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Report crlp 2__ovc› A) /66r- X tA, it it', DEC J.At‘iot t ktiNo-c$,' • , • • • • I s • WYA FIRE PROTECTION, INC. 9095 S.W. Burnham Tigard, OR 97223 LANDMARK FORD REPAIR STATION 12000 SW 66TH AVENUE PORTLAND, OREGON Noo PRo ct& aoNA, D. FIRE PROTECTION EXPIRES: 12-31-14 HYDRAULIC CALCULATIONS Y i2-4- -t TUALATIN VALLEY WATER DISTRICT Test r4: 111 FIRE HYDRANT FLOW TEST REPORT Hydrant ID ;I: Location: 66TH AVE & FRANKLIN ST( FORD STORE! [late: 11/1020 7 Test made by: HERB & PAUL& CODY Witness: Time: 1 1:05 Project name: Discharge coefficient: .54816 Inside dia. of outlet= 4.5 inches Pitot reading p — 30 _— psi Pito'`_ 2-_ �_L.. ps Observed flow rate = 1813.0 gprn Flow method: HOSE MONSTER Static pressure: - 72 psi Residual pressure: 49 psi _ ;7_-- Flow at 20psi residual pressure (calculated): 2816 gpm YI�Oli1�i 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: 120997-2C Pitot gage: 9864E-1 Hydrant information: Hyorent ID Year Mahe PJn(:15: Flow hydrant: 2S1W01A15FH50 1983 MUELLER see map for'ocation Read hydrant: 2S1W01A53FH50 1998 CLOW see map for location Remarks: 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 callibratioit information available upon request. r G. .--- 1 \____: _ „11 `1 i 73 �1 t. AVE, —1 a< (!1 ... \:::i)A u° y ci "ni ?!F l2-t . .c'-----12"11F " +8(V r- It FIFV -? > z 68th PKWY. cve..S4 WO cv _- --- -- -- -- - --�-- itomtlz__-- - aa- R". »>_._ --__-__:._-_:,-•_':_- 't f f t d I 1 t I . ✓- f _- 1 6- a AVE. ftb ' A 477 .,�V 12.D1 ell*Z�Bf V i'I • 41 ....... ...__...... ________. • • 65th 64 h AVE. SS 4 AC -1-G.V_ -- frt J Jr-, 63rd `..-)/ AVC . HYDRAULIC CALCULATIONS for Job Information Project Name:Landmark Ford Contract No.:C14 43 City: Portland, OR 97223 Project Location: 12000 SW 66th Ave Date:11/25/2014 Contractor Information Name of Contractor. Wyatt Fire Protection Address: 9095 SW Bumham St City: Tigard, OR 97223 Phone Number: 503-684-2928 E-mail:a.payne©wyattfire.com Name of Designer: Ashley Payne Authority Having Jurisdiction: City of Tigard Design Remote Area Name DesignArea 1 Remote Area Location Occupancy Classification Commercial Extra2 Density(gprn/ft2) 0.4 Area of Application(ft2) 1000 Coverage per Sprinkler(ft') 100 Number of Calculated Sprinklers 10 in-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 500 Total Water Required(incl.Hose Streams)(gpm) 885.6 Required Pressure at Source(psi) 62.3 Type of System Wet Volume-Entire System (gal) 873.2 gal Water Supply Information Date 11/17/2014 Location Source Tualatin Valley Water Notes File:C:1Users\Ashley\Documents\ProjectslLandmark Ford BoothlLandmark Ford.tyc3 Date 11/25/2014 Copyright 02002-2012 Tyco Fire Protection Products Page 1 Job Landmark Ford Diagran7 for Design Ar Node ea . DeSign,�.ea Pipe a Labels:: O ode Reference 32 28 At :, ♦.;.:;+ 19 a 21 r pate 11/25/2014 File:C:lUse��sh1ey1D ocumentslp Copyright:2002-2012 mark Ford 800U L and Tyco Fire Protection Produ ►nark Ford.tYc3 its Page 2 Job:Landmark Ford Hydraulic