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Specifications 7s.zbzo - oao 3 5 sgzenfp v ' CJA-oe Mvx G CALCULATION SUMMARY Project Name:ACE TIGARD SUITE C Project Location: 16200 SW PACIFIC HWY Drawing No.:20-3287 City: TIGARD, OR 97224 Design Areas i Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ft2) (gpm) (psi) (gpm/ft2) (psi) (gpm) # (gpm) (psi) 1 Demand (HW) MERCANTILE 1500 615.1 98.7 0.2 20.2 25.2 14 250 20.5 File:C:\Users\uwe\DWG120-3287 ACE TIGARD\FP Design\ACE TIGARD FP.dwg Date 2/26/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name:ACE TIGARD SUITE C Contract No.:20-3287 City: TIGARD, OR 97224 Project Location: 16200 SW PACIFIC HWY Date:2/18/2020 Contractor Information Name of Contractor: BASIC FIRE PROTECTION Address: 8135 NE MLK JR.BLVD. City: PORTLAND, OR 97211 Phone Number: 503-285-1855 E-mail:uwe@basicfire.com Name of Designer: U.P. Authority Having Jurisdiction: CITY OF TIGARD Design Remote Area Name 1 Remote Area Location SALES Occupancy Classification MERCANTILE Density(gpm/ft') 0.2 Area of Application JP) 1500 Coverage per Sprinkler(ft') 126 Number of Calculated Sprinklers 14 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 250 Total Water Required (incl. Hose Streams)(gpm) 615.1 Required Pressure at Source(psi) 77.8 Type of System Wet Volume-Entire System (gal) 213.1 gal Water Supply Information Date 2/6/2020 Location BACK OF RITE AID Source W1 Notes File:C:1Users\uwe\DWGt20-3287 ACE TIGARD\FP Design\ACE TIGARD FP.dwg Date 2/26/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:ACE TIGARD SUITE C Node Labels: Off Pipe Labels: Off Diagram for Design Area : 1 (Clntimi7pd Hvdraulir_ Simnlifipol J File:C:\Users\uwe\DWG\20-3287 ACE TIGARD\FP Design\ACE TIGARD FP.dwg Date 2/26/2020 Copyright 0 2002-2012 Tyco Fire Protection Products Page 3 Job:ACE TIGARD SUITE C 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, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 99 2160 92 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 250 Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) 250 Sprinklers Ovehead Sprinkler Flow(gpm) 365.1 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 365.1 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 77.8 W1 -Flow(gpm) 365.1 Demand w/o System Pump(s) N/A File:C:1Users\uwe\DWG120-3287 ACE TIGARD\FP Design\ACE TIGARD FP.dwg Date 2/26/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:ACE TIGARD SUITE C Hydraulic Analysis for : 1 =___ •54334.10erold •Pee : -[se 150 -- 130- ._ _____._..._._ 127 ..._. ... ... 110 51 ice _ — h1 ( 91 tis i ii- 90 -10 jwLJL;J _ t 11fil . - 0 9C0 TCO E00 9D0 1003 100 1230 1300 1100 1500 15S 1700 1500 1900 :L03 :100 =00 Flaw,gpm File:C:1 Users\uwe\DWG120-3287 ACE TIGARDIFP Design\ACE TIGARD FP.dwg Date 2/26/2020 Copyright®2002-2012 Tyco Fire Protection Products Page 5 Job:ACE TIGARD SUITE C Hydraulic Analysis for : 1 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 99 S2 Supply point#2-Residual 2160 92 D1 Elevation Pressure 0 9.9 D2 System Demand 365.1 77.8 D3 System Demand+Add.Out.Hose 615.1 77.8 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 98.7 422.1 20.5 615.1 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ftz) (gpm/Psi'/z) (gpm/ft2) (Om) (psi) (gPm/ftz) (gpm) (psi) Al Overhead 126 5.6 0.2 25.2 20.3 0.2 25.2 20.2 Sprinkler A10 Overhead 126 5.6 0.2 25.2 20.3 0.21 26.5 22.4 Sprinkler All Overhead 126 5.6 0.2 25.2 20.3 0.213 26.9 23.1 Sprinkler Al2 Overhead 126 5.6 0.2 25.2 20.3 0.214 26.9 23.1 Sprinkler A13 Overhead 126 5.6 0.2 25.2 20.3 0.215 27.1 23.4 Sprinkler A14 Overhead 126 5.6 0.2 25.2 20.3 0.218 27.5 24.1 Sprinkler A2 Overhead 126 5.6 0.2 25.2 20.3 0.2 25.2 20.3 Sprinkler A3 Overhead 126 5.6 0.2 25.2 20.3 0.201 25.4 20.6 Sprinkler A4 Overhead 126 5.6 0.2 25.2 20.3 0.204 25.7 21.1 Sprinkler A5 Overhead 126 5.6 0.2 25.2 20.3 0.209 26.3 22.1 Sprinkler A6 Overhead 126 5.6 0.2 25.2 20.3 0.201 25.4 20.6 Sprinkler A7 Overhead 126 5.6 0.2 25.2 20.3 0.202 25.4 20.6 Sprinkler A8 Overhead 126 5.6 0.2 25.2 20.3 0.203 25.6 20.9 Sprinkler File:C:1Users1uwe\DWG120-3287 ACE TIGARD\FP Design\ACE TIGARD FP.dwg Date 2/26/2020 Copyright 02002-2012 Tyco Fire Protection Products Page 6 A9 Overhead 126 5.6 0.2 25.2 20.3 0.206 25.9 21.4 Sprinkler File:C:1Users\uwe\DWG120-3267 ACE TIGARD\FP Design\ACE TIGARD FP.dwg Date 2/26/2020 Copyright 0 2002-2012 Tyco Fire Protection Products Page 7 Job:ACE TIGARD SUITE C Hydraulic Calculations I 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 2 p psi ft gpm/psi/z gpgpm gpm/ft2 psi gpm Al Overhead Sprinkler 5.6 25.2 126 20.2 20.3 18.46 HEAD Open 0 0.2 -9.9 25.2 A2 Overhead Sprinkler 5.6 25.2 126 20.3 20.3 18.46 HEAD Open 0.0 0.2 -9.9 25.2 A6 Overhead Sprinkler 5.6 25.4 126 20.6 20.3 18 HEAD Open 0.2 0.201 -9.7 25.2 A3 Overhead Sprinkler 5.6 25.4 126 20.6 20.3 18.46 HEAD Open 0.2 0.201 -9.9 25.2 A7 Overhead Sprinkler 5.6 25.4 126 20.6 20.3 18 HEAD Open 0.2 0.202 -9.7 25.2 A8 Overhead Sprinkler 5.6 25.6 126 20.9 20.3 18 HEAD Open 0.4 0.203 -9.7 25.2 A4 Overhead Sprinkler 5.6 25.7 126 21.1 20.3 18.46 HEAD Open 0.5 0.204 -9.9 25.2 A9 Overhead Sprinkler 5.6 25.9 126 21.4 20.3 18 HEAD Open 0.7 0.206 -9.7 25.2 A5 Overhead Sprinkler 5.6 26.3 126 22.1 20.3 18.46 HEAD Open 1.1 0.209 -9.9 25.2 A10 Overhead Sprinkler 5.6 26.5 126 22.4 20.3 18 HEAD Open 1.3 0.21 -9.7 25.2 All Overhead Sprinkler 5.6 26.9 126 23.1 20.3 17.63 HEAD Open 1.7 0.213 -9.5 25.2 Al2 Overhead Sprinkler 5.6 26.9 126 23.1 20.3 17.63 HEAD Open 1.7 0.214 -9.5 25.2 A13 Overhead Sprinkler 5.6 27.1 126 