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Specifications (29) a:U - 1 CALCULATION SUMMARY Project Name:DURHAM EDUCATION CENTER Project Location: 8040 SW DURHAM RD Drawing No.: City: TIGARD, OR 97224 Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure © Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ft2) (gpm) (psi) (gpm/ft2) (psi) (gpm) # (gpm) (psi) 3 Demand (HW) LIGHT HAZ 1800 284.8 Required 0.1 16.1 22.5 1 8 100 26.9 74.8 I I File:C:\Users\Admin\Desktop\Jobs\Durham Educ.Center\Calc's\Hydraulic\CALC.dwg Date 4/30/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name:DURHAM EDUCATION CENTER Contract No. : City: TIGARD, OR 97224 Project Location: 8040 SW DURHAM RD Date:4/30/2018 Contractor Information Name of Contractor: FIRESTOP COMPANY Address: 3203 NORTHEAST 65TH ST,SPACE 2 City: VANCOUVER, WA 98663 Phone Number: E-mail: RYAN.BROYLES@BROWNINGFIRE.NET Name of Designer: R.BROYLES Authority Having Jurisdiction: CITY OF TIGARD Design Remote Area Name 3 Remote Area Location COVERED PLAY AREA Occupancy Classification LIGHT HAZ Density(gpm/ft2) 0.1 Area of Application(ft) 1800 AteliVACoverage per Sprinkler(ft2) 2256 I `'�✓p. y9l • Number of Calculated Sprinklers 8 77506 PE In-Rack Demand(gpm) Q 5-3-2018 OREGON Special Heads A, p0� Hose Streams(gpm) 100 v�4)4,y L 0 Total Water Required(incl.Hose Streams)(gpm) 284.8 EXPIRATION DATE:12/31/18 Required Pressure at Source(psi) 74.8 Type of System Dry Volume-Downstream DPV (gal) 48.4 gal Water Supply Information Date 5/18/17 Location 7980 SW DURHAM Source W1 Notes File:C:\Users\Admin\Desktop\Jobs\Durham Educ.Center\Calc's\Hydraulic\CALC.dwg Date 4/30/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job: DURHAM EDUCATION CENTER Hydraulic Analysis for : 3 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F(15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(qpm) Pressure(psi) 0 102 1475 97 6680 20 Supply Analysis Residual Available Static Pressure Flow Total Demand Required Pressure Node at Source Pressure Pressure (psi) (psi) (gpm) (psi) (gpm) (psi) W1 102 97 1475 101.9 284.8 74.8 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 100 Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) 100 Sprinklers Ovehead Sprinkler Flow(gpm) 184.8 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 184.8 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 74.8 W1 -Flow(gpm) 184.8 Demand w/o System Pump(s) N/A File:C:\Users\Admin\Desktop\Jobs\Durham Educ.Center\Calc's\Hydraulic\CALC.dwg Date 4/30/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:DURHAM EDUCATION CENTER Hydraulic Analysis for : 3 I I t._ [......... _ , - . ..___ , ......_�.. .1 . ._.. _..._.. _. . __._._.° .._. _ i : 0.3 ,,,i 1 ' , 0 i r----- , i . , , , , , , , c, _, , , , ... , i , , 1 , , __, zi„. m _ -ri 0,403 0- i f 1 t -moi >+ 70:0 1,545 Flow,win • File:C:\Users\Admin\Desktop\Jobs\Durham Educ.Center\Calc's\Hydraulic\CALC.dwg Date 4/30/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:DURHAM EDUCATION CENTER Hydraulic Analysis for : 3 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 102 S2 Supply point#2 1475 97 S3 Supply point#3 6680 20 D1 Elevation Pressure 0 6.5 D2 System Demand 184.8 74.8 D3 System Demand+Add.Out.Hose 