Analysis for : DesignArea_1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (Ib•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : srcl Flow(gpm) Pressure(psi) 0 72 2816 49 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 500 Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) 500 Sprinklers Ovehead Sprinkler Flow(gpm) 385.6 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinlder Flow(gpm) 0 Total Sprinkler Flow(gpm) 385.6 Other Required Margin of Safety(psi) 0 Base of Riser -Pressure(psi) 62.3 Base of Riser -Flow(9l ) 385.6 Demand w/o System Pump(s) N/A File:C:1UserslAshley\Documents\Projects\Landmark Ford Booth\Landmark Ford.tyc3 Date 11/25/2014 Copyright 02002-2012 Tyco Fire Protection Products Page 3 ' . ' � . . . Juu:Landmark For Hydraulic Analysis for : Desigl -M" Supply ~M- System Demand -* Add. OutHoseII | ' 8- slL ----- ,-----------�---------- '-------- ----------- � i ' / - -- ----' '------�--�--r---------------'.-----------------------'---' - 70 D3 � ^��__ -' 60 '/ �---_' / - -'_•____----____'_--'__-- . __--___- ___ � �'������ �����`�����������'�������� � ! / 04= 50sa. � . - .� _-- _� .___-_' ____--_`__�--_-_ __-_��� '_--__-_. - - ---'-_ __ -_-- _-__'__-_-_-_ ---_-_ _ ___' ---- - ----,--- -----,---- ---- --- -------------'-1- --'--- -------'-- 40- . -_[-_-.-__ _ -_--_____. - _ _--'_-___.--__-__ -_--7--___-_----__-__.__ CD |------ ----�------ -------� [------� ' ---- 30- . - . / -- '--. ---�'--.' �------- ---------r---------'---------'�--------- -'------ -------------------- --' ------- ------------------'------ � . . ���� . 1i 0 1000 1500 2000 2500 3001 Flow, gpm - � � Fi|e:CAVnnrsVwoh|ey\oocumnnts1Pohecmv1Lamumm,urommoomlpndmmrkFord.tyn3 Date 11/202014 Copyright 0uuo2-2m10Tyco Fire Protection Products Page 4 Job: Landmark Ford Hydraulic Analysis for : DesignArea_1 Graph Labels • Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 72 S2 Supply point#2-Residual 2816 49 D1 Elevation Pressure 0 9.3 D2 System Demand 385.6 62.3 • D3 System Demand+Add.Out.Hose 885.6 62.3 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 71.3 419.8 7 885.6 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi'h) (gpm/ft2) Wm) (Psi) (9Pm/ft2) (gpm) (Psi) hi Overhead 100 8 0.4 22 25 0.406 40.6 25.8 Sprinkler h2 Overhead 100 8 0.4 22 25 0.4 40 25 Sprinkler h3 Overhead 100 8 0.4 22 25 0.405 40.5 25.6 Sprinkler h4 Overhead 100 8 0.4 22 25 0.4 40 25 Sprinkler h5 Overhead 100 8 0.4 22 25 0.42 42 27.6 Sprinkler h6 Overhead 100 8 0.4 22 25 0.403 40.3 25.3 Sprinkler h7 Overhead 100 8 0.4 22 25 0.405 40.5 25.6 Sprinkler h8 Overhead 100 8 0.4 22 25 0.434 43.4 29.5 Sprinkler h9 Overhead 100 5.6 0.194 15 12 0.292 29.2 27.3 Sprinkler h10 Overhead 100 5.6 0.194 15 12 0.291 29.1 26.9 Sprinkler File:C:lUserslAshleylOocuments\ProjectslLandmark Ford Booth\Landmark Ford.tyc3 Date 11/25/2014 Copyright®2002-2012 Tyco Fire Protection Products Page 5 Job:Landmark Ford Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Elev Hgroup Tot. Pres. Discharge K-Fact. Req. Discharge Req. Pres. ft