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Specifications (11)
9‘00 (IV obew acS90 OFFICE COPY M - DO/36 RECEIVEDill O Western States NOV 152021 CITY OF TIGARD Fire Protection Co. BUILDING DIVISION Ptect4t 46ue4 a ad Awe* POWERED BY API Group 17500 SW 65th Avenue Lake Oswego, OR 97035 Phone (503) 657-5155 Fax (503) 657-5182 Fire Protection Calculations Project Name 9755 SW Oak Street Suite 500 Tigard, OR 97223 WSFP Project #LG5929 Prepared by: p PRO Alexander Funk .`((-— FFiSS, Designer /�� G I N F(c� 1O Western States Fire Protection Co. 1 80861 PE 17500 SW 65th Avenue Digitally signed by Brandon Koonz Lake Oswego, OR 97035 OREGON 9 N � Phone: (503) 305-3018 �• 12 ,�� Email: Alexander.Funk@wsfp.us ti60N C , �� Web: v.ww wsfp cc>rri EXPIRES: 6/30/2023 November 10, 2021 Water Data TUALATIN VALLEY WATER DISTRICT Test #: 1488 FIRE HYDRANT FLOW TEST REPORT Hydrant ID #: FH205 Location: SW Oak St& 95th Ave Date: 11/1/2021 Test made by: CK/JP Witness: Time: 1:20 PM Project name: Discharge coefficient: .54816 Inside dia. of outlet = 4.5 inches Pitot reading = 42 psi Pitot 2 = 0 psi Observed flow rate = 2145.2 gpm Flow method: HOSE MONSTER Static pressure: 100 psi Residual pressure: 96 psi Flow at 20psi residual pressure (calculated): 10815 gpm NA 11/02/2021 Location map: To be attached to test report and to show which hydrants were used to monitor residual pressure and flow. Gage information: Static and residual pressure gage: Dial Pitot gage: Dial Hydrant information: Hydrant ID Year Make Notes Flow hydrant: FH205 1976 WATEROUS see map for location Read hydrant: FH2O1 1981 WATEROUS see map for location Remarks: No digital data available MODEL RESULTS: Read Hydrant 20 PSI Residual, 13328 GPM ASSUMPTIONS: Minimum Day Afternoon Hour The mapping, flow or pressure information contained herein reflects conditions on the date and time of the test. Tualatin Valley Water District makes no representation as to the system's ability to meet specific fire flow requirements. Future system capability may differ from the flows reported herein because of subsequent modifications to the district's system and/or because flow and pressure may vary by time of day and season. Test gage callibration information available upon request. APPROVED RS TEST DATE 11/1/2021 TEST TIME 1 :20 PM 10300 SW CK / JP GREENBURG RD PREFORMED BY N 1500SW NBURG RD STATIC 100 psi RESIDUAL 96 psi ~~ '--.- PITOT 42 12"DI t - _ ' i2"D! �� 12"Di "DI 4-1/2" SW OAK ST HOSE MO\i SIZE i4 13 ic)' N-. „ FLOW HYD. YR 1976 \ 1 READ HYD. YR 1981 q OAK ST FLOVV 9420 SW OAKST 9400 OAK S'T READ , vt = 95TH SW AVE VE 95TH o� 9600 SW 1 il 3 OAK ST 95TH VE �`—�---I- _ 95TH AVE 4 N 10620 SW MANUALLY RECORD STATIC, RESIDUAL, i / 95TH AVE AND PITOT WHEN STABLE EMAIL TO ZACH.LEMBERG@TVWD.ORG Hydraulic Calculations Hydraulic Calculations for Project Name: Life Stance Health TI Location: 9755 SW Oak Street Suite 500, Tigard, OR 97223, Drawing Name: LG5929- Life Stance Health TI -Floor Layout.cad Calculation Date: 11/10/2021 Design Remote Area Number: Occupancy Classification: Light Hazard Density 0.100gpm/ft2 Area of Application: 1500.00ft2(Actual 953.10ft2) Coverage per Sprinkler: 225.