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PA32O20- 17 7'FOo 09 OMMek (,f OFFICE Copy • .- •• s • � '• .i W VAT T FIRE PROTECTION, INC. 9095 S.W. Burnham Tigard, OR 97223 PROAMPAC DENSITY UPGRADE 7400 SW LANDMARK LN TIGARD, OR 97224 P R OFFS Aso _G 1 N S/0 y 2089P % o•AIN 0\--5 Jan 31, 2020 EXPIRES: 12/31/2020 FIRE PROTECTION HYDRAULIC CALCULATIONS CALCULATION SUMMARY Project Name:PROAMPAC DENSITY UPGRADE Project Location: 7400 SW LANDMARK LN Drawing No. :C20-26 City: TIGARD, OR 97224 Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ft2) (gpm) (psi) (gpm/ft2) (psi) (gpm) # (gpm) (psi) 1 Demand (HW) STORAGE 3500 2208.1 Required 0.45 14.2 42.2 38 500 9.8 86.9 File:C:\JOBS 2019\ProAmpac\ProAmpac Eval.dwg Date 1/31/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name:PROAMPAC DENSITY UPGRADE Contract No. :C20-26 City: TIGARD, OR 97224 Project Location: 7400 SW LANDMARK LN Date: 1/30/2020 Contractor Information Name of Contractor: Wyatt Fire Protection Address: 9095 SW Burnham St City: Tigard, OR 97223 Phone Number: 503-684-2928 E-mail:M.COLLEY@WYATTFIRE.COM Name of Designer: M.COLLEY Authority Having Jurisdiction: TIGARD Design Remote Area Name 1 Remote Area Location ROLL PAPER STORAGE Occupancy Classification STORAGE Density(gpm/ft2) 0.45 Area of Application(ft2) 3500 Coverage per Sprinkler(ft2) 93.75 Number of Calculated Sprinklers 38 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 500 Total Water Required(incl.Hose Streams)(gpm) 2208.1 Required Pressure at Source(psi) 86.9 Type of System Wet Volume-Entire System (gal) 1227.1 gal Water Supply Information Date 06/18/2019 Location 7300 SW LANDMARK LANE Source W1 Notes File:C:\JOBS 2019\ProAmpac\ProAmpac Eval.dwg Date 1/31/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job: PROAMPAC DENSITY UPGRADE Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (Ib.s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(gpm) Pressure(psi) 0 108 6713 20 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source Pressure Pressure (psi) (gpm) (gpm) (psi) (psi) (psi) W1 108 20 6713 101 2208.1 86.9 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) Sprinklers Ovehead Sprinkler Flow(gpm) 1708.1 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 1708.1 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 86.9 W1 -Flow(gpm) 1708.1 Demand w/o System Pump(s) N/A File:C:\JOBS 2019\ProAmpac\ProAmpac Eval.dwg Date 1/31/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:PROAMPAC DENSITY UPGRADE Hydraulic Analysis for : 1 ■3.004y f Solve.ea arc;bad tit:.aea.e O A a rxaaa qL'0 110 A` 1 a = i \ \ _ il . i , 1x 0 20002000 3000 M00 4tX.G 404.Ig 0000 5 C0 WO GOO 7 } T.: ROW,gprn File:C:\JOBS 2019\ProAmpac\ProAmpac Eval.dwg Date 1/31/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:PROAMPAC DENSITY UPGRADE Hydraulic Analysis for : 1 