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Report (2) oio60 0-re.9..�� E • LYVER ENGINEERING AND DESIGN a 7950 SE 106th, Portland, Oregon 97266 Ph: 503.705.5233 Fax. 503.482,7449 TroyL@Lyver-EAD.com www.Lyver-EAD.com Design for; RECEIVED Patriot Fire Protection FEB 2 2022 CITY OF TIGARD Terrace Glen BUILDING DIVISION East Building • Fire Sprinkler Design and Analysis R*4&9640 SW Greenburg Road Portland, Oregon 97223 These calculations are for the fire sprinkler design and detailing of • a The Terrace Glen East Building at the location listed above. The information contained is for the sole use of PATRIOT FIRE PROTECTION and their agents to provide a Fire sprinklers at the project listed. All other work performed by others is outside the • scope of this design. BTU?Az . ep .%I PRO%,_, A. 11 $, y zoDY - EXPIRES: DEC 31,20 00 Job Number 21 -280 December 28, 2021 • • CALCULATION SUMMARY Project Name:Terrace Glen Project Location. 9460 SW Greenberg Road Drawing No.:31-1530 City. Portland, Oregon 97223 Design Areas • Design Area Calc.Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ft1) (gpm) (psi) (9Pm/ft') (Psi) (gpm) # (gpe) (Psi) 1 Demand(HW) Light Hazard 1880 317.3 Required 0.104 19.9 25 9 100 10.8 68.8 2 Demand(HW) Light Hazard 1200 326 Required 0.15 7.2 15 12 100 6.6 72.9 • • • • File.C.1Autodesk/Save Files131-1530_1 26560 015069c9.sv$ Date 12/17/2021 Copyright Or 2002-2012 Tyco Fire Protection Products Page 1 • HYDRAULIC CALCULATIONS • for Job Information Project Name:Terrace Glen Contract No.:31-1530 City: Portland, Oregon 97223 Project Location: 9460 SW Greenburg Road Date:12/15/2021 Contractor Information Name of Contractor: Patriot Fire Protection,Inc. Address: 4708 NE Minnehaha Street City: Vancouver, Washington 98661 Phone Number: E-mail:ken.kem@patriotfire.com Name of Designer: K.Kern Authority Having Jurisdiction: 1VFR/City of Tigard Building Department Design • Remote Area Name 1 Remote Area Location East Building Attic System Occupancy Classification Light Hazard Density(gpm/ft') 0.104 Area of Application(ft') 1880 • Coverage per Sprinkler(ft') 240 Number of Calculated Sprinklers 9 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 317.3 • Required Pressure at Source(psi) 68.8 Type of System Dry Volume-Downstream DPV (gal) 243.6 gal Water Supply Information Date 9-16-21 Location SW GREENBURG RD 8 SW SUMMIT DR. Source W1 Notes 7 DD+2 AH • File:C:Wutodesk\Save Files131-1530_1_26560_015069c9.sv$ Dale 12/17/2021 Copyright©2002-2012 Tyco Fire Protection Products Page 2 • Job:Terrace Glen Node Labels. Off Pipe Labels: Off Diagram for Design Area : 1 (Optimized Hydraulic Simplified) • • • File:C:WutodesIdSave Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright®2002-2012 Tyco Fire Protection Products Page 3 • Job:Terrace Glen Hydraulic Analysis for : 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 :W1 Flow(gpm) Pressure(psi) 0 80 4472 20 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source (psi) (gpm)Pressure Pressure (gpm) (psi) (Psi) (Psi) • W1 80 20 4472 79.8 317.3 68.8 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) • Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) Sprinklers Ovehead Sprinkler Flow(gpm) 217.3 InRack Sprinkler Flow(gpm) 0 • Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 217.3 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 68.8 W1 -Flow(gpm) 217.3 Demand w/o System Pump(s) N/A • File:C:\Autodesk\Save Files\31-15301_26560_015069c9.sv$ Date 12/17/2021 Copyright 0 2002-2012 Tyco Fire Protection Products Page 4 • Job:Terrace Glen Hydraulic Analysis for: 1 le$ ev-se.,.,... .w,.a..rew w rta.•nmesc.1 l • t • 9 CO I s eo „ , La I BEM 1 0 15:0 3610 MC MCC ffi(A !© NW ACni Flow,plm File'.C:W.utodesk\Save Files\31-1530 1_26560_015069c9.ev$ Date 12/17/2021 Copyright©2002-2012 Tyco Fire Protection Products Page 5 . Job:Terrace Glen • Hydraulic Analysis for : 1 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 80 S2 Supply point#2-Residual 4472 20 D1 Elevation Pressure 0 27.3 D2 System Demand 217.3 68.8 D3 System Demand+Add.Out.Hose 317.3 68.8 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 79.7 246.6 10.8 317.3 • Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ftz) (gpm/psiYz) (gpm/Rz) (gpm) (psi) (gpm/ftz) (gpm) (Psi) Overhead 1 240 5.6 0.1 24 19.9 0.104 25 19.9 0 Sprinkler 2 Overhead 240 5.6 0.1 24 19.9 0.104 25 19.9 Sprinkler 3 Overhead 240 5.6 0.1 24 19.9 0.104 25 19.9 Sprinkler 4 Overhead 240 5.6 0.1 24 19.9 0.104 25 20 Sprinkler • 5 Overhead Sprinkler 240 5.6 0.1 24 19.9 0.104 25 20 6 Overhead 240 5.6 0.1 24 19.9 0.104 25.1 20 Sprinkler 7 Overhead 240 5.6 0.1 24 19.9 0.105 25.1 20.1 Sprinkler 8 Overhead 100 5.6 0.1 10 7.2 0.21 21 14 Sprinkler 9 Overhead 100 5.6 0.1 10 7.2 0.211 21.1 14.2 Sprinkler • File:C:1Autodesk\Save Files131-1530_1 26560_015069c9.sv$ Date 12/17/2021 Copyright©2002-2012 Tyco Fire Protection Products Page 6 1I Job:Terrace Glen 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 ft gpm/psi�h gp m 2 psi psi m gpm/ft2 psi gpm 0002 Node 17 56.63 NODE -26.1 0004 Node 19.4 55.43 NODE -25.5 0006 Node 20.7 55.43 NODE -25.5 0008 Node 22 55.43 NODE -25.5 0020 Node 18.7 64.96 NODE -29.7 0040 Node 18.7 64.96 NODE -29.7 0041Node18.8 64.96 NODE -29.7 0043 Node 18.8 64.96 NODE -29.7 0044 Node 18.8 64.96 NODE -29.7 0045 Node 18.9 64.96 NODE -29.7 0046 Node 18.9 64.96 NODE -29.7 0047 Node 19 64.96 NODE -29.7• 0097-I Node 27.5 55.54 NODE -25.6 0097-0 Node 27.3 55.54 NODE -25.6 0098-I Node 27.7 55.54 NODE -25.6 • 0098-0 Node 27.5 55.54 NODE -25.6 0192 Node 33 45 NODE -21 0193 Node 35.4 40.67 NODE -19.1 0194 Node 38 34.67 NODE -16.5 0195 Node 40.4 30.33 NODE -14.7 0196 Node 43.1 24.33 NODE -12.1 0197 Node 50.3 15 NODE -8 0198-I Node 50.4 15 NODE -8 0198-0 Node 50.3 15 NODE -8 • 0290 Node 61.3 -3.5 NODE 0 • File:C:1Autodesk\Save Filesl31-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright®2002-2012 Tyco Fire Protection Products Page 7 Job:Terrace Glen 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 0297 Node 65.6 -3.5 NODE 0 0298 Node 65.8 -3.5 NODE 0 0299-I Node 68.7 -3.5 NODE 0 0299-0 Node 65.8 -3.5 NODE 0 0300 Node 68.8 -3.5 NODE 0 1 Overhead Sprinkler 5.6 25 240 19.9 19.9 51.54 HEAD Open 1 0.104 -23.9 24 • 2 Overhead Sprinkler 5.6 Open 25 240 19.9 0.104 -23.9 19.9 51.54 HEAD 124 3 Overhead Sprinkler 5.6 25 240 19.9 19.9 51.54 HEAD Open 1 0.104 -23.9 24 4 Overhead Sprinkler 5.6 25 240 20 19.9 51.54 HEAD Open 1 0.104 -23.9 24 5 Overhead Sprinkler 5.6 25 240 20 19.9 51.54 HEAD Open 1 0.104 -23.9 24 6 Overhead Sprinkler 5.6 25.1 240 20 19.9 • 51.54 HEAD Open 1.1 0.104 -23.9 24 7 Overhead Sprinkler 5.6 25.1 240 20.1 19.9 51.54 HEAD Open 1.1 0.105 -23.9 24 . 8 Overhead Sprinkler 5.6 21 100 14 7.2 56.63 HEAD Open 11 0.21 -26.1 10 9 Overhead Sprinkler 5.6 21.1 100 14.2 7.2 59.53 HEAD Open 11.1 0.211 -27.3 10 W1 Supply 68.8 • -3.5 SUPPLY 217.3 0 41111 • File:C:1Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright 0 2002-2012 Tyco Fire Protection Products Page 8 Job:Terrace Glen 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/psi'h) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 1 51.54 5.6 25 1 lx(us.Tee-Br)=3.56 13.42 99.99999 19.9 0040 64.96 25 1.049 3.56 8430674 -5.8 16.98 9 4.7 0.2744 0040 64.96 42.1 4 6 99.99999 18.7 0041 64.96 67.1 4.26 0 8430674 0 6 9 0.0 0.0019 0041 64.96 25 4 6 99.99999 18.8 0043 64.96 92 4.26 0 8430674 0 • 6 9 0.0 0.0033 0043 64.96 25 4 6 99.99999 18.8 0044 64.96 117 4.26 0 8430674 0 6 9 0.0 0.0052 0044 64.96 25 4 6 99.99999 18.8 0045 64.96 142.1 4.26 0 8430674 0 6 9 0.0 0.0075 0 0045 64.96 25 4 6 99.99999 18.9 0046 64.96 167.1 4.26 0 8430674 0 • 6 9 0.1 0.0101 0046 64.96 25.1 4 6 99.99999 18.9 0047 64.96 192.2 4.26 0 8430674 0 6 9 0.1 0.013 0047 64.96 25.1 4 lx(coupling)=0.94 175.2 99.99999 19 • 0097-0 55.54 217.3 4.26 7x(us.90)=65.72 85.43 8430674 4.1 lx(us.Tee-Br)=18.78 260.63 9 4.3 0.0164 0097-0 55.54 0 4 0.5 0 27.3 DPV-1 0097-I 55.54 217.3 0 0 0.3204 0 *** 0.5 0.2 0097-I 55.54 0 4 lx(coupling)=1.32 0.35'119.9999 27.5 0098-0 55.54 217.3 4.26 1.32 9468083 0 1.67 6 0.0 0.0117 0098-0 55.54 0 4 0.5 0 27.5 BFV-N 0098-I 55.54 217.3 0 0 0.2664 0 *** 0.5 0.1 0098-I 55.54 0 4 3x(us.90)=39.5 24.94 119.9999 27.7 0192 45 217.3 4.26 39.5 9468083 4.6 64.44 6 0.8 0.0117 0192 45 0 2.5 4.33 119.9999 33 0193 40.67 217.3 2.635 0 9468083 1.9 4.33 6 0.5 0.1212 • File:C:\Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright C 2002-2012 Tyco Fire Protection Products Page 9 Job:Terrace Glen 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/psiV) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 0193 40.67 0 4 6 119.9999 35.4 0194 34.67 217.3 4.26 0 9468083 2.6 6 6 0.1 0.0117 0194 34.67 0 2.5 4.33 119.9999 38 0195 30.33 217.3 2.635 0 9468083 1.9 4.33 6 0.5 0.1212 0195 30.33 0 4 6119.9999 40.4 0196 24.33 217.3 4.26 0 9468083 2.6 • 6 6 0.1 0.0117 0196 24.33 0 2.5 lx(us.Tee-Br)=16.47 9.33 119.9999 43.1 0197 15 217.3 2.635 16.47 9468083 4 25.81 6 3.1 0.1212 0197 15 0 4 lx(coupling)=1.32 0.16 119.9999 50.3 0198-0 15 217.3 4.26 1.32 9468083 0 1.48 6 0.0 0.0117 • 0198-0 15 0 4 0.38 0 50.3 BFV-N 0198-I 15 217.3 0 0 0.3505 0 *** 0.38 0.1 • 0198-I 15 0 4 9x(us.90)=118.5 70.33 119.9999 50.4 0290 -3.5 217.3 4.26 2x(us.Tee-Br)=52.67 171.17 9468083 8 241.5 6 2.8 0.0117 0290 -3.5 0 4lx(us.Tee-Br)=36.66 405.8 139.9999 61.3 0297 -3.5 217.3 4.3 3x(us.45)=21.99 113.63 9952093 0 • 3x(us.90)=54.98 519.43 2 4.4 0.0084 0297 -3.5 0 6 lx(us.45)=12.1 146.33139.9999 65.6 0298 -3.5 217.3 6.4 12.1 9952093 0 158.43 