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ha ' s �0xl_ 00DI 9(0s-e Gr�,byr,5 a LYVER ENGINEERING AND DESIGN 7950 SE 106th, Portland, Oregon 97266 Ph: 503.705.5283 Fax: 503.482,7449 TroyL@Lyver-EAD.com www.Lyver-EAD.com Design for; RECEIVED Patriot Fire Protection FEB 2 2tI2Z CITY OF TIGARD Terrace Glen BUILDING DIVISION West Building Fire Sprinkler Design and Analysis `t s-0 ,9640 SW Greenburg Road Portland, Oregon 97223 These calculations are for the fire sprinkler design and detailing of • a The Terrace Glen West 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. II 1 1 r'l''' fm( 3-p • ' ..., `� 9 2a°,i EXPIRES: DEC 31,20 Job Number 21 -280 December 28, 2021 • • CALCULATION SUMMARY Project Name:Terrace Glen Project Location: 9460 SW Greenburg 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 (h°) (9Pm) (Psi) (gPm/f°) (Psi) (gPm) 2 (gyro) (Psi) 3 Demand(FM!) Light Hazard 1680 275 Required 0.104 19.9 25 7 100 21.4 58.3 4 Demand(HW) Light Hazard 1560 315.6 Required 0.118 7.6 15.4 12 100 22.3 57.3 • • File:C:\Autodesk\Save Files131-1530_1_26560_015069c9.s4 Date 12/17/2021 Copyright 0 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.kern@patriotfire.com Name of Designer: K.Kern Authority Having Jurisdiction: 1VFR/City of Tigard Building Department Design • Remote Area Name 3 Remote Area Location West Building Attic Occupancy Classification Light Hazard Density(gpm/fte) 0.104 Area of Application(ft') 1680 • Coverage per Sprinkler(ft') 240 Number of Calculated Sprinklers 7 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 275 • Required Pressure at Source(psi) 58.3 Type of System Dry Volume-Entire System (gal) 3510.3 gal Water Supply Information Date 9-16-21 Location SW GREENBURG RD&SW SUMMIT DR. Source W1 Notes 7DD+2AH • File:C:lAutodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright*2002-2012 Tyco Fire Protection Products Page 2 Job:Terrace Glen Hydraulic Analysis for : 3 • 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 Pressure Pressure (psi) (psi) (913m) (psi) (9Pm) (Psi) • Wl 80 20 4472 79.9 275 58.3 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) 175 InRack Sprinkler Flow(gpm) 0 • Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 175 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 58.3 W1 -Flow(gpm) 175 Demand w/o System Pump(s) N/A • File:C:1Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright 02002-2012 Tyco Fire Protection Products Page 4 • Job Terrace Glen Hydraulic Analysis for : 3 ■toe,aI Asmrn Oovmd el NM w.wvc a 51501400.1050.050 110 i 10, i ail 3 ~1 i �� F • 0 1500 EN 2005 WOO We i® 1-9013 Flew,gpn File:C:Wutooesk\Save Files131-1530 1 26560_015069c9.sv$ Date 12/17/2021 Copyright 02002-2012 Tyco Fire Protection Products Page 5 • I Job:Terrace Glen Hydraulic Analysis for : 3 • 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 20.3 D2 System Demand 175 58.3 D3 System Demand+Add.Out.Hose 275 58.3 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 79.8 223 21.4 275 • Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psiY2) (gpm/ft5) (gpm) (psi) (gpm/ft=) (gpm) (psi) 20 Overhead 240 5.6 0.1 24 19.9 0.104 25 19.9 III Sprinkler 21 Overhead 240 5.6 0.1 24 19.9 0.104 25 19.9 Sprinkler 22 Overhead 240 5.6 0.1 24 19.9 0.104 25 19.9 Sprinkler 23 Overhead 240 5.6 0.1 24 19.9 0.104 25 19.9 Sprinkler • 24 Overhead Sprinkler 240 5.6 0.1 24 19.9 0.104 25 19.9 25 Overhead 240 5.6 0.1 24 19.9 0.104 25 20 Sprinkler 26 Overhead 240 5.6 0.1 24 19.9 0.104 25 20 Sprinkler • File:C:.Autodesk1Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright 0 2002-2012 Tyco Fire Protection Products Page 6 Job:Terrace Glen Hydraulic Calculations/Fluid Delivery lime 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 h gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 0297 Node 54.9 -3.5 NODE 0 0298 Node 55 -3.5 NODE 0 0299-I Node 58.2 -3.5 NODE 0 0299-0 Node 55 -3.5 NODE 0 0300 Node 58.3 -3.5 NODE 0 0302 Node 54.3 -3.5 NODE 0 • 0323-I Node 45.3 11.83 NODE -6.6 0323-0 Node 45.2 11.83 NODE -6.6 0641 Node 43.3 15.83 NODE -8.4 1129 Node 28.7 38 NODE -18 1130 Node 24.1 • 46.92 NODE -21.8 1179 Node 18.9 52.17 NODE -24.1 1180 Node 18.9 52.17 NODE -24.1 1181 Node 18.8 52.17 NODE -24.1 1182 Node 18.8 52.17 NODE -24.1 • 1183 Node 18.8 52.17 NODE -24.1 1184 Node 18.8 52.17 NODE -24.1 1185 Node 18.8 52.17 NODE -24.1 20 Overhead Sprinkler 5.6 25 240 19.9 19.9 43.42 HEAD Open 1 0.104 -20.3 24 21 Overhead Sprinkler 5.6 25 240 19.9 19.9 43.42 HEAD Open 1 0.104 -20.3 24 22 Overhead Sprinkler 5.6 25 240 19.9 19.9 43.42 HEAD Open 1 0.104 -20.3 24 23 Overhead Sprinkler 5.6 25 240 19.9 19.9 43.42 HEAD Open 1 0.104 -20.3 24 24 Overhead Sprinkler 5.6 25 240 19.9 19.9 43.42 HEAD Open 1 0.104 -20.3 24 25 Overhead Sprinkler 5.6 25 240 20 19.9 43.42 HEAD Open 1 0.104 -20.3 24 • 26 Overhead Sprinkler 5.6 25 240 20 19.9 143.42 HEAD Open 1 0.104 -20.3 24 File:C:1Autodesk\Save Files131-1530_1_26560 015069c9.sv$ Date 12/17/2021 Copyright C 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/psit/z gpm ft2 psi psi ft gpm gpm/ft2 psi gpm W1 Supply 58.3 -3.5 SUPPLY -175 0 • . • File:C:Viutodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright®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/psis) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 20 43.42 5.6 25 1 lx(us.Tee-Br)=5 8.75 119.9999 19.9 1185 52.17 25 1.049 5 9468083 -3.8 13.75 6 2.7 0.1957 1185 52.17 0 4 6 119.9999 18.8 1184 52.17 25 4.26 0 9468083 0 6 6 0 0.0002 1184 52.17 25 4 6 119.9999 18.8 1183 52.17 50 4.26 0 9468083 0 • 6 6 0 0.0008 1183 52.17 25 4 6 119.9999 18.8 1182 52.17 74.9 4.26 0 9468083 0 6 6 0 0.0016 1182 52.17 25 4 6 119.9999 18.8 1181 52.17 99.9 4.26 0 9468083 0 6 6 0.0 0.0028 • 1181 52.17 25 4 6119.9999 18.8 1180 52.17 124.9 4.26 0 9468083 0 6 6 0.0 0.0042 1180 52.17 25 4 6 119.9999 18.9 1179 52.17 150 4.26 0 9468083 0 6 6 0.0 0.0059 1179 52.17 25 4 8x(us.90)=105.34 194.42 119.9999 18.9 0 1130 46.92 175 4.26 3x(us.Tee-Br)=79 184.34 9468083 2.3 378.76 6 3 0.0078 1130 46.92 0 2.5 8.92 119.9999 24.1 1129 38 175 2.635 0 9468083 3.9 8.92 6 0.7 0.0812 1129 38 0 2 2x(BM.Tee-Run)=2 22.17 149.9999 28.7 0641 15.83 175 2.003 2 9764601 9.6 24.17 2 4.9 0.2041 0641 15.83 0 4 lx(coupling)=1.32 4.97 119.9999 43.3 0323-0 11.83 175 4.26 lx(us.Tee-Br)=26.33 27.65 9468083 1.7 32.62 6 0.3 0.0078 0323-0 11.83 0 4 0.38 0 45.2 BFV-N 0323-I 11.83 175 0 0 0.2325 0 *** 0.38 0.1 0323-1 11.83 0 4 8x(us.90)=105.34 139.77 119.9999 45.3 . 