'-0), 2E(8'-0), cplg(1'-0) 150 13.046 Total(Pt)Route 7 35'-0 9'-6 101'-10 0.002 9'-6 66'-10222 204 1¼• • • • • Route 8 • • • • •(See Notes) 1.3940 13.295 0.000024 T(6'-0) 0.51 6Tr(1'-0), 2E(8'-0), cplg(1'-0), T (6'-0) 150 13.297 Total(Pt)Route 8 1'-0 9'-6 4'-8 0.000 9'-6 3'-8201 219 1¼• • • • • Route 9 • • • • •(See Notes) 1.3940 7.54212.44 0.000029 Flow (q) from Route 1 0.56 Tr(1'-0) 150 7.542 Total(Pt)Route 9 1'-0 9'-6 9'-0 0.000 9'-6 8'-0224 225 1¼• • • • • Route 10 • • • • •(See Notes) 1.3940 7.41413.08 0.000009 Flow (q) from Route 3 0.30 Tr(1'-0) 150 7.414 Total(Pt)Route 10 43'-0 9'-6 166'-8 3.192 9'-6 123'-8209 210 1¼• • • • • Route 11 • • • • •(See Notes) 1.3940 29.75534.25 0.019149 Flow (q) from Route 1 18.76 13Tr(1'-0), 3E(8'-0), T(6'-0) 150 32.946 Total(Pt)Route 11 58'-0 -3'-0 490'-7 0.013 -3'-0 432'-7214 215 6 • • • • • Route 12 • • • • •(See Notes) 6.3100 52.56124.55 0.000027 Flow (q) from Route 1 28.45 2E(14'-0), T(30'-0) 150 52.574 Total(Pt)Route 12 © M.E.P.CAD, Inc.5/6/2022 Page 12AutoSPRINK 2020 v16.3.9.0 9:27:46AM#2 Date: 5/6/2022 Job Name: TAHOMA BLVD APARTMENTS Remote Area Number: #2 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 9:27:46AM#2