2 0.2 0.0012 0298 -3.5 0 8 lx(coupling)=3.52 3.97 139.9999 65.8 0299-0 -3.5 217.3 8.55 3.52 9952093 0 7.49 2 0 0.0003 0299-0 -3.5 0 6 4.67 0 65.8 Febco850 0299-I -3.5 217.3 0 0 0.6226 0 *** 4.67 2.9 0299-1 -3.5 0 8 1x(us.Tee-Br)=61.64 50.79 139.9999 68.7 0300 -3.5 217.3 8.55 61.64 9952093 0 112.43 2 0.0 0.0003 0300 -3.5 0 12 425.29 139.9999 68.8 W 1 -3.5 217.3 12.64 0 9952093 0 • 425.29 2 0.0 0.0000 W 1 68.8 • File:C:1Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright 02002-2012 Tyco Fire Protection Products Page 10 Job:Terrace Glen 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/psi') (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 2 51.54 5.6 25 1 lx(us.Tee-Br)=3.56 13.42 99.99999 19.9 0041 64.96 25 1.049 3.56 8430674 -5.8 16.98 9 4.7 0.2745 0041 18.8 Path No: 3 3 51.54 5.6 25 1 1x(us.Tee-Br)=3.56 13.42 99.99999 19.9 0043 64.96 25 1.049 3.56 8430674 -5.8 16.98 9 4.7• 0.2747 0043 18.8 Path No: 4 4 51.54 5.6 25 1 lx(us.Tee-Br)=3.56 13.42 99.99999 20 0044 64.96 25 1.049 3.56 8430674 -5.8 16.98 9 4.7 0.275 • 0044 18.8 Path No: 5 5 51.54 5.6 25 1 lx(us.Tee-Br)=3.56 13.42 99.99999 20 0045 64.96 25 1.049 3.56 8430674 -5.8 16.98 9 4.7 0.2755 0045 18.9 • Path No: 6 6 51.54 5.6 25.1 1 lx(us.Tee-Br)=3.56 13.42 99.99999 20 0046 64.96 25.1 1.049 3.56 8430674 -5.8 16.98 9 4.7 i 0.2761 0046 18.9 Path No: 7 7 51.54 5.6 25.1 1 lx(us.Tee-Br)=3.56 13.42 99.99999 20.1 0047 64.96 25.1 1.049 3.56 8430674 -5.8 16.98 9 4.7 0.277 0047 19 III 41111 File:C:lAutodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright 0 2002-2012 Tyco Fire Protection Products Page 11 Job:Terrace Glen 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/psi'h) (gpm) (in) (ft) (ft) (Psi) (psi) Path No: 8 8 56.63 5.6 21 1 lx(us.Tee-Br)=3.56 9.72 99.99999 14 0002 56.63 21 1.049 lx(us.90)=1.43 4.99 8430674 0 14.71 9 2.9 0.1987 0002 56.63 21.1 1 lx(us.90)=1.43 1.2 99.99999 17 0004 55.43 42.1 1.049 1.43 8430674 0.5 2.63 9 1.9 0.7207 0004 55.43 0 1.25 lx(us.45)=0.71 6.46 99.99999 19.4 0006 55.43 42.1 1.38 0.71 8430674 0 • 0.1895 1.4 0006 55.43 0 1.5 lx(us.Tee-Br)=5.7 7.17 9 8.14 99.99999 20.7 0008 55.43 42.1 1.61 5.7 8430674 0 13.85 9 1.2 0.0895 0008 55.43 0 2 lx(us.Tee-Br)=7.13 17.93 99.99999 22 0020 64.96 42.1 2.067 2x(us.90)=7.13 14.26 8430674 -4.1 32.19 9 0.9 0.0265 . 0020 64.96 0 4 lx(us.Tee-Br)=18.78 28.98 99.99999 18.7 0040 64.96 42.1 4.26lx(us.90)=9.39 28.16 8430674 0 • 57.15 9 0.0 0.0008 0040 18.7 Path No: 9 9 59.53 5.6 21.1 1 1x(us.90)=1.43 6.14 99.99999 14.2 • 0002 56.63 21.1 1.049 1.43 8430674 1.3 7.57 9 1.5 0.2006 0002 17 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 15.62 ft/s occurs in the following pipe(s): (0004-0002) *** 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. III • File:C:1Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright 02002-2012 Tyco Fire Protection Products Page 12 Job:Terrace Glen Device Graphs Pressure vs. Flow Function • Design Area: 1; Supply Ref.: W1; Supply Name:W1 90= 0 85 _. ... so 70-... 651 M45=m,.,.-....._r. _.._._..._. i _ .._ • 40- ._-r . _ a` 35- - --)--__,_............._....,..__. _ _.. _... 25- 20- 5_ 1 N N , Flow,gpm • Pressure Loss Function • Design Area: 1; BFP Ref.: 3918 (Febco850, Size = 6); Inlet Node: 0299-I; Outlet Node: 0299-0 5.05- __. __. _.. _... g. i r 2.9 psi @217.3gpm o a` 205- _... _.. -.. _.. 005- .. _.. _. _. i._... m g s Flow,gpm • • File:C:1Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright©2002-2012 Tyco Fire Protection Products Page 13 Job:Terrace Glen Device Graphs Pressure Loss Function . Design Area: 1; DPV Ref.: 3914 (DPV-1, Size = 4); Inlet Node: 0097-I; Outlet Node: 0097-0 410 $.9 _ I 79 _....... . _... _____ �___ j __ �. ( I i I i t ( 1 4 9N 1/1 4, 1 i 1 19 1 ____ _______ ...._ ipm 1 j i • 0.2 psi @ 217.3gpm o 8 8 9 $ 8 Flow,gpm • Pressure Loss Function • Design Area: 1; Valve Ref.: 3913 (BFV-N, Size = 4); Inlet Node: 0098-I; Outlet Node: 0098-0 4.428- 3.928- .-_ _.. __-___ .__.__ ._._____- • • 3.428- .... _.-. _.... _.... i i2928- _ __.__ __._. __.. 0 2428- _.. ._.. I _.. v Q. 1.428-..... _... ;. _. _.__; ....... _.- _. - t 0.928- ........ __.i -_. _... 042 a- 0.1 psi 2173gpm _... _... i � n iR 0 o n a a = n Flow,gpm • IIIFile:C:lAutodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright C 2002-2012 Tyco Fire Protection Products Page 14 Job:Terrace Glen Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 3915 (8FV-N, Size = 4); Inlet Node: 0198-I; Outlet Node: 0198-0 3.928- .. _._.. 3 428_ 6 2.928.. _ __ ...._ .... _.. __... , b2428- _ .__..____.—__�____.___ ,._._._,....-.,...__._ a 1.928 i i _._. 1.428-.-_. __._.__._ ... _... _... 0.928- _.. _. j_.. _... _... • oa2s_------- 0.1 psi @ 217.3gpm UM i I Flow,gpm • • • • . File:C:1Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright 02002-2012 Tyco Fire Protection Products Page 15 HYDRAULIC CALCULATIONS for • Job Information • Project Name:Terrace Glen Contract No.:31-1530 City: Portland, Oregon 97223 Project Location: 9460 SW Greenburg Road Date: 12/15/2021 Contractor Information Name of Contractor: Patriot Fire Protection,Inc. Address: 4708 NE Minnehaha Street City: Vancouver, Washington 98661 Phone Number: E-mail:ken.kern@patriotfire.com Name of Designer: K.Kern Authority Having Jurisdiction: T/FR I City of Tigard Building Department Design • Remote Area Name 2 Remote Area Location East Building Attic System Occupancy Classification Light Hazard Density(gpm/ff) 0.15 Area of Application(ft') 1200 • Coverage per Sprinkler(ft') 100 Number of Calculated Sprinklers 12 • In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 326 • Required Pressure at Source(psi) 72.9 Type of System Dry Volume-Downstream DPV (gal) 243.6 gal Water Supply Information Date 9-16-21 Location SW GREENBURG RD&SW SUMMIT DR Source W1 Notes All AH • • File:C:1Autodesk1Save Flles131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright 02002-2012 Tyco Fire Protection Products Page 16 Job:Terrace Glen Hydraulic Analysis for : 2 • 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 : W1 Flow(gpm) Pressure(psi) 0 80 4472 20 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source Pressure Pressure (psi) (Psi) (gpm) (Psi) (gpm) (psi) • Wl 80 20 4472 79.8 326 72.9 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) • Other(custom defined) Hose Flow(gpm) • Total Hose Flow(gpm) Sprinklers Ovehead Sprinkler Flow(gpm) 226 InRack Sprinkler Flow(gpm) 0 • Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 226 • • Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 72.9 W1 -Flow(gpm) 226 Demand w/o System Pump(s) N/A • • File:C:1Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright 0 2002-2012 Tyco Fire Protection Products Page 18 • • Job Terrace Glen Hydraulic Analysis for: 2 I■t,.,.a.a-Osman 0ak .7,tb so.Aaanaasn.,<cI 142— 120--j-- 110 .... a _... _..... _.. _ _.... I 1fC- ii— _ 1 • e Mil a It e • co- a.. I n] 0 1999 ffiJ] MO NW 4W MO 9200 Fbw,gpe File.C.Wulodesk1Save Files131-1530_1_26560 015069c9.sv$ Dale 12/17/2021 Copyright C 2002-2012 Tyco Fire Protection Products Page 19 • • Job:Terrace Glen • Hydraulic Analysis for : 2 • Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 80 S2 Supply point#2-Residual 4472 20 D1 Elevation Pressure 0 30.1 D2 System Demand 226 72.9 D3 System Demand+Add.Out.Hose 326 72.9 Curve Intersections &Safety Margins Intersection Safety Margin Curve Name Pressure (ps i)) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 79.7 244.7 6.6 326 • Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi' ) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (Psi) 13 Overhead 100 5.6 0.1 10 7.2 0.194 19.4 12 • Sprinkler 14 Overhead 100 5.6 0.1 10 7.2 0.203 20.3 13.2 • Sprinkler 10 Overhead 100 5.6 0.1 10 7.2 0.19 19 11.5 1 Sprinkler 11 Overhead 100 5.6 0.1 10 7.2 0.182 18.2 10.6 Sprinkler • 12 Overhead Sprinkler 100 5.6 0.1 t0 7.2 0.191 19.1 11.6 15 Overhead 100 5.6 0.1 1J 7.7 0.202 20.2 13.1 Sprinkler 16 Overhead 100 5.6 0.1 10 7,2 0.205 20.5 13.4 Sprinkler 17 Overhead 100 5.6 C.1 10 7.2 0.216 21.6 14.9 Sprinkler 18 Overhead 100 5.6 0.1 10 7.2 0.153 15.3 7.5 Sprinkler 19 Overhead 100 5.6 0.1 10 7.2 0.15 15 7.2 Sprinkler 8 Overhead 100 5.6 0.1 10 7.2 0.187 18.7 11.1 Sprinkler 9 Overhead 100 5.6 0.1 10 7.2 0.186 18.6 11 Sprinkler • • File:C:1Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright 0 2002-2012 Tyco Fire Protection Products Page 20 Job:Terrace Glen 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 2 psipsi ft gpm/psi/2 m gpm/ft2 psi gpm 19 Overhead Sprinkler 5.6 15 100 7.2 7.2 62.58 HEAD Open 5 0.15 -28.6 10 18 Overhead Sprinkler 5.6 15.3 100 7.5 7.2 62.09 HEAD Open 5.3 0.153 -28.4 10 11 Overhead Sprinkler 5.6 18.2 100 10.6 7.2 65.87 HEAD Open 8.2 0.182 -30.1 10 9 Overhead Sprinkler 5.6 18.6 100 11 7.2 59.53 HEAD Open 8.6 0.186 -27.3 10 8 Overhead Sprinkler 5.6 18.7 100 11.1 7.2 56.63 HEAD Open 8.7 0.187 -26.1 10 10 Overhead Sprinkler 5.6 19 100 11.5 7.2 62.24 HEAD Open 9 0.19 -28.5 10 • 12 Overhead Sprinkler 5.6 Open 19.1 100 11.6 0.191 -28.3 7.2 61.89 HEAD 9.110 13 Overhead Sprinkler 5.6 19.4 100 12 7.2 58.16 HEAD Open 9.4 0.194 -26.7 10 15 Overhead Sprinkler 5.6 20.2 100 13.1 7.2 53.25 HEAD Open 10.2 0.202 -24.6 10 14 Overhead Sprinkler 5.6 20.3 100 13.2 7.2 55.43 HEAD Open 10.3 0.203 -25.5 10 16 Overhead Sprinkler 5.6 20.5 100 13.4 7.2 0 53.25 HEAD Open 10.5 0.205 -24.6 10 17 Overhead Sprinkler 5.6 21.6 100 14.9 7.2 53.25 HEAD Open 11.6 0.216 -24.6 10 0035 Node 8.1 62.09 NODE -28.4 0002 Node 13.5 56.63 NODE -26.1 0032 Node 13.5 53.25 NODE -24.6 • 0011 Node 15.1 55.43 NODE -25.5 0004 Node 15.5 55.43 NODE -25.5 0031 Node 16.3 53.25 NODE -24.6 0009 Node 16.6 55.43 NODE -25.5 0006 Node 16.6 55.43 NODE -25.5 0007 Node 17.6 55.43 NODE -25.5 0030 Node 18.1 53.25 NODE -24.6 0008 Node 19.5 55.43 NODE -25.5 0020 Node 22.6 64.96 NODE -29.7 . 