23.4 20.3 17.63 HEAD Open 1.9 0.215 -9.5 25.2 A14 Overhead Sprinkler 5.6 27.5 126 24.1 20.3 17.63 HEAD Open 2.3 0.218 -9.5 25.2 005 Node 26.1 16.86 NODE -9.1 007 Node 26.4 16.43 NODE -9 008 Node 27.2 15.99 NODE -8.8 090-0 Node 61.4 3.18 NODE -3 090-I Node 63.1 2.85 NODE -2.9 091 Node 65.6 2.5 NODE -2.7 134-0 Node 68.5 6.29 NODE -4.4 134-I Node 69.1 5.91 NODE -4.2 137-0 Node 72.2 2.17 NODE -2.5 137-1 Node 76.3 -1.17 NODE -1 138 Node 77.8 -3.5 NODE 0 File:C:\Users\uwe\DWG\20-3287 ACE TIGARD\FP Design\ACE TIGARD FP.dwg Date 2/26/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:ACE TIGARD SUITE C Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdlscharge Density Elev. Pres. Req. Discharge gpm ft2 psi psi ft gpm/psis/2 gpm gpm/ft2 psi gpm W1 Supply -365.1 77.8 -3.5 SUPPLY 0 File:C:1Users\uwelDWG120-3287 ACE TIGARD FP Design\ACE TIGARD FP.dwg Date 2/26/2020 Copyright®2002-2012 Tyco Fire Protection Products Page 9 Job:ACE TIGARD SUITE C 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/ps11/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 Al 18.46 5.6 25.2 2 8.98 120 20.2 A2 18.46 5.6 25.2 2.157 0 0.0059 0 8.98 0.1 A2 18.46 5.6 25.2 2 11.5 120 20.3 A3 18.46 5.6 50.4 2.157 0 0.0215 0 11.5 0.2 A3 18.46 5.6 25.4 2 12.5 120 20.6 A4 18.46 5.6 75.8 2.157 0 0.0457 0 12.5, 0.6 A4 18.46 5.6 25.7 2 12.5 120 21.1 A5 18.46 5.6 101.6 2.157 0 0.0785 0 12.5 1 A5 18.46 5.6 26.3 2 2x(us.Tee-Br)=24.61 2.37 120 22.1 005 16.86 127.9 2.157 24.61 0.1204 0.7 26.98 3.2 005 16.86 0 3 10.01 120 26.1 007 16.43 127.9 3.26 0 0.0161 0.2 10.01 0.2 007 16.43 128.8 3 10.01 120 26.4 008 15.99 256.7 3.26 0 0.0585 0.2 10.01 0.6 008 15.99 108.4 3 2x(coupling)=2.69 173.81 120 27.2 090-0 3.18 365.1 3.26 6x(us.90)=56.45 79.29 0.1124 5.6 lx(us.Tee-Br)=20.16 253.11 28.4 090-0 3.18 0 3 0.32 0 61.4 NibcoBFV 090-I 2.85 365.1 0 0 4.9567 0.1 *** 0.32 1.6 090-I 2.85 0 3 lx(us.Tee-8r)=20.16 0.35 120 63.1 091 2.5 365.1 3.26 20.16 0.1124 0.2 20.51 2.3 091 2.5 0 4 lx(coupling)=1.32 83.92 120 65.6 134-0 6.29 365.1 4.26 5x(us.90)=65.84 67.15 0.0305 -1.6 151.07 4.6 134-0 6.29 0 4 0.38 0 68.5 NibcoBFV 134-I 5.91 365.1 0 0 0.9955 0.2 *** 0.38 0.4 134-I 5.91 0 4 lx(coupling)=1.32 4.91 120 69.1 137-0 2.17 365.1 4.26 lx(us.Tee-Br)=26.33 40.82 0.0305 1.6 lx(us.90)=13.17 45.73 1.4 137-0 2.17 0 4 3.33 0 72.2 Ames300055 137-I -1.17 365.1 0 0 0.7831 1.4 *** 3.33 2.6 137-I -1.17 0 4 lx(us.90)=18.33 2.33 140 76.3 138 -3.5 365.1 4.3 18.33 0.0219 1 20.66 0.5 138 -3.5 0 8 12 140 77.8 W 1 -3.5 365.1 8.55 0 0.0008 0 12 0 W1 77.8 File:C:\User;\uwe\DWG120-3287 ACE TIGARD\FP Design\ACE TIGARD FP.dwg Date 2/26/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job:ACE TIGARD SUITE C 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+/a) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 A6 18 5.6 25.4 2 8.98 120 20.6 A7 18 5.6 25.4 2.157 0 0.006 0 8.98 0.1 A7 18 5.6 25.4 2 11.5 120 20.6 A8 18 5.6 50.8 2.157 0 0.0218 0 11.5 0.3 A8 18 5.6 25.6 2 12.5 120 20.9 A9 18 5.6 76.4 2.157 0 0.0463 0 12.5 0.6 A9 18 5.6 25.9 2 12.5 120 21.4 A10 18 5.6 102.3 2.157 0 0.0796 0 12.5 1 A10 18 5.6 26.5 2 2x(us.Tee-Br)=24.61 2.35 120 22.4 007 16.43 128.8 2.157 24.61 0.122 0.7 26.96 3.3 007 26.4 Path No: 3 All 17.63 5.6 26.9 2 11.5 120 23.1 Al2 17.63 5.6 26.9 2.157 0 0.0067 0 11.5 0.1 Al2 17.63 5.6 26.9 2 12.5 120 23.1 A13 17.63 5.6 53.8 2.157 0 0.0242 0 12.5 0.3 A13 17.63 5.6 27.1 2 12.5 120 23.4 A14 17.63 5.6 80.9 2.157 0 0.0516 0 12.5 0.6 A14 17.63 5.6 27.5 2 2x(us.Tee-Br)=24.61 2.4 120 24.1 008 15.99 108.4 2.157 24.61 0.0886 0.7 27.02 2.4 008 27.2 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 14.03 ft/s occurs in the following pipe(s): (090-0-008), (091-090-I) File:C:U)sers\uwe1DWG120-3287 ACE TIGARD\FP Design\ACE TIGARD FP.dwg Date 2/26/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job :ACE TIGARD SUITE C Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: W1; Supply Name:W1 11 psi C1615.1gpm(365.1gpm+250gpm add.out.hose) E5 4 1 IS qy " 35 25 2Z- 0 o o = o o c o c o = o c = o o c o 0 0 +n o as N F low,gpm Pressure Loss Function Design Area: 1; BFP Ref.: 426 (Ames300OSS, Size = 4); Inlet Node: 137-I; Outlet Node: 137-0 O. 4'_ I-7 o a) a 2.6 psi 365.1gpm 4,1 - O O = = O C C O 0, 0 O C = O O O 0 '/I 0 V9 N T a VI r V 0 F low,gpm File:C:\Users\uwe\DWG120-3287 ACE TIGARD\FP Design\ACE TIGARD FP.dwg Date 2/26/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 12 Job:ACE TIGARD SUITE C Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 422 (NibcoBFV, Size = 3); Inlet Node: 090-1; Outlet Node: 090-0 4.12-_-- 3.62;-- 312------. H ' I 2 62-—._... N 22 212- a 1.6 psi ©365.1 g pm 1.62-- Pr" • 112- 0.62- 0.12 G = O O O O 4 UI 0 Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 425 (NibcoBFV, Size= 4); Inlet Node: 134-I; Outlet Node: 134-0 45- 0 _ a U, N I'- L 0.4 psi 3651 gpm • 0 0 0 r 0 0 0 0 0 0 i m v n 2 m a o ev Flow,gpm File:C:\Users\uwe\DWG120-3287 ACE TIGARD FP Design\ACE TIGARD FP.dwg Date 2/26/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 13 CALCULATION SUMMARY ' Project Name:ACE TIGARD SUITE C Project Location: 16200 SW PACIFIC HWY Drawing No. :20-3287 City: TIGARD, OR 97224 Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source Utz) (gpm) (psi) (gpm/ft') (psi) (gpm) # (gpm) (psi) 2 Demand (HW) MERCANTILE 1500 701.1 98.6 0.2 21.6 26 17 250 14.8 File:C:1Usersluwe1DWG120-3287 ACE TIGARD\FP Design\ACE TIGARD FP.dwg Date 2/26/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name:ACE TIGARD SUITE C Contract No. :20-3287 City: TIGARD, OR 97224 Project Location: 