0302 -3.5 175 4.26 2x(us.Tee-Br)=52.67 163.27 9468083 6.6 lx(us.45)=5.27 303.04 6 2.4 0.0078 File:C:'Autodesk\Save Files131-1530_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/psiVz) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 0302 -3.5 0 4 lx(us.Tee-Br)=36.66 57.64 139.9999 54.3 0297 -3.5 175 4.3 36.66 9952093 0 94.3 2 0.5 0.0056 0297 -3.5 0 6 lx(us.45)=12.1 146.33139.9999 54.9 0298 -3.5 175 6.4 12.1 9952093 0 158.43 2 0.1 0.0008 0298 -3.5 0 8lx(coupling)=3.52 3.97 139.9999 55 0299-0 -3.5 175 8.55 3.52 9952093 0 • 7.49 2 0 0.0002 0299 0 3.5 0 6 4.67 0 55 Febco850 0299-I -3.5 175 0 0 0.6932 0 *** 4.67 3.2 0299-I -3.5 0 8 lx(us.Tee-Br)=61.64 50.79 139.9999 58.2 0300 -3.5 175 8.55 61.64 9952093 0 112.43 2 0.0 0.0002 ill0300 -3.5 0 12 425.29 139.9999 58.3 W1 -3.5 175 12.64 0 9952093 0 425.29 2 0.0 0.0000 W1 58.3 Path No: 2 21 43.42 5.6 25 1 lx(us.Tee-Br)=5 8.75 119.9999 19.9 1184 52.17 25 1.049 5 9468083 -3.8 • 13.75 6 2.7 0.1958 1184 18.8 Path No: 3 22 43.42 5.6 25 1 lx(us.Tee-Br)=5 8.75 119.9999 19.9 1183 52.17 25 1.049 5 9468083 -3.8 13.75 6 2.7 0.1958 1183 18.8 Path No: 4 23 43.42 5.6 25 1 lx(us.Tee-Br)=5 8.75 119.9999 19.9 1182 52.17 25 1.049 5 9468083 -3.8 13.75 6 2.7 0.1959 1182 18.8 • File:C:\Autodesk\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 • 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: 5 24 43.42 5.6 25 1 lx(us.Tee-Br)=5 8.75 119.9999 19.9 1181 52.17 25 1.049 5 9468083 -3.8 13.75 6 2.7 0.196 1181 18.8 Path No: 6 25 43.42 5.6 25 1'1x(us.Tee-Br)=5 8.75 119.9999 20 1180 52.17 25 1.049 5 9468083 -3.8 13.75 6 2.7 • 1180 0.1962 18.9 Path No: 7 26 43.42 5.6 25 1 lx(us.Tee-Br)=5 8.75 119.9999 20 1179 52.17 25 1.049 5 9468083 -3.8 13.75 6 2.7 0.1965 • 1179 18.9 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17.82 ft/s occurs in the following pipe(s): (0641-1129) *** 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:lAutodesk\Save Filesl31-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright 0 2002-2012 Tyco Fire Protection Products Page 11 Job:Terrace Glen Device Graphs Pressure vs. Flow Function • 40 Design Area: 3; Supply Ref.:W1; Supply Name:W1 33- 30-. 70-. 63- {— ul 55 c i--_-_ _. a5_ .. N N 40- a - i 35 .. • • 10= C- Flow,gpm • Pressure Loss Function Design Area: 3; BFP Ref.: 3916 (Febco850, Size = 6); Inlet Node: 0299-I; Outlet Node: 0299-0 • eo5. • 32 psi @ 175gpm) 41 1.1 C. a 2.e3- 1.05-. _..... 005- ._.... Flow,gpm • File:C:'Autodesk\Save Files131-1530_126560_015069c9.sv$ Date 12/17/2021 Copyright©2002-2012 Tyco Fire Protection Products Page 12 Job:Terrace Glen Device Graphs Pressure Loss Function • Design Area: 3; Valve Ref.: 3913 (BFV-N, Size = 4); Inlet Node: 0323-I; Outlet Node: 0323-0 4.428-......._...._...... 3.928- 3.42 B- 2.928. _.. _ --. ....... --__ .._... _... a I928... 1.428- - ...____.. _...______ ,_._ , 0.928. _ .... • 0.42s[ 0.1 psi i 175 gpml--_ __- ; Flow,gpm r • • • File:C:\Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright 02002-2012 Tyco Fire Protection Products Page 13 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 4 Remote Area Location West Building Attic Occupancy Classification Light Hazard Density(gpm/ft') 0.118 Area of Application(ft') 1560 • Coverage per Sprinkler(ft') 130 Number of Calculated Sprinklers 12 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 315.6 111 Required Pressure at Source(psi) 57.3 Type of System Dry Volume-Entire System (gal) 3502.4 gal Water Supply Information Date 9-16-21 Location SW GREENBURG RD&SW SUMMIT DR. Source VU1 Notes All AH • File:C:\Autodesk\Save Files\31-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright®2002-2012 Tyco Fire Protection Products Page 14 Job:Terrace Glen Hydraulic Analysis for : 4 • 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 m (psi) (psi) (gP ) (psi) • Wl 80 20 4472 79.8 315.6 57.3 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) 215.6 InRack Sprinkler Flow(gpm) 0 • Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 215.6 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 57.3 W1 -Flow(gpm) 215.6 Demand w/o System Pump(s) N/A • File:C:1Autodesk\Save Files\31-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright©2002-2012 Tyco Fire Protection Products Page 16 • Job Terrace Glen Hydraulic Analysis for: 4 l■%rsrr-SAaeM o.w,a.n.s.aims. Aare+iSYC. 3 TO- 1,22i _ _... aui w o you moo zxo Son an; a-m aue smc Flow,apm File:C:Wutodesk\save Files131-1530_1 26560_015069c9.s4 Date 12/17/2021 Copyright®2002-2012 Tyco Fire Protection Products Page 17 • Job:Terrace Glen • Hydraulic Analysis for : 4 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 24.1 D2 System Demand 215.6 57.3 D3 System Demand+Add.Out.Hose 315.6 57.3 Curve Intersections &Safety Margins Intersection Safety Margin Curve Name Pressure psi Flow gm Pressure(p ) (gp ) (psi) @ Flow (gpm) Supply 79.6 284.9 22.3 315.6 • Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/ps0/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 40 Sprinkler Overhead 130 5.6 0.1 13 7.6 0.118 15.4 7.6 • 41 Overhead 130 5.6 0.1 13 7.6 0.119 15.5 7.7 Sprinkler 42 Overhead 130 5.6 0.1 13 7.6 0.123 16 8.2 Sprinkler 43 Overhead 130 5.6 0.1 13 7.6 0.132 17.1 9.4 Sprinkler • 44 Overhead Sprinkler 130 5.6 0.1 13 7.6 0.139 18.1 10.4 45 Overhead 130 5.6 0.1 13 7.6 0.141 18.3 10.7 Sprinkler 46 Overhead 130 5.6 0.1 13 7.6 0.142 18.5 10.9 Sprinkler 47 Overhead 130 5.6 0.1 13 7.6 0.146 19 11.5 Sprinkler 48 Overhead 130 5.6 0.1 13 7.6 0.155 20.1 12.9 Sprinkler 49 Overhead Sprinkler 130 5.6 0.1 13 7.6 0.145 18.9 11.4 50 Overhead 130 5.6 0.1 13 7.6 0.146 19 11.5 Sprinkler 51 Overhead 130 5.6 0.1 13 7.2 0.152 19.7 12.4 Sprinkler i - File:C:lAutodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright C 2002-2012 Tyco Fire Protection Products Page 18 Job:Terrace Glen Hydraulic Calculations I Fluid Delivery lime 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' gpm ft2 psi psi gpm gpm/ft2 psi gpm 40 Overhead Sprinkler 5.6 15.4 130 7.6 7.6 46.42 HEAD Open 2.4 0.118 -21.6 13 41 Overhead Sprinkler 5.6 15.5 130 7.7 7.6 46.42 HEAD Open 2.5 0.119 -21.6 13 42 Overhead Sprinkler 5.6 16 130 8.2 7.6 46.42 HEAD Open 3 0.123 -21.6 13 43 Overhead Sprinkler 5.6 17.1 130 9.4 7.6 46.42 HEAD Open 4.1 0.132 -21.6 13 44 Overhead Sprinkler 5.6 18.1 130 10.4 7.6 46.42 HEAD Open 5.1 0.139 -21.6 13 45 Overhead