psi gpm gpm/psiY2 gpm psi • n7 334.5 NODE 28.8 n11 334.5 NODE 33.6 n10 334.5 NODE 32.3 n1 334.5 NODE 26.8 n5 334.5 NODE 27.4 n2 334.5 NODE 29 n4 334.5 NODE 26.6 n8 334.5 NODE 27.1 n6 334.5 NODE 29.6 n3 334.5 NODE 29.7 n9 334.5 NODE 31.6 n12 334.5 NODE 27.7 -n13 334.5 NODE 26.6 h1 333.75 HEAD 25.8 40.6 8 22 25 h2 333.75 HEAD 25 40 8 22 25 h3 333.75 HEAD 25.6 40.5 8 22 25 n14 334.5 NODE 26 n15 334.5 NODE 28.7 h4 333.75 HEAD 25 40 8 22 25 h5 333.75 HEAD 27.6 42 8 22 25 h6 333.75 HEAD 25.3 40.3 8 22 25 h7 333.75 HEAD 25.6 40.5 8 22 25 h8 333.75 HEAD 29.5 43.4 8 22 25 n16 334.5 NODE 35.2 n17 327 NODE 40.5 n18 327 NODE 41.8 n19 337 NODE 39.9 n20 337 NODE 41.9 n21 337 NODE 44.8 n22 337 NODE 47.5 n23 337 NODE 49.8 n24 337 NODE 49.9 n28 323 NODE 56.1 n29 319 NODE 57.9 n30 319 NODE 58.2 n31 319 NODE 60.3 n32 319 NODE 60.6 • srcl 315 SUPPLY 62.3 -385.6 n47 334.5 NODE 31.9 n48 334.5 NODE 31.4 n49 334.5 NODE 31.2 n50 338.5 NODE 28.1 n51 338.5 NODE 27.9 n52 338.5 NODE 27.3 File:C:IUserslAshley1Documents\Projects Landmark Ford Booth\Landmark Ford.tyc3 Date 11/25/2014 Copyright CO 2002-2012 Tyco Fire Protection Products Page 6 Job:Landmark Ford Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Elev Hgroup Tot. Pres. Discharge K-Fact. Req. Discharge Req. Pres. ft psi gpm gpm/psi'h gpm psi • n53 338.5 NODE 27.1 h9 335.5 HEAD 27.3 29.2 5.6 15 12 h10 336.5 HEAD 26.9 29.1 5.6 15 12 File:C:1UserslAshley\Documents\ProjectslLandmark Ford Booth\Landmark Ford.tyc3 Date 11/25/2014 Copyright®2002-2012 Tyco Fire Protection Products Page 7 Job name:Landmark Ford Sheet number: PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added(q)* Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (it) (gPm/Psi'h) (gPm) (in) (ft) (ft) (psi) (Psi) h2 333.75 8 40 1 lx(us.Tee-Br)=5 0.75 120 25 n5 334.5 40 1.049 5 0.4681 -0.3 5.75 2.7 n5 334.5 40.6 1.5 1x(us.90)=4 3.5 120 27.4 n2 334.5 80.6 1.61 4 0.2129 0 7,5 1.6 n2 334.5 0 2 9.5 120 29 n6 334.5 80.6 2.067 0 0.063 0 9.5 0.6 n6 334.5 80.5 2 11 120 29.6 n9 334.5 161.1 2.157 0 0.1846 0 11 2 n9 334.5 122.7 2.5 10 120 31.6 n11 334.5 283.9 2.635 0 0.1988 0 10 2 n11 334.5 101.7 3 lx(us.90)=9.41 3.58 120 33.6 n16 334.5 385.6 3.26 9.41 0.1243 0 12.99 1.6 n16 334.5 0 31x(us.90)=9.41 7.5 120 35.2 n17 327 385.6 3.26 9.41 0.1243 3.2 16.91 2.1 n17 327 0 3 lx(us.90)=9.41 0.75 120 40.5 n18 327 385.6 3.26 9.41 0.1243 0 10.16 1.3 n18 327 0 3 lx(us.90)=9.41 10 120 41.8 • n19 337 385.6 3.26 9.41 0.1243 -4.3 19.41 2.4 n19 337 0 3 lx(us.90)=9.41 6.67 120 39.9 n20 337 385.6 3.26 9.41 0.1243 0 16.08 2 n20 337 0 4 lx(us.Tee-Br)=26.33 59,5 120 41.9 n21 337 385.6 4.26 26.33 0.0338 0 85.83 2.9 n21 337 0 4 lx(us.Tee-Br)=26.33 54 120 44.8 n22 337 385.6 4.26 26.33 0.0338 0 80.33 2.7 n22 337 0 4 lx(us.Tee-Br)=26.33 42.3 120 47.5 n23 337 385.6 4.26 26.33 0.0338 0 68.63 2.3 n23 337 0 6 lx(us.90)=17.6 0.75 120 49.8 n24 337 385.6 6.357 17.6 0.0048 0 18.35 0.1 n24 337 0 6 lx(coupling)=1.26 14 120 49.9 n28 323 385.6 6.357 1.26 0.0048 6.1 15.26 0.1 n28 323 0 6 1x(us.90)=24.19 4 140 56.1 n29 '319 385.6 