16200 SW PACIFIC HWY Date:2/18/2020 Contractor Information Name of Contractor: BASIC FIRE PROTECTION Address: 8135 NE MLK JR. BLVD. City: PORTLAND, OR 97211 Phone Number: 503-285-1855 E-mail:uwe@basicfire.com Name of Designer: U.P. Authority Having Jurisdiction: CITY OF TIGARD Design Remote Area Name 2 Remote Area Location SALES Occupancy Classification MERCANTILE Density(gpm/ft') 0.2 Area of Application(ft') 1500 Coverage per Sprinkler(if) 130 Number of Calculated Sprinklers 17 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 250 Total Water Required(incl.Hose Streams)(gpm) 701.1 Required Pressure at Source(psi) 83.4 Type of System Wet Volume-Entire System (gal) 194.1 gal Water Supply Information Date 2/6/2020 Location BACK OF RITE AID Source W 1 Notes File:C:1Usersluwe\DWG120-3287 ACE TIGARD\FP Design'ACE TIGARD FP.dwg Date 2/26/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:ACE TIGARD SUITE C Node Labels: Off Pipe Labels: Off Diagram for Design Area : 2 lnntimi7Ad Hydraulic: SimnlifiPdl �4• J _-_ -- File:C:1Users\uwe\DWG120-3287 ACE TIGARDIFP Design\ACE TIGARD FP.dwg Date 2/26/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:ACE TIGARD SUITE C 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, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 99 2160 92 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 250 Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) 250 Sprinklers Ovehead Sprinkler Flow(gpm) 451.1 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 451.1 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 83.4 W1 -Flow(gpm) 451.1 Demand w/o System Pump(s) N/A File:C:\Users\uwe\DWG120-3287 ACE TIGARD\FP Design\ACE TIGARD FP.dwg Date 2/26/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:ACE TIGARD SUITE C . Hydraulic Analysis for : 2 1 5' 1 -_-_- I 5 O. 70 �. { eD 11 � 1 t so �� i 1 i - I i _ m — T 0 500 7W SSC 900 100, 1100 1200 13010 1400 1500 160D 1700 -MCC 19:0 :::G 3.1C: c: 0 Flow,gpm • File:C:lUsers\uwe\DWG\20-3287 ACE TIGARD\FP Design\ACE TIGARD FP.dwg Date 2/26/2020 Copyright 0 2002-2012 Tyco Fire Protection Products Page 5 Job:ACE TIGARD SUITE C Hydraulic Analysis for : 2 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 99 S2 Supply point#2-Residual 2160 92 D1 Elevation Pressure 0 10 D2 System Demand 451.1 83.4 D3 System Demand+Add.Out.Hose 701.1 83.4 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 98.5 499.4 14.8 701.1 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi'/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (Psi) B1 Overhead 130 5.6 0.2 26 21.6 0.2 26 21.6 Sprinkler B10 Overhead 130 5.6 0.2 26 21.6 0.202 26.3 22.1 Sprinkler B11 Overhead 130 5.6 0.2 26 21.6 0.203 26.3 22.1 Sprinkler B12 Overhead 130 5.6 0.2 26 21.6 0.203 26.4 22.2 Sprinkler B13 Overhead 130 5.6 0.2 26 21.6 0.204 26.5 22.4 Sprinkler B14 Overhead 130 5.6 0.2 26 21.6 0.205 26.6 22.6 Sprinkler B15 Overhead 130 5.6 0.2 26 21.6 0.204 26.6 22.5 Sprinkler B16 Overhead 130 5.6 0.2 26 21.6 0.219 28.5 25.9 Sprinkler B17 Overhead 130 5.6 0.2 26 21.6 0.219 28.5 25.9 Sprinkler B2 Overhead 130 5.6 0.2 26 21.6 0.2 26 21.6 Sprinkler B3 Overhead 130 5.6 0.2 26 21.6 0.201 26.1 21.8 Sprinkler B4 Overhead 130 5.6 0.2 26 21.6 0.202 26.3 22 Sprinkler B5 Overhead 130 5.6 0.2 26 21.6 0.202 26.2 21.9 Sprinkler File:C:\Users\uwe\DWG\20-3287 ACE TIGARD 1FP Design\ACE TIGARD FP.dwg Date 2/26/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 6 B6 Overhead 130 5.6 0.2 26 21.6 0.201 26.1 21.7 Sprinkler B7 Overhead 130 5.6 0.2 26 21.6 0.201 26.1 21.7 Sprinkler BB Overhead 130 5.6 0.2 26 21.6 0.202 26.2 21.9 Sprinkler B9 Overhead 130 5.6 0.2 26 21.6 0.203 26.3 22.1 Sprinkler File:C:\Users\uwe\DWG\20-3287 ACE TIGARD\FP Design\ACE TIGARD FP.dwg Date 2/26/2020 Copyright®2002-2012 Tyco Fire Protection Products Page 7 Job:ACE TIGARD SUITE C 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 ft2 psi psi ft gpm/Psi1/2 gpm gpm/ft2 psi gpm B1 Overhead Sprinkler 5.6 26 130 21.6 21.6 18.75 HEAD Open 0 0.2 -10 26 B2 Overhead Sprinkler 5.6 26 130 21.6 21.6 18.75 HEAD Open 0.0 0.2 -10 26 B6 Overhead Sprinkler 5.6 26.1 130 21.7 21.6 18.75 HEAD Open 0.1 0.201 -10 26 B7 Overhead Sprinkler 5.6 26.1 130 21.7 21.6 18.75 HEAD Open 0.1 0.201 -10 26 B3 Overhead Sprinkler 5.6 26.1 130 21.8 21.6 18.75 HEAD Open 0.1 0.201 -10 26 B8 Overhead Sprinkler 5.6 26.2 130 21.9 21.6 18.75 HEAD Open 0.2 0.202 -10 26 B5 Overhead Sprinkler 5.6 26.2 130 21.9 21.6 18.75 HEAD Open 0.2 0.202 -10 26 B4 Overhead Sprinkler 5.6 26.3 130 22 21.6 18.75 HEAD Open 0.3 0.202 -10 26 B10 Overhead Sprinkler 5.6 26.3 130 22.1 21.6 18.75 HEAD Open 0.3 0.202 -10 26 B9 Overhead Sprinkler 5.6 26.3 130 22.1 21.6 18.75 HEAD Open 0.3 0.203 -10 26 1311 Overhead Sprinkler 5.6 26.3 130 22.1 21.6 18.75 HEAD Open 0.3 0.203 -10 26 B12 Overhead Sprinkler 5.6 26.4 130 22.2 21.6 18.75 HEAD Open 0.4 0.203 -10 26 B13 Overhead Sprinkler 5.6 26.5 130 22.4 21.6 18.75 HEAD Open 0.5 0.204 -10 26 B15 Overhead Sprinkler 5.6 26.6 130 22.5 21.6 18.75 HEAD Open 0.6 0.204 -10 26 B14 Overhead Sprinkler 5.6 26.6 130 22.6 21.6 18.75 HEAD Open 0.6 0.205 -10 26 B17 Overhead Sprinkler 5.6 28.5 130 25.9 21.6 18.75 HEAD Open 2.5 0.219 -10 26 B16 Overhead Sprinkler 5.6 28.5 130 25.9 21.6 18.75 HEAD Open 2.5 0.219 -10 26 001 Node 23.1 18.08 NODE -9.7 003 Node 23.1 18.08 NODE -9.7 316 Node 23.2 18.08 NODE -9.7 315 Node 23.2 18.08 NODE -9.7 004 Node 23.3 18.08 NODE -9.7 314 Node 23.4 18.08 NODE -9.7 010 Node 23.5 18.08 NODE -9.7 009 Node 23.5 18.08 NODE -9.7 File:C:\Users\uwe\DWG\20-3287 