Sprinkler 5.6 18.3 130 10.7 7.6 52.17 HEAD Open 5.3 0.141 -24.1 13 • 46 Overhead Sprinkler 5.6 Open 18.5 130 10.9 0.142 -24.1 7.6 52.17 HEAD 5.5 13 49 Overhead Sprinkler 5.6 18.9 130 11.4 7.6 46.42 HEAD Open 5.9 0.145 -21.6 13 47 Overhead Sprinkler 5.6 19 130 11.5 7.6 52.17 HEAD Open 6 0.146 -24.1 13 50 Overhead Sprinkler 5.6 19 130 11.5 7.6 46.42 HEAD Open 6 0.146 -21.6 13 51 Overhead Sprinkler 5.6 19.7 130 12.4 7.2 e46.42 HEAD Open 6.7 0.152 -21.6 13 48 Overhead Sprinkler 5.6 20.1 130 12.9 7.6 52.17 HEAD Open 7.1 0.155 -24.1 13 1171 Node 10.6 46.42 NODE -21.6 1168 Node 12.9 52.17 NODE -24.1 1167 Node 12.9 52.17 NODE -24.1 • 1165 Node 12.9 52.17 NODE -24.1 1170 Node 14.3 46.42 NODE -21.6 1175 Node 14.9 46.42 NODE -21.6 1130 Node 19.5 46.92 NODE -21.8 1129 Node 24.4 38 NODE -18 0641 Node 41.3 15.83 NODE -8.4 0323-0 Node 43.4 11.83 NODE -6.6 0323-I Node 43.5 11.83 NODE -6.6 0302 Node 53.6 -3.5 NODE 0 • 0297 Node 54.1 -3.5 NODE 0 File:C:\Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright®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/psiVz gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 0298 Node 54.3 -3.5 NODE 0 0299-0 Node 54.3 -3.5 NODE 0 0299-I Node 57.2 -3.5 NODE 0 0300 Node 57.2 -3.5 NODE 0 W1 Supply -215.6 57.3 -3.5 SUPPLY 0 • • • • File:C:1Autodesk1Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright®2002-2012 Tyco Fire Protection Products Page 20 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/ps8/2) (gp(n) (in) (ft) (ft) (psi) (psi) Path No: 1 40 46.42 5.6 15.4 1.5 13 119.9999 7.6 41 46.42 5.6 15.4 1.61 0 9468083 0 13 6 0.1 0.0099 41 46.42 5.6 15.5 1.5 13 119.9999 7.7 42 46.42 5.6 30.9 1.61 0 9468083 0 13 6 0.5 0.0361 42 46.42 5.6 16 1.5 lx(us.90)=4 11.38 119.9999 8.2 43 46.42 5.6 46.9 1.61 4 9468083 0 • 0.0781 1.2 43 46.42 5.6 17.1 1.5 lx(us.Tee-Br)=8 15.37 6 1.25 119.9999 9.4 1171 46.42 64.1 1.61 8 9468083 0 9.25 6 1.3 0.139 1171 46.42 18.1 1.5 lx(us.90)=4 12.69 119.9999 10.6 1170 46.42 82.1 1.61 4 9468083 0 16.69 6 3.7 0.2202• 1170 46.42 0 2 lx(us.Tee-Br)=10 5.75 119.9999 14.3 1168 52.17 82.1 2.067 10 9468083 -2.5 15.75 6 1 0.0652 1168 52.17 0 4 4.88 119.9999 12.9 48 52.17 5.6 82.1 4.26 0 9468083 0 4.88 6 0 0.0019 48 52.17 5.6 20.1 4 4.5 119.9999 12.9 4111 1167 52.17 102.2 4.26 0 9468083 0 4.5 6 0.0 0.0029 1167 52.17 55.7 4 7.5 119.9999 12.9 1165 52.17 158 4.26 0 9468083 0 7.5 6 0.0 0.0065 1165 52.17 57.6 4 8x(us.90)=105.34 186.24 119.9999 12.9 1130 46.92 215.6 4.26 3x(us.Tee-8r)=79 184.34 9468083 2.3 370.58 6 4.3 0.0115 1130 46.92 0 2.5 8.92 119.9999 19.5 1129 38 215.6 2.635 0 9468083 3.9 8.92 6 1.1 0.1194 1129 38 0 2 2x(BM.Tee-Run)=2 22.17 149.9999 24.4 0641 15.83 215.6 2.003 2 9764601 9.6 24.17 2 7.3 0.3004 • 0641 15.83 0 4 lx(coupling)=1.32 4.97 119.9999 41.3 0323-0 11.83 215.6 4.26 lx(us.Tee-Br)=26.33 27.65 9468083 1.7 32.62 6 0.4 0.0115 File:C:Wutodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copynght®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) (gpm/psi'h) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 0323-0 11.83 0 4 0.38 0 43.4 BFV-N 0323-I 11.83 215.6 0 0 0.3453 0 *** 0.38 0.1 0323-I 11.83 0 4 8x(us.90)=105.34 139.77 119.9999 43.5 0302 -3.5 215.6 4.26 2x(us.Tee-Br)=52.67 163.27 9468083 6.6 lx(us.45)=5.27 303.04 6 3.5 0.0115 0302 -3.5 0 4 57.64 139.9999 53.6 0297 -3.5 215.6 4.3 0 9952093 0 57.64 2 0.5 ID 0.0083 0297 3.5 0 6 lx(us.45)=12.1 146.33 139.9999 54.1 0298 -3.5 215.6 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 54.3 0299-0 -3.5 215.6 8.55 3.52 9952093 0 7.49 2 0 0.0003 • 0299-0 -3.5 0 6 4.67 0 54.3 Febco850 0299-I -3.5 215.6 0 0 0.6241 0 *** 4.67 2.9 0299-I -3.5 0 8 lx(us.Tee-Br)=61.64 50.79 139.9999 57.2 0300 -3.5 215.6 8.55 61.64 9952093 0 112.43 2 0.0 0.0003 0300 -3.5 0 12 425.29 139.9999 57.2 W1 -3.5 215.6 12.64 0 9952093 0 425.29 2 0.0 • W1 0.0000 57.3 Path No: 2 44 46.42 5.6 18.1 1.5 lx(us.Tee-Br)=8 8.75 119.9999 10.4 1171 46.42 18.1 1.61 8 9468083 0 16.75 6 0.2 0.0133 1171 10.6 • File:C:lAutodesk\Save Filesl31-1530_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/psi'/2) (gpm) (in) (ft) (It) (Psi) (Psi) Path No: 3 45 52.17 5.6 18.3 1.5 lx(us.90)=4 9 119.9999 10.7 46 52.17 5.6 18.3 1.61 4 9468083 0 13 6 0.2 0.0137 46 52.17 5.6 18.5 1.5 lx(us.90)=4 9119.9999 10.9 47 52.17 5.6 36.8 1.61 4 9468083 0 13 6 0.6 0.0497 47 52.17 5.6 19 1.5 lx(us.Tee-Br)=8 4.81 119.9999 11.5 1167 52.17 55.7 1.61 8 9468083 0 S 12.81 6 1.4 0.1075 1167 12.9 Path No: 4 49 46.42 5.6 18.9 1.5 10 119.9999 11.4 50 46.42 5.6 18.9 1.61 0 9468083 0 10 6 0.1 0.0145 0 50 46.42 5.6 19 1.5 lx(us.90)=4 12.62 119.9999 11.5 51 46.42 5.6 37.9 1.61 4 9468083 0 16.62 6 0.9 0.0526 51 46.42 5.6 19.7 1.5 lx(us.90)=4 17.81119.9999 12.4 1175 46.42 57.6 1.61 4 9468083 0 21.81 6 2.5 0.1142 1175 46.42 0 2 lx(us.Tee-Br)=10 5.75119.9999 14.9 4111 1165 52.17 57.6 2.067 15.75 10 9468083 -2.5 6 0.5 0.0338 1165 12.9 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 21.95 ft/s occurs in the following pipe(s): (0641-1129) *** 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. ill File:C:1Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright©2002-2012 Tyco Fire Protection Products Page 23 Job:Terrace Glen Device Graphs Pressure vs. Flow Function • Design Area: 4; Supply Ref.: W1; Supply Name:W1 so- 85- 80- 65-_.. .E 55= - 50= 0 45_ tol m 40_._ so. 25- _. _.. .... _.._ .. __. 20- • 10 5_04 Flow,g pm • Pressure Loss Function Design Area: 4; BFP Ref.: 3916 (Febco850, Size = 6); Inlet Node: 0299-I; Outlet Node: 0299-0 c_ • _ s ci °L"- 2.9 psi @2156gpm a ' 33 ins- i C05- _._.._.. 8 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 24 Job:Terrace Glen Device Graphs Pressure Loss Function • Design Area: 4; Valve Ref.: 3913 (BFV-N, Size = 4); Inlet Node: 0323-I; Outlet Node: 0323-0 4.428- 3.9282 _.... 