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 9 No.of nozzles calculated: 0 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 100.00 at Node: 10 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 10: 258.27 @ 78.163 (Safety Margin=21.757 psi) Type of System: Wet Volume of Dry or PreAction System: N/A Water Supply Information: for Node: 10 Date: 11/12/2008 Location: Source: Tualatin Valley Water Name of Contractor: Western States Fire Protection Address: 17500 SW 65th Avenue, Lake Oswego, OR 97035 Phone Number: 503-305-3018 Name of designer: Alexander Funk Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right:78.163 M.E.P.CAD, Inc. tAutoSPRINK 2019 v15.1.23.0 11/10/2021 1:06:15PM Page 1 Hydraulic Graph Job Name: Life Stance Health TI N 1.85 Remote Area Number: Date: 11/10/2021 150 Water Supply Summary Sheet 135 J Node: 10 120 105 Available Supply =Static Pressure 100.000 =11258.27§99.920. 2145.20 rg 96.000 90 = — a -158.27 78.163 E 75 AIP258.27 with Hose Allowance at Source V1 a` 60 -System demand curve 45 - 30 15 0 II IIIIIIUI UIIII I I1 1 1 ! till I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0450 900 1350 1800 2250 2700 3150 3600 4050 4500 Flow-gpm &©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.23.0 11/10/2021 1:06:17PM Page 2 Hydraulic Graph Job Name: Life Stance Health TI N 1.85 Remote Area Number: Date: 11/10/2021 150 BOR Summary Sheet 135 120 105 Available Supply Static Pressure 100.000 J'258.27 99.920. Z145.20 t 96.000 90 N n 75 60 45 158.27 43.350 258.27 with Hose Allowance at Source 30 System demand curve 15 0 I l l l l l l l l I I I l l I I I I 1 1 1 1 1 1 1 1 1 l l l l l l l l l 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0450 900 1350 1800 2250 2700 3150 3600 4050 4500 Flow-gpm �y©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.23.0 11/10/2021 1:06:17PM Page 3 .., tarp ,c a 4*,2.a ,..!, :!,,Devices Job Number:LG5929 Report Description:Light Hazard Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) c Sprinkler 101 14.82 6.00 5.6 7.000 Sprinkler 102 14.84 6.60 5.6 7.018 Sprinkler 103 15.08 5.10 5.6 7.250 Sprinkler 104 17.99 17.50 5.6 10.315 Sprinkler 105 15.63 12.40 5.6 7.790 Sprinkler 106 17.80 7.00 5.6 10.101 Sprinkler 107 19.77 12.40 5.6 12.458 Sprinkler 108 20.61 11.80 5.6 13.540 Sprinkler 109 21.75 11.79 5.6 15.088 c Most Demanding Sprinkler Data ( ,©M.E.P.CAD,Inc. di AutoSPRINK 2019 v15.1.23.0 11/10/2021 1:06:19PM Page 4 Job Name: Life Stance Health TI Remote Area Number: Date: 11/10/2021 Supply Analysis Static Residual Flow Available @ Total Demand Required Pressure Node Name (psi) (psi) e° (gpm) (psi) (gpm) (psi) 10 Water Supply 100.000 96.000 2145.20 99.920 258.27 78.163 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gPm) 