ACE TIGARD\FP Design\ACE TIGARD FP.dwg Date 2/26/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job :ACE TIGARD SUITE C 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 ft2 psi psi ft 9Pm/psiVz gpm gpm/ftz psi gpm 319 Node 23.6 18.08 NODE -9.7 318 Node 23.6 18.08 NODE -9.7 307 Node 23.9 17.75 NODE -9.5 306 Node 23.9 17.75 NODE -9.5 006 Node 24 18.08 NODE -9.7 313 Node 24.1 18.08 NODE -9.7 305 Node 24.1 17.75 NODE -9.5 310 Node 24.3 17.75 NODE -9.5 309 Node 24.4 17.75 NODE -9.5 304 Node 24.8 17.75 NODE -9.5 013 Node 26.7 17.49 NODE -9.4 015 Node 27 17.27 NODE -9.3 016 Node 27.7 17.03 NODE -9.2 301 Node 28.1 17.42 NODE -9.4 300 Node 28.1 17.42 NODE -9.4 017 Node 29.5 16.72 NODE -9.1 090-0 Node 60.4 3.18 NODE -3 090-I Node 63 2.85 NODE -2.9 091 Node 66.5 2.5 NODE -2.7 134-0 Node 71.7 6.29 NODE -4.4 134-I Node 72.4 5.91 NODE -4.2 137-0 Node 76.1 2.17 NODE -2.5 137-I Node 81.6 -1.17 NODE -1 138 Node 83.3 -3.5 NODE 0 W1 Supply -451.1 83.4 -3.5 SUPPLY 0 File:C:\Users\uwe\DWG\20-3287 ACE TIGARD\FP Design\ACE TIGARD FP.dwg Date 2/26/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:ACE TIGARD SUITE C 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/psiY) (gpm) (in) (It) (It) (Psi) (Psi) Path No: 1 B1 18.75 5.6 26 1 lx(us.Tee-Br)=5 0.67 120 21.6 001 18.08 26 1.049 5 0.2108 0.3 5.67 1.2 001 18.08 0 2 9 120 23.1 003 18.08 26 2.157 0 0.0063 0 9 0.1 003 18.08 26 2 9 120 23.1 004 18.08 52 2.157 0 0.0228 0 9 0.2 004 18.08 26.1 2 lx(us.Tee-Br)=12.31 1.49 120 23.3 006 18.08 78.2 2.157 12.31 0.0484 0 13.8 0.7 006 18.08 52.5 2 lx(us.Tee-Br)=12.31 1.09 120 24 013 17.49 130.7 2.157 lx(us.90)=6.15 18.46 0.1253 0.3 19.55 2.4 013 17.49 0 3 9.42 120 26.7 015 17.27 130.7 3.26 0 0.0168 0.1 9.42 0.2 015 17.27 131 3 10.09 120 27 016 17.03 261.7 3.26 0 0.0607 0.1 10.09 0.6 016 17.03 132.4 3 13 120 27.7 017 16.72 394.1 3.26 0 0.1295 0.1 13 1.7 017 16.72 57 3 2x(coupling)=2.69 118.35 120 29.5 090-0 3.18 451.1 3.26 3x(us.90)=28.22 30.91 0.1663 5.9 149.26 24.8 090-0 3.18 0 3 0.32 0 60.4 NibcoBFV 090-I 2.85 451.1 0 0 7.5848 0.1 *** 0.32 2.4 090-I 2.85 0 3 lx(us.Tee-Br)=20.16 0.35 120 63 091 2.5 451.1 3.26 20.16 0.1663 0.2 20.51 3.4 091 2.5 0 4 lx(coupling)=1.32 83.92 120 66.5 134-0 6.29 451.1 4.26 5x(us.90)=65.84 67.15 0.0452 -1.6 151.07 6.8 134-0 6.29 0 4 0.38 0 71.7 NibcoBFV 134-I 5.91 451.1 0 0 1.4064 0.2 *** 0.38 0.5 134-I 5.91 0 4 lx(coupling)=1.32 4.91 120 72.4 137-0 2.17 451.1 4.26 1x(us.Tee-Br)=26.33 40.82 0.0452 1.6 1x(us.90)=13.17 45.73 2.1 137-0 2.17 0 4 3.33 0 76.1 Ames3000SS 137-I -1.17 451.1 0 0 1.2017 1.4 *** 3.33 4 137-I -1.17 0 4 lx(us.90)=18.33 2.33 140 81.6 138 -3.5 451.1 4.3 18.33 0.0325 1 20.66 0.7 File:C:1Users\uwe\DWG\20-3287 ACE TIGARD\FP Design\ACE TIGARD FP.dwg Date 2/26/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job:ACE TIGARD SUITE C 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: 1 138 -3.5 0 8 12 140 83.3 W 1 -3.5 451.1 8.55 0 0.0011 0 12 0.0 W 1 83.4 Path No: 2 B2 18.75 5.6 26 1 lx(us.Tee-Br)=5 0.67 120 21.6 003 18.08 26 1.049 5 0.2113 0.3 5.67 1.2 003 23.1 Path No: 3 B6 18.75 5.6 26.1 1 lx(us.Tee-Br)=5 0.67 120 21.7 316 18.08 26.1 1.049 5 0.2118 0.3 5.67 1.2 316 18.08 0 2 9 120 23.2 315 18.08 26.1 2.157 0 0.0063 0 9 0.1 315 18.08 26.1 2 9 120 23.2 314 18.08 52.2 2.157 0 0.0229 0 9 0.2 314 18.08 26.2 2 1x(us.Tee-Br)=12.31 1.49 120 23.4 313 18.08 78.4 2.157 12.31 0.0486 0 13.8 0.7 313 18.08 52.6 2 lx(us.Tee-Br)=12.31 1.32 120 24.1 015 17.27 131 2.157 lx(us.90)=6.15 18.46 0.1259 0.4 19.78 2.5 015 27 Path No: 4 B7 18.75 5.6 26.1 1 lx(us.Tee-Br)=5 0.67 120 21.7 315 18.08 26.1 1.049 5 0.2123 0.3 5.67 1.2 315 23.2 Path No: 5 B3 18.75 5.6 26.1 1 lx(us.Tee-Br)=5 0.67 120 21.8 004 18.08 26.1 1.049 5 0.213 0.3 5.67 1.2 004 23.3 Path No: 6 B8 18.75 5.6 26.2 1 lx(us.Tee-Br)=5 0.67 120 21.9 314 18.08 26.2 1.049 5 0.214 0.3 5.67 1.2 314 23.4 File:C:\Users\uwe\DWG120-3287 ACE TIGARD\FP Design\ACE TIGARD FP.dwg Date 2/26/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job:ACE TIGARD SUITE C 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) (It) (It) (Psi) (Psi) Path No: 7 B5 18.75 5.6 26.2 1 lx(us.Tee-Br)=5 0.67 120 21.9 010 18.08 26.2 1.049 5 0.2143 0.3 5.67 1.2 010 18.08 0 2 9 120 23.5 009 18.08 26.2 2.157 0 0.0064 0 9 0.1 009 18.08 26.3 2 lx(us.Tee-Br)=12.31 7.51 120 23.5 006 18.08 52.5 2.157 12.31 0.0231 0 19.82 0.5 006 24 Path No: 8 B4 18.75 5.6 26.3 1 lx(us.Tee-Br)=5 0.67 120 22 009 18.08 26.3 1.049 5 0.2148 0.3 5.67 1.2 009 23.5 Path No: 9 B10 18.75 5.6 26.3 ' 1 lx(us.Tee-Br)=5 0.67 120 22.1 319 18.08 26.3 1.049 5 0.2153 0.3 5.67 1.2 319 18.08 0 2 9 120 23.6 318 18.08 26.3 2.157 0 0.0064 0 9 0.1 318 18.08 26.3 2 lx(us.Tee-Br)=12.31 7.51 120 23.6 313 18.08 52.6 2.157 12.31 0.0233 0 19.82 0.5 313 24.1 Path No: 10 B9 18.75 5.6 26.3 1 lx(us.Tee-Br)=5 0.67 120 22.1 318 18.08 26.3 1.049 5 0.2158 0.3 5.67 1.2 318 23.6 File:C:\Users\uwe\DWG\20-3287 ACE TIGARD\FP Design\ACE TIGARD FP.dwg Date 2/26/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 12 Job:ACE TIGARD SUITE C Hydraulic Calculations PIPE INFORMATION Path No: 11 B11 18.75 5.6 26.3 1 lx(us.Tee-Br)=5 1 120 22.1 307 17.75 26.3 1.049 5 0.2159 0.4 6 1.3 307 17.75 0 2 9 120 23.9 306 17.75 26.3 2.157 0 0.0065 0 9 0.1 306 17.75 26.4 2 9 120 23.9 305 17.75 52.7 2.157 0 0.0233 0 9 0.2 305 17.75 26.5 2 lx(us.Tee-Br)=12.31 1.49 120 24.1 304 17.75 79.2 2.157 12.31 0.0496 0 13.8 0.7 304 17.75 53.2 2 lx(us.Tee-Br)=12.31 1.22 120 24.8 016 17.03 132.4 2.157 lx(us.90)=6.15 18.46 0.1283 0.3 19.68 2.5 016 27.7 Path No: 12 B12 18.75 5.6 26.4 1 