3.828- 2.928- in Il 1.928. I � 1.4282 0.928- • aa2e- 0.1 Psi @ 215.6 gpm 0?. Flow,gpm . • File:C:Wutodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright®2002-2012 Tyco Fire Protection Products Page 25 0 CALCULATION SUMMARY Project Name:Terrace Glen Project Location: 9460 SW Greenburg Road Drawing No.:31-1530 Cily: 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 (Re) (gpm) (psi) (gpm/ft') (pall (gpm) # (gpm) (poll 6 Demand(HW) Light Hazard 680 177,3 Required 0.1 12 17 4 100 2.4 77.4 7 Demand(HW) Light Hazard 1040 255.7 Required 0.115 7.2 15 8 100 16.2 63.5 • s File:C'.64utodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 1 211 7/2 0 21 Copyright®2002-2012 Tyco Fire Protection Protluda 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.kern@patriotfire.com Name of Designer: K.Kern Authority Having Jurisdiction: 1VFR/City of Tigard Building Department Design • Remote Area Name 6 Remote Area Location West Building L4 Residential Occupancy Classification Light Hazard Density(gpm/ft') 0.1 Area of Application(ftr) 680 • Coverage per Sprinkler yr) 170 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 177.3 • Required Pressure at Source(psi) 77.4 Type of System Wet Volume-Entire System (gal) 3394.4 gal Water Supply Information Date 9-16-21 Location SW GREENBURG RD&SW SUMMIT DR. Source W1 Notes 4-head calc i File:C:1Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright C 2002-2012 Tyco Fire Protection Products Page 2 Job:Terrace Glen Hydraulic Analysis for : 6 • 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/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 Pressure Pressure (psi) (psi) (flPm) (psi) (gpm) (psi) W 1 80 20 4472 80 177.3 77.4 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) 77.3 InRack Sprinkler Flow(gpm) 0 • Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 77.3 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 77.4 W1 -Flow(gpm) 77.3 Demand w/o System Pump(s) N/A • File:C:1Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright e 2002-2012 Tyco Fire Protection Products Page 4 • Job Terrace Glen Hydraulic Analysis for: 6 i�scar acmm..cenan aa�.ou. S .0 uuaao alsose. 1x-- e O. 410 q fie 1 _ 1r_ •--'--- a3{t 0 lyx MA 81:0 3p(A 35fa aCW 49C9 SYYQ Flow,own File:C:1Autodesk\Save Flles131-1530_1_26560_015069c9.sv$ Dale 12/17/2021 Copynght®2002-2012 Tyco Fire Protection Products Page 5 • Job:Terrace Glen • Hydraulic Analysis for : 6 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 15.8 D2 System Demand 77.3 77.4 D3 System Demand+Add.Out.Hose 177.3 77.4 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (ps i)) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 80 79 2.4 177.3 • Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/ps11/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) Overhead W2 170 4.9 0.1 17 12 0.103 17.5 12.8 • Sprinkler W3 Overhead 170 4.9 0.1 17 12 0.1 17 12 Sprinkler W4 Overhead 170 4.9 0.1 17 12 0.114 19.5 15.8 Sprinkler WS Overhead 170 4.9 0.1 17 12 0.137 23.3 22.7 Sprinkler • • File:C:\Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright Ci 2002-2012 Tyco Fire Protection Products Page 6 Job:Terrace Glen Hydraulic Calculations/Fluid Delivery lime Analysis . Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpmpsi 2 psi ft gpm/psiV2 gpm gpm/ftz psi gpm 0119 Node 41.8 41.42 NODE -19.5 0297 Node 73.3 -3.5 NODE 0 0298 Node 73.3 -3.5 NODE 0 0299-I Node 77.4 -3.5 NODE 0 0299-0 Node 73.3 -3.5 NODE 0 0300 Node 77.4 -3.5 NODE 0 • 0302 Node 73.2 -3.5 NODE 0 0323-I Node 66.1 11.83 NODE -6.6 0323-0 Node 66 11.83 NODE -6.6 1365 Node 43.2 41.42 NODE -19.5 1382 Node 38.2 • 41.42 NODE -19.5 1388 Node 32.8 41.42 NODE -19.5 1389 Node 33.4 41.42 NODE -19.5 1391 Node 33.6 41.42 NODE -19.5 1503 Node 42.1 • 41.42 NODE -19.5 0641 Node 64.2 15.83 NODE -8.4 1358-I Node 50.3 41.42 NODE -19.5 1358-0 Node 49.9 41.42 NODE -19.5 1359-I Node 49.8 41.42 NODE -19.5 1359-0 Node 48.7 41.42 NODE -19.5 1360 Node 48.6 41.42 NODE -19.5 1363 Node 45.3 41.42 NODE -19.5 1415 Node 42.4 41.42 NODE -19.5 1418 Node 42.5 41.42 NODE -19.5 • 1470 Node 21.8 41.42 NODE -19.5 File:C:Wutodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright C 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�/x gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 1472 Node 14 41.42 NODE -19.5 1475 Node 9.8 41.42 NODE -19.5 1491 Node 39.5 41.42 NODE -19.5 W1 Supply 77.3 77.4 -3.5 SUPPLY 0 W2 Overhead Sprinkler 4.9 17.5 170 12.8 12 33 HEAD Open 0.5 0.103 -15.8 17 W3 Overhead Sprinkler 4.9 17 170 12 12 33 HEAD Open 0 0.1 -15.8 17 • W4 Overhead Sprinkler 4.9 19.5 170 15.8 12 33 HEAD Open 2.5 0.114 -15.8 17 W5 Overhead Sprinkler 4.9 23.3 170 22.7 12 33 HEAD Open 6.3 0.137 -15.8 17 • • • File:C:1Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright C 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/psis) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 W3 33 4.9 17 1 lx(BM.Tee-Run)=1 22.42 149.9999 12 1475 41.42 17 1.101 lx(BM.90)=5 6 9764601 -3.6 28.42 2 1.4 0.0502 1475 41.42 17.5 1 2x(BM.Tee-Run)=2 15.64149.9999 9.8 1472 41.42 34.5 1.101 lx(BM.90)=5 7 9764601 0 22.64 2 4.2 0.186 1472 41.42 19.5 1 2x(BM.Tee-Run)=2 16.21 149.9999 14 1470 41.42 54 1.101 2 9764601 0 • 0.4258 7.8 1470 41.42 23.3 1 lx(BM.Tee Run)=1 18.21 2 12.36 149.9999 21.8 1388 41.42 77.3 1.101 1 9764601 0 13.36 2 11.1 0.8283 1388 41.42 -29.8 1.25 6x(BM.Tee-Run)=6 38.6 149.9999 32.8 1382 41.42 47.5 1.394lx(BM.Tee-Br)=6 12 9764601 0 50.6 2 5.4 0.1067 0 1382 41.42 -20.3 1.25 17x(BM.Tee-Run)=17 113.12 149.9999 38.2 1365 41.42 27.2 1.394 17 9764601 0 130.12 2 4.9 0.038 1365 41.42 20.3 1.25 lx(BM.Tee-Run)=1 12.38149.9999 43.2 1363 41.42 47.5 1.394 lx(BM.Tee-Br)=6 7 9764601 0 19.37 2 2.1 0.1067 1363 41.42 29.8 1.25 lx(BM.Tee-Run)=1 5.87 149.9999 45.3 • 1360 41.42 77.3 1.394 lx(BM.Tee-Br)=6 7 9764601 0 3.12.87 2 4 0.2625 1360 41.42 0 2 lx(coupling)=1.3 0.62 149.9999 48.6 1359-0 41.42 77.3 2.003 1.3 9764601 0 1.91 2 0.1 0.0449 1359-0 41.42 0 2 0.56 0 48.7 CV-1 FR 1359-I 41.42 77.3 0 0 1.9011 0 Check 0.56 1.1 *** 1359-1 41.42 0 2 lx(coupling)=1.3 1 149.9999 49.8 1358-0 41.42 77.3 2.003 1.3 9764601 0 2.3 2 0.1 0.0449 1358-0 41.42 0 2 0.21 0 49.9 Butterfly 8000 1358-1 41.42 77.3 0 0 1.8926 0 *** 0.21 0.4 1358-I 41.42 0 2 2x(BM.Tee-Run)=2 28.96 149.9999 50.3 0641 15.83 77.3 2.003lx(us.Tee-Br)=12.96 34.96 9764601 11.1 III 2x(BM.90)=20 63.92 2 2.9 0.0449 File:C:1Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright @ 2002-2012 Tyco Fire Protection Products Page 9 Job:Terrace Glen Hydraulic Calculations 0 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 0641 15.83 0 4 lx(coupling)=1.32 4.97 119.9999 64.2 0323-0 11.83 77.3 4.26 lx(us.Tee-Br)=26.33 27.65 9468083 1.7 32.62 6 0.1 0.0017 0323-0 11.83 0 4 0.38 0 66 BFV-N 0323-I 11.83 77.3 0 0 0.0633 0 *** 0.38 0.0 0323-I 11.83 0 4 8x(us.90)=105.34 139.77 119.9999 66.1 0302 -3.5 77.3 4.26 2x(us.Tee-Br)=52.67 163.27 9468083 6.6 lx(us.45)=5.27 303.04 6 0.5 • 0302 0.0017 3.5 0 4 57.64 139.9999 73.2 0297 -3.5 77.3 4.3 