0027 Node 23 64.96 NODE -29.7 • File:C:\Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright 0 2002-2012 Tyco Fire Protection Products Page 21 Job:Terrace Glen 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/psiYz gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 0026 Node 23 64.96 NODE -29.7 0097-0 Node 32.3 55.54 NODE -25.6 0097-I Node 32.5 55.54 NODE -25.6 0098-0 Node 32.5 55.54 NODE -25.6 0098-I Node 32.7 55.54 NODE -25.6 0192 Node 38.1 45 NODE -21 • 0193 Node 40.5 40.67 NODE -19.1 0194 Node 43.2 34.67 NODE -16.5 0195 Node 45.6 30.33 NODE -14.7 0196 Node 48.3 24.33 NODE -12.1 0197 Node 53.6 • 15 NODE -8 0198-0 Node 53.9 15 NODE -8 0198-I Node 54.1 15 NODE -8 0290 Node 65.1 -3.5 NODE 0 0297 Node 69.8 • -3.5 NODE 0 0298 Node 70 -3.5 NODE 0 0299-0 Node 70 -3.5 NODE 0 0299-I Node 72.9 -3.5 NODE 0 0300 Node 72.9 -3.5 NODE 0 W1 Supply 72.9 -3.5 SUPPLY -226 0 • File:C:lAutodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright C 2002-2012 Tyco Fire Protection Products Page 22 Job:Terrace Glen 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/psi' ) (gpm) (in) (ft) (ft) (Psi) (Psi) Path No: 7 19 62.58 5.6 15 1 lx(us.Tee-Br)=3.56 0.99 99.99999 7.2 0035 62.09 15 1.049 lx(us.90)=1.43 4.99 8430674 0.2 5.98 9 0.6 0.107 0035 62.09 15.3 1 lx(us.Tee-Br)=3.56 10.84 99.99999 8.1 0030 53.25 30.4 1.049 lx(us.90)=1.43 4.99 8430674 3.8 15.83 9 6.2 0.3939 0030 53.25 62.4 1.5 lx(us.Tee-Br)=5.7 17.12 99.99999 18.1 0027 64.96 92,8 1.61 lx(us.90)=2.85 8.56 8430674 -5.1 • 25.68 9 9.9 0.3868 0027 64.96 0 4 0.8 99.99999 23 0026 64.96 92.8 4.26 0 8430674 0 0.8 9 0 0.0034 0026 64.96 133.3 41x(coupling)=0.94 214.71 99.99999 23 0097-0 55.54 226 4.26 7x(us.90)=65.72 85.43 8430674 4.1 lx(us.Tee-Br)=18.78 300.14 9 5.3 0.0176 0 0097-0 55.54 0 4 0.5 0 32.3 DPV-1 0097-I 55.54 226 0 0 0.3468 0 *** 0.5 0.2 0097-I 55.54 0 41x(coupling)=1.32 0.35 119.9999 32.5 0098-0 55.54 226 4.26 1.32 9468083 0 1.67 6 0.0 0.0126 0098-0 55.54 0 4 0.5 0 32.5 BFV-N 0098-I 55.54 226 0 0 0.2874 0 *** • 0.5 0.1 0098-I 55.54 0 4 3x(us.90)=39.5 24.94 119.9999 32.7 0192 45 226 4.26 39.5 9468083 4.6 64.44 6 0.8 0.0126 0192 45 0 2.5 4.33 119.9999 38.1 0193 40.67 226 2.635 0 9468083 1.9 4.33 6 0.6 0.1304 0193 40.67 0 4 6 119.9999 40.5 0194 34.67 226 4,26 0 9468083 2.6 6 6 0.1 0.0126 0194 34.67 0 2.5 4.33 119.9999 43.2 0195 30.33 226 2.635 0 9468083 1.9 4.33 6 0.6 0.1304 0195 30.33 0 4 6 119.9999 45.6 0196 24.33 226 4.26 0 9468083 2.6 6 6 0.1 ID 0.0126 File:C:'Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright©2002-2012 Tyco Fire Protection Products Page 23 Job:Terrace Glen 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/p51' ) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 0196 24.33 0 2.5 9.33 119.9999 48.3 0197 15 226 2.635 0 9468083 4 9.33 6 1.2 0.1304 0197 15 0 4 lx(us.Tee-Br)=26.33 0.16119.9999 53.6 0198-0 15 226 4.26 lx(coupling)=1.32 27.65 9468083 0 27.81 6 0.3 0.0126 0198-0 15 0 4 0.38 0 53.9 BFV-N 0198-I 15 226 0 0 0.3782 0 *** • 0.38 0.1 0198-I 15 0 4 9x(us.90)=118.5 70.33 119.9999 54.1 0290 -3.5 226 4.26 2x(us.Tee-Br)=52.67 171.17 9468083 8 241.5 6 3 0.0126 0290 -3.5 0 4 lx(us.Tee-Br)=36.66 405.8 139.9999 65.1 0297 -3.5 226 4.3 3x(us.45)=21.99 113.63 9952093 0 3x(us.90)=54.98 519.43 2 4.7 0.009 0297 -3.5 0 6 lx(us.45)=12.1 146.33 139.9999 69.8 ill 0298 -3.5 226 6.4 12.1 9952093 0 158.43 2 0.2 0.0013 0298 -3.5 0 8 1x(coupling)=3.52 3.97139.9999 70 0299-0 -3.5 226 8.55 3.52 9952093 0 7.49 2 0 0.0003 0299-0 -3.5 0 6 4.67 0 70 Febco850 0299-I -3.5 226 0 0 0.6167 0 *** • 4.67 2.9 0299-I -3.5 0 8 lx(us.Tee-Br)=61.64 50.79 139.9999 72.9 0300 -3.5 226 8.55 61.64 9952093 0 112.43 2 0.0 0.0003 0300 -3.5 0 12 425.29 139.9999 72.9 W1 -3.5 226 12.64 0 9952093 0 425.29 2 0.0 0.0000 W 1 72.9 Path No: 2 18 62.09 5.6 15.3 1 lx(us.90)=1.43 3.5 99.99999 7.5 0035 62.09 15.3 1.049 1.43 8430674 0 4.93 9 0.5 0.1112 0035 8.1 ID File:C:\Autodesk\Save Files131-1530_1_26560_015069c9.s 4 Date 12/17/2021 Copyright @ 2002-2012 Tyco Fire Protection Products Page 24 Job:Terrace Glen 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 ) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 3 11 65.87 5.6 18.2 1 lx(us.Tee-Br)=3.56 10.94 99.99999 10.6 0007 55.43 18.2 1.049 lx(us.90)=1.43 4.99 8430674 4.5 15.93 9 2.4 0.153 0007 55.43 56.2 1.5 lx(us.Tee-Br)=5.7 2 99.99999 17.6 0008 55.43 74.5 1.61 5.7 8430674 0 7.7 9 2 0.2576 0008 55.43 58.8 2 lx(us.Tee-Br)=7.13 17.93 99.99999 19.5 0020 64.96 133.3 2.067 2x(us.90)=7.13 14.26 8430674 -4.1 32.19 9 7.2 III 0.2241 0020 64.96 0 4 lx(us.Tee-Br)=18.78 25.48 99.99999 22.6 0026 64.96 133.3 4.26 lx(us.90)=9.39 28.16 8430674 0 53.64 9 0.4 0.0066 0026 23 Path No: 4 • 9 59.53 5.6 18.6 1 lx(us.90)=1.43 6.14 99.99999 11 0002 56.63 18.6 1.049 1.43 8430674 1.3 7.57 9 1.2 0.159 0002 56.63 18.7 1 lx(us.90)=1.43 1.2 99.99999 13.5 0004 55.43 37.3 1.049 1.43 8430674 0.5 2.63 9 1.5 0.5762 0004 55.43 0 1.25 1x(us.45)=0.71 6.46 99.99999 15.5 I 0 0006 55.43 37.3 1.38 0.71 8430674 0 7.17 9 1.1 0.1515 0006 55.43 19 1.5 6.14 99.99999 16.6 0007 55.43 56.2 1.61 0 8430674 0 6.14 9 0.9 0.1532 0007 17.6 Path No: 5 8 56.63 5.6 18.7 1 lx(us.Tee-Br)=3.56 9.72 99.99999 11.1 0002 56.63 18.7 1.049 lx(us.90)=1.43 4.99 8430674 0 14.71 9 2.4 0.1603 0002 13.5 0 File:C:\Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright®2002-2012 Tyco Fire Protection Products Page 25 Job:Terrace Glen Hydraulic Calculations PIPE INFORMATION III 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/psiY2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 6 10 62.24 5.6 19 1 lx(us.Tee-Br)=3.56 8.4 99.99999 11.5 0006 55.43 19 1.049 lx(us.90)=1.43 4.99 8430674 2.9 13.39 9 2.2 0.1646 0006 16.6 Path No: 7 12 61.89 5.6 19.1 1 lx(us.Tee-Br)=3.56 8.06 99.99999 11.6 0009 55.43 19.1 1.049 1x(us.90)=1.43 4.99 8430674 2.8 • 13.05 9 2.2 0.1665 0009 55.43 39.7 1.25 lx(us.Tee-Br)=4.28 4.14 99.99999 16.6 0008 55.43 58.8 1.38 4.28 8430674 0 8.42 9 3 0.3521 0008 19.5 Path No: 8 13 58.16 5.6 19.4 1 lx(us.Tee-Br)=3.56 6.33 99.99999 12 • 0011 55.43 19.4 1.049 lx(us.90)=1.43 4.99 8430674 1.2 11.32 9 1.9 0.1713 0011 55.43 20.3 1.25 1x(us.45)=0.71 8.02 99.99999 15.1 0009 55.43 39.7 1.38 0.71 8430674 0 8.73 9 1.5 0.1703 0009 16.6 • Path No: 9 15 53.25 5.6 20.2 1.25 lx(us.Tee-Br)=4.28 3.33 99.99999 13.1 0032 53.25 20.2 1.381x(us.90)=2.14 6.42 8430674 0 9.75 9 0.5 0.0488 0032 53.25 20.5 1.25 7.82 99.99999 13.5 17 53.25 5.6 40.8 1.38 0 8430674 0 7.82 9 1.4 0.1786 17 53.25 5.6 21.6 1.25 lx(us.90)=2.14 1.35 99.99999 14.9 0031 53.25 62.4 1.38 2.14 8430674 0 3.49 9 1.4 0.3931 0031 53.25 0 1.5 9.8 99.99999 16.3 0030 53.25 62.4 1.61 0 8430674 0 9.8 9 1.8 0.1855 0030 18.1 • File:C:1Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright©2002-2012 Tyco Fire Protection Products Page 26 Job:Terrace Glen 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/pshh) (gpm) (In) (ft) (ft) (psi) (psi) Path No: 10 14 55.43 5.6 20.3 1 lx(us.90)=1.43 8.66 99.99999 13.2 0011 55.43 20.3 1.049 1.43 8430674 0 10.09 9 1.9 0.1875 0011 15.1 Path No: 11 16 53.25 5.6 20.5 1.25 2.18 99.99999 13.4 0032 53.25 20.5 1.38 0 8430674 0 2.18 9 0.1 III 0.0501 0032 13.5 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 14.62 ft/s occurs in the following pipe(s): (0027-0030) *** 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:Vultodesk\Save Files131-1530 1_26560_015069c9.sv$ I Date 12/17/2021 Copyright C 2002-2012 Tyco Fire Protection Products Page 27 Job:Terrace Glen Device Graphs Pressure vs. Flow Function • vo- Design rea: 2; Supply Ref.: W1; Supply Name:W1 80- __.. ..... ._ -- s. 0 45-__ • 33_._. -- _._ is 5 Flow,gpm • Pressure Loss Function Design Area: 2; BFP Ref.: 3918 (Febco850, Size = 6); Inlet Node: 0299-I; Outlet Node: 0299-0 /V III 4Cf. ii 2 9 psi @ 226 ppm) • 3c=- en Ill L 0- i 205 _.... , , o S g M 8 R x § F g Flow,gpm — — — • File:C:1Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright C 2002-2012 Tyco Fire Protection Products Page 28 Job:Terrace Glen Device Graphs Pressure Loss Function • Design Area: 2; DPV Ref.: 3914 (DPV-1, Size = 4); Inlet Node: 0097-I; Outlet Node: 0097-0 • • • 0. 0.2psi fg226gpm�...... Flow,gpm • Pressure Loss Function Design Area: 2; Valve Ref.: 3913 (BFV-N, Size = 4); Inlet Node: 0098-I; Outlet Node: 0098-0 4.428 3928 • 3.428- _... 1 _... .... __ 2928- b 2.428-_..... __. _... _ _... ..... d 1.928- 1.428 _ _... __ _.._ ...... _ __.... _.. 0.928 _. _.... ._... _.. _... 0.428- ..... __ 0.1 psi @ 226 gpm N1n h b l+ m O Flow,gpm — — • File:C:1Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright S 2002-2012 Tyco Fire Protection Products Page 29 Job:Terrace Glen Device Graphs Pressure Loss Function • Design Area: 2; Valve Ref.: 3915 (BFV-N, Size = 4); Inlet Node: 0198-I; Outlet Node: 0198-0 4.428 3.928 _.... _... __. _... .... _ 3.428 i. 2.928. .... .._- 7 2.428 ,. .... _ .______ iii in 1 428 .. _ ...