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 99.8 1861.7 9.8 2208.1 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) Si Overhead 93.75 11.2 0.45 42.2 14.2 0.451 42.3 14.3 Sprinkler S10 Overhead 93.75 11.2 0.45 42.2 14.2 0.48 45 16.1 Sprinkler S11 Overhead 93.75 11.2 0.45 42.2 14.2 0.452 42.4 14.3 Sprinkler S12 Overhead 93.75 11.2 0.45 42.2 14.2 0.451 42.2 14.2 Sprinkler S13 Overhead 93.75 11.2 0.45 42.2 14.2 0.451 42.3 14.2 Sprinkler S14 Overhead 93.75 11.2 0.45 42.2 14.2 0.454 42.5 14.4 - Sprinkler S15 Overhead 93.75 11.2 0.45 42.2 14.2 0.459 43.1 14.8 Sprinkler S16 Overhead 93.75 11.2 0.45 42.2 14.2 0.469 44 15.4 Sprinkler S17 Overhead 93.75 11.2 0.45 42.2 14.2 0.494 46.3 17.1 Sprinkler S18 Overhead 93.75 11.2 0.45 42.2 14.2 0.487 45.7 16.6 Sprinkler S19 Overhead 93.75 11.2 0.45 42.2 14.2 0.483 45.3 16.3 Sprinkler S2 Overhead 93.75 11.2 0.45 42.2 14.2 0.45 42.2 14.2 Sprinkler S20 Overhead 93.75 11.2 0.45 42.2 14.2 0.48 45 16.2 Sprinkler S21 Overhead 93.75 11.2 0.45 42.2 14.2 0.454 42.6 14.5 Sprinkler S22 Overhead 93.75 11.2 0.45 42.2 14.2 0.453 42.5 14.4 Sprinkler S23 Overhead 93.75 11.2 0.45 42.2 14.2 0.453 42.5 14.4 Sprinkler S24 Overhead 93.75 11.2 0.45 42.2 14.2 0.456 42.7 14.6 Sprinkler File:C:\JOBS 2019\ProAmpac\ProAmpac Eval.dwg Date 1/31/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 5 S25 Overhead 93.75 11.2 0.45 42.2 14.2 0.462 43.3 14.9 Sprinkler S26 Overhead 93.75 11.2 0.45 42.2 14.2 0.472 44.2 15.6 Sprinkler S27 Overhead 93.75 11.2 0.45 42.2 14.2 0.496 46.5 17.3 Sprinkler S28 Overhead 93.75 11.2 0.45 42.2 14.2 0.49 45.9 16.8 Sprinkler S29 Overhead 93.75 11.2 0.45 42.2 14.2 0.485 45.5 16.5 Sprinkler S3 Overhead 93.75 11.2 0.45 42.2 14.2 0.45 42.2 14.2 Sprinkler S30 Overhead 93.75 11.2 0.45 42.2 14.2 0.483 45.3 16.3 Sprinkler S31 Overhead 93.75 11.2 0.45 42.2 14.2 0.522 48.9 19.1 Sprinkler S32 Overhead 93.75 11.2 0.45 42.2 14.2 0.521 48.8 19 Sprinkler S33 Overhead 93.75 11.2 0.45 42.2 14.2 0.521 48.9 19 Sprinkler S34 Overhead 93.75 11.2 0.45 42.2 14.2 0.525 49.2 19.3 Sprinkler S35 Overhead 93.75 11.2 0.45 42.2 14.2 0.526 49.3 19.4 Sprinkler S36 Overhead 93.75 11.2 0.45 42.2 14.2 0.519 48.7 18.9 Sprinkler S37 Overhead 93.75 11.2 0.45 42.2 14.2 0.515 48.3 18.6 Sprinkler S38 Overhead 93.75 11.2 0.45 42.2 14.2 0.513 48.1 18.4 Sprinkler S4 Overhead 93.75 11.2 0.45 42.2 14.2 0.453 42.5 14.4 Sprinkler S5 Overhead 93.75 11.2 0.45 42.2 14.2 0.459 43 14.7 Sprinkler S6 Overhead 93.75 11.2 0.45 42.2 14.2 0.469 43.9 15.4 Sprinkler S7 Overhead 93.75 11.2 0.45 42.2 14.2 0.493 46.2 17 Sprinkler S8 Overhead 93.75 11.2 0.45 42.2 14.2 0.486 45.6 16.6 Sprinkler S9 Overhead 93.75 11.2 0.45 42.2 14.2 0.482 45.2 16.3 Sprinkler File:C:\JOBS 2019\ProAmpac\ProAmpac Eval.dwg Date 1/31/2020 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job name:PROAMPAC DENSITY UPGRADE Sheet number: PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added(q)* Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/z) (gpm) (in) (ft) (ft) (psi) (psi) S2 23.19 11.2 42.2 2.5 7.51 120 14.2 S3 23.48 11.2 84.5 2.705 0 0.0186 -0.1 7.51 0.1 S3 23.48 11.2 42.2 2.5 7.51 120 14.2 S4 23.77 11.2 126.7 2.705 0 0.0393 -0.1 7.51 0.3 S4 23.77 11.2 42.5 2.5 7.51 120 14.4 S5 24.06 11.2 169.2 2.705 0 0.0671 -0.1 7.51 0.5 S5 24.06 11.2 43 2.5 7.51 120 14.7 S6 24.35 11.2 212.2 2.705 0 0.1021 -0.1 7.51 0.8 S6 24.35 11.2 43.9 2.5 1x(us.Tee-Br)=18.72 4.9 120 15.4 001 24.54 256.1 2.705 18.72 0.1446 -0.1 23.62 3.4 001 24.54 182 2.5 1x(us.Tee-Br)=18.72 3.05 120 18.7 004 21.5 438.1 2.705 18.72 0.3909 1.3 21.76 8.5 004 21.5 0 6 12.5 120 28.5 006 21.5 438.1 6.357 0 0.0061 0 12.5 0.1 006 21.5 438.8 6 12.5 120 28.6 007 21.5 876.9 6.357 0 0.022 0 - 12.5 0.3 007 21.5 441 6 12.5 120 28.9 008 21.5 1317.9 6.357 0 0.0468 0 12.5 0.6 008 21.5 390.2 6 6x(us.90)=105.62 393.77 120 29.5 033 3 1708.1 6.357 105.62 0.0757 8 499.39 37.8 033 3 0 8 lx(coupling)=2.33 1.98 120 75.3 034-0 3 1708.1 8.329 2.33 0.0203 0 4.31 0.1 034-0 3 0 8 4.17 0 75.4 AmesC300H 034-I 3 1708.1 0 0 1.3488 0 *** 4.17 5.6 034-I 3 0 8 2x(us.90)=41.96 9.86 120 81 036 -3 1708.1 8.329 41.96 0.0203 2.6 51.82 1.1 036 -3 0 8 1x(us.90)=31.7 135.02 140 84.7 W1 -3 1708.1 8.55 31.7 0.0134 0 166.72 2.2 S12 23.19 11.2 42.2 2.5 7.51 120 14.2 S13 23.48 11.2 84.6 2.705 0 0.0186 -0.1 7.51 0.1 S13 23.48 11.2 42.3 2.5 7.51 120 14.2 S14 23.77 11.2 126.9 2.705 0 0.0394 -0.1 7.51 0.3 S14 23.77 11.2 42.5 2.5 7.51 120 14.4 S15 24.06 11.2 169.4 2.705 0 0.0673 -0.1 7.51 0.5 S15 24.06 11.2 43.1 2.5 7.51 120 14.8 S16 24.35 11.2 212.5 2.705 0 0.1023 -0.1 7.51 0.8 ©2006 National Fire Protection Association Page 7 Job name:PROAMPAC DENSITY UPGRADE Sheet number: PIPE INFORMATION " Node 1 Elev 1 K-Factor 1 Flow added(q)* Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psiYz) (gpm) (in) (ft) (ft) (psi) (psi) S16 24.35 11.2 44 2.5 lx(us.Tee-Br)=18.72 4.9 120 15.4 281 24.54 256.5 2.705 18.72 0.145 -0.1 23.62 3.4 281 24.54 182.3 2.51x(us.Tee-Br)=18.72 3.05 120 18.8 006 21.5 438.8 2.705 18.72 0.3919 1.3 21.76 8.5 S1 22.9 11.2 42.3 2.5 7.51 120 14.3 S2 23.19 11.2 42.3 2.705 0 0.0052 -0.1 7.51 0.0 Sll 22.9 11.2 42.4 2.5 7.51 120 14.3 S12 23.19 11.2 42.4 2.705 0 0.0052 -0.1 7.51 0.0 S22 23.19 11.2 42.5 2.5 7.51 120 14.4 S23 23.48 11.2 85.1 2.705 0 0.0188 -0.1 7.51 0.1 S23 23.48 11.2 42.5 2.5 7.51 120 14.4 S24 23.77 11.2 127.5 2.705 0 0.0398 -0.1 7.51 0.3 S24 23.77 11.2 42.7 2.5 7.51 120 14.6 S25 24.06 11.2 170.3 2.705 0 0.0679 -0.1 7.51 0.5 S25 24.06 11.2 43.3 2.5 7.51 120 14.9 S26 24.35 11.2 213.6 2.705 0 0.1033 -0.1 7.51 0.8 S26 24.35 11.2 44.2 2.51x(us.Tee-Br)=18.72 4.9 120 15.6 278 24.54 257.8 2.705 18.72 0.1464 -0.1 23.62 3.5 278 24.54 183.2 2.5 1x(us.Tee-Br)=18.72 3.05 120 19 007 21.5 441 2.705 18.72 0.3957 1.3 21.76 8.6 S21 22.9 11.2 42.6 2.5 