0 9952093 0 57.64 2 0.1 0.0012 0297 -3.5 0 6 lx(us.45)=12.1 146.33 139.9999 73.3 0298 -3.5 77.3 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 73.3 0299-0 -3.5 77.3 8.55 3.52 9952093 0 7.49 2 0 0.0000 0299-0 -3.5 0 6 4.67 0 73.3 Febco850 0299-I -3.5 77.3 0 0 0.8738 0 *** 4.67 4.1 0299-I -3.5 0 8 lx(us.Tee-Br)=61.64 50.79 139.9999 77.4 0300 -3.5 77.3 8.55 61.64 9952093 0 112.43 2 0 • 0300 3.5 0 12 0.0000 425.29 139.9999 77.4 W 1 -3.5 77.3 12.64 0 9952093 0 425.29 2 0 0 W 1 77.4 Path No: 2 W2 33 4.9 17.5 1 lx(BM.Tee-Br)=5 8.42 149.9999 12.8 1475 41.42 17.5 1.101 5 9764601 -3.6 13.42 2 0.7 0.0529 1475 9.8 Path No: 3 W4 33 4.9 19.5 1 2x(BM.Tee-Br)=10 19.67 149.9999 15.8 1472 41.42 19.5 1.101 10 9764601 -3.6 29.67 2 1.9 0.0644 1111 1472 14 File:C:lAutodesk\Save Filesl31-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright*2002-2012 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'/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 4 W5 33 4.9 23.3 1 lx(BM.Tee-Run)=1 19.67 149.9999 22.7 1470 41.42 23.3 1.101 2x(BM.Tee-Br)=10 11 9764601 -3.6 30.67 2 2.8 0.0901 1470 21.8 Path No: 5 1388 41.42 0 1.251x(BM.Tee-Run)=1 10.71 149.9999 32.8 1389 41.42 29.8 1.394 1 9764601 0 11.71 2 0.5 • 0.0448 1389 41.42 14.8 1 4x(BM.Tee Br)=20 197.03 149.9999 33.4 1418 41.42 14.9 1.101 16x(BM.Tee-Run)=16 36 9764601 0 233.03 2 9.2 0.0393 1418 41.42 14.8 1.25 5x(BM.Tee-Run)=5 43.65 149.9999 42.5 1363 41.42 29.8 1.394 2x(BM.Tee-Br)=12 17 9764601 0 60.65 2 2.7 0.0448 fa1363 45.3 Path No: 6 1382 41.42 0 1 2x(BM.Tee-Run)=2 11.21 149.9999 38.2 1491 41.42 20.3 1.101 lx(BM.Tee-Br)=5 7 9764601 0 18.21 2 1.3 0.0698 1491 41.42 -10.1 1 2x(BM.Tee-Br)=10 96.36149.9999 39.5 1503 41.42 10.3 1.101 8x(BM.Tee-Run)=8 33 9764601 0 • 3x(BM.90)=15 129.36 2 2.5 0.0197 +1503 41.42 10.1 1.25 4x(BM.Tee-Run)=4 35.11 149.9999 42.1 1365 41.42 20.3 1.394 2x(BM.Tee-Br)=12 16 9764601 0 51.11 2 1.1 0.0221 1365 43.2 III File:C:1Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright C 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/psiih) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 7 1389 41.42 0 1.25 lx(BM.Tee-Run)=1 12.83149.9999 33.4 1391 41.42 14.8 1.394 lx(BM.Tee-Br)=6 7 9764601 0 19.83 2 0.2 0.0124 1391 41.42 0 1 22x(BM.Tee-Run)=22 197.03 149.9999 33.6 1415 41.42 14.8 1.101 lx(BM.Tee-Br)=5 27 9764601 0 224.03 2 8.7 0.039 1415 41.42 0 1.25 2x(BM.Tee-Run)=2 12.82 149.9999 42.4 1418 41.42 14.8 1.394 2 9764601 0 • 14.82 2 0.2 0.0124 1418 42.5 Path No: 8 1491 41.42 0 1 7x(BM.Tee-Run)=7 102.14 149.9999 39.5 0119 41.42 10.1 1.101 lx(BM.Tee-Br)=5 17 9764601 0 lx(BM.90)=5 119.14 2 2.3 0.019 • 0119 41.42 0 1 lx(BM.Tee-Br)=5 9.76 149.9999 41.8 1503 41.42 10.1 1.101 5 9764601 0 14.76 2 0.3 0.019 1503 42.1 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 26.04 ft/s occurs in the following pipe(s): (1388-1470) • *** 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:\Autodesk\Save Files\31-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright®2002-2012 Tyco Fire Protection Products Page 12 Job:Terrace Glen Device Graphs Pressure vs. Flow Function • Design Area: 6; Supply Ref.: W1; Supply Name:W1 85- 70=... .. 65= 60 i. 55- ,. _.___. '..,___ ...,........_.. y 50- _ _._.__ ... • m 45- in O 40_ ... _ •j o. 35- tt 30= _. _._._. __._._ ._.. ...... ....... __., 25- ._ _._.__ _.... _.... -......... ... -...._ -.... __... 20- _-_...-... _._..-...- _-__ _.. • 10- 5 _ 0- Flow,gpm • Pressure Loss Function Design Area: 6; BFP Ref.: 3918 (Febco850, Size = 6); Inlet Node: 0299-I; Outlet Node: 0299-0 • • . A.1 psi Q77.3gpm _ .::: __________/ - N to --- sr a 2.05- _.. .. _...... i 105- _... • __.. 003- _._. .... ci S A 8 m S 8 S 8 Flow,gpm • File:C:V+utodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copynght C 2002-2012 Tyco Fire Protection Products Page 13 Job:Terrace Glen Device Graphs Pressure Loss Function • Design Area: 6; Valve Ref.: 3913 (Butterfly 8000, Size = 2); Inlet Node: 1358-I; Outlet Node: 1358-0 3_<._ _... mg_ d N 25 1.5- 0.4 psi @ 77.3 gpm lomp c N N N CJ N N Flow,gpm • Pressure Loss Function Design Area: 6; Valve Ref.: 3914 (CV-1 FR Check, Size = 2); Inlet Node: 1359-I; Outlet Node: 1359-0 4.5- • 7 • in 1.5-- 1 1 psi @ 7Z3gpm o '41 e a N Flow,gpm • File:C:1Autodesk\Save Files\31-1530_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: 6; Valve Ref.: 3915 (BFV-N, Size = 4); Inlet Node: 0323-I; Outlet Node: 0323-0 4.428- 3926 _... 3.428 _. __..__ _.- _._._. ,__._._ _,._..... S. 2928 ..... 1 _. ....._ 1 I ` i n 2.428 a 1.928- _.. .... _.. -_.3._... . 1.428 ... _.._._.__ _„ .__... . .,, _€. - 0.928.. l 0 0.428- _ Flow,gpm • • • File:C:lfwtodesk\Save Files\31-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright C 2002-2012 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.kem@patriotfire.com Name of Designer: K.Kern Authority Having Jurisdiction: IVFR/City of Tigard Building Department Design • Remote Area Name 7 Remote Area Location West Building L1 Public Space Occupancy Classification Light Hazard Density(gpm/ft') 0.115 Area of Application(If) 1040 • Coverage per Sprinkler(ft') 130 Number of Calculated Sprinklers 8 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 255.7 • Required Pressure at Source(psi) 63.5 Type of System Wet Volume-Entire System (gal) 3436.2 gal Water Supply Information Date 9-16-21 Location SW GREENBURG RD&SW SUMMIT DR. Source W1 Notes • File:C:Vautodesk\Save Filesl31-1530 1_26560_015069c9.sv$ Date 12/17/2021 Copyright e 2002-2012 Tyco Fire Protection Products Page 16 Job:Terrace Glen Hydraulic Analysis for : 7 • 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) Wm/ (psi) • W1 80 20 4472 79.9 255.7 63.5 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) 155.7 InRack Sprinkler Flow(gpm) 0 • Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 155.7 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 63.5 W1 -Flow(gpm) 155.7 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 18 • • Job.Terrace G,en Hydraulic Analysis for: 7 _. � 'e-no.AM.04.M n•Avi'Y't Jca cc I NEM • 1 _..... EMI ®r, 0 tcLG 29:4 iAt LD 0CC 4410 at 300" Flow.gpm File:C:1Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright 02002-2012 Tyco Fire Protection Products Page 19 • Job:Terrace Glen • Hydraulic Analysis for : 7 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 1.5 D2 System Demand 155.7 63.5 D3 System Demand+Add.Out.Hose 255.7 63.5 