____ ,, ___.. - .. • 0.428- 0.1 psi @ 226gpm H m 8i ti 91 a Flow,gpm • • • File:C:Vwtodesk\Save Files\31-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright 80 2002-2012 Tyco Fire Protection Products Page 30 • CALCULATION SUMMARY Project Name:Terrace Glen Project Location: 9460 SW Greenberg Road • Drawing No.:31-1530 City: Portland, Oregon 97223 Design Areas • Design Area Calc.Mode Occupancy Area of Total Water Pressure @ Min. Min. Density Pressure Min. Calculated Hose Margin To Streams Name (Model) Application Source Flow Heads Source (ft') (9Pm) (Psi) (gPm/ft') (Psi) (Wm) # (gPm) (Psi) 5 Demand(HW) Light Hazard 680 171.9 Required 0.1 12 17 4 100 7.9 72 8 Demand( ) Light Hazard 910 209.4 55.6 Required 0.115 7.2 15 7 HW 100 24.2 9 Demand(HW) Ordinary 1 Hazard 1430 500.1 Required 0.15 12.1 19.5 11 250 13.7 65.3 • • File:QWutodesk\Save Files131-1530_1_26560_015069c9sv$ Date 12/17/2021 Copyright 02002-2012 Tyco Fire Protection Products Page 1 0 HYDRAULIC CALCULATIONS for • Job Information Project Name:Terrace Glen Contract No.:31-1530 City: Portland, Oregon 97223 Project Location: 9460 SW Greenburg Road Date: 12/15/2021 Contractor Information Name of Contractor. Patriot Fire Protection,Inc. Address: 4708 NE Minnehaha Street City: Vancouver, Washington 98661 Phone Number: E-mail:ken.kem@patriotfire.com Name of Designer: K.Kern Authority Having Jurisdiction: 1VFR I City of Tigard Building Department Design • Remote Area Name 5 Remote Area Location East Building L4 Residential Occupancy Classification Light Hazard Density(gpm/ft') 0.1 Area of Application(ft') 680 Coverage per Sprinkler(ft') 170 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 171.9 • Required Pressure at Source(psi) 72 Type of System Wet Volume-Entire System (gal) 3612.2 gal Water Supply Information Date 9-16-21 Location SW GREENBURG RD&SW SUMMIT DR. Source W1 Notes 4-head calc • File:C:V>,utodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright 0 2002-2012 Tyco Fire Protection Products Page 2 Job:Terrace Glen Hydraulic Analysis for : 5 • 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 • W1 Flow(gpm) Pressure(psi) 0 80 4472 20 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source (psi) Pressure (gpm) Pressure (gpm) (psi) (psi) (psi) • W1 80 20 4472 80 171.9 72 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) • Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) Sprinklers Ovehead Sprinkler Flow(gpm) 71.9 InRack Sprinkler Flow(gpm) 0 • Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 71.9 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 72 W1 -Flow(gpm) 71.9 Demand w/o System Pump(s) N/A • File:C:1Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright®2002-2012 Tyco Fire Protection Products Page 4 • Job:Terrace Glen li Hydraulic Analysis for: 5 in&ern a am.+os,e a a nee.au.ws.a 0.0.00005e,0,' • 110.: ..,._. ,, _..... .,..... ..... .... ... ..... ..t .......,. .,... ,..... ..,.,..,,.,,�, ..__ .__.__' ua 10 _.... C 1v0 'yp 3IN NCO S4f0 NO] 47,+C 5bA Flow,gpm File:C:Wutodesk\Save Files l31-1530_1_25560_01506909.sv$ Date 1 211 712 0 21 Copyright C 2002-2012 Tyco Fire Protection Products Page 5 • Job:Terrace Glen • Hydraulic Analysis for : 5 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 80 S2 Supply point#2-Residual 4472 20 D1 Elevation Pressure 0 19.5 D2 System Demand 71.9 72 D3 System Demand+Add.Out.Hose 171.9 72 Curve Intersections &Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 80 77.6 7.9 171.9 4111 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure Utz) (gpm/psiV) (gpm/ft2) (9Pm) (Psi) (gpm/ft%) (gpm) (psi) El Overhead 170 4.9 0.1 17 12 0.1 17 12 • Sprinkler E2 Overhead 170 4.9 0.1 17 12 0.104 17,7 13 Sprinkler E3 Overhead 170 4.9 0.1 17 12 0.107 18.3 13.9 Sprinkler E4 Overhead 170 4.9 0.1 17 12 0.111 18.9 14.9 Sprinkler • • File:C:\AutodeskiSave Files\31-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright®2002-2012 Tyco Fire Protection Products Page 6 Job:Terrace Glen 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 m 2P ft gprn/psi�h gP psi si gpm gpm/ft2 psi gpm El Overhead Sprinkler 4.9 17 170 12 12 41.5 HEAD Open 0 0.1 -19.5 17 E2 Overhead Sprinkler 4.9 17.7 170 13 12 41.5 HEAD Open 0.7 0.104 -19.5 17 E3 Overhead Sprinkler 4.9 18.3 170 13.9 12 41.5 HEAD Open 1.3 0.107 -19.5 17 E4 Overhead Sprinkler 4.9 18.9 170 14.9 12 41.5 HEAD Open 1.9 0.111 -19.5 17 0003 Node 8.7 53.42 NODE -24.7 2401 Node 10.8 53.42 NODE -24.7 • 0013 Node 15.1 53.42 NODE -24.7 0014 Node 17.5 53.42 NODE -24.7 0015 Node 20.3 53.42 NODE -24.7 0061 Node 26.3 53.42 NODE -24.7 0072 Node 27.1 0 53.42 NODE -24.7 0075 Node 27.3 53.42 NODE -24.7 0095 Node 29.7 53.42 NODE -24.7 0042 Node 32.6 53.42 NODE -24.7 0039 Node 34.7 53.42 NODE -24.7 • 0038 Node 37.4 53.42 NODE -24.7 0187-0 Node 37.9 53.42 NODE -24.7 0187-I Node 38.9 53.42 NODE -24.7 0188-0 Node 39 , 53.42 NODE -24.7 0188-I Node 39.3 53.42 NODE -24.7 0190 Node 43.4 46.5 NODE -21.7 0191 Node 44.9 46.5 NODE -21.7 0192 Node 45.6 45 NODE -21 0193 Node 47.5 40.67 NODE -19.1 . 0194 Node 50.1 34.67 NODE -16.5 File:C:1AutodesklSave Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright®2002-2012 Tyco Fire Protection Products Page 7 Job:Terrace Glen 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'/2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 0195 Node 52.1 30.33 NODE -14.7 0196 Node 54.7 24.33 NODE -12.1 0197 Node 58.9 15 NODE -8 0198-0 Node 58.9 15 NODE -8 0198-I Node 58.9 15 NODE -8 0290 Node 67.3 -3.5 NODE 0 • 0297 Node 67.9 -3.5 NODE 0 0298 Node 67.9 -3.5 NODE 0 0299-0 Node 67.9 -3.5 NODE 0 0299-I Node 72 -3.5 NODE 0 0300 Node 72 -3.5 NODE 0 W1 Supply 72 71.9 -3.5 SUPPLY 0 • File:C:Wutodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright 0 2002-2012 Tyco Fire Protection Products Page 8 Job:Terrace Glen 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/psiV) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 1 El 41.5 4.9 17 1 2x(BM.Tee-Run)=2 29.92 149.9999 12 0003 53.42 17 1.101 lx(BM.90)=5 7 9764601 -5.2 36.92 2 1.9 0.0502 0003 53.42 17.7 1 3x(BM.Tee-Run)=3 26.05 149.9999 8.7 0013 53.42 34.7 1.1011x(BM.Tee-Br)=5 8 9764601 0 34.05 2 6.4 0.1875 0013 53.42 37.2 1 lx(BM.Tee-Run)=1 2.24 149.9999 15.1 0014 53.42 71.9 1.101 1 9764601 0 3.24 2 2.3• 0.7239 0014 53.42 31.5 1 lx(BM.Tee-Run)=1 10.34149.9999 17.5 0015 53.42 40.4 1.101 1 9764601 0 11.34 2 2.8 0.2486 0015 53.42 -19.7 1 18x(BM.Tee-Run)=18 173.67 149.9999 20.3 0039 53.42 20.6 1.101 2x(BM.Tee-Br)=10 28 9764601 0 201.67 2 14.4 0.0716 • 0039 53.42 31.5 1 lx(BM.Tee-Br)=5 1.64 149.9999 34.7 0038 53.42 52.1 1.101 5 9764601 0 6.64 2 2.6 0.3992 0038 53.42 19.7 2lx(BM.Tee-Run)=1 11.05 149.9999 37.4 0187-0 53.42 71.9 2.003 lx(coupling)=1.3 2.3 9764601 0 13.34 2 0.5 0.0393 0187-0 53.42 0 2 0.56 0 37.9 CV-1 FR • 0187-I 53.42 71.9 0 0.560 1.7744 0 Check 1 *** 0187-I 53.42 0 2 lx(coupling)=1.3 1 149.9999 38.9 0188-0 53.42 71.9 2.003 1.3 9764601 0 2.3 2 0.1 0.0393 0188-0 53.42 0 2 0.21 0 39 Butterfly 8000 0188-I 53.42 71.9 0 0 1.6491 0 *** 0.21 0.3 0188-I 53.42 0 2 2x(BM.90)=20 8.37 149.9999 39.3 0190 46.5 71.9 2.003 20 9764601 3 28.37 2 1.1 0.0393 0190 46.5 0 1.5 lx(us.Tee-Br)=11.65 1 149.9999 43.4 0191 46.5 71.9 1.598 11.65 9764601 0 12.65 2 1.5 0.118 0191 46.5 0 4 1.5 119.9999 44.9 0192 45 71.9 4.26 0 9468083 0.6 III 1.5 0 0.0015 File:C:lAutodesk\Save Filesl31-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright 0 2002-2012 Tyco Fire Protection Products Page 9 Job:Terrace Glen 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/psi') (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 0192 45 0 2.5 4.33 119.9999 45.6 0193 40.67 71.9 2.635 0 9468083 1.9 4.33 6 0.1 0.0156 0193 40.67 0 4 6 119.9999 47.5 0194 34.67 71.9 4.26 0 9468083 2.6 6 6 0 0.0015 0194 34.67 0 2.5 4.33 119.9999 50.1 0195 30.33 71.9 2.635 0 9468083 1.9 • 4.33 6 0.1 0.0156 0195 30.33 0 4 6 119.9999 52.1 0196 24.33 71.9 4.26 0 9468083 2.6 6 6 0 0.0015 0196 24.33 0 2.5 9.33 119.9999 54.7 0197 15 71.9 2.635 0 9468083 4 9.33 6 0.1 0.0156 41) 0197 15 0 41x(us.Tee-Br)=26.33 0.16 119.9999 58.9 0198-0 15 71.9 4.26 lx(coupling)=1.32 27.65 9468083 0 27.81 6 0.0 0.0015 0198-0 15 0 4 0.38 0 58.9 BFV-N 0198-I 15 71.9 0 0 0.0577 0 *** 0.38 0.0 0198-I 15 0 4 9x(us.90)=118.5 70.33 119.9999 58.9 0290 -3.5 71.9 4.26 2x(us.Tee-Br)=52.67 171.17 9468083 8 • 241.5 6 0.4 0.0015 0290 -3.5 0 4 lx(us.Tee-Br)=36.66 405.8 139.9999 67.3 0297 -3.5 71.9 4.3 3x(us.45)=21.99 113.63 9952093 0 3x(us.90)=54.98 519.43 2 0.6 0.0011 0297 -3.5 0 6 lx(us.45)=12.1 146.33 139.9999 67.9 0298 -3.5 71.9 6.4 12.1 9952093 0 158.43 2 0.0 0.0002 0298 -3.5 0 8 lx(coupling)=3.52 3.97 139.9999 67.9 0299-0 -3.5 71.9 8.55 3.52 9952093 0 7.49 2 0 0.0000 0299-0 -3.5 0 6 4.67 0 67.9 Febco850 0299-I -3.5 71.9 0 0 0.8713 0 *** 4.67 4.1 0299-I -3.5 0 8 1x(us.Tee-Br)-61.64 50.79 139.9999 72 0300 -3.5 71.9 8.55 61.64 9952093 0 112.43 2 0 • 0.0000 File:C:1Autodesk\Save Files131-1530_1_26560 015069c9.sv$ Date 12/17/2021 Copyright 0 2002-2012 Tyco Fire Protection Products Page 10 Job:Terrace Glen Hydraulic Calculations S 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) Path No: 1 0300 -3.5 0 12 425.29 139.9999 72 W1 -3.5 71.9 12.64 0 9952093 0 425.29 2 0 0 W1 72 Path No: 2 E2 41.5 4.9 17.7 1 lx(BM.Tee-Br)=5 11.92 149.9999 13 0003 53.42 17.7 1.101 5 9764601 -5.2 16.92 2 0.9 S 0003 0.0538 8.7 Path No: 3 E3 41.5 4.9 18.3 1 lx(BM.Tee-Run)=1 29.92 149.9999 13.9 2401 53.42 18.3 1.101 lx(BM.90)=5 6 9764601 -5.2 35.92 2 2.1 0.0573 0 2401 53.42 18.9 1 lx(BM.Tee-Run)=1 14.16149.9999 10.8 0013 53.42 37.2 1.101 lx(BM.Tee-Br)=5 6 9764601 0 20.16 2 4.3 0.2139 0013 15.1 Path No: 4 E4 41.5 4.9 18.9 1 lx(BM.Tee-Br)=5 11.92 149.9999 14.9 2401 53.42 18.9 1.101 5 9764601 -5.2 S 16.92 2 1 0.0612 2401 10.8 • File:C:\Autodesk\Save Files131-1530_1 26560 015069c9.sv$ Date 12/17/2021 Copyright®2002-2012 Tyco Fire Protection Products Page 11 Job:Terrace Glen 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/psi+ ) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 5 0014 53.42 0 1 7x(BM.Tee-Run)=7 44.02 149.9999 17.5 0061 53.42 31.5 1.101 lx(BM.Tee-Br)=5 12 9764601 0 56.02 2 8.8 0.1572 0061 53.42 -15.4 1 2x(BM.Tee-Run)=2 11.08149.9999 26.3 0072 53.42 16.1 1.101 lx(BM.Tee-Br)=5 7 9764601 0 18.08 2 0.8 0.0455 0072 53.42 -7.8 1 18x(BM.Tee-Run)=18 165.69 149.9999 27.1 0095 53.42 8.3 1.101 2x(BM.Tee-Br)=10 28 9764601 0 193.69 2 2.6• 0.0133 0095 53.42 7.8 1 8x(BM.Tee-Run)=8 47.12 149.9999 29.7 0042 53.42 16.1 1.101 2x(BM.Tee-Br)=10 18 9764601 0 65.12 2 3 0.0455 0042 53.42 15.4 1 3x(BM.Tee-Run)=3 10.34 149.9999 32.6 0039 53.42 31.5 1.101 3 9764601 0 13.34 2 2.1 0.1572 • 0039 34.7 Path No: 6 0015 53.42 0 1 16x(BM.Tee-Run)=16 207.24 149.9999 20.3 0038 53.42 19.7 1.101 lx(BM.Tee-Br)=5 51 9764601 0 6x(BM.90)=30 258.24 2 17.1 0.0662 0038 37.4 • Path No: 7 0061 53.42 0 1 18x(BM.Tee-Run)=18 129.65 149.9999 26.3 0042 53.42 15.4 1.101 lx(BM.Tee-Br)=5 23 9764601 0 152.65 2 6.4 0.0417 0042 32.6 Path No: 8 0072 53.42 0 1 2x(BM.Tee-Run)=2 11.33 149.9999 27.1 0075 53.42 7.8 1.101 lx(BM.90)=5 7 9764601 0 18.33 2 0.2 0.0119 0075 53.42 0 1 16x(BM.Tee-Run)=16 177.02 149.9999 27.3 0095 53.42 7.8 1.101 lx(BM.Tee-Br)=5 21 9764601 0 198.02 2 2.4 0.0119 0095 29.7 • File:C:lfwtodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright®2002-2012 Tyco Fire Protection Products Page 12 Job:Terrace Glen 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/psi'z) (gpm) (in) (ft) (ft) (psi) (psi) * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 24.21 ft/s occurs in the following pipe(s): (0014-0013) *** 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:Vautodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright®2002-2012 Tyco Fire Protection Products Page 13 Job:Terrace Glen Device Graphs Pressure vs. Flow Function . Design Area: 5; Supply Ref.: W1; Supply Name:W1 00- - BO- I • _._ I 75-- ---7. 70- <_ 65t -. • a 55- i50=__ ..._.. _... 7 45- -_-_- Y —_40---. --- a 35- _._._._. _.. 30= -_ --_-_- _... -_-. 25- { _... _._..... t .._. _._-_ ..._.._. _.... ....._. __ 20-__. ......-_ _... , - __-_- --___. . ....... ............ .___ • n m m a ,. Flow,gpm • Pressure Loss Function Design Area: 5; BFP Ref.: 3918 (Febco850, Size = 6); Inlet Node: 0299-I; Outlet Node: 0299-0 5 05- ...................... • - ___4,1 psi @ 71.9 gpm 4.05- _.. _._.. g. - a i 1 05- _.. _... _.- ..- _... _... _.. _. j 0D5-_-_ _-_-__ 1.. -... I ..... # g § § § s Flow,gpm 1 • File:C:V utodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright®2002-2012 Tyco Fire Protection Products Page 14 Job:Terrace Glen Device Graphs Pressure Loss Function • Design Area: 5; Valve Ret.: 3913 (Butterfly 8000, Size = 2); Inlet Node: 0188-I; Outlet Node: 0188-0 4.j.. _ 3.3- L 1.c. o . 0 3 psi @ 71.9 g pm • 0 6 p0 0 0 N Flow,gpm • Pressure Loss Function Design Area: 5; Valve Ref.: 3914 (CV-1 FR Check, Size = 2); Inlet Node: 0187-I; Outlet Node: 0187-0 • O 0 N _ 1 psi @ 71 9 gpm a m f a n Flow,gpm • File:C:1Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright®2002-2012 Tyco Fire Protection Products Page 15 Job:Terrace Glen Device Graphs Pressure Loss Function • Design Area: 5; Valve Ref.: 3915 (BFV-N, Size = 4); Inlet Node: 0198-I; Outlet Node: 0198-0 4.4287 3928-..._ ... i, _... ..... _... j i 3428- 2.928. M 2.428_ tit IC 1.923 1.428 0.928. _... _... .... __ .... ..... _._.__ _.... _ _ 1 3 2 try ppip. F 4G O_ Flow,gpm • • • File:C:1Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright®2002-2012 Tyco Fire Protection Products Page 16 HYDRAULIC CALCULATIONS for• Job Information Project Name:Terrace Glen Contract No.:31-1530 City: Portland, Oregon 97223 Project Location: 9460 SW Greenburg Road Date:12/15/2021 Contractor Information Name of Contractor: Patriot Fire Protection,Inc. Address: 4708 NE Minnehaha Street City: Vancouver, Washington 98661 Phone Number: E-mail:ken.kern@patriotfire.com Name of Designer: K. Kern Authority Having Jurisdiction: 1VFR/City of Tigard Building Department Design • Remote Area Name 8 Remote Area Location East Building L1 Public Space Occupancy Classification Light Hazard Density(gpm/ft2) 0.115 Area of Application(ft2) 910 • Coverage per Sprinkler(ft2) 130 Number of Calculated Sprinklers 7 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 209.4 • Required Pressure at Source(psi) 55.6 Type of System Wet Volume-Entire System (gal) 3617.1 gal Water Supply Information Date 9-16-21 Location SW GREENBURG RD 8,SW SUMMIT DR. Source W1 Notes File:C:\Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright®2002-2012 Tyco Fire Protection Products Page 17 Job:Terrace Glen Hydraulic Analysis for : 8 • 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, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 80 4472 20 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source (psi) Pressure (gpm) Pressure (gpm) (psi) (psi) (psi) 41) W1 80 20 4472 79.9 209.4 55.6 Hoses Inside Hose Flow/Standpipe Demand (gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) • Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) Sprinklers Ovehead Sprinkler Flow(gpm) 109.4 InRack Sprinkler Flow(gpm) 0 • Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 109.4 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 55.6 W1 -Flow(gpm) 109.4 Demand w/o System Pump(s) N/A • File:C:\Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright 0 2002-2012 Tyco Fire Protection Products Page 19 Job:Terrace Glen 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/psir/z gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 0197 Node 41.5 15 NODE -8 0198-I Node 41.6 15 NODE -8 0198-0 Node 41.6 15 NODE -8 0290 Node 50.4 -3.5 NODE 0 0297 Node 51.5 -3.5 NODE 0 0298 Node 51.6 -3.5 NODE 0 • 0299-I Node 55.6 -3.5 NODE 0 0299-0 Node 51.6 -3.5 NODE 0 0300 Node 55.6 -3.5 NODE 0 1665 Node 41.9 14 NODE -7.6 1670-I Node 40.7 14 NODE -7.6 1670-0 Node 39.9 14 NODE -7.6 1671-I Node 39.8 14 NODE -7.6 1671-0 Node 38.3 14 NODE -7.6 1675 Node 30.8 20.17 NODE -10.3 • 1676 Node 28 20.17 NODE -10.3 1728 Node 3.4 20.17 NODE -10.3 1729 Node 3 20.17 NODE -10.3 1732 Node 3 20.17 NODE -10.3 1742 Node 13 20.17 NODE -10.3 1743 Node 13.4 20.17 NODE -10.3 1696 Node 17.8 20.17 NODE -10.3 1699 Node 11.4 20.17 NODE -10.3 1700 Node 10.4 20.17 NODE -10.3 • 1707 Node 4.1 20.17 NODE -10.3 File:C:lAutodesk\Save Filesl31-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright®2002-2012 Tyco Fire Protection Products Page 20 Job:Terrace Glen Hydraulic Calculations I Fluid Delivery Time Analysis 11111 Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psir/z gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 1708 Node 4.1 20.17 NODE -10.3 1711 Node 3.7 20.17 NODE -10.3 1712 Node 3.9 20.17 NODE -10.3 1714 Node 5.7 20.17 NODE -10.3 1715 Node 6 20.17 NODE -10.3 1717 Node 7.3 20.17 NODE -10.3 • 1761 Node 26.3 20.17 NODE -10.3 1764 Node 26.6 20.17 NODE -10.3 1803 Node 18.7 20.17 NODE -10.3 1805 Node 19 20.17 NODE -10.3 1821 Node 27.4 0 20.17 NODE -10.3 1827 Node 27.6 20.17 NODE -10.3 E14 Overhead Sprinkler 5.6 15.8 130 8 7.2 9 HEAD Open 2.8 0.122 -5.4 13 E15 Overhead Sprinkler 5.6 15 130 7.2 7.2 9 HEAD Open 2 0.116 -5.4 13 E16 Overhead Sprinkler 5.6 16.6 130 8.8 7.2 9 HEAD Open 3.6 0.128 -5.4 13• E17 Overhead Sprinkler 5.6 15 130 7.2 7.2 9 HEAD Open 2 0.115 -5.4 13 E18 Overhead Sprinkler 5.6 15.4 130 7.5 7.2 9 HEAD Open 2.4 0.118 -5.4 13 E19 Overhead Sprinkler 5.6 15.7 130 7.8 7.2 9 HEAD Open 2.7 0.121 -5.4 13 E20 Overhead Sprinkler 5.6 15.8 130 8 7.2 9 HEAD Open 2.8 0.122 -5.4 13 W1 Supply -109.4 55.6 -3.5 SUPPLY 0 • File:C:\Autodesk\Save Files\31-1530_1_26560 015069c9.sv$ Date 12/17/2021 Copyright C 2002-2012 Tyco Fire Protection Products Page 21 Job:Terrace Glen 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) (9Pm/Psi1/2) (913m) (in) (ft) (ft) (Psi) (psi) Path No: 1 E17 9 5.6 15 1 lx(BM.Tee-Br)=5 11.17 149.9999 7.2 1729 20.17 15 1.101 5 9764601 -4.8 16.17 2 0.6 0.0398 1729 20.17 -3.2 1 1x(BM.Tee-Run)=1 14.61 149.9999 3 1728 20.17 11.8 1.101 1 9764601 0 15.61 2 0.4 0.0254 1728 20.17 15.4 1 lx(BM.Tee-Run)=1 15.68 149.9999 3.4 1715 20.17 27.1 1.1011x(BM.Tee-Br)=5 6 9764601 0 • 0.1193 2.6 1715 20.17 23.9 1.25 2x(BM.Tee Run)=2 21.68 2 9.42 149.9999 6 1717 20.17 51.1 1.394 2 9764601 0 11.42 2 1.4 0.1219 1717 20.17 16.6 1.25 lx(BM.Tee-Run)=1 7.7 149.9999 7.3 1700 20.17 67.7 1.394 lx(BM.Tee-Br)=6 7 9764601 0 14.7 2 3 0.2055 • 1700 20.17 41.7 1.25 lx(BM.Tee-Run)=1 0.97 149.9999 10.4 1699 20.17 109.4 1.394 1 9764601 0 1.97 2 1 0.4996 1699 20.17 -39.9 1.25 3x(BM.Tee-Run)=3 26.68 149.9999 11.4 1696 20.17 69.5 1.394 3 9764601 0 29.68 2 6.4 0.2158 1696 20.17 -32.2 1.25 20x(BM.Tee-Run)=20 129.65 149.9999 17.8 • 1676 20.17 37.3 1.394 20 9764601 0 149.65 2 10.2 0.0682 1676 20.17 39.9 1.25 lx(BM.Tee-Br)=6 4.77 149.9999 28 1675 20.17 77.2 1.394 6 9764601 0 10.77 2 2.8 0.2621 1675 20.17 32.2 2 lx(coupling)=1.3 24.93 149.9999 30.8 1671-0 14 109.4 2.003 3x(BM.90)=30 31.3 9764601 2.7 56.22 2 4.8 0.0855 1671-0 14 0 2 0.5 0 38.3 CV-1 FR 1671-I 14 109.4 0 0 3.0106 0 Check 0.5 1.5 *** 1671-I 14 0 2 1x(coupling)=1.3 0.21 149.9999 39.8 1670-0 14 109.4 2.003 1.3 9764601 0 1.51 2 0.1 0.0855 1670-0 14 0 2 0.5 0 39.9 Butterfly 8000 1670-I 14 109.4 0 0 1.6344 0 *** • 0.5 0.8 I File:C:1Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright 0 2002-2012 Tyco Fire Protection Products Page 22 Job:Terrace Glen 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/psiVx) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 1670-I 14 0 