10 -53'-6'A Supply 78.163 158.27 101 8'-3 Sprinkler 7.000 14.82 102 8'-3 Sprinkler 7.018 14.84 103 8'-3 Sprinkler 7.250 15.08 104 8'-3 Sprinkler 10.315 17.99 105 8'-3 Sprinkler 7.790 15.63 106 8'-3 Sprinkler 10.101 17.80 107 8'-3 Sprinkler 12.458 19.77 108 8'-3 Sprinkler 13.540 20.61 109 8'-3 Sprinkler 15.088 21.75 1 9'-3 8.285 2 9'-3 8.510 3 9'-3 8.823 4 9'-3 9.498 5 9'-3 12.394 6 8'-9 23.787 7 8'-9 24.017 8 4'-8 Gauge 43.350 9 -48'-10% 68.540 l�,©M.E.P.CAD, Inc. in AutoSPRINK 2019 v15.1.23. 11/10/2021 1:06:22PM Pape 5 Job Name: Life Stance Health TI Remote Area Number: Date: 11/10/2021 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 11 9'-3 8.307 12 9'-3 15.335 13 8'-9 23.750 14 9'-3 9.254 15 9'-3 18.607 16 9'-3 20.932 ,©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.23. 11/10/2021 1:06:22PM Page 6 Job Name: Life Stance Health TI Remote Area Number: Date: 11/10/2021 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (9) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 Actual ID Length Total (Foot) (Q) (Foot) (Foot) (p51) Friction(Pf) directly to(Pf)and shown as a ge'.ri..o..-='ue 101 8'-3 5.6 14.82 1 (See 0'-0 120 7.000 Route 1 Notes) Sprinkler, 23'-0 -0.434 0.074703 1 9'-3 14.82 1.0490 23'0 1.718 E(2'0)'fd(21'-0) 1 9'-3 1'/, (See 5'-5'/< 120 _ 8.285 Notes) 6'-0 0.019647 T(6'-0) 2 9'-3 14.82 1.3800 11'-5% 0.226 2 9'-3 14.84 1'/. 4'-4% 120 8.510 Flow(q)from Route 2 3 9'-3 29.65 1.3800 4'4'/, 0.070915 0.312 3 9'-3 15.08 1'/. 4'-5% 120 8.823 Flow(q)from Route 3 4 9'-3 44.73 1.3800 0.151723 4'-S% 0.675 4 9'-3 15.63 1'/, 10'-11'% 120 9.498 Flow(q)from Route 5 5 9'3 60.36 1.3800 0.264138 10'-11'/% 2.896 5 9'-3 17.80 1% (See 11'2'/< 120 12.394 Notes) Flow(q)from Route 6 15'-0 0.217 0.426035 E(3'-0),PO(6'0),mecT(6'0) 6 8'-9 78.16 1.3800 26'-2% 11.176 '/z 6'% 120 23.787 6 8'-9 37.75 2 Flow(q)from Route 4 7 8'-9 115.91 2.6350 3 0.037851 6'-/< 0.230 7 8'-9 42.36 2'/2 (See 193'-5 120 24.017 Flow(q)from Route 8 Notes) 67'-4'/, 1.768 8 4'-8 158.27 2.6350 0.067349 7fE(5'-10'%),2f(-0.000),BV(9'- 260'-9% 17.566 7%),mecT(16'-5%),BOR 8 4'-8 4 (See 176'-9% 120 43.350 Notes) 126'-41/4 23.221 9 -48'-10'/. 158.27 4.2600 0.006491 fT(21-%), 10fE(8'-11%),BV(15' 303'-2'< 1.968 -9'/%) 9 -48'-10% 6 (See 111-3'/z 140 68.540 Notes) 148'-1'/z 2.023 10 -53'-6% 158.27 6.2800 259'5 0.000737 7.600 3LtE(14'-2%),EE(11'-'/2), BFP( -7.409),T(47'-3%),C(47'-3%), S 100.00 78.163 Hose Allowance At Source 10 258.27 Total(Pt) Route 1 &U M.E.P.CAD,Inc. 4 AutoSPRINK 2019 v15.1.23.0 11/10/2021 1:06:25PM Page 7 Jcb Name: Life Stance Health TI Remote Area Number: Date: 11/10/2021 Pipe Information Elev 1 Flow added Fittings& Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this gstep Nominal ID Devices (Foot) Fitting/Device(Equivalent Length FittingPf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable,are added Node 2 (Foot) (Q) Actual ID Length Total (psi) (Foot) (Foot) Friction(Pf) directly to(Pf)and shown