lx(us.Tee-Br)=5 1 120 22.2 306 17.75 26.4 1.049 5 0.2164 0.4 6 1.3 306 23.9 Path No: 13 B13 18.75 5.6 26.5 1 lx(us.Tee-Br)=5 1 120 22.4 305 17.75 26.5 1.049 5 0.2182 0.4 6 1.3 305 24.1 Path No: 14 B15 18.75 5.6 26.6 1 lx(us.Tee-Br)=5 1 120 22.5 310 17.75 26.6 1.049 5 0.2196 0.4 6 1.3 • 310 17.75 0 2 9 120 24.3 309 17.75 26.6 2.157 0 0.0066 0 9 0.1 309 17.75 26.6 2 1x(us.Tee-Br)=12.31 7.51 120 24.4 304 17.75 53.2 2.157 12.31 0.0237 0 19.82 0.5 304 24.8 Path No: 15 B14 18.75 5.6 26.6 1 lx(us.Tee-Br)=5 1 120 22.6 309 17.75 26.6 1.049 5 0.2201 0.4 6 1.3 309 24.4 File:C:\Users\uwe\DWG\20-3287 ACE TIGARD\FP Design\ACE TIGARD FP.dwg Date 2/26/2020 Copyright 0 2002-2012 Tyco Fire Protection Products Page 13 Job:ACE TIGARD SUITE C Hydraulic Calculations PIPE INFORMATION Path No: 16 B17 18.75 5.6 28.5 1 lx(us.Tee-Br)=5 1.33 120 25.9 301 17.42 28.5 1.049 5 0.2496 0.6 6.33 1.6 301 17.42 0 2 9 120 28.1 300 17.42 28.5 2.157 0 0.0075 0 9 0.1 300 17.42 28.5 2 2x(us.Tee-Br)=24.61 8.71 120 28.1 017 16.72 57 2.157 lx(us.90)=6.15 30.77 0.0269 0.3 39.48 1.1 017 29.5 Path No: 17 B16 18.75 5.6 28.5 1 lx(us.Tee-Br)=5 1.33 120 25.9 300 17.42 28.5 1.049 5 0.2502 0.6 6.33 1.6 300 28.1 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17.34 ft/s occurs in the following pipe(s): (090-0-017), (091-090-I) File:C:1Users\uwe\DWG120-3287 ACE TIGARD\FP Design\ACE TIGARD FP.dwg Date 2/26/2020 Copyright 0 2002-2012 Tyco Fire Protection Products Page 14 Job :ACE TIGARD SUITE C Device Graphs Pressure vs. Row Function Design Area: 2; Supply Ref.: WI; Supply IIlame:W1 3.1 psi©701.1 gpm(451.1 gpm+250gpm add.out.hose) 107. 85_ --- ------- 8075 a 70- - 65 6s, 55 tl 50 -------- 45 - 40_ _.- 35 30= ___—...—__.__.---------- -- ----- 20 13 10 5 G .0 O G G G O C G n b G. 000 0,, O o M �] n! Flow.9pm Pressure Loss Function Design Area: 2; BFP Ref.: 426 (Ames3000SS. Size = 4); Inlet Node: 137-I; Outlet Node: 137-0 457- pal si 451.1 gpmgir - ---- — M . f . . .i • G ao 0 o n 00 0 o 0 N r•1 - e VI V1 .D 'O Flow,gpm File:C:\Users\uwe\DWG120-3287 ACE TIGARD\FP Design\ACE TIGARD FP.dwg Date 2/26/2020 Copyright 02002-2012 Tyco Fire Protection Products Page 15 Job :ACE TIGARD SUITE C Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 422 (NibcoBFV, Size= 3); Inlet Node: 090-I; Outlet Node: 090-0 4.12- 3.52- 3 12_ o. 2.4 psi @ 451.1 gpm N `5- Pr I. 212• O. 162- 1.12- 082- 012_ 0 = o 0 0 n h Flow,gpm Pressure Loss Function Design Area: 2; Valve Ref.: 425 (NibcoBFV, Size = 4); Inlet Node: 134-I; Outlet Node: 134-0 4.5- N Vt H a 2.s- 15- 0.5 psi 451.1 gpm 0s_ 0 0 0 0 0 00 0 0 0 Flow,gpm File:C:\Users\uwe\DWG\20-3287 ACE TIGARD\FP Design\ACE TIGARD FP.dwg Date 2/26/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 16 CALCULATION SUMMARY - Project Name:ACE TIGARD SUITE C Project Location: 16200 SW PACIFIC HWY Drawing No. :20-3287 City: TIGARD, OR 97224 Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure 0 Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ft2) (gpm) (psi) (gpm/ft2) (Psi) (9Pm) # (gpm) (psi) 3 Demand (HW) ORD GR 2 1022 577.4 98.8 0.2 12.2 39.2 8 250 20.6 File:C:1Users\owelappdata1localltemp\ACE TIGARD FP_1_25815_3969.sv$ Date 2/26/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name:ACE TIGARD SUITE C Contract No. :20-3287 City: TIGARD, OR 97224 Project Location: 16200 SW PACIFIC HWY Date:2/18/2020 Contractor Information Name of Contractor: BASIC FIRE PROTECTION Address: 8135 NE MLK JR.BLVD. City: PORTLAND, OR 97211 Phone Number: 503-285-1855 E-mail:uwe@basicfire.com Name of Designer: U.P. Authority Having Jurisdiction: CITY OF TIGARD Design Remote Area Name 3 Remote Area Location EXTERIOR SALES Occupancy Classification ORD GR 2 Density(gpm/ft') 0.2 Area of Application(ft2) 1022 Coverage per Sprinkler(ft') 196 Number of Calculated Sprinklers 8 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 250 Total Water Required(incl.Hose Streams)(gpm) 577.4 Required Pressure at Source(psi) 77.7 Type of System Dry Volume-Downstream DPV (gal) 84.2 gal Water Supply Information Date 2/6/2020 Location BACK OF RITE AID Source W1 Notes DRY SYSTEM File:C:1Users\uwe\appdata\local\temp\ACE TIGARD FP_1_25815_3969.sv$ Date 2/26/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:ACE TIGARD SUITE C Node Labels: Off Pipe Labels: Off Diagram for Design Area : 3 (Ontimi7ad Hvrlraulir Simnlifipr l • ...a`a. 1a a�.. G File:C:1Usersluwelappdatallocalltemp\ACE TIGARD FP_1_25815_3969.sv$ Date 2/26/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:ACE TIGARD SUITE C Hydraulic Analysis for : 3 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F(15.6C) Fluid Weight, (lb/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(ppm) Pressure(psi) 0 99 2160 92 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 250 Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) 250 Sprinklers Ovehead Sprinkler Flow(gpm) 327.4 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 327.4 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 77.7 W1 -Flow(gpm) 327.4 Demand w/o System Pump(s) N/A File:C:1UsersluwelappdatallocalltemplACE TIGARD FP_1_25815_3969.sv$ Date 2/26/2020 Copyright 02002-2012 Tyco Fire Protection Products Page 4 Job:ACE TIGARD SUITE C . Hydraulic Analysis for : 3 150 110- 130- __. 