6.4 24.19 0.0035 1.7 28.19 0.1, n29 319 0 6 1x(coupling)=1.73 102 140 57.9 n30 319 385.6 6.4 1.73 0.0035 0 103.73 0.4 n30 319 0 6 4 0 58.2 Ames3000SS n31 319 385.6 0 0 0.5107 0 4 2 @2006 National Fire Protection Association Page 8 Job name:Landmark Ford Sheet number: PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added(q)* Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psi' ) (gpm) (In) (ft) (ft) (psi) (psi) n31 319 0 6 1x(us.Tee-Br)=51.84 26 140 60.3 n32 319 385.6 6.4 51.84 0.0035 0 77.84 0.3 n32 319 0 12 74.86 140 60.6 ' srcl 315 385.6 12.64 0 0.0001 1.7 74.86 0 h4 333.75 8 40 1 lx(us.90)=2 0.75 120 25 n14 334.5 40 1.049 2 0.4689 -0.3 2.75 1.3 n14 334.5 0 1.25 lx(us.Tee-Br)=6 3 120 26 n8 334.5 40 1.38 6 0.1233 0 9 1.1 n8 334.5 40.5 1.5 ix(us.Tee-Br)=8 3.5 120 27.1 n6 334.5 80.5 1.61 8 0.2122 0 11.5 2.4 h6 333.75 8 40.3 1 lx(us.Tee-Br)=5 0.75 120 25.3 n12 334.5 40.3 1.049 5 0.4736 -0.3 5.75 2.7 n12 334.5 40.5 1.5 lx(us.90)=4 1 120 27.7 n7 334.5 80.7 1.61 4 0.2133 0 5 1.1 n7 334.5 0 1.5 4.5 120 28.8 n3 334.5 80.7 1.61 0 0.2133 0 4.5 1 n3 334.5 42 2 lx(us.Tee-Br)=10 3.5 120 29.7 • n9 334.5 122.7 2.067 10 0.1373 0 13.5 1.9 h3 333.75 8 40.5 1 1x(us.90)=2 0.75 120 25.6 n4 334.5 40.5 1.049 2 0.4779 -0.3 2.75 1.3 n4 334.5 0 1.25 4.5 120 26.6 n8 334.5 40.5 1.38 0 0.1257 0 4.5 0.6 117 333.75 8 40.5 1 1x(us.90)=2 0.75 120 25.6 n13 334.5 40.5 1.049 2 0.4783 -0.3 2.75 1.3 n13 334.5 0 1.25 9 120 26.6 n12 334.5 40.5 1.38 0 0.1258 0 9 1.1 h1 333.75 8 40.6 11x(us.90)=2 0.75 120 25.8 n1 334.5 40.6 1.049 2 0.4819 -0.3 2.75 1.3 nl 334.5 0 1.25 4.5 120 26.8 n5 334.5 40.6 1.38 0 0.1267 0 4.5 0.6 h5 333.75 8 42 1 lx(us.90)=2 0.75 120 27.6 n15 334.5 42 1.049 2 0.5126 -0.3 2.75 1.4 n15 334.5 0 1.25 lx(us.Tee-Br)=6 2 120 28.7 n3 334.5 42 1.38 6 0.1348 0 8 1.1 hB 333.75 8 43.4 1 lx(us.Tee-Br)=5 0.75 120 29.5 n10 334.5 43.4 1.049' 5 0.545 -0.3 5.75 3.1 ®2006 National Fire Protection Association Page 9 Job name:Landmark Ford Sheet number: PIPE INFORMATION - Node 1 Elev 1 K-Factor 1 Flow added(q)* Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (9Pm/PslVz) (gpm) (In) (ft) (ft) (psi) (psi) n10 334.5 58.3 21x(us.Tee-Br)=10 3.5 120 32.3 nil 334.5 101.7 2.067 10 0.097 0 13.5 1.3 h10 336.5 5.6 29.1 1 1x(us.90)=2 2 120 26.9 n53 338.5 29.1 1.049 2 0.2592 -0.9 4 1. n53 338.5 0 1 lx(us.90)=2 1.17 120 27.1 n51 338.5 29.1 1.049 2 0.2592 0 3.17 0.8 n51 338.5 0 1 1x(us.90)=2 4 120 27.9 n49 334.5 29.1 1.049 2 0.2592 1.7 6 1.6 n49 334.5 0 1.25 lx(us.Tee-Br)=6 4.46 120 31.2 n47 334.5 29.1 1.38 6 0.0682 0 10.46 0.7 n47 334.5 29.2 1.5 2.83 120 31.9 n10 334.5 58.3 1.61 0 0.1168 0 2.83 0.3 h9 335.5 5.6 29.2 1 lx(us.90)=2 3 120 27.3 n52 338.5 29.2 1.049 2 0.2621 -1.3 5 1.3 n52 338.5 0 1 lx(us.90)=2 1.17 120 27.3 n50 338.5 29.2 1.049 2 0.2621 0 3.17 0.8 n50 338.5 0 1 lx(us.90)=2 4 120 28.1 _ n48 334.5 29.2 1.049 2 0.2621 1.7 6 1.6 n48 334.5 0 1.251x(us.Tee-fir)=6 1.54 120 31.4 n47 334.5 29.2 1.38 6 0.0689 0 7.54 0.5 * Discharge shown for flowing nodes only 02006 National Fire Protection Association Page 10