as a..eDar:"o"a'u4 102 8'-3 5.6 14.84 1 (See 0'-0 120 7.018 Route 2 •Notes) Sprinkler, 23'-0 -0.434 11 9'-3 14.84 1.0490 23'0 0.074884 1.722 E(2'-0),fd(21'-0) 11 9'-3 1 Y, (See 4'-33/4 120 8.307 Notes) 6'-0 2 9'-3 14.84 1.3800 0.019695 T(6'-0) 10'-3% 0.203 8.510 Total(Pt) Route 2 Route 3'-0 120 7.250 103 8'-3 5.6 15.08 1 (See 0 Sprinkler, Notes) 26'-0 -0.434 0.077166 T(5'-0),fd(21'-0) 3 9'3 15.08 1.0490 26'-0 2.006 8.823 Total(Pt) Route 3 28'-0 120 10.315 Route 4 104 8'-3 5.6 17.99 1 (See Sprinkler, Notes) 23'-0 -0.434 0.106929 E(2'0),fd(21'0) 12 9'-3 17.99 1.0490 51'-0 5.453 12 9'-3 19.77 1 (See 12'-5'% 120 15.335 Notes) Flow(q)from Route 7 7'-0 0.217 0.421511 E(2'0),PO(5'-0) 13 8'-9 37.75 1.0490 19'-5% 8.198 13 8'-9 2% 7'-11'% 120 23.750 6 8'-9 37.75 2.6350 0.004751 7'-11'/, 0.038 23.787 Total(Pt) Route 4 105 8'-3 5.6 15.63 1 (See 0'-0 120 7.790 Route 5 Notes) Sprinkler, 23'-0 -0.434 14 9'-3 15.63 1.0490 23'-0 0.082473 1.897 E(2'-0),fd(21'-0) 14 9'-3 1'/< (See 5'-3% 120 9.254 Notes) 6'-0 4 9'-3 15.63 1.3800 0.021691 T(6'-0) 11'-3% 0.244 9.498 Total(Pt) Route 5 Route 60 120 10.101 106 8'-3 5.6 17.80 1 (See 0'- Sprinkler, Notes) 26,-0 -0.434 0.104873 T(5'-0),fd(21'-0) 5 9'3 17.80 1.0490 26'-0 2.727 12.394 Total(Pt) Route 6 gy©M.E.P.CAD,Inc. 4n AutoSPRINK 2019 v15.1.23.0 11/10/2021 1:06:25PM Page 8 Job Name: Life Stance Health TI Remote Area Number: Date: 11/10/2021 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (c0 Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Equrv• (Foot) Loss Per Unit when applicable,are added Node 2 Actual ID Length Total(Foot) (Q) (Foot) (Foot) (Psi) Friction(Pf) directly to(Pf)and shown as re jari"e value 107 8'-3 5.6 19.77 1 (See 0'-0 120 12.458 Route 7 Notes) Sprinkler, 26'-0 -0.434 0.127327 T(5'-0),fd(21'-0) 12 9'3 19.77 1.0490 26'-0 3.311 15.335 Total(Pt) Route 7 108 8'-3 5.6 20.61 1 (See 14'-0 120 13.540 Route 8 Notes) Sprinkler, 26'-0 -0.434 0.137518 T(5'-0),fd(21'-0) 15 9'-3 20.61 1.0490 40'-0 5.501 15 9'-3 21.75 11/4 (See 13' 11'/: 120 18.607 Flow(q)from Route 9 Notes) 3'-0 16 9'-3 42.36 1.3800 0.137175 - E(3'-0) 16'-11'% 2.325 16 9'3 1 (See 0'-6 120 20.932 Notes) 5'-0 0.217 7 8'-9 42.36 1.0490 0.521566 P0(5'-0) 5'-6 2.869 24.017 Total(Pt) Route 8 0'-0 120 15.088 Route 9 109 8'-3 5.6 21.75 1 (See Sprinkler, Notes) 26'-0 -0.434 0.152006 T(5' 0),fd(21'-0) 15 9'-3 21.75 1.0490 26'-0 3.952 18.607 Total(Pt) Route 9 ©M.E.P.CAD,Inc. di AutoSPRINK 2019 v15.1.23.0 11/10/2021 1:06:25PM Page 9 Job Name: Life Stance Health TI Remote Area Number: Date: 11/10/2021 I. ciuivalent Pipe Lengths of Valves and Fittings(C=120 only) ` C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 =Factor Schedule 40 Steel Pipe Inside Diameter ) Multiplying Factor 0.713 1.16 1.33 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 Eel 11'/<°Elbow Ee2 221/2°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 &M,©M.E.P.CAD,Inc. ,in AutoSPRINK 2019 v15.1.23.0 11/10/2021 1:06:25PM Page 10