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 79.8 176.7 16.2 255.7 • Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft') (9pm/psi1/2) (gpm/ft2) (Wpm) (Psi) (gpm/ftz) (gpm) (psi) Overhead W10 130 5.6 0.1 13 7.2 0.153 19.9 12.6 • Sprinkler W11 Overhead Sprinkler 130 5.6 0.1 13 7.2 0.174 22.6 16.3 W12 Overhead 130 5.6 0.1 13 7.2 0.115 15 7.2 Sprinkler W13 Overhead 130 5.6 0.1 13 7.2 0.12 15.6 7.7 Sprinkler • W6 Overhead Sprinkler 130 5.6 0.1 13 7.2 0.161 20.9 13.9 W7 Overhead 130 5.6 0.1 13 7.2 0.161 21 14 Sprinkler W8 Overhead 130 5.6 0.1 13 7.2 0.169 22 15.4 Sprinkler W9 Overhead 130 5.6 0.1 13 7.2 0.145 18.9 11.4 Sprinkler • File:C:1Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright©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 9pm/psi'h m gpm/ft2 psi gpm W12 Overhead Sprinkler 5.6 15 130 7.2 7.2 O HEAD Open 2 0.115 -1.5 13 W13 Overhead Sprinkler 5.6 15.6 130 7.7 7.2 O HEAD Open 2.6 0.12 -1.5 13 W9 Overhead Sprinkler 5.6 18.9 130 11.4 7.2 O HEAD Open 5.9 0.145 -1.5 13 W10 Overhead Sprinkler 5.6 19.9 130 12.6 7.2 O HEAD Open 6.9 0.153 -1.5 13 W6 Overhead Sprinkler 5.6 20.9 130 13.9 7.2 0 HEAD Open 7.9 0.161 -1.5 13 W7 Overhead Sprinkler 5.6 21 130 14 7.2 0 HEAD Open 8 0.161 -1.5 13 • W8 Overhead Sprinkler 5.6 22 130 15.4 7.2 O HEAD Open 9 0.169 -1.5 13 W11 Overhead Sprinkler 5.6 22.6 130 16.3 7.2 0 HEAD Open 9.6 0.174 -1.5 13 0622 Node 3.4 11.67 NODE -6.6 0520 Node 7.3 11.67 NODE -6.6 0519 Node 7.3 0 11.67 NODE -6.6 0518 Node 8.6 11.67 NODE -6.6 0532 Node 10.1 11.67 NODE -6.6 0533 Node 10.2 11.67 NODE -6.6 0534 Node 11.7 11.67 NODE -6.6 • 0517 Node 12.6 11.67 NODE -6.6 0526 Node 12.9 11.67 NODE -6.6 0524 Node 13.1 11.67 NODE -6.6 0543 Node 14.3 11.67 NODE -6.6 0587 Node 14.6 11.67 NODE -6.6 0589 Node 14.7 11.67 NODE -6.6 0535 Node 15.1 11.67 NODE -6.6 0516 Node 16.3 11.67 NODE -6.6 0598 Node 16.4 11.67 NODE -6.6 III 0600 Node 16.5 11.67 NODE -6.6 File:C:1Autodesk1Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright©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 psigpm ft2 psi ft gpm/Psi'h 9Pm gpm/ft2 psi gpm 0579 Node 16.8 11.67 NODE -6.6 0513 Node 25.5 11.67 NODE -6.6 0503 Node 30.5 11.67 NODE -6.6 0489 Node 32 11.67 NODE -6.6 0467 Node 33.7 11.67 NODE -6.6 0466 Node 33.7 11.67 NODE -6.6 • 0353 Node 34 11.67 NODE -6.6 0335 Node 34.1 11.67 NODE -6.6 0361 Node 34.7 11.67 NODE -6.6 0363 Node 34.7 11.67 NODE -6.6 0386 Node 36.7 • 11.67 NODE -6.6 0389 Node 36.8 11.67 NODE -6.6 0333 Node 37.4 11.67 NODE -6.6 0329-0 Node 40.5 11.67 NODE -6.6 0329-I Node 42.8 • 11.67 NODE -6.6 0328- 0328-0 Node 43.2 11.67 NODE -6.6 0328-I Node 44.9 11.67 NODE -6.6 0323-0 Node 51 11.83 NODE -6.6 0323-I Node 51.1 11.83 NODE -6.6 0325 Node 53.8 5 NODE -3.7 0302 Node 59.6 -3.5 NODE 0 0297 Node 59.9 -3.5 NODE 0 0298 Node 60 -3.5 NODE 0 0299-0 Node 60 -3.5 NODE 0 • 0299-I Node 63.5 -3.5 NODE 0 File:C:\Autodesk\Save Files\31-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright®2002-2012 Tyco Fire Protection Products Page 22 Job:Terrace Glen Hydraulic Calculations I Fluid Delivery Time Analysis iNode Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge ft gpm/psi/z gpm ft2 psi psi gpm gpm/ft2 psi gpm 0300 Node 63.5 -3.5 NODE 0 W1 Supply -155.7 63.5 -3.5 SUPPLY 0 • • • • File:C:lAutodesk\Save Filesl31-1530_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/psi' ) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 W12 0 5.6 15 1 lx(BM.Tee1Run)=1 25.5 149.9999 7.2 0622 11.67 15 1.101 lx(BM.90)=5 6 9764601 -5.1 31.5 2 1.3 0.0398 0622 11.67 15.6 1 2x(BM.Tee-Br)=10 16.44 149.9999 3.4 0520 11.67 30.5 1.101 10 9764601 0 26.44 2 3.9 0.1485 0520 11.67 -5.7 13x(BM.Tee-Run)=3 49.12149.9999 7.3 0524 11.67 24.9 1.101 lx(BM.Tee-Br)=5 8 9764601 0 . 57.12 2 5.8 0.1016 0524 11.67 15.6 1.25 2x(BM.Tee Run)=2 13.53 149.9999 13.1 0543 11.67 40.5 1.394 2 9764601 0 15.53 2 1.2 0.0794 0543 11.67 -19.5 1.25 13x(BM.Tee-Run)=13 85.12 149.9999 14.3 0579 11.67 21.1 1.394 lx(BM.Tee-Br)=6 19 9764601 0 104.12 2 2.5 9.9996• 0579 11.67 39.9 1.25 5x(BM.Tee-Run)=5 34.46 149.9999 16.8 0513 11.67 61 1.394 2x(BM.Tee-Br)=12 17 9764601 0 51.46 2 8.7 0.1691 0513 11.67 94.8 2 6x(BM.Tee-Run)=6 22.19 149.9999 25.5 0503 11.67 155.7 2.003 lx(BM.45)=2 8 9764601 0 30.19 2 5 0.1645 0503 11.67 -16.9 2 2x(BM.Tee-Run)=2 15.58 149.9999 30.5 • 0335 11.67 138.9 2.003 lx(BM.Tee-Br)=10 12 9764601 0 3.27.58 2 7 0.133 0335 11.67 3.4 2 lx(BM.Tee-Run)=1 12.38 149.9999 34.1 0333 11.67 142.3 2.003 lx(BM.Tee-Br)=10 11 9764601 0 23.38 2 3.3 0.1392 0333 11.67 13.4 2 lx(coupling)=1.3 6.49149.9999 37.4 0329-0 11.67 155.7 2.003 lx(BM.Tee-Run)=1 12.3 9764601 0 lx(BM.Tee-Br)=10 18.79 2 3.1 0.1645 0329-0 11.67 0 2 0.56 0 40.5 CV-1 FR 0329-I 11.67 155.7 0 0 4.0958 0 Check 0.56 2.3 *** 0329-I 11.67 0 2 lx(coupling)=1.3 1 149.9999 42.8 0328-0 11.67 155.7 2.003 1.3 9764601 0 2.3 2 0.4 0.1645 0328-0 11.67 0 2 0.21 0 43.2 Butterfly 8000 0 0328-I 11.67 155.7 0 0 8.1803 0 *** 0.21 1.7 File:C:\Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright 02002-2012 Tyco Fire Protection Products Page 24 Job:Terrace Glen Hydraulic Calculations II 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/psP/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 0328-I 11.67 0 21x(us.90)=6.48 10.05149.9999 44.9 0325 5 155.7 2.003 2x(BM.90)=20 26.48 9764601 2.9 36.53 2 6 0.1645 0325 5 0 4 1x(coupling)=1.32 7.8 119.9999 53.8 0323-0 11.83 155.7 4.26 lx(us.Tee-Br)=26.33 27.65 9468083 -3 35.46 6 0.2 0.0063 0323-0 11.83 0 4 0.38 0 51 BFV-N 0323-I 11.83 155.7 0 0 0.1877 0 *** • 0.38 0.1 0323-I 11.83 0 4 8x(us.90)=105.34 139.77 119.9999 51.1 0302 -3.5 155.7 4.26 2x(us.Tee-Br)=52.67 163.27 9468083 6.6 lx(us.45)=5.27 303.04 6 1.9 0.0063 0302 -3.5 0 4 57.64 139.9999 59.6 0297 -3.5 155.7 4.3 0 9952093 0 57.64 2 0.3 0.0045 • 0297 -3.5 0 6 1x(us.45)=12.1 146.33 139.9999 59.9 0298 -3.5 155.7 6.4 12.1 9952093 0 158.43 2 0.1 0.0007 0298 -3.5 0 8 ix(coupling)=3.52 3.97 139.9999 60 0299-0 -3.5 155.7 8.55 3.52 9952093 0 7.49 2 0 0.0002 0299-0 -3.5 0 6 4.67 0 60 Febco850 0299-I -3.5 155.7 0 0 0.7419 0 *** • 4.67 3.5 0299-I -3.5 0 8 lx(us.Tee Br)=61.64 50.79 139.9999 63.5 0300 -3.5 155.7 8.55 61.64 9952093 0 112.43 2 0.0 0.0002 0300 -3.5 0 12 425.29 139.9999 63.5 W1 -3.5 155.7 12.64 0 9952093 0 425.29 2 0.0 0.0000 W 1 63.5 Path No: 2 W13 0 5.6 15.6 11x(BM.Tee-Br)=5 11.67149.9999 7.7 0622 11.67 15.6 1.101 5 9764601 -5.1 16.67 2 0.7 0.0425 0622 3.4 • 