284.8 74.8 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 101.9 221.3 26.9 284.8 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/Psi1/2) (gpm/ft2) (gpm) (Psi) (gpm/ft2) (gpm) (psi) Cl Overhead 225 5.6 0.1 22.5 16.1 0.1 22.5 16.1 Sprinkler C2 Overhead 225 5.6 0.1 22.5 16.1 0.102 23 16.8 Sprinkler C3 Overhead 225 5.6 0.1 22.5 16.1 0.1 22.6 16.3 Sprinkler C4 Overhead 225 5.6 0.1 22.5 16.1 0.102 23 16.9 Sprinkler C5 Overhead 225 5.6 0.1 22.5 16.1 0.102 22.9 16.7 Sprinkler C6 Overhead 225 5.6 0.1 22.5 16.1 0.104 23.4 17.4 Sprinkler C7 Overhead 225 5.6 0.1 22.5 16.1 0.105 23.5 17.6 Sprinkler C8 Overhead 225 5.6 0.1 22.5 16.1 0.107 24 18.4 Sprinkler File:C:\Users\Admin\Desktop\Jobs\Durham Educ.Center\Calc's\Hydraulic\CALC.dwg Date 4/30/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 6 • Job:DURHAM EDUCATION CENTER Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psi'/z gpm ft2 psi psi ft gpm gpm/ft2 psi gpm Cl Overhead Sprinkler 5.6 22.5 225 16.1 16.1 12 HEAD Open 0 0.1 -6.5 22.5 C3 Overhead Sprinkler 5.6 22.6 225 16.3 16.1 12 HEAD Open 0.1 0.1 -6.5 22.5 C5 Overhead Sprinkler 5.6 22.9 225 16.7 16.1 12 HEAD Open 0.4 0.102 -6.5 22.5 C2 Overhead Sprinkler 5.6 23 225 16.8 16.1 12 HEAD Open 0.5 0.102 -6.5 22.5 C4 Overhead Sprinkler 5.6 23 225 16.9 16.1 12 HEAD Open 0.5 0.102 -6.5 22.5 C6 Overhead Sprinkler 5.6 23.4 225 17.4 16.1 12 HEAD Open 0.9 0.104 -6.5 22.5 C7 Overhead Sprinkler 5.6 23.5 225 17.6 16.1 12 HEAD Open 1 0.105 -6.5 22.5 C8 Overhead Sprinkler 5.6 24 225 18.4 16.1 12 HEAD Open 1.5 0.107 -6.5 22.5 001 Node 18.8 12 NODE -6.5 005 Node 19 12 NODE -6.5 010 Node 19.5 12 NODE -6.5 012 Node 20.6 12 NODE -6.5 020-0 Node 34 19.31 NODE -9.7 020-I Node 34.8 18.28 NODE -9.2 185 Node 70.3 -3 NODE 0 186-0 Node 70.4 -3 NODE 0 186-I Node 70.5 -3 NODE 0 188-0 Node 70.8 -3 NODE 0 188-I Node 74.7 -3 NODE 0 W1 Supply -184.8 74.8 -3 SUPPLY 0 File:C:\Users\Admin\Desktop Jobs\Durham Educ.Center\Calc's\Hydraulic\CALC.dwg Date 4/30/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 7 • Job:DURHAM EDUCATION CENTER Hydraulic Calculations 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/psis/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 Cl 12 5.6 22.5 1.25 14 100 16.1 C2 12 5.6 22.5 1.442 0 0.048 0 14 0.7 C2 12 5.6 23 1.25 lx(us.Tee-Br)=5.3 6.15 100 16.8 001 12 45.5 1.442 5.3 0.1766 0 11.44 2 001 12 0 2.5 14.58 100 18.8 005 12 45.5 2.635 0 0.0094 0 _ 14.58 0.1 005 12 45.6 2.5 14.79 100 19 010 12 91.1 2.635 0 0.034 0 14.79 0.5 010 12 46.2 2.5 14.82 100 19.5 012 12 137.3 2.635 0 0.0726 0 14.82 1.1 012 12 47.5 2.5 1x(coupling)=0.98 101.35 100 20.6 020-0 19.31 184.8 2.635 5x(us,90)=29.37 30.34 0.1259 -3.2 131.69 16.6 020-0 19.31 0 2.5 1.02 0 34 DPV-1 020-1 18.28 184.8 0 0 0.3454 0.4 *** 1.02 0.4 020-I 18.28 0 2.5 9x(us.90)=74.13 169.88 120 34.8 185 -3 184.8 2.635 3x(us.Tee-Br)=49.42 123.56 0.0898 9.2 293.44 26.4 185 -3 0 4 lx(coupling)=1.83 14.38 140 70.3 186-0 -3 184.8 4.3 1.83 0.0062 0 -16.21 0.1 186-0 -3 0 4 0.17 0 70.4 BFV-N 186-I -3 184.8 0 0 0.5704 0 *** 0.17 0.1 186-I -3 0 4 lx(coupling)=1.83 24.46 140 70.5 188-0 -3 184.8 4,3 lx(us.90)=18.33 20.16 0.0062 0 44.62 0.3 188-0 -3 0 4 2.81 0 70.8 AmesC300H 188-I -3 184.8 0 0 1.3952 0 *** 2.81 3.9 188-I -3 