2 1x(us.Tee-Br)=12.96 0.51 149.9999 40.7 1665 14 109.4 2.003 12.96 9764601 0 13.46 2 1.2 0.0855 1665 14 0 2.5 1 119.9999 41.9 0197 15 109.4 2.635 0 9468083 -0.4 1 6 0.0 0.034 0197 15 0 41x(us.Tee-Br)=26.33 0.16119.9999 41.5 0198-0 15 109.4 4.26lx(coupling)=1.32 27.65 9468083 0 27.81 6 0.1 III 0.0033 0198 O 15 0 4 0.38 0 41.6 BFV-N 0198-I 15 109.4 0 0 0.1036 0 *** 0.38 0.0 0198-I 15 0 4 9x(us.90)=118.5 70.33 119.9999 41.6 0290 -3.5 109.4 4.26 2x(us.Tee-Br)=52.67 171.17 9468083 8 241.5 6 0.8 0.0033 0290 -3.5 0 4 3x(us.45)=21.99 405.8 139.9999 50.4 • 0297 -3.5 109.4 4.3 3x(us.90)=54.98 76.98 9952093 0 482.78 2 1.1 0.0024 0297 -3.5 0 6 lx(us.45)=12.1 146.33 139.9999 51.5 0298 -3.5 109.4 6.4 12.1 9952093 0 158.43 2 0.1 0.0003 0298 -3.5 0 8lx(coupling)=3.52 3.97 139.9999 51.6 0299-0 -3.5 109.4 8.55 3.52 9952093 0 • 7.49 2 0 0.0001 0299-0 -3.5 0 6 4.67 0 51.6 Febco850 0299-I -3.5 109.4 0 0 0.8489 0 *** 4.67 4 0299-I -3.5 0 8 lx(us.Tee-Br)=61.64 50.79 139.9999 55.6 0300 -3.5 109.4 8.55 61.64 9952093 0 112.43 2 0 0.0001 0300 -3.5 0 12 425.29 139.9999 55.6 W 1 -3.5 109.4 12.64 0 9952093 0 425.29 2 0 0.0000 WI. 55.6 • File:C:\Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright 0 2002-2012 Tyco Fire Protection Products Page 23 Job:Terrace Glen 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) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 E15 9 5.6 15 1 lx(BM.Tee-Br)=5 11.17 149.9999 7.2 1732 20.17 15 1.101 5 9764601 -4.8 16.17 2 0.6 0.04 1732 20.17 3.2 1 lx(BM.Tee-Br)=5 13.82 149.9999 3 1707 20.17 18.3 1.101 5 9764601 0 18.82 2 1.1 0.0573 1707 20.17 23.4 1.25 5x(BM.Tee-Run)=5 63.88 149.9999 4.1 1700 20.17 41.7 1.394lx(BM.90)=6 11 9764601 0 74.88 2 6.3• 0.0837 1700 10.4 Path No: 3 E18 9 5.6 15.4 1 lx(B1,4.Tee-Br)=5 11.17 149.9999 7.5 1728 20.17 15.4 1.101 5 9764601 -4.8 16.17 2 0.7 0.0416 • 1728 3.4 Path No: 4 E19 9 5.6 15.7 1 lx(BM.Tee-Br)=5 11.17 149.9999 7.8 1711 20.17 15.7 1.101 5 9764601 -4.8 16.17 2 0.7 0.0432 1711 20.17 -7.6 1 lx(BM.Tee-Run)=1 12.82149.9999 3.7 1712 20.17 8.1 1.101 1 9764601 0 ID 13.82 2 0.2 0.0127 1712 20.17 15.8 1 lx(BM.Tee-Run)=1 13.43 149.9999 3.9 1714 20.17 23.9 1.101 lx(BM.90)=5 6 9764601 0 19.43 2 1.8 0.0944 1714 20.17 0 1.25 lx(BM.Tee-Run)=1 7.3 149.9999 5.7 1715 20.17 23.9 1.394 1 9764601 0 8.3 2 0.2 0.0299 1715 6 Path No: 5 L14 9 5.6 15.8 1 lx(BM.Tee-Br)=5 11.92 149.9999 8 1707 20.17 15.8 1.101 ix(BM.90)=5 10 9764601 -4.8 21.92 2 1 0.0439 1707 4.1 • File:C:\Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright®2002-2012 Tyco Fire Protection Products Page 24 Job:Terrace Glen 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/psi'h) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 6 E20 9 5.6 15.8 1 lx(BM.Tee-Br)=5 11.17 149.9999 8 1712 20.17 15.8 1.101 5 9764601 -4.8 16.17 2 0.7 D.044 1712 3.9 Path No: 7 E16 9 5.6 16.6 1 3x(BM.Tee-Run)=3 51.52 149.9999 8.8 1717 20.17 16.6 1.101 lx(BM.Tee-Br)=5 18 9764601 -4.8 2x(BM.90)=10 69.52 2 3.4 • 1717 0.0482 7.3 Path No: 8 1729 20.17 0 1 lx(BM.Tee-Run)=1 10.48149.9999 3 1732 20.17 3.2 1.101 2x(BM.90)=10 11 9764601 0 21.48 2 0.0 0.0023 • 1732 3 Path No: 9 1699 20.17 0 1.25 2x(BM.Tee-Run)=2 13.57 149.9999 11.4 1742 20.17 39.9 1.394 lx(BM.Tee-Br)=6 8 9764601 0 21.57 2 1.7 0.0771 1742 20.17 -19.5 1 15x(BM.Tee-Run)=15 159.55 149.9999 13 1764 20.17 20.4 1.101 2x(BM.Tee-Br)=10 35 9764601 0 • 2x(BM.90)=10 194.55 2 13.6 0.07 1764 20.17 19.5 1.25 lx(BM.Tee-Run)=1 10.34 149.9999 26.6 1676 20.17 39.9 1.394 lx(BM.Tee-Br)=6 7 9764601 0 17.34 2 1.3 0.0771 1676 28 • File:C:1Autodesk1Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright 0 2002-2012 Tyco Fire Protection Products Page 25 Job:Terrace Glen 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/psiV2) (gpm) (in) (ft) (ft) (Psi) (psi) Path No: 10 1696 20.17 0 1.25 2x(BM.Tee-Run)=2 11.08 149.9999 17.8 1803 20.17 32.2 1.394 lx(BM.Tee-Br)=6 8 9764601 0 19.08 2 1 0.0518 1803 20.17 -16.1 1 18x(BM.Tee-Run)=18 165.69 149.9999 18.7 1827 20.17 16.1 1.101 2x(BM.Tee-Br)=10 28 9764601 0 193.69 2 8.8 0.0455 1827 20.17 16.1 1.25 8x(BM.Tee-Run)=8 42.35 149.9999 27.6 1675 20.17 32.2 1.394 2x(BM.Tee-Br)=12 20 9764601 0 62.35 2 3.2 • 0.0518 1675 30.8 Path No: 11 1711 20.17 0 1 2x(BM.Tee-Run)=2 24.93 149.9999 3.7 1708 20.17 7.6 1.101 lx(BM.90)=5 7 9764601 0 31.93 2 0.4 0.0113 40 1708 20.17 0 1.25 lx(BM.Tee-Run)=1 11.72149.9999 4.1 1707 20.17 7.6 1.394 1 9764601 0 12.72 2 0.0 0.0036 1707 4.1 Path No: 12 1742 20.17 0 1.25 lx(BM.Tee-Br)=6 11.01 149.9999 13 1743 20.17 19.5 1.394 6 9764601 0 III 17.01 2 0.3 0.0205 1743 20.17 0 1 12x(BM.Tee-Run)=12 162.7 149.9999 13.4 1761 20.17 19.5 1.101 5x(BM.90)=25 37 9764601 0 199.7 2 12.9 0.0648 1761 20.17 0 1.25 3x(BM.Tee-Run)=3 13.3 149.9999 26.3 1764 20.17 19.5 1.394 3 9764601 0 16.3 2 0.3 0.0205 1764 26.6 0 File:C:1AutodesinSave Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright 0 2002-2012 Tyco Fire Protection Products Page 26 Job:Terrace Glen 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/psi' ) (gpm) (in) (ft) (ft) (Psi) (Psi) Path No: 13 1803 20.17 0 1.25 lx(BM.Tee-Run)=1 11.33 149.9999 18.7 1805 20.17 16.1 1.394 lx(BM.90)=6 7 9764601 0 18.33 2 0.3 0.0143 1805 20.17 0 1 15x(BM.Tee-Run)=15 165.69 149.9999 19 1821 20.17 16.1 1.101 lx(BM.Tee-Br)=5 20 9764601 0 185.69 2 8.4 0.0451 1821 20.17 0 1.25 lx(BM.Tee-Run)=1 11.33 149.9999 27.4 1827 20.17 16.1 1.394 1 9764601 0 • 12.33 2 0.2 0.0143 1827 27.6 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 23 ft/s occurs in the following pipe(s): (1699-1700) *** 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:1Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright C 2002-2012 Tyco Fire Protection Products Page 27 Job:Terrace Glen Device Graphs Pressure vs. Flow Function IIIDesign Area: 8; Supply Ref.: W1; Supply Name:W1 75- ..1 ,— i I m 45: N to 40- 302 20- s0; ..i s ry ry m 7 a Flow,gpm • Pressure Loss Function Design Area: 8; BFP Ref.: 3918 (Febco850, Size = 6); Inlet Node: 0299-I; Outlet Node: 0299-0 5.05-_._ ...... _._.__ . 4 psi @ 109 4 gpm --"N.0 N d L O. 2 03- 1.05- _..... . '.. _. _._ .... _ _... r a 2 E _ - Si A § - Flow,gpm - - I • File:C:\Autodesk\Save Files131-1530 1 26560_015069c9.sv$ Date 12/17/2021 Copyright®2002-2012 Tyco Fire Protection Products Page 28 Job:Terrace Glen Device Graphs Pressure Loss Function • Design Area: 8; Valve Ref.: 3915 (BFV-N, Size = 4); inlet Node: 0198-I; Outlet Node: 0198-0 , 4.428- _. ........___ i 1 , 3,928- _..... _.... ........ 3.428-_.. _.... -.... _.. _... __.. __. 1 - --_ 2.928. _....... ' i N 2.428 __. ....... 1 s- 1.928. i. ... ..... ......... _. _... 1.428- _._._. _ _.. 0.928 .._. _ _... ... • _.. _... --.. i 1 - I m. pig QF ti (V A N . F pL O -- fV Flow,gpm • Pressure Loss Function Design Area: 8; Valve Ref.: 3926 (Butterfly 8000, Size = 2); Inlet Node: 1670-I; Outlet Node: 1670-0 4.5- • 1 _ i 7 - tl VI 2_5 a 1 5- 0.8psi© 109.4gpmij I- ------- - ------ ----------------. 8 o Flow,gpm • File:C:1Autodesk\Save Files\31-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright D 2002-2012 Tyco Fire Protection Products Page 29 Job:Terrace Glen Device Graphs Pressure Loss Function • Design Area: 8; Valve Ref.: 3927 (CV-1 FR Check, Size = 2); Inlet Node: 1671-I; Outlet Node: 1671-0 r N v2.5- _. _.._._ _,._,_.__.. _____ ._ . .. ...,....,.__... ._ ,.— r i a I 1.5 psi 0 109A gpm Flow,gpm • • File:C:1Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright 0 2002.2012 Tyco Fire Protection Products Page 30 HYDRAULIC CALCULATIONS for. Job Information Project Name:Terrace Glen Contract No.:31-1530 City: Portland, Oregon 97223 Project Location: 9460 SW Greenburg Road Date: 12/15/2021 Contractor Information Name of Contractor: Patriot Fire Protection,Inc. Address: 4708 NE Minnehaha Street City: Vancouver, Washington 98661 Phone Number: E-mail:ken.kem@patriotfire.com Name of Designer: K.Kern Authority Having Jurisdiction: 1VFR/City of Tigard Building Department Design • Remote Area Name 9 Remote Area Location East Building Basement Storage Occupancy Classification Ordinary 1 Hazard Density(gpm/ft') 0.15 Area of Application(ft') 1430 Coverage per Sprinkler(ft') 130 Number of Calculated Sprinklers 11 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 250 Total Water Required(incl.Hose Streams)(gpm) 500.1 • Required Pressure at Source(psi) 65.3 Type of System Wet Volume-Entire System (gal) 3515.2 gal Water Supply Information Date 9-16-21 Location SW GREENBURG RD&SW SUMMIT DR. Source W1 Notes • File:C:1Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright 0 2002-2012 Tyco Fire Protection Products Page 31 Job:Terrace Glen Hydraulic Analysis for : 9 • 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, (Ibis/ftz) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 80 4472 20 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure • Node at Source (psi) Pressure (gpm) Pressure (gpm) (psi) (psi) (psi) • • Wl 80 20 4472 79.7 500.1 65.3 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) Sprinklers Ovehead Sprinkler Flow(gpm) 250.1 InRack Sprinkler Flow(gpm) 0 • Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 250.1 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 65.3 W1 -Flow(gpm) 250.1 Demand w/o System Pump(s) N/A • 111 File:C:VAutodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright®2002-2012 Tyco Fire Protection Products Page 33 Job:Terrace Glen 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 9Pm/ps1Y2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 0209 Node 52.9 3 NODE -2.8 0210 Node 49.2 7.13 NODE -4.6 0211-I Node 