7.51 120 14.5 S22 23.19 11.2 42.6 2.705 0 0.0052 -0.1 7.51 0.0 S10 25.52 11.2 45 2.5 7.51 120 16.1 S9 25.23 11.2 45 2.705 0 0.0058 0.1 7.51 0.0 S9 25.23 11.2 45.2 2.5 7.51 120 16.3 S8 24.94 11.2 90.2 2.705 0 0.0209 0.1 7.51 0.2 S8 24.94 11.2 45.6 2.5 7.51 120 16.6 S7 24.65 11.2 135.8 2.705 0 0.0447 0.1 7.51 0.3 S7 24.65 11.2 46.2 2.5 lx(us.Tee-Br)=18.72 2.61 120 17 001 24.54 182 2.705 18.72 0.0768 0.0 21.32 1.6 S20 25.52 11.2 45 2.5 7.51 120 16.2 S19 25.23 11.2 45 2.705 0 0.0058 0.1 7.51 0.0 S19 25.23 11.2 45.3 2.5 7.51 120 16.3 S18 24.94 11.2 90.3 2.705 0 0.021 0.1 7.51 0.2 S18 24.94 11.2 45.7 2.5 7.51 120 16.6 S17 24.65 11.2 136 2.705 0 0.0448 0.1 7.51 0.3 ©2006 National Fire Protection Association Page 8 Job name:PROAMPAC DENSITY UPGRADE Sheet number: PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added(q)* Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psiYz) (gpm) (in) (ft) (ft) (psi) (psi) S17 24.65 11.2 46.3 2.5 lx(us.Tee-Br)=18.72 2.61 120 17.1 281 24.54 182.3 2.705 18.72 0.077 0.0 21.32 1.6 S30 25.52 11.2 45.3 2.5 7.51 120 16.3 S29 25.23 11.2 45.3 2.705 0 0.0058 0.1 7.51 0.0 S29 25.23 11.2 45.5 2.5 7.51 120 16.5 S28 24.94 11.2 90.8 2.705 0 0.0212 0.1 7.51 0.2 S28 24.94 11.2 45.9 2.5 7.51 120 16.8 S27 24.65 11.2 136.7 2.705 0 0.0452 0.1 7.51 0.3 S27 24.65 11.2 46.5 2.5 lx(us.Tee-Br)=18.72 2.61 120 17.3 278 24.54 183.2 2.705 18.72 0.0778 0.0 21.32 1.7 S38 25.52 11.2 48.1 2.5 7.51 120 18.4 S37 25.23 11.2 48.1 2.705 0 0.0065 0.1 7.51 0.0 S37 25.23 11.2 48.3 2.5 7.51 120 18.6 S36 24.94 11.2 96.4 2.705 0 0.0237 0.1 7.51 0.2 S36 24.94 11.2 48.7 2.5 7.51 120 18.9 S35 24.65 11.2 145.1 2.705 0 0.0505 0.1 7.51 0.4 S35 24.65 11.2 49.3 2.5 lx(us.Tee-Br)=18.72 2.61 120 19.4 273 24.54 194.4 2.705 18.72 0.0868 0.0 21.32 1.9 273 24.54 195.8 2.5 1x(us.Tee-Br)=18.72 3.05 120 21.3 008 21.5 390.2 2.705 18.72 0.3154 1.3 21.76 6.9 S32 23.77 11.2 48.8 2.5 7.51 120 19 S33 24.06 11.2 97.7 2.705 0 0.0243 -0.1 7.51 0.2 S33 24.06 11.2 48.9 2.5 7.51 120 19 S34 24.35 11.2 146.6 2.705 0 0.0515 -0.1 7.51 0.4 S34 24.35 11.2 49.2 2.5 lx(us.Tee-Br)=18.72 4.9 120 19.3 273 24.54 195.8 2.705 18.72 0.088 -0.1 23.62 2.1 S31 23.48 11.2 48.9 2.5 7.51 120 19.1 S32 23.77 11.2 48.9 2.705 0 0.0067 -0.1 7.51 0.1 * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 9 Vo, W YAT T FIRE PROTECTION, INC. 9095 S.W. Burnham Tigard,OR 97223 Fire Hydrant Fire Flow PROJECT 7400 SW Landmark Lane ADDRESS 7400 SW Landmark Lane Tigard, OR. 97223 CROSS STREET FLOW HYDRANT 7400 SW Landmark Lane LOCATION STATIC 108 PITOT RESIDUAL 32 GPM 2127, 4" port, Hose Monster GPM AT 20 PSI 6713, 9.6% pressure drop. calculated per NFPA 291 DATED 06.18.19, 10:35 AM MONITOR HYDRANT 7300 SW Landmark Lane LOCATION STATIC 104 RESIDUAL 94 DATED 06.18.19, 10:35 AM { WITNESS WITNESSED BY Sam TITLE ORGANIZATION City of Tigard Public Works SIGNATURE PERFORMED BY Jack Gardner