110 - st i no N_-t 4_ 91 1 & 7 I ai MI 03 , i - t L. "I C 0 Y.0 'C0 500 900 1070 113C 1.50( 1300 1100 1500 lex 17C0 .TC 1900 MCC 2100 =50 =0 Flaw,gpm File:C:\Users\uwe\appdata\local\temp\ACE TIGARD FP_1_25815_3969.sv$ Date 2/26/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:ACE TIGARD SUITE C Hydraulic Analysis for : 3 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 99 S2 Supply point#2-Residual 2160 92 D1 Elevation Pressure 0 6.7 D2 System Demand 327.4 77.7 D3 System Demand+Add.Out.Hose 577.4 77.7 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 98.7 376.6 20.6 577.4 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ftp) (gpm/psi'h) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) Cl Overhead 196 11.2 0.2 39.2 12.3 0.2 39.2 12.2 Sprinkler C2 Overhead 196 11.2 0.2 39.2 12.3 0.206 40.3 13 Sprinkler C3 Overhead 196 11.2 0.2 39.2 12.3 0.201 39.5 12.4 Sprinkler C4 Overhead 196 11.2 0.2 39.2 12.3 0.207 40.6 13.1 Sprinkler C5 Overhead 196 11.2 0.2 39.2 12.3 0.206 40.4 13 Sprinkler C6 Overhead 196 11.2 0.2 39.2 12.3 0.212 41.5 13.7 Sprinkler C7 Overhead 196 11.2 0.2 39.2 12.3 0.216 42.4 14.3 Sprinkler C8 Overhead 196 11.2 0.2 39.2 12.3 0.222 43.6 15.1 Sprinkler File:C:\Users\uwe\appdata\local\temp\ACE TIGARD FP_1_25815_3969.sv$ Date 2/26/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job:ACE TIGARD SUITE C 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/z gpm ft2 psi psi gpm gpm/ft2 psi gpm Cl Overhead Sprinkler 11.2 39.2 196 12.2 12.3 11.5 HEAD Open 0 0.2 -6.7 39.2 C3 Overhead Sprinkler 11.2 39.5 196 12.4 12.3 11.5 HEAD Open 0.3 0.201 -6.7 39.2 C2 Overhead Sprinkler 11.2 40.3 196 13 12.3 11.5 HEAD Open 1.1 0.206 -6.7 39.2 C5 Overhead Sprinkler 11.2 40.4 196 13 12.3 11.5 HEAD Open 1.2 0.206 -6.7 39.2 C4 Overhead Sprinkler 11.2 40.6 196 13.1 12.3 11.5 HEAD Open 1.4 0.207 -6.7 39.2 C6 Overhead Sprinkler 11.2 41.5 196 13.7 12.3 11.5 HEAD Open 2.3 0.212 -6.7 39.2 C7 Overhead Sprinkler 11.2 42.4 196 14.3 12.3 11.5 HEAD Open 3.2 0.216 -6.7 39.2 C8 Overhead Sprinkler 11.2 43.6 196 15.1 12.3 11.5 HEAD Open 4.4 0.222 -6.7 39.2 294 Node 13.9 10.83 NODE -6.4 299 Node 14.1 10.83 NODE -6.4 312 Node 14.7 10.83 NODE -6.4 295 Node 14.8 10.72 NODE -6.4 302 Node 15 10.7 NODE -6.4 317 Node 15.7 10.68 NODE -6.4 002 Node 16.2 10.83 NODE -6.4 291 Node 16.4 10.83 NODE -6.4 297 Node 16.7 10.83 NODE -6.4 320 Node 17.2 10.66 NODE -6.4 308 Node 17.4 10.83 NODE -6.4 290 Node 17.5 10.72 NODE -6.4 296 Node 17.7 10.7 NODE -6.4 303 Node 18.5 10.68 NODE -6.4 011 Node 19.1 10.83 NODE -6.4 014 Node 20.4 10.66 NODE -6.4 288 Node 20.8 10.67 NODE -6.4 File:C:1Usersluwelappdata1 local ltemp\ACE TIGARD FP_1_25815_3969.sv$ Date 2/26/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job :ACE TIGARD SUITE C Hydraulic Calculations I 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 2 p gpm/psiY2 gpm psi psi ftgpm gpm/ft2 psi gpm 287 Node 21 10.64 NODE -6.4 286 Node 22 10.62 NODE -6.3 018 Node 24.2 10.59 NODE -6.3 022 Node 34.7 15 NODE -8.3 026-0 Node 60.6 5.38 NODE -4 026-I Node 62.6 4.35 NODE -3.5 027-0 Node 63.4 3.18 NODE -3 027-I Node 64.8 2.85 NODE -2.9 028 Node 66.8 2.5 NODE -2.7 134-0 Node 69 6.29 NODE -4.4 134-I Node 69.4 5.91 NODE -4.2 137-0 Node 72.3 2.17 NODE -2.5 137-I Node 76.3 -1.17 NODE -1 138 Node 77.7 -3.5 NODE 0 W1 Supply -327.4 77.7 -3.5 SUPPLY 0 File:C:\Users\uwe\appdata\local\temp\ACE TIGARD FP_1_25815_3969.sv$ Date 2/26/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Joh:ACE TIGARD SUITE C 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 Cl 11.5 11.2 39.2 1 lx(us.90)=1.43 0.67 100 12.2 294 10.83 39.2 1.049 1.43 0.632 0.3 2.1 1.3 294 10.83 0 1 lx(us.Tee-Br)=3.56 0.5 100 13.9 291 10.83 39.2 1.049 3.56 0.632 0 4.06 2.6 291 10.83 0 1.5 12.67 100 16.4 290 10.72 39.2 1.61 0 0.0785 0.0 12.67 1 290 10.72 40.3 1.5 lx(us.Tee-Br)=5.7 5.5 100 17.5 288 10.67 79.5 1.61 5.7 0.2908 0.0 11.2 3.3 288 10.67 0 2.5 10 100 20.8 287 10.64 79.5 2.635 0 0.0264 0.0 10 0.3 287 10.64 80 2.5 9.92 100 21 286 10.62 159.6 2.635 0 0.0959 0.0 9.92 1 286 10.62 81.9 2.5 10.33 100 22 018 10.59 241.5 2.635 0 0.2065 0.0 - 10.33 2.1 018 10.59 85.9 2.5 2x(us.90)=11.75 11.13 100 24.2 022 15 327.4 2.635 lx(us.Tee-Br)=11.75 23.49 0.363 -1.9 34.62 12.6 022 15 0 3 lx(coupling)=0.96 146.1 100 34.7 026-0 5.38 327.4 3.26 3x(us.90)=20.12 21.08 0.1287 4.2 -167.18 21.5 026-0 5.38 0 3 1.02 0 60.6 DDX 026-I 4.35 327.4 0 0 1.5154 0.4 *** 1.02_ 1.5 026-I 4.35 0 3 lx(coupling)=1.34 1.18 120 62.6 027-0 3.18 327.4 3.26 1.34 0.0918 0.5 2.52 0.2 027-0 3.18 0 3 0.32 0 63.4 NibcoBFV 027-I 2.85 327.4 0 0 4.0407 0.1 *** 0.32 - 1.3 027-I 2.85 0 3 lx(us.Tee-Br)=20.16 0.35 120 64.8 028 2.5 327.4 3.26 20.16 0.0918 0.2 20.51 1.9 028 2.5 0 4 lx(coupling)=1.32 85.92 120 66.8 134-0 6.29 327.4 4.26 5x(us.90)=65.84 67.15 0.025 -1.6 153.07 3.8 134-0 6.29 0 4 0.38 0 69 NibcoBFV 134-I 5.91 327.4 0 0 0.817 0.2 *** 0.38 0.3 134-I 5.91 0 4 lx(coupling)=1.32 4.91 120 69.4 137-0 2.17 327.4 4.26 lx(us.Tee-Br)=26.33 40.82 0.025 1.6 lx(us.90)=13.17 45.73 1.1 File:C:1 Users\uwe\appdata\local\temp\ACE TIGARD FP_125815_3969.sv$ Date 2/26/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:ACE TIGARD SUITE C 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: 1 137-0 2.17 0 4 3.33 0 72.3 Ames3000SS 137-I -1.17 327.4 0 0 0.7682 1.4 *** 3.33 2.6 137-I -1.17 0 4 lx(us.90)=18.33 2.33 140 76.3 138 -3.5 327.4 4.3 18.33 0.0179 1 20.66 0.4 138 -3.5 0 8 12 140 77.7 W 1 -3.5 327.4 8.55 0 0.0006 0 12 0 W1 77.7 Path No: 2 C3 11.5 11.2 39.5 1 lx(us.90)=1.43 0.67 100 12.4 299 10.83 39.5 1.049 1.43 0.6398 0.3 2.1 1.3 299 10.83 0 1 lx(us.Tee-Br)=3.56 0.5 100 14.1 297 10.83 39.5 1.049 3.56 0.6398 0 4.06 2.6 297 10.83 0 1.5 12.67 100 16.7 296 10.7 39.5 1.61 0 0.0794 0.1 12.67 1 296 10.7 40.6 1.5 lx(us.Tee-Br)=5.7 5.5 100 17.7 287 10.64 80 1.61 5.7 0.2943 0.0 11.2 3.3 287 21 Path No: 3 