46.4 7.13 NODE -4.6 0211-0 Node 44.7 7.13 NODE -4.6 0212-I Node 44.1 7.13 NODE -4.6 0212-0 Node 42.1 7.13 NODE -4.6 • 0220 Node 25.5 7.13 NODE -4.6 0221 Node 23.5 7.13 NODE -4.6 0222 Node 23 7.13 NODE -4.6 0225 Node 18.4 8.21 NODE -5.1 0226 Node 17 8.21 NODE -5.1 0227 Node 16.7 8.21 NODE -5.1 0234 Node 18.9 8.21 NODE -5.1 0236 Node 17.5 8.21 NODE -5.1 0238 Node 17.1 8.21 NODE -5.1 • 0243 Node 16.9 8.21 NODE -5.1 0245 Node 13.2 8.21 NODE -5.1 0246 Node 11.3 8.21 NODE -5.1 0248 Node 10.5 8.21 NODE -5.1 0249 Node 10.2 8.21 NODE -5.1 0290 Node 56.5 -3.5 NODE 0 0297 Node 62.1 -3.5 NODE 0 0298 Node 62.4 -3.5 NODE 0 0299-I Node 65.2 -3.5 NODE 0 • 0299-0 Node 62.4 - -3.5 NODE 0 File:C:\Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date I2/17/2021 Copyright®2002-2012 Tyco Fire Protection Products Page 34 Job:Terrace Glen Hydraulic Calculations/Fluid Delivery Time Analysis Node Data IP Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psi'h gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 0300 Node 65.3 -3.5 NODE 0 E21 Overhead Sprinkler 5.6 23.7 130 17.9 12.1 0 HEAD Open 4.2 0.182 -1.5 19.5 E22 Overhead Sprinkler 5.6 23.9 130 18.2 12.1 O HEAD Open 4.4 0.184 -1.5 19.5 E23 Overhead Sprinkler 5.6 24.7 130 19.4 12.1 O HEAD Open 5.2 0.19 -1.5 19.5 E24 Overhead Sprinkler 5.6 23.9 130 18.3 12.1 0 HEAD Open 4.4 0.184 -1.5 19.5 E25 Overhead Sprinkler 5.6 24.1 130 18.6 12.1 0 HEAD Open 4.6 0.186 -1.5 19.5 4110 E26 Overhead Sprinkler 5.6 24.9 130 19.8 12.1 0 HEAD Open 5.4 0.192 -1.5 19.5 E27 Overhead Sprinkler 5.6 19.5 130 12.1 12.1 O HEAD Open 0 0.15 -1.5 19.5 E28 Overhead Sprinkler 5.6 19.7 130 12.4 12.1 O HEAD Open 0.2 0.151 -1.5 19.5 E29 Overhead Sprinkler 5.6 20.3 130 13.1 12.1 O HEAD Open 0.8 0.156 -1.5 19.5 E30 Overhead Sprinkler 5.6 21.5 130 14.8 12.1 0 HEAD Open 2 0.166 -1.5 19.5 • E31 Overhead Sprinkler 5.6 23.8 130 18.1 12.1 0 HEAD Open 4.3 0.183 -1.5 19.5 W1 Supply -250.1 65.3 -3.5 SUPPLY 0 • s File:C:1Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright C 2002-2012 Tyco Fire Protection Products Page 35 Job:Terrace Glen Hydraulic Calculations PIPE INFORMATION IIINode 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) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 E27 0 5.6 19.5 1 lx(us.Tee-Br)=5 8.21 119.9999 12.1 0249 8.21 19.5 1.049 5 9468083 -3.6 13.21 6 1.6 0.1237 0249 8.21 0 1.25 10 119.9999 10.2 0248 8.21 19.5 1.442 0 9468083 0 10 6 0.3 0.0263 0248 8.21 19.7 1.25 9 119.9999 10.5 0246 8.21 39.2 1.442 0 9468083 0 9 6 0.9• 0.0957 0246 8.21 20.3 1.25 9 119.9999 11.3 0245 8.21 59.5 1.442 0 9468083 0 9 6 1.9 0.2072 0245 8.21 21.5 1.25 10 119.9999 13.2 0243 8.21 81 1.442 0 9468083 0 10 6 3.7 0.3672 • 0243 8.21 23.8 1.25 lx(us.Tee-Br)=7.43 2.64 119.9999 16.9 0220 7.13 104.8 1.442 lx(us.90)=3.72 11.15 9468083 0.5 13.79 6 8.2 0.5917 0220 7.13 145.3 2 lx(coupling)=1.23 32.34119.9999 25.5 0212-0 7.13 250.1 2.157 lx(us.90)=6.15 7.38 9468083 0 39.73 6 16.6 0.4168 0212-0 7.13 0 2.5 0.67 0 42.1 CV-1F Check 0 0212-I 7.13 250.1 0 0 3.0041 0 *** 0.67 2 0212-I 7.13 0 21x(coupling)=1.23 0.39 119.9999 44.1 0211-0 7.13 250.1 2.157 1.23 9468083 0 1.62 6 0.7 0.4168 0211-0 7.13 0 2.5 0.32 0 44.7 BFV-N 0211-I 7.13 250.1 0 0 5.1247 0 *** 0.32 1.6 0211-I 7.13 0 2 lx(us.90)=6.15 0.66 119.9999 46.4 0210 7.13 250.1 2.157 6.15 9468083 0 6.81 6 2.8 0.4168 0210 7.13 0 2.5 lx(us.90)=8.24 4.12119.9999 49.2 0209 3 250.1 2.635 8.24 9468083 1.8 12.36 6 1.9 0.1573 0209 3 0 4 lx(us.90)=13.17 7.14119.9999 52.9 0290 -3.5 250.1 4.26 lx(us.Tee-Br)=26.33 39.5 9468083 2.8 46.64 6 0.7 III0.0152 File:C:1Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright 0 2002-2012 Tyco Fire Protection Products Page 36 Job:Terrace Glen 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/Psi' ) (gpm) (in) (ft) (ft) (Psi) (Psi) Path No: 1 0290 -3.5 0 4 lx(us.Tee-Br)=36.66 405.8 139.9999 56.5 0297 -3.5 250.1 4.3 3x(us.45)=21.99 113.63 9952093 0 3x(us.90)=54.98 519.43 2 5.7 0.0109 0297 -3.5 0 61x(us.45)=12.1 146.33 139.9999 62.1 0298 -3.5 250.1 6.4 12.1 9952093 0 158.43 2 0.2 0.0016 0298 -3.5 0 8lx(coupling)=3.52 3.97 139.9999 62.4 0299-0 -3.5 250.1 8.55 3.52 9952093 0 • 0.0004 0 0299-0 -3.5 0 6 7.49 2 4.67 0 62.4 Febco850 0299-I -3.5 250.1 0 0 0.6112 0 *** 4.67 2.9 0299-I -3.5 0 8 lx(us.Tee-Br)=61.64 50.79 139.9999 65.2 0300 -3.5 250.1 8.55 61.64 9952093 0 112.43 2 0.0 0.0004 0300 -3.5 0 12 425.29 139.9999 65.3 0 W1 -3.5 250.1 12.64 0 9952093 0 425.29 2 0.0 0.0001 W 1 65.3 Path No: 2 E28 0 5.6 19.7 1 1x(us.Tee-Br)=5 8.21 119.9999 12.4 0248 8.21 19.7 1.049 5 9468083 -3.6 • 13.21 6 1.7 0.1259 0248 10.5 Path No: 3 E29 0 5.6 20.3 1 lx(us.Tee-Br)=5 8.21 119.9999 13.1 0246 8.21 20.3 1.049 5 9468083 -3.6 13.21 6 1.8 0.1331 0246 11.3 Path No: 4 E30 0 5.6 21.5 1 1x(us.Tee-Br)=5 8.21 119.9999 14.8 0245 8.21 21.5 1.049 5 9468083 -3.6 13.21 6 2 0.1487 0245 13.2 • File:C:\Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright*2002-2012 Tyco Fire Protection Products Page 37 Job:Terrace Glen Hydraulic Calculations PIPE INFORMATION illNode 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/ps11/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 5 E21 0 5.6 23.7 1 lx(us.Tee-Br)=5 8.21 119.9999 17.9 0227 8.21 23.7 1.049 5 9468083 -3.6 13.21 6 2.3 0.1775 0227 8.21 0 1.25 9 119.9999 16.7 0226 8.21 23.7 1.442 0 9468083 0 9 6 0.3 0.0377 0226 8.21 23.9 1.25 10 119.9999 17 0225 8.21 47.6 1.442 0 9468083 0 10 6 1.4• 0.1371 0225 8.21 24.7 1.25 lx(us.Tee Br)=7.43 2.64 119.9999 18.4 0222 7.13 72.3 1.442 lx(us.90)=3.72 11.15 9468083 0.5 13.79 6 4.1 0.2972 0222 7.13 0 2 13 119.9999 23 0221 7.13 72.3 2.157 0 9468083 0 13 6 0.5 0.0418 0 0221 7.13 73 2 13 119.9999 23.5 1 0220 7.13 145.3 2.157 0 9468083 0 13 6 2 0.1525 0220 25.5 Path No: 6 E31 0 5.6 23.8 1 lx(us.Tee-Br)=5 8.21 119.9999 18.1 • 0243 8.21 23.8 1.049 5 9468083 -3.6 13.21 6 2.4 0.1789 0243 16.9 Path No: 7 E22 0 5.6 23.9 1 lx(us.Tee-Br)=5 8.21 119.9999 18.2 0226 8.21 23.9 1.049 5 9468083 -3.6 13.21 6 2.4 0.1802 0226 17 i File:C:\Autodesk\Save Files\31-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright 0 2002-2012 Tyco Fire Protection Products Page 38 Job:Terrace Glen Hydraulic Calculations PIPE INFORMATION illNode 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/psir ) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 8 E24 0 5.6 23.9 1 1x(us.Tee-Br)=5 8.21 119.9999 18.3 0238 8.21 23.9 1.049 5 9468083 -3.6 13.21 6 2.4 0.181 0238 8.21 0 1.25 9 119.9999 17.1 0236 8.21 23.9 1.442 0 9468083 0 9 6 0.3 0.0384 0236 8.21 24.1 1.25 10 119.9999 17.5 0234 8.21 48.1 1.442 0 9468083 0 • 0.1398 1.4 0234 8.21 24.9 1.25 lx(us.Tee Br)=7.43 10 6 2.64 119.9999 18.9 0221 7.13 73 1.442 lx(us.90)=3.72 11.15 9468083 0.5 13.79 6 4.2 0.3031 0221 23.5 Path No: 9 E25 0 5.6 24.1 1 lx(us.Tee-Br)=5 8.21 119.9999 18.6 0236 8.21 24.1 1.049 5 9468083 -3.6 13.21 6 2.4 0.1838 0236 17.5 Path No: 10 E23 0 5.6 24.7 1 lx(us.Tee-Br)=5 8.21 119.9999 19.4 0225 8.21 24.7 1.049 5 9468083 -3.6• 13.21 6 2.5 0.1914 0225 18.4 Path No: 11 E26 0 5.6 24.9 1 lx(us.Tee-Br)=5 8.21 119.9999 19.8 0234 8.21 24.9 1.049 5 9468083 -3.6 13.21 6 2.6 0.1952 0234 18.9 ill File:C:1Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright®2002-2012 Tyco Fire Protection Products Page 39 Job:Terrace Glen 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) * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 21.96 ft/s occurs in the following pipe(s): (0212-0-0220), (0211-0-0212-I), (0210-0211-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:\Autodesk\Save Filesl31-1530_1_26560 015069c9.sv$ Date 12/17/2021 Copyright 0 2002-2012 Tyco Fire Protection Products Page 40 Job:Terrace Glen Device Graphs Pressure vs. Fl Function 9; Supply Ref.:ow W1; Supply Name:Wi • Design Area: sa I __ ; 60- i 45_ 15,— C. n m m e , Flow.gpm • Pressure Loss Function Design Area: 9; BFP Ref.: 3918 (Febco850, Size = 6); Inlet Node: 0299-I; Outlet Node: 0299-0 5.0?il i 2.9 psi C 250 1 gpm ` _ I A A e § I § s s Flow,gpm - - • File:C:Wutodesk1Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright®2002-2012 Tyco Fire Protection Products Page 41 Job:Terrace Glen Device Graphs Pressure Loss Function 410 Design Area: 9; Valve Ref.: 3916 (BFV-N, Size = 2.5); Inlet Node: 0211-I; Outlet Node: 0211-0 56ti- -.. 7 n 1.6 psi @ 250.1 gpm • Obli • 4 v _ a Flow,gpm • Pressure Loss Function Design Area: 9; Valve Ref.: 3917 (CV-1F Check, Size = 2.5); Inlet Node: 0212-I; Outlet Node: 0212-0 _ • 3 5- �.s __. -.... __.. ._.. 2psi o 250.1 gpm _..... a � c.` • Flow,gpm • File:C:Wutodesk1Save Files131-1530_1_26560 015069c9.sv$ Date 12/17/2021 Copyright®2002-2012 Tyco Fire Protection Products Page 42 • TUALATIN VALLEY WATER DISTRICT Test#: 1483 FIRE HYDRANT FLOW TEST REPORT Hydrant ID #: FH101131 Location: SW Greenburg Rd &Summit Dr Date: 9/16/2021 Test made by: JP/ PV Witness: Time: 9:50 AM Project name: Discharge coefficient: .54816 Inside dia. of outlet= 4.5 inches Pitot reading = 35 psi Pitot 2 = 0 psi Observed flow rate = 1958.3 gpm Flow method: HOSE MONSTER Static pressure: 80 psi Residual pressure: 67 psi • Flow at 20psi residual pressure (calculated): 4472 gpm NA Location map: To be attached to test report and to show which hydrants were °9/16/2021 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: FH101131 2021 MUELLER see map for location Read hydrant: FH101132 2021 MUELLER see map for location Remarks: Greenburg 12"disconnected at Hall Blvd from 24" MODEL RESULTS: Read Hydrant 20 PSI Residual, 4873 GPM (9987 GPM if connected at hall) ASSUMPTIONS: Maximum 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. • • i • / Ilia 1/2-2021 w°SW SW SUMMIT DR GREENBURG RD V r READ ! o . 