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/psiV) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 3 W9 0 5.6 18.9 1 lx(BM.Tee-Br)=5 11.67 149.9999 11.4 0519 11.67 18.9 1.101 5 9764601 -5.1 16.67 2 1 0.061 0519 11.67 5.7 1 lx(BM.Tee-Run)=1 12 149.9999 7.3 0518 11.67 24.5 1.101 1 9764601 0 13 2 1.3 0.0991 0518 11.67 19.9 1 lx(BM.Tee-Run)=1 12.5 149.9999 8.6 0517 11.67 44.4 1.101 1 9764601 0 • 0.2969 4 0517 11.67 22,6 1 lx(BM.Tee Run)=1 13.5 2 4.81 149.9999 12.6 0516 11.67 67 1.101 1 9764601 0 5.81 2 3.7 0.6359 0516 11.67 27.8 1.25 3x(BM.Tee-Run)=3 20.92 149.9999 16.3 0513 11.67 94.8 1.394 3 9764601 0 23.92 2 9.2 0.3831 S0513 25.5 Path No: 4 W10 0 5.6 19.9 1 lx(BM.Tee-Br)=5 11.67 149.9999 12.6 0518 11.67 19.9 1.101 5 9764601 -5.1 16.67 2 1.1 0.0669 0518 8.6 • Path No: 5 W6 0 5.6 20.9 1 lx(BM.Tee-Br)=5 11.67 149.9999 13.9 0532 11.67 20.9 1.101 5 9764601 -5.1 16.67 2 1.2 0.0736 0532 11.67 -5.3 1 5x(BM.Tee-Run)=5 55.82149.9999 10.1 0526 11.67 15.6 1.101 lx(BM.90)=5 10 9764601 0 65.82 2 2.8 0.0429 0526 11.67 0 1.25 2x(BM.Tee-Run)=2 10.41 149.9999 12.9 0524 11.67 15.6 1.394 2 9764601 0 12.41 2 0.2 0.0136 0524 13.1 • File:C:'Autodesk\Save Filesl31-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright 02002-2012 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 Vz) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 6 W7 0 5.6 21 1 lx(BM.Tee-Br)=5 11.67 149.9999 14 0533 11.67 21 1.101 5 9764601 -5.1 16.67 2 1.2 0.0739 0533 11.67 5.3 1 lx(BM.Tee-Run)=1 12.5 149.9999 10.2 0534 11.67 26.2 1.101 1 9764601 0 13.5 2 1.5 0.112 0534 11.67 22 1 lx(BM.Tee-Br)=5 4.81 149.9999 11.7 0535 11.67 48.2 1.101 5 9764601 0 • 9.81 2 3.4 0.3457 0535 11.67 0 1.25 lx(BM.Tee-Run)=1 10.41 149.9999 15.1 0516 11.67 48.2 1.394 1 9764601 0 11.41 2 1.3 0.1096 0516 11.67 -27.8 1.25 lx(BM.Tee-Run)=1 13.54 149.9999 16.3 0579 11.67 20.4 1.394 lx(BM.Tee-Br)=6 7 9764601 0 20.54 2 0.5 • 0.0223 0579 16.8 Path No: 7 W8 0 5.6 22 1 lx(BM.Tee-Br)=5 11.67 149.9999 15.4 0534 11.67 22 1.101 5 9764601 -5.1 16.67 2 1.3 0.0807 0534 11.7 • Path No: 8 Wi l 0 5.6 22.6 1 lx(BM.Tee-Br)=5 11.67 149.9999 16.3 0517 11.67 22.6 1.101 5 9764601 -5.1 16.67 2 1.4 0.0849 0517 12.6 Path No: 9 0520 11.67 0 1 lx(BM.Tee-Run)=1 6.7 149.9999 7.3 0519 11.67 5.7 1.101 1 9764601 0 7.7 2 0.1 0.0065 0519 7.3 III File:C:\Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright C 2002-2012 Tyco Fire Protection Products Page 27 Job:Terrace Glen Hydraulic Calculations 110 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/ps11/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 10 0543 11.67 0 1.25 1x(BM.Tee-Run)=1 10.22 149.9999 14.3 0587 11.67 19.5 1.394 1 9764601 0 11.22 2 0.2 0.0204 0587 11.67 -9.6 1 9x(BM.Tee-Run)=9 85.12 149.9999 14.6 0600 11.67 9.9 1.1012x(BM.Tee-Br)=10 19 9764601 0 104.12 2 1.9 0.0183 0600 11.67 9.6 1.25 lx(BM.Tee-Br)=6 10.22 149.9999 16.5 0579 11.67 19.5 1.394 6 9764601 0 16.22 2 0.3 • 0.0204 0579 16.8 Path No: 11 0503 11.67 0 1 lx(BM.Tee-Run)=1 20.32 149.9999 30.5 0489 11.67 16.9 1.101 2x(BM.Tee-Br)=10 11 9764601 0 31.32 2 1.5 0.0495 11110 0489 11.67 -8.3 1 8x(BM.Tee-Run)=8 99.77 149.9999 32 0467 11.67 8.6 1.101 2x(BM.Tee-Br)=10 18 9764601 0 117.77 2 1.7 0.0142 0467 11.67 0 1.25 lx(BM.Tee-Run)=1 11.33 149.9999 33.7 0466 11.67 8.6 1.394 1 9764601 0 12.33 2 0.1 0.0045 0466 11.67 8.3 1.25 1x(BM.Tee-Run)=1 11.21 149.9999 33.7 • 0353 11.67 16.9 1.394 lx(BM.Tee-Br)=6 18.21 7 9764601 0 2 0.3 0.0157 0353 11.67 -3.4 1.25 7x(BM.Tee-Run)=7 49.31 149.9999 34 0361 11.67 13.4 1.394 lx(BM.Tee-Br)=6 13 9764601 0 62.31 2 0.6 0.0103 0361 11.67 -6.7 1 4x(BM.Tee-Br)=20 197.03 149.9999 34.7 0389 11.67 6.7 1.101 16x(BM.Tee-Run)=16 36 9764601 0 233.03 2 2.1 0.009 0389 11.67 6.7 1.25 5x(BM.Tee-Run)=5 43.65 149.9999 36.8 0333 11.67 13.4 1.394 2x(BM.Tee-Br)=12 17 9764601 0 60.65 2 0.6 0.0103 0333 37.4 • 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 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: 12 0532 11.67 0 1 lx(BM.Tee-Run)=1 12 149.9999 10.1 0533 11.67 5.3 1.101 1 9764601 0 13 2 0.1 0.0057 0533 10.2 Path No: 13 0587 11.67 0 1.25 lx(BM.Tee-Run)=1 13.32 149.9999 14.6 0589 11.67 9.6 1.394 lx(BM.Tee-Br)=6 7 9764601 0 20.32 2 0.1 • 0.0055 0589 11.67 0 1 8x(BM.Tee-Run)=8 85.12 149.9999 14.7 0598 11.67 9.6 1.101 lx(BM.Tee-Br)=5 13 9764601 0 98.12 2 1.7 0.0174 0598 11.67 0 1.25 lx(BM.Tee-Run)=1 13.3 149.9999 16.4 0600 11.67 9.6 1.394 1 9764601 0 14.3 2 0.1 0.0055 0 0600 16.5 Path No: 14 0489 11.67 0 1 9x(BM.Tee-Run)=9 101.15 149.9999 32 0466 11.67 8.3 1.101 lx(BM.Tee-Br)=5 29 9764601 0 3x(BM.90)=15 130.15 2 1.7 0.0132 0466 33.7 • Path No: 15 0353 11.67 0 1.25 18x(BM.Tee-Run)=18 113.12 149.9999 34 0335 11.67 3.4 1.394 18 9764601 0 131.12 2 0.1 0.0008 0335 34.1 • File:C:\Autodesk\Save Files\31-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright C 2002-2012 Tyco Fire Protection Products Page 29 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: 16 0361 11.67 0 1.25 lx(BM.Tee-Run)=1 12.83 149.9999 34.7 0363 11.67 6.7 1.394 lx(BM.Tee-Br)=6 7 9764601 0 19.83 2 0.1 0.0028 0363 11.67 0 1 22x(BM.Tee-Run)=22 197.03 149.9999 34.7 0386 11.67 6.7 1.1011x(BM.Tee-Br)=5 27 9764601 0 224.03 2 2 0.0089 0386 11.67 0 1.25 2x(BM.Tee-Run)=2 12.82 149.9999 36.7 0389 11.67 6.7 1.394 2 9764601 0 14.82 2 0.0• 0.0028 0389 36.8 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 22.58 ft/s occurs in the following pipe(s): (0516-0517) *** 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:1AutodesklSave Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright 0 2002-2012 Tyco Fire Protection Products Page 30 Job:Terrace Glen Device Graphs Pressure vs. Flow Function • Design Area: 7; Supply Ref.: W1; Supply Name:W1 90=- 65- 70- 65- _...__._. ... 60-_ _____ 1 55:" __. i 50__.. _.. _.._ ....._ n 45- _... r 40_ _ 0. 30=... _.. __ .. _._." _... _... 25-_.. _...._. ...___ _._. 20- ___ .. .._._ ._ _... 3 ry m a Flow,gpm • Pressure Loss Function Design Area: 7; BFP Ref.: 3918 (Febco850, Size = 6); Inlet Node: 0299-I; Outlet Node: 0299-0 305- _... _... __... :::I35P557 gpm ...... _._._. It. 205- _... _... '... 105- 005- _... _. _... _... __. o S § 8 § § § 8 Flow,gpm i File:C:1Autodesk\Save Files131-1530_1_26560_015069c9.sv$ Date 12/17/2021 Copyright©2002-2012 Tyco Fire Protection Products Page 31 Job:Terrace Glen Device Graphs Pressure Loss Function • Design Area: 7; Valve Ref.: 3915 (BFV-N, Size = 4); Inlet Node: 0323-I; Outlet Node: 0323-0 4 428- 3.928- 3428 2.928 Ci tV a 1.923 1423- 0.923 • L 0.1 psi @155.7gpm� Flow,gpm • Pressure Loss Function Design Area: 7; Valve Ref.: 3928 (Butterfly 8000, Size = 2); Inlet Node: 0328-I; Outlet Node: 0328-0 dk 3 5- LI 1.7psi@155.7gpm� r N Flow,gpm • File:C:1Autodesk\Save Files131-1530_126560_015069c9.sv$ Date 12/17/2021 Copyright©2002-2012 Tyco Fire Protection Products Page 32 Job:Terrace Glen Device Graphs Pressure Loss Function • Design Area: 7; Valve Ref.: 3929 (CV-1 FR Check, Size = 2); Inlet Node: 0329-I; Outlet Node: 0329-0 m 2.3 psi @ 155.7 gpm O. 1.5.. • a:.5_. mummmmw _ N N N Flow,gpm • • • File:C:1Autodesk\Save Files131-15301_26560_015069c9.sv$ Date 12/17/2021 Copyright®2002-2012 Tyco Fire Protection Products Page 33 • 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 09/16/2021 used to monitor residual pressure and flow. Gage information: Static and residual pressure gage. Dial Pitot gape: 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. • • • • y / Na + 4.1 2 - 2021 9370 SW SW WNW ITDR / ' V1 GREENBURG RD i /fir -- - P r i READ ' : / N ::6- / r Q Lt 4'0 4' 9590 SW 5 1 rf GREENBURG RD Lz. g / _ , 12"CI ( 4Z, / f r j If / 9510 SW l / 1 GREENBURG RD APPROVED RS f \l MGT° / jJ TEST DATE 9-16-2021 TEST TIME9:50 AM �/ C g PREFORMED BY PV/JP 1 g / -----80 F LOW iSTATIC 9640 SW f y � + GREENBURG RD RESIDUAL 67 I+ PITOT 35 I I N I I HOSE MO\SIZE 4-1/2" / { `*``1 4-,I/2- 2021 MANUALLY RECORD STATIC, RESIDUAL, FLOW HYD.YR 2021 i RD AND PITOT WHEN STABLE EMAIL TO READ HYD.YR 2021 ,;,a j I 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 • 9640 SW Greenburg Road N Power mg Ousi « e Phone: 1-360-699-4403 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) TOLCOTM Component Listed Load Adjusted Load 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 42" 11 mm) other components voids these calculations and the listing of the assembly. 0 Least Rad.of Gyration . . ( Seismic Brace Assembly Detail • UR Value 200 Max Horizontal Load 1310 lbs (594 kg) TOLCO FIG. 98t UNIVERSAL SWAY BRACE _ ATTACHMENT Fastener Information SPIV STEEL PIPE Orientation to Connecting Surface NFPA Type B ' Fastener "",, a� • Type Dual Through Bolts Fig_90 0—* �♦ Diameter 1/2in. (13 mml .. Length Minimum 4x Wood Member TOLCO FIG. 1001 ` . FAST CLAMP Maximum Load 600 lbs (272 kg) 44Ik * Brace Identification on Plans Lateral 4"Main @ Attic Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ I • Sprinkler System Load Calculation (Fpw=CpWp) 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) 4" Sch.10 40 Maximum Fpw per 9.3.5.5.2(if applicable) 769 lb(348 kg) 0 (TOLBraceTM Version 81 Use of TOLBrace""is subject to terms and conditions per the end user license agreement TOLBrace1M Seismic Calculations Terrace Glen Apartments Job# 31-1530 • 9640 SW Greenburq Road F.T•N Pbwemrg&usmess 41).4414,rde Brace Identificati Lateral 4" Main @ Attic Brace Type (Per NFPA#13' NFPA Type 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 Lengt 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 kg) Material Capacity 1310 lbs (594 kg) 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'"B 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 9640 SW Greenburg Road Phone: 1-360 69s aao3 ring ss4Vortd'"de Portland,-Oregon 97132 License: PATRIFP099CF/CCB70822 Job#31-1530 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length T 0" (2.134m) TOLCOTm Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig.3000 Clamp 1000 lbs(454 kg) 500 lbs(227 kg) CPVC Fig.980 Universal Swivel 2015 lbs(914 kg) 1007 lbs(457 kg) Type of Brace See Fastener Information 30° Min. 'Calculation Based on CONCENTRIC Loading Angle of Brace 'Please Note:These calculations are for TOLCOT"'components only.Use of any 0 42" 11 mm) other components voids these calculations and the listing of the assembly. I Least Rad.of Gyration ! Seismic Brace Assembly Detail • L/R Value 200 Max Horizontal Load 926 lbs (420 kg) • TOLCO FIG..980—, � - UNIVERSAL SWAY ' BRACE ATTACHMENT Fastener Information Totco Fle.3000---1 Orientation to ConnectingSurface N FPA Type. D SWAY sRacE - __.-.�r ._ ATTACHMENT Fastener • Type La - '�-Screw ---- -STEEL PIPE Diameter 3/8in. Length 3-1/2in. / 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[ I 4-Way[ ] Sprinkler System Load Calculation(Fpw=CpWp) 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 Type/Sch. Spacing(ft) I Total(Fpw) 122 lbs(55 kg) 1.25" CPVC 40 Maximum Fpw per 9.3.5.5.2(if applicable) 26 lb(11 kg) • (TOLBrace'"Version 8) 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 EIT•N Powering Busirress 11krldwlde 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 Lengtl 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. Lag-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 mm) 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. TOLBrace"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 �.� 9640 SW Greenberg Road Phone: 1-360 699 aao3 N Rnver"s9" ""e1fd""da 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) TOLCOTM 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 Angle of Brace 30° Min. *Calculation Based on CONCENTRIC Loading `Please Note:These calculations are for TOLCOTM components only.Use of any 0.42" other components voids these calculations and the listing of the assembly. (11 mm Least Rad.of Gyration ) Seismic Brace Assembly Detail • UR Value 200 Max Horizontal Load 926 lbs (420 kg) UNIOVEROS FIG. 980 AL SWAY BRACE ATTACHMENT 0411 Fastener Information STEEL PIPE Orientation to Connecting Surface NFPA Type D Fastener �� • Type Dual Throe h-Bolts- Fig'90 TOLCO FIG.4L �' ... .__._�-_-- -....__. ..,....... PIPE CLAMP FOR I Diameter 3/4in. (19 mm) SWAY BRACING�—--- -----0 Length Minimum 4x Wood Member Maximum Load 565 lbs (256 kg) J Q Brace Identification on Plans Longitudinal4"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) a" Sch.10 80 Maximum Fpw per 9.3.5.5.2(if applicable) N/A • (TOLBraceTM Version 8) Use of TOLBrace'TM 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 Powering Business Wortdvde 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) 180 ft(24.4 m) • Allowance for Heads and Fitting 15% Conclusions Total Adjusted Load of Pipe in Zone of Inf 542 lbs (246 kg) Material Capacity 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 I 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 TOLBrace''8 Visit us at www.tolce cum