C2 11.5 11.2 40.3 1 lx(us.90)=1.43 0.78 100 13 295 10.72 40.3 1.049 1.43 0.6658 0.3 2.21 1.5 295 10.72 0 1 1x(us.Tee-Br)=3.56 0.5 100 14.8 290 10.72 40.3 1.049 3.56 0.6658 0 4.06 2.7 290 17.5 File:C:1Usersluwe\appdata\local\temp\ACE TIGARD FP_1_25815_3969.sv$ Date 2/26/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job:ACE TIGARD SUITE C Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 4 C5 11.5 11.2 40.4 1 lx(us.90)=1.43 0.67 100 13 312 10.83 40.4 1.049 1.43 0.6679 0.3 2.1 1.4 312 10.83 0 1 lx(us.Tee-Br)=3.56 0.5 100 14.7 308 10.83 40.4 1.049 3.56 0.6679 0 4.06 2.7 308 10.83 0 1.5 12.67 100 17.4 303 10.68 40.4 1.61 0 0.0829 0.1 12.67 1.1 303 10.68 41.5 1.5 lx(us.Tee-Br)=5.7 5.5 100 18.5 286 10.62 81.9 1.61 5.7 0.3071 0.0 11.2 3.4 286 22 Path No: 5 C4 11.5 11.2 40.6 1 lx(us.90)=1.43 0.8 100 13.1 302 10.7 40.6 1.049 1.43 0.6737 0.3 2.23 1.5 302 10.7 0 1 lx(us.Tee-Br)=3.56 0.5 100 15 296 10.7 40.6 1.049 3.56 0.6737 0 4.06 2.7 296 17.7 Path No: 6 C6 11.5 11.2 41.5 1 lx(us.90)=1.43 0.82 100 13.7 317 10.68 41.5 1.049 1.43 0.7027 0.4 2.24 1.6 317 10.68 0 1 lx(us.Tee-Br)=3.56 0.5 100 15.7 303 10.68 41.5 1.049 3.56 0.7027 0 4.06 2.9 303 18.5 Path No: 7 C7 11.5 11.2 42.4 1 lx(us.90)=1.43 0.67 100 14.3 002 10.83 42.4 1.049 1.43 0.7308 0.3 2.1 1.5 002 10.83 0 1 lx(us.Tee-Br)=3.56 0.5 100 16.2 011 10.83 42.4 1.049 3.56 0.7308 0 4.06 3 011 10.83 0 1.5 12.67 100 19.1 014 10.66 42.4 1.61 0 0.0907 0.1 12.67 1.1 014 10.66 43.6 1.5 lx(us.Tee-Br)=5.7 5.5 100 20.4 018 10.59 85.9 1.61 5.7 0.3358 0.0 11.2 3.8 018 24.2 File:C:1Usersluwelappdatallocal1templACE TIGARD FP_1_25815_3969.sv$ Date 2/26/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job:ACE TIGARD SUITE C Hydraulic Calculations PIPE INFORMATION Path No: 8 C8 11.5 11.2 43.6 1 lx(us.90)=1.43 0.84 100 15.1 320 10.66 43.6 1.049 1.43 0.7681 0.4 2.26 1.7 320 10.66 0 1 lx(us.Tee-Br)=3.56 0.5 100 17.2 014 10.66 43.6 1.049 3.56 0.7681 0 4.06 3.1 014 20.4 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 19.26 ft/s occurs in the following pipe(s): (022-018) File:C:\Users\uwelappdata\local\temp1ACE TIGARD FP_1_25815_3969.sv$ Date 2/26/2020 Copyright 0 2002-2012 Tyco Fire Protection Products Page 12 Job:ACE TIGARD SUITE C Device Graphs Pressure vs. Flow Function Design Area: 3; Supply Ref.: W1; Supply Name:W1 u:- ,si r! 577.4 g pm(327.4 gpm+250 gpm add.out.hose) c,5, 9S= Pam- 80= - CL E d i5- a s: 45= 4C_ 35 3:- 23 1i� 1^- 10= ,- O 0 O 0 0 O O O 0 0 0 0 `0 0 0 0 0 b ff: v O 2 c, 0 p N Flow,gpm Pressure Loss Function Design Area: 3; BFP Ref.: 425 (Ames30OOSS, Size = 4); Inlet Node: 137-I; Outlet Node: 137-0 • S- o6 4.'.- a - I- 7 N d � - a` 2.6 psi at 327.4 g pm 2 IOW 1?- O O O 0 O O O h 0 N N C = t] b Flow,gpm File:C:\Users\uwelappdata\local\temp\ACE TIGARD FP_1_25815_3969.sv$ Date 2/26/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 13 Job:ACE TIGARD SUITE C Device Graphs Pressure Lass Function Design Area: 3; DPV Ref.: 423 (DDX, Size = 3); Inlet Node: 026-I; Outlet Node: 026-0 1964- 1.5psiig3274gpm ai 1-46a_ I W a 0964- 0 46-4- 0 0 On O h O Oi O Flow,gpm Pressure Lass Function Design Area: 3; Valve Ref.: 422 (NibcoBFV, Size= 3); Inlet Node: 027-I; Outlet Node: 027-0 412 _ - i 3_, • 3.12--- n L z62 0 w a 212- 1.42-- - --- 1.3 psi al327.4gpm OPP- 1.12- 0.12- O O O G n m er 0 0 e r o Flows gpm File:C:\Usersluwe\appdata\Iocal\temp\ACE TIGARD FP_1_25815_3969.sv$ Date 2/26/2020 Copyright 0 2002-2012 Tyco Fire Protection Products Page 14 Job:ACE TIGARD SUITE C Device Graphs Pressure Loss Function Design Area: 3; Valve Ref.: 424 (NibcoBFV, Size= 4); Inlet Node: 134-I; Outlet Node: 134-0 45- Vi a a) 2J a 1_5- 0.3 psi l 327.4 gpm 0.5 YO O O O O O O O O O O O O O0 r0-. O O O O rJ M a OC P Oy Flow,gpm • File:C:\Users\uwe\appdata\local\temp\ACE TIGARD FP_1_25815_3969.sv$ Date 2/26/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 15 TOLBraceTM Seismic Bracing Calculations Contractor: Basic Fire Protection Inc. Project Address: ACE HARDWARE TIGARD Address: 8135 NE MLK Jr.Blvd. �-�.� Portland,OR.97211 16200 SW PACIFIC HWY Phone: 503-285-1855 FowenngBusmesnWnrlrMam; TIGARD, OR License: CCB#48641 Job#20-3287 Calculations based on 2013 NFPA Pamphlet 413 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.4A Clamp 1000 lbs(454 kg) 707 lbs(321 kg) Fig.909 No-Thread Swivel 2015 lbs(914 kg) 1425 lbs(646 kg) Type of Brace Sch. 10 See Fastener Information "Calculation Based on CONCENTRIC Loading Angle of Brace 45°Min. 'Please Note.These calculations are for TOLCO T"'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 TOLCO FIG. 909 Max Horizontal Load 1310 lbs(594 kg) NO-THREAD SWIVEL SWAY -7 BRACE ATTACHMENT TYP. STEEL PIPE \ Fastener Information Orientation to Connecting Surface NFPA Type B y; Fastener `ti '+ )` Type Lag-Screw TOLCO FIG. 4A PIPE CLAMP FOR � / Diameter SWAY BRACING !