4'1 9500 SW m a a GREENBURG RD ci / t/ f.D / lc —id 12"CY s/ / / �I ,-c. t 9510 SW / GREENBURG RD APPROVED / RS / iIVGT TEST DATE 9-16-2021 TEST TIME 9:50 AM o PREFORMED BY PV/ JP I gm FLOW i . STATIC 80 9640 SW GREENBURG R❑ RESIDUAL 67 PITOT 35 / HOSE MON SIZE 4-1/2 / FLOW HYn.YR 2021 / 'a /2-2021 MANUALLY RECORD STATIC, RESIDUAL, • RD 0AND PITOT WHEN STABLE EMAIL TO READ HYD.YR 2021 [447 } ZACH.LEMBERG@TVWD.ORG TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: Terrace.Glen Apartments.... Address: 4708 NE Minnehaha Street • Vancouver,WA.98661 IFAT*N 9640 SW Greenburg Road Ftwering Cosiness WorMwiGc Phone: 1-360-699-4403 11 Portland, Oregon 97132 License: PATRIFP099CF/CCB70822 Job#31-1530 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Tm TOLCO Component Listed Load Adjusted Load Maximum Brace Length 7 0 (2.134 m� P Diameter of Brace 1" Sch.40 Fig. 1001 Clamp 2015 lbs(914 kg) 1425 lbs(646 kg) Fig.980 Universal Swivel 2015 lbs(914 kg) 1425 lbs(646 kg) Type of Brace Sch. 10 See Fastener Information Angle of Brace 45° Min. *Calculation Based on CONCENTRIC Loading ------------------------ "Please Note.These calculations are for TOLCOTM'components only.Use of any 0 42" /11 mm) other components voids these calculations and the listing of the assembly. Least Rad.of Gyration ,,A,.. -.._ Seismic Brace Assembly Detail • UR Value 200 Max Horizontal Load 1310 lbs (594 kg)_ TOLCOFIG. 981 UNIVERSAL SWAY BRACE ATTACHMENT Fastener Information `• STEEL PIPE Orientation to Connecting Surface NFPA Type B (41 • '' Fastener • Type Dual Through-Bolts- Fig.90 . Diameter 1/2in. (13 mm) Length Minimum 4x Wood Member TOLCO FIG. 1001 FAST CLAMP Maximum Load 600 lbs (272 kg) . 40 Brace Identification on Plans Lateral 4"Main @ Attic Prying Factor N/A Lateral[X] Longitudinal[ ] 4-Way[ ] • Sprinkler System Load Calculation(Fpw=CpWp) 0.5 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4"(100 mm) Sch.10 40 ft(12.2 m) 40 ft(12.2 m) 11.78 lb/ft(17.53 kg/m) 471 lbs(214 kg) Subtotal Weight 471 lbs(214 kg) Wp(incl.15%) 542 lbs(246 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 271 lbs(123 kg) Sch.10 40 Maximum Fpw per 9.3.5.5.2(if applicable) 769 lb(348 kg) • (TOLBrace""Version 81 Use of TOLBrace°is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations Terrace Glen Apartments Job # 31-1530 • 9640 SW Greenburq Road F.T•N Powering Besrness wwtdwrdde Brace Identificati Lateral 4" Main @ Attic Brace Type (Per NFPA#13' NFPA Type Ype B Braced Pipe (ft) 4" Sch.10 Steel Pipe Spacing of Brace 40' 0" (12.19 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Lengtl 7' 0" (2.13 m) Slenderness Ratio used for Load Calcul 200 True Angle of Brace for Calculati 45° Type of Fastener 1/2 (13 mm) Dual Through-Bolts Perpendicular to Beam - Length of Fasten Minimum 4x Wood Member Summary of Pipe within Zone of Influence • 4.,Sch.10 Steel Pipe(101.6 mm) 140 ft(12.2 m) • • Allowance for Heads and Fitting 15% Conclusions Total Adjusted Load of Pipe in Zone of Inf 271 lbs (123 kq) Material Capacit' 1310 lbs (594 kq) Fastener Capacit' 600 lbs (272 kg) Fig. 1001 Clamp 1425 lbs (646 kg) Fiq.980 Universal Swivel 1425 lbs (646 kg) Structural Memb Wood Truss Calculations prepared I K. Kern The description of the Structural Member is for informational purposes only. TOLBraceTM software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace'8 Visit us at www.tolco com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: Terrace.Glen Apartments, Address: 4708 NE Minnehaha Street Vancouver,WA.98661 FaiN • 9640 SW Greenburg Road Phone: 1-360-G99-4403 Pam--- ---- ---- Portland, Oregon 97132 License: PATRIFP099CF/CCB70822 Job#31-1530 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0" (2.134 m) TOLCOTN Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig.4L Clamp 2015 lbs(914 kg) 1007 lbs(457 kg) Fig.980 Universal Swivel 2015 lbs(914 kg) 1007 lbs(457 kg) Type of Brace Sch. 10 See Fastener Information 30° Min. *Calculation Based on CONCENTRIC Loading Angle of Brace _.__._..__._ *Please Note:These calculations are for TOLCO TM components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail • UR Value 200 Max Horizontal Load 926 lbs (420 kg) TOLCO FIG.960 -------- - - UNIVERSAL SWAY BRACE ATTACHMENT .j_• Fastener Information STEEL PIPE Orientation to Connecting Surface N FPA Type D Fastener • Type Dual Through-Bolts- Fig.90 TOLCO FIG.4L /� PIPE CLAMP FOR I Diameter mm) SWAY BRACING.- -- ---- Length Minimum 4x Wood Member Maximum Load 565 lbs (256 kg) 4 Brace Identification on Plans Longitudinal 4"Main @ Attic Prying Factor N/A Brace Type Lateral[ ] Longitudinal[X] 4-Way[ ] • Sprinkler System Load Calculation(Fpw=CpWp) Cp= ----0.5- -- Diameter Type Length Total Length Weight Per Unit Length Total Weight 4"(100 mm) Sch. 10 80 ft(24.4 m) 80 ft(24.4 m) 11.78 lb/ft(17.53 kg/m) 942 lbs(427 kg) Subtotal Weight 942 lbs(427 kg) Wp(incl.15%) 1083 lbs(491 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 542 lbs(246 kg) 4" Sch.10 80 Maximum Fpw per 9.3.5.5.2(if applicable) N/A (TOLBrace°d Version 81 Use of TOLBrace"is subject to terms and conditions per the end user license agreement 10 TOLBraceTM Seismic Calculations Terrace Glen Apartments Job# 31-1530 9640 SW Greenburq Road B- 111 Powering 8usiress Wafdwide Brace Identificati Longitudinal 4" Main @ Attic Brace Type (Per NFPA#13; NFPA Type D Braced Pipe (ft) 4" Sch.10 Steel Pipe Spacing of Brace 80' 0" (24.38 m) Orientation of Brace Longitudinal Bracing Material 1" Sch.40 Maximum Brace Lengt( 7' 0" (2.13 m) Slenderness Ratio used for Load Calcul 200 True Angle of Brace for Calculati 30° Type of Fastener 3/4 (19 mm) Dual Through-Bolts Perpendicular to Beam - Length of Fasten Minimum 4x Wood Member Summary of Pipe within Zone of Influence • 4..Sch.10 Steel Pipe(101.6 mm) 18011(24.4 m) • • Allowance for Heads and Fitting 15% Conclusions Total Adjusted Load of Pipe in Zone of Inf 542 lbs (246 kg) Material Capacit' 926 lbs (420 kg) Fastener Capacit' 565 lbs (256 kg) Fig. 4L Clamp 1007 lbs (457 kg) Fiq.980 Universal Swivel 1007 lbs (457 kg) Structural Memb Wood Truss Calculations prepared 1 K. Kern *The description of the Structural Member is for informational purposes only. TOLBrace'°software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBracee'8 Visit us at www.tolco.com • TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: Terrace Glen Apartments Address: 4708 NE Minnehaha Street • A • Vancouver,WA.98661 �-T i 9640 SW Greenburg Road N Powering• Easiness ilbddmde ___ ...... Phone: 1-360-699-4403 License: PATRIFP099CF/CCB70822 Portland, Oregon 97132 i Job#31-1530 • Calculations based on 2016 NFPA Pamphlet413 Brace Information TOLCOTM Brace Components Maximum Brace Length ' On m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig.3000 Clamp 1000 lbs(454 kg) 500 lbs(227 kg) Fig.980 Universal Swivel 2015 lbs(914 kg) 1007 lbs(457 kg) Type of Brace CPVC____ See Fastener Information 30° Min. -Calculation Based on CONCENTRIC Loading Angle of Brace .__._..._._._...._... 'Please Note:These calculations are for TOLCOTM components only.Use of any 0.42" (11 mm) other components voids these calculations and the listing of the assembly. Least Rad.of Gyration Seismic Brace Assembly Detail • LIR Value 200 Max Horizontal Load 926 lbs (420 kg) ToLco FIG seo _....._. UNIVERSAL SWAY ti` BRACE ATTACHMENT 1 Fastener Information TOLCO FIG.3003---', • Orientation to ConnectingNFPAT e D SWAY BRACE Surface yp _ _, ATTACHMENT \. i Fastener • Type Lag-Screw__-- t,.,. �F —STEEL PIPE • Diameter 3/8in. Al f`'( f% Length 3-1/2in. ` t Maximum Load 170 lbs (77 kg) Brace Identification on Plans Laterial 1-1/4"CPVC @ L5 Prying Factor N/A . Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw=CpWp) 0.5 Diameter Type Length Total Length Weight Per Unit Length Total Weight 1.25"(32 mm) CPVC 40 ft(12.2 m) 40 ft(12.2 m) 1.079031 lb/ft(1.61 kg/m) 43 lbs(20 kg) 1"(25 mm) CPVC 250 ft(76.2 m) 250 ft(76.2 m) 0.674355 lb/ft(1 kg/m) 169 lbs(77 kg) Subtotal Weight 212 lbs(96 kg) Wp(incl.15%) 244 lbs(111 kg) Main Size TypelSch. Spacing(ft) I Total(Fpw) 122 lbs(55 kg) 1.25" CPVC 40 Maximum Fpw per 9.3.6.5.2(if applicable) 26 lb(11 kg) (TOLBrace"'Version el Use of TOLBrace''is subject to terms and conditions per the end user license agreement TOLBrace' Seismic Calculations Terrace Glen Apartments Job#31-1530• 9640 SW Greenburq Road Er- l T •N Powe ng Buswess MAW* Brace Identificati Laterial 1-1/4" CPVC @ L5 Brace Type (Per NFPA#13; NFPA Type D Braced Pipe (ft) 1.25" CPVC Spacing of Brace 40' 0" (12.19 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace LengtF 7' 0" (2.13 m) Slenderness Ratio used for Load Calcul 200 True Angle of Brace for Calculati 30° Type of Fastener 3/8in. x 3-1/2in. Laq-Screw • Length of Fasten 3-1/2in. Summary of Pipe within Zone of Influence • 1.25"CPVC(31.75 mm) 40 ft(12.2 m) 1"CPVC(25.4 met) 250 ft(76.2 m) • • Allowance for Heads and Fitting 15% Conclusions Total Adjusted Load of Pipe in Zone of Inf 122 lbs (55 kg) Material Capacity 926 lbs (420 kg) Fastener Capacit 170 lbs (77 kg) Fig. 3000 Clamp 500 lbs (227 kg) Fiq.980 Universal Swivel 1007 lbs (457 kg) Structural Memb Wood Beam Calculations prepared I K. Kern `The description of the Structural Member is for informational purposes only. TOLBraceTM software calculates the brace assembly only,not the structure it is attached to. Calculated with fOLBrace'"8 Visit us at www.tolco.com 40