0 4 18.18 140 74.7 W1 -3 184.8 4.3 0 0.0062 0 18.18 0.1 W1 74.8 Path No: 2 C3 12 5.6 22.6 1.25 14 100 16.3 C4 12 5.6 22.6 1.442 0 0.0483 0 14 0.7 C4 12 5.6 23 1.25 1x(us.Tee-Br)=5.3 6.15 100 16.9 005 12 45.6 1.442 5.3 0.1778 0 11.44 2 005 19 File:C:\Users\Admin\Desktop\Jobs\Durham Educ.Center\Calc's\Hydraulic\CALC.dwg Date 4/30/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:DURHAM EDUCATION CENTER Hydraulic Calculations 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/psis/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 3 C5 12 5.6 22.9 1.25 14 100 16.7 C6 12 5.6 22.9 1.442 0 0.0495 0 14 0.7 C6 12 5.6 23.4 1.25 lx(us.Tee-Br)=5.3 6.15 100 17.4 010 12 46.2 1.442 5.3 0.1822 0 11.44 2.1 010 19.5 Path No: 4 C7 12 5.6 23.5 1.25 14 100 17.6 C8 12 5.6 23.5 1.442 0 0.0521 0 14 0.7 C8 12 5.6 24 1.25 lx(us.Tee-Br)=5.3 6.15 100 18.4 012 12 47.5 1.442 5.3 0.1916 0 11.44 2.2 012 20.6 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 10.87 ft/s occurs in the following pipe(s): (020-0-012), (185-02.0-I) *** Device pressure loss(gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal .ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\Users'Admin\Desktop\Jobs\Durham Educ.Center\Calc's\Hydraulic\CALC.dwg Date 4/30/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:DURHAM EDUCATION CENTER Device Graphs Pressure vs. Flow Function Design Area: 3; Supply Ref.: WI; Supply Ntune:WI 115 110 . ---1- 1 • 1 t -mit • • • / - t 1 95 1 -,- 1 ! , 90 1 i, i I I , , 1 ___, ....,...1,_ ..1.,_ , . ..., -1. : I 75. I ! , -I i :-. ---1 , i , i 1 1 1 1 i 1 46 .61)to I ._ 1-- I----- J " _ . .5 ' .iE 50 -, I 45 1 --1-• , I'1 40 ' • 1 -1- / 35i ' 30 25 1---- -1--- t /1; ;- • ', 1 ' , 20 i • ; 15 ,-- 10 ' 1, • • _.„1 1111 1 5 ; „ 1 1 I f 1 ° ”-11' ; ' • i ' ' ; ; ; ; , ; ; 1 , iilili ll 'i e F t 1 T I A 1 C), ca 4 CD a a SD a 4, 4 Ca a a a c2 a a- a Cr a a a Cr a a a on 0, ,..n a In a un a .,,n a vl *-. f.N. C,1 MI ,M1 +de. •rt• ..^1 VI ...3. F/OWP g Pf 11 Pressure Loss Function Design Area: 3; BFP Ref.: 396 (ArnesC30011, Size=4); Inlet Node: I; ; I; Outlet Node: 'I;0'. 0 I ! 1u I , I 17,18,-:.: 1 1511 1 1 1.412-.:: "--1– , -; ; . . 1 ; 131= I i -t; 1 , , .,,,,- LLB: t , 1 . 1 la Ill.:: ' , 61 9.17 k— V . 71=1.: 1 I . . ; L 1--- di/LI , 1 / 1 3.9 psi IP 184.8 gpm i ,-- 'I— I 43-i.; ,,. -i- ' IIIIIIIP, 111111111.115, ', 1 T-' I 1 , 11 , 1 i 0;8= 1111 -111 ' ; , I . r i irl a a a a a a' a no a a Flogpm File:C:\Users\Admin\Desktop\Jobs\Durham Educ.Center\Calc's\Hydraulic\CALC.dwg Date 4/30/2018 Copyright @ 2002-2012 Tyco Fire Protection Products Page 10 Job: DURHAM EDUCATION CENTER Device Graphs Pressure Loss Function Design Area: 3; DP/ Ref.: {DPV-1, Size=2.5); Inlet Node: 0204; Outlet Node: -0 7_9-: I Ili I 1}.4 psi 0 184,8 gp Flow,g Pressure Loss Function Design Area: 3; Valve Ref.: 395(BFV-N Size 4); Inlet Node: 'I, -l; Outlet Node: `t; 0 1 4 422,1 3 � 7 3A2 a 1 21 r- [ go• 4 __ ._.... 1921- __ __ __ ... t .... ..... [ _____. ! m.._. j ! 1428-: l 442 � p;i 184,8 gprn _ _ _ ? _._ r, vii:: os Q.. m'' :~ m �`,co-+' C,1 m, . +o- a rr ROW,.gam! File:C:\Users\Admin\Desktop\Jobs\Durham Educ.Center\Calc's\Hydraulic\CALC.dwg Date 4/30/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 11