-- --- 1/tin. { e 1 ' Length 4-1/2in. Maximum Load 355 lbs(161 kg) J 0 Brace Identification on Plans LONG 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 3"(80 mm) Sch.10 40 ft(12.2 m) 40 ft(12.2 m) 7.94 lb/ft(11.82 kg/m) 318 lbs(144 kg) Subtotal Weight 318 lbs(144 kg) Wp(incl.15%) 366 lbs(166 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 183 lbs(83 kg) 3 Sch.10 40 Maximum Fpw per 9.3.5.5.2(if applicable) N/A (TOLBrace"^Version 8) Use of TOLBrace'"Is subject to terms and conditions per the end user license agreement TOLBraceT" Seismic Calculations ACE HARDWARE TIGARD Job#20-3287 16200 SW PACIFIC HWY ftwerinp Business Woride de Brace Identification LONG Brace Type(Per NFPA#13) NFPA Type B Braced Pipe(ft) 3"Sch.10 Steel Pipe Spacing of Brace 40'0"(12.19 m) Orientation of Brace Longitudinal Bracing Material 1"Sch.40 Maximum Brace Length 7'0"(2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener 1/2in.x 4-1/2in.Lag-Screw Length of Fastener 4-1/2in. Summary of Pipe within Zone of Influence 3"Sch.10 Steel Pipe(76.2 mm) 140 ft(12.2 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 183 lbs(83 kg) Material Capacity 1310 lbs(594 kg) Fastener Capacity 355 lbs(161 kg) Fig.4A Clamp 707 lbs(321 kg) Fig.909 No-Thread Swivel 1425 lbs(646 kg) Structural Member WOOD Calculations prepared by UWE P. •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 TOLBracer"8 Visit us at www.tolco.com 4 TOLBraceTM Seismic Bracing Calculations Contractor: Basic Fire Protection Inc. Project Address: ACE HARDWARE TIGARD Address: 8135 NE MLK Jr.Blvd. �-�'� Portland,OR.97211 16200 SW PACIFIC HWY Phone: 503-285-1855 PoweringBeisoess Wo++eNnie TIGARD, OR License: CCB#48641 Job#20-3287 Calculations based on 2013 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.4A Clamp 1000 lbs(454 kg) 707 lbs(321 kg) Fig.909 No-Thread 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 TOLCO M 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 L/R Value 200 Max Horizontal Load 1310 lbs(594 kg) TOLCO FIG. 909 NO-THREAD SWIVEL SWAY41F BRACE ATTACHMENT TYP. �� 141 Fastener Information STEEL PIPE \S° Orientation to Connecting Surface NFPA Type B Fastener 46 �` Type Lag-Screw TOLCO FIG. 4A � PIPE CLAMP FOR . . Diameter 1/2in. SWAY BRACING Length 4-1/2in. ' i Maximum Load �` 355 lbs(161 kg) �/��'"' Brace Identification on Plans LAT 1 Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation(Fpw=CpWp) Cp= 0.5 Diameter Type Length Total Length Weight Per Unit Length Total Weight 3"(80 mm) Sch.10 25 ft(7.6 m) 25 ft(7.6 m) 7.94 lb/ft(11.82 kg/m) 198 lbs(90 kg) 2"(50 mm) Sch.10 75 ft(22.9 m) 75 ft(22.9 m) 4.22 lb/ft(6.28 kg/m) 316 lbs(143 kg) 1"(25 mm) Sch.10 30 ft(9.1 m) 30 ft(9.1 m) 1.81 lb/ft(2.69 kg/m) 54 lbs(24 kg) Subtotal Weight 568 lbs(258 kg) Wp(ind.15%) 653 lbs(296 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 327 lbs(148 kg) 3' Sch.10 25 Maximum Fpw per 9.3.5.6.2(if applicable) 773 lb(350 kg) fTOLBracen"Version 8) Use of TOLBraceT'is subject to terms and conditions per the end user license agreement TOLBraceT" Seismic Calculations ACE HARDWARE TIGARD Job#20-3287 16200 SW PACIFIC HWY E.T•N Pow,*Business Worldwide Brace Identification LAT 1 Brace Type(Per NFPA#13) NFPA Type B Braced Pipe(ft) 3"Sch.10 Steel Pipe Spacing of Brace 25'0"(7.62 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7'0"(2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener 1/2in.x 4-1/2in.Lag-Screw Length of Fastener 4-1/2in. Summary of Pipe within Zone of Influence 3"Sch.10 Steel Pipe(76.2 mm) 25 ft(7.6 m) 2"Sch.10 Steel Pipe(50.8 mm) 75 ft(22.9 m) 1"Sch.10 Steel Pipe(25.4 mm) 30 ft(9.1 m) • Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 327 lbs(148 kg) Material Capacity 1310 lbs(594 kg) Fastener Capacity 355 lbs(161 kg) Fig.4A Clamp 707 lbs(321 kg) Fig.909 No-Thread Swivel 1425 lbs(646 kg) Structural Member WOOD BEAM Calculations prepared by UWE P. "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.toko.com HANGER AND BRANCH LINE SWIVEL RESTRAINT (EXAMPLE OF A TYPICAL BRANCH LINE RES RANIr.SEE NFPA 03 2007 SEC S 96) 4 - d. 4 a • q 4y 4 4 a q q w • 7 4 a . . - dT d •. a I i ' TOLCO FIG. 78 ALL STEEL G CEILING PLATE l TOLCO FIG. 75 SWIVEL ATTACHMENT -- TOLCO FIG. 99 ALL THREAD ROD j/,ram. ,.4411` TOLCO FIG. 25 1 •.••1 SURGE RESTRAINER i if i ,0 °ia % TOLCO FIG. 200 4, "TRIMLINE" •••...../ ADJUSTABLE — BAND HANGER NFPA 13 2013 NFPA 13 2013 Table 9.3.6.4(a)Maximum Spacing(ft)of Steel Table 9.3.6.4(b)Maximum Spacing(ft)of CPVC Branch Line Restraints(ft) and Copper Branch Line Restraints(ft) Pipe(in.) Cp<_0.50 .5<Cp<_0.71 Cp>0.71 Pipe(in.) CpS.0,50 .5cCp<_0.71 Cp>0.71 1 43 36 26 1 34 28 20 1 Ya 46 39 27 1 Y. 37 31 22 1% 49 41 29 1%z 40 34 24 2 53 45 31 2 45 38 27 NFPA 13, 2013 A.9.3.6.4 Modem seismic codes require branch lines to be restrained,both to limit interaction of the pipe with other portions of the structure and to limit stresses in the pipes to permissible limits.The maximum spacing between restraints is dependent on the seismic coefficient,C p,as shown in Table 9.3.6.4(a).Table 9.3.6.4(a)has been limited to 2 in.(50 mm) lines and smaller, because branch lines 2%in. (65 mm)or larger are required to be seismically braced. E J•N Powering Business Worldwide BASIC LETTER OF TRANSMITTAL FIRE w PROTECTION INC. 8135 NE MLK JR. BLVD. DATE 3/2/2020 ""C 20-3287 PORTLAND, OREGON 97211 ATTENTION PHONE 285-1855 FAX 285-0713 Permits REDWING: Ace Hardware CITY OF TIGARD 13125 SW HALL BLVD TIGARD, OREGON 97223 WE ARE SENDING YOU M Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑✓ Hydraulic calculations ❑d Submittal Data COPIES DATE NO. DESCRIPTION 3 03/02/20 1 Fire Sprinkler Plan 3 03/02/20 1 Fire Sprinkler Data 3 3/2/2020 5 of 5 Hydraulic and Seismic Calculations 1 3/2/2020 1 Permit App THESE ARE TRANSMITTED as checked below: ❑✓ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use D Approved as noted ❑ Return corrected submittal data ❑ As requested D Returned for corrections ❑ Return corrected prints of each ❑ For review and comment ❑ For Architect's/Engineer's Approval ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS IF YOU HAVE ANY QUESTIONS OR NEED FURTHER INFORMATION FEEL FREE TO CALL ME AT 503-285-1855 COPY TO: FILE Uwe Parth SIGNED: