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HomeMy WebLinkAboutReport (2) OFFICE COPY CEIVED JAN 4, C 2022 i;ITY OF TIGARD 3UILDING DIVISION W VAT T } +E FIRE PROTECTION , INC. 9095 S.W. Burnham Tigard, OR 97223 FPS zozz- 00011 MARKET CRAFT TIGARD 8001 SW HUNZINKER TIGARD, OR 97223 FIRE PROTECTION HYDRAULIC CALCULATIONS CALCULATION SUMMARY Project Name:Market Craft Tigard 2 Project Location: 8001 SW Hunzinker Contract No. :C22-18 City: 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 (ft') (gpm) (psi) (gpm/ftz) (Psi) (gPm) # (gpm) (Psi) 1 Demand (HW) 671.58 786.1 Required 0.4 23 38.4 7 500 18.3 85.1 2 Demand(HW) 437.5 688.3 Required 0.4 19.1 35 5 500 24.2 79.3 File:C:1UserslRonin1AppDatalLocal\Temp\Market Craft Tigard_1_30327_3a9decb6.sv$ Date 1/25/2022 Copyright 2002-2012 Tyco Fire Protection Products Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name:Market Craft Tigard 2 Contract No.:C22-18 City: Project Location: 8001 SW Hunzinker Date:1/25/2022 Contractor Information Name of Contractor: Wyatt Fire Protection Address: 9095 SW Burnham St City: Tigard, OR 97223 Phone Number: 503-684-2928 E-mail: Name of Designer: Authority Having Jurisdiction: Design Remote Area Name 1 Remote Area Location Occupancy Classification Density(gpm/ft') 0.4 Area of Application(ft2) 671.58 Coverage per Sprinkler(ft') 95.94 Number of Calculated Sprinklers 7 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 5D0 Total Water Required(incl.Hose Streams)(gpm) 786.1 Required Pressure at Source(psi) 85.1 Type of System Wet Volume-Entire System (gal) 407.6 gal Water Supply Information Date 5/4/18 Location SW 77th PI.&SW Hunziker Source W1 Notes File:C:1Users\RoninlAppData\Local\TemplMarket Craft Tigard_1_30327_3a9decb6.sv$ Date 1/25/2022 Copyright 02002-2012 Tyco Fire Protection Products Page 2 Job:Market Craft Tigard 2 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) 0 104 2256 100 Supply Analysis Residual Available Static Pressure Flow Total Demand Required Pressure Node at Source Pressure (gpm) Pressure(psi) (gpm) (psi) (Psi) (psi) W1 104 100 2256 103.4 786.1 85.1 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 500 Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) 500 Sprinklers Ovehead Sprinkler Flow(gpm) 286.1 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 286.1 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 85.1 W1 -Flow(gpm) 286.1 Demand w/o System Pump(s) N/A File:C:1Users\Ronin'AppData\LocalPTemp\Market Craft Tigard_1_30327_3a9decb6.sv$ Date 1/25/2022 Copyright 02002-2012 Tyco Fire Protection Products Page 3 Job:Market Craft Tigard 2 Hydraulic Analysis for : 1 In Supply■ arstensDemand.Adi.Oetlbr• 4194190/e123444,49 • • 1 E !L14psI4 7M Ia. I i III :1 N I+ 1 1 , 1 . , i iG i t_ _ _._ ' ,__. __. ___ ' ___' I. 0 100 !00 900 1t'133 1100 1E30 1300 1100 14W 1600 1700 14W 1930 2000 210 2E0 2104 2100 Fbw,gamin File:C:\UserslRonin'AppData1 Local 1TemplMarket Craft Tigard_1_30327_3a9decb6.sv$ Date 1/25/2022 Copyright 0 2002-2012 Tyco Fire Protection Products Page 4 Job:Market Craft Tigard 2 Hydraulic Analysis for : 1 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 104 S2 Supply point#2-Residual 2256 100 D1 Elevation Pressure 0 9.1 D2 System Demand 286.1 85.1 D3 System Demand+Add.Out.Hose 786.1 85.1 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 103.9 322.4 18.3 786.1 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi'/z) (gpm/ft2) (gpm) (Psi) (gpm/ft2) (gpm) (psi) hl Overhead 95.94 8 0.4 38.4 23 0.4 38.4 23.1 Sprinkler h2 Overhead 95.94 8 0.4 38.4 23 0.418 40.1 25.1 Sprinkler h3 Overhead 95.94 8 0.4 38.4 23 0.436 41.9 27.4 Sprinkler h4 Overhead 95.94 8 0.4 38.4 23 0.4 38.4 23 Sprinkler h5 Overhead 95.94 8 0.4 38.4 23 0.433 41.5 27 Sprinkler h6 Overhead 95.94 8 0.4 38.4 23 0.437 42 27.5 Sprinkler h7 Overhead 95.94 8 D.4 38.4 23 0.457 43.8 30 Sprinkler File:C:1Users\RoninlAppData\Local\Temp\Market Craft Tigard_1_30327_3a9decb6.sv$ Date 1/25/2022 Copyright®2002-2012 Tyco Fire Protection Products Page 5 Job name:Market Craft Tigard 2 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/Psi') (gPm) (in) (ft) (ft) (Psi) (Psi) h3 12 8 41.9 1 lx(us.Tee-Br)=5 7.69 120 27.4 02 12.25 41.9 1.049 lx(us.90)=2 7 0.5096 -0.1 14.69 7.5 h7 12 8 43.8 11x(us.Tee-Br)=5 1.81 120 30 02 12.25 43.8 1.0491x(us.90)=2 7 0.5543 -0.1 8.81 4.9 02 12.25 43.8 2 lx(us.Tee-Br)=12.31 8.38 120 34.8 05 12.25 85.7 2.157 12.31 0.0573 0 20.69 1.2 05 12.25 85.7 2 2x(us.90)=12.31 14.78 120 36 07 5 286.1 2.157 12.31 0.5347 3.1 27.09 14.5 07 5 0 2.5 0.8 120 53.6 08-0 5 286.1 2.635 0 0.2017 0 0.8 0.2 08-I 5 0 2.5 lx(us.Tee-Br)=16.47 25.23 120 55.9 11 22 286.1 2.635 2x(us.90)=16.47 32.95 0.2017 -7.4 58.18 11.7 11 22 0 4 4x(us.90)=52.67 317.22 120 60.3 35 -3 286.1 4.26 lx(us.Tee-Br)=26.33 79 0.0194 10.8 396.22 7.7 35 -3 0 4 51.36 140 78.8 36-0 -3 286.1 4.3 0 0.014 0 51.36 0.7 36-I -3 0 4 157.08 140 82.9 W1 -3 286.1 4.3 0 0.014 0 157.08 2.2 38 12.25 82.1 2 lx(us.Tee-Br)=12.31 2.32 120 31.9 05 12.25 200.4 2.157 12.31 0.2765 0 14.63 4 h2 12 8 40.1 1 lx(us.Tee-Br)=5 7.69 120 25.1 38 12.25 40.1 1.049 lx(us.90)=2 7 0.4702 -0.1 14.69 6.9 h6 12 8 42 1 lx(us.Tee-Br)=5 1.81 120 27.5 38 12.25 42 1.049 lx(us.90)=2 7 0.5117 -0.1 8.81 4.5 41 12.25 38.4 2 4.93 120 31.4 38 12.25 118.3 2.157 0 0.1042 0 4.93 0.5 hl 12 8 38.4 11x(us.Tee-Br)=5 10.45 120 23.1 41 12.25 38.4 1.049 2x(us.90)=4 9 0.4345 -0.1 19.45 8.4 44 12.25 41.5 2 2.75 120 31.3 41 12.25 79.9 2.157 0 0.0504 0 2.75 0.1 h5 12 8 41.5 1 lx(us.Tee-Br)=5 1.81 120 27 44 12.25 41.5 1.049 lx(us.90)=2 7 0.5019 -0.1 8.81 4.4 46 12.25 0 2 0.57 120 31.3 44 12.25 38.4 2.157 0 0.013 0 0.57 0 h4 18 8 38.4 1 lx(us.Tee-Br)=5 6.28 120 23 46 12.25 38.4 1.049 lx(us.90)=2 7 0.4335 2.5 13.28 5.8 ©2006 National Fire Protection Association Page 6 Job name:Market Craft Tigard 2 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/Pslh) (gpm) (in) (ft) (ft) (Psi) (psi) 08-0 5 0 2.5 0.32 53.8 BFV-N 08-I 5 286.1 0 0 6.7213 0 *** 0.32 2.2 36-0 -3 0 4 1.56 79.5 Wilkins 36-I -3 286.1 0 0 2.1562 0 350ADA G&G 1.56 3.4 *** * Discharge shown for flowing nodes only B 2006 National Fire Protection Association Page 7 HYDRAULIC CALCULATIONS for Job Information Project Name:Market Craft Tigard 2 Contract No.:C22-18 City: Project Location: 8001 SW Hunzinker Date:1/25/2022 Contractor Information Name of Contractor: Wyatt Fire Protection Address: 9095 SW Burnham St City: Tigard, OR 97223 Phone Number: 503-684-2928 E-mail: Name of Designer: Authority Having Jurisdiction: Design Remote Area Name 2 Remote Area Location Occupancy Classification Density(gpm/ft') 0.4 Area of Application(ft°) 437.5 Coverage per Sprinkler(ft') 87.5 Number of Calculated Sprinklers 5 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 500 Total Water Required(incl.Hose Streams)(gpm) 688.3 Required Pressure at Source(psi) 79.3 Type of System Wet Volume-Entire System (gal) 372.1 gal Water Supply Information Date 5/4/18 Location SW 77th PI.&SW Hunziker Source W1 Notes File:C:1Users\Ronin'AppData\Local\Temp\Market Craft Tigard_1_30327_3a9decb6.sv$ Date 1/25/2022 Copyright02002-2012 Tyco Fire Protection Products Page 8 Job:Market Craft Tigard 2 Hydraulic Analysis for : 2 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F(15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (Ib•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : W1 Flow(gpm) Pressure(psi) 0 104 2256 100 • Supply Analysis Residual Available Static Pressure Flow Total Demand Required Pressure Node at Source (psi) Pressure (gpm) Pressure (gpm) (psi) (psi) (psi) W1 104 100 2256 103.6 688.3 79.3 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 500 Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) 500 Sprinklers Ovehead Sprinkler Flow(gpm) 188,3 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 188.3 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 79.3 W1 -Flow(gpm) 188.3 Demand w/o System Pump(s) N/A File:C:\Users\Ronin\AppData\Local\Temp\Market Craft Tigard_1_30327_3a9decb6.sv$ Dale 1/25/2022 Copyright 0 2002-2012 Tyco Fire Protection Products Page 9 Job:Market Craft Tigard 2 Hydraulic Analysis for : 2 •a71yy f 5yceom canna •Aea.04...43st a .....:_:+c+s=R.-.c IS - — I 1 A ..--_. _ -__ ._!._. __... _.._. _____.. .—..__. 161E:.1 A Eno3co, i- ._-... __.... _.._. .r.._.. _ . ' 9931fi Sv l .71 DI a I. 1 t 9 Q,• ]C. 4 t -iV. I 'Y . ... t - -.. a ,. i 1 t ' 1 j l .1. 1 1 a, 1 i _ , I i C A0 E00 9000 1000 1106 1200 1300 14ra 1500 1600 1700 1000 1900 2000 :V.:" 2200 2303 WOO Flaw,gpm File:C:1Users1RoninWppData\Local\Temp\Market Craft Tigard_1_30327_3a9decb6.sv$ Date 1/25/2022 Copyright 0 2002-2012 Tyco Fire Protection Products Page 10 Job:Market Craft Tigard 2 Hydraulic Analysis for : 2 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 104 S2 Supply point#2-Residual 2256 100 D1 Elevation Pressure 0 9.1 D2 System Demand 188.3 79.3 D3 System Demand+Add.Out.Hose 688.3 79.3 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 103.9 221.5 24.2 688.3 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/ftz) (gpm) (psi) h10 Overhead 87.5 8 0.4 35 19.1 0.441 38.6 23.2 Sprinkler hll Overhead 87.5 8 0.4 35 19.1 0.435 38 22.6 Sprinkler h12 Overhead 87.5 8 0.4 35 19.1 0.458 40.1 25.1 Sprinkler h8 Overhead 87.5 8 0.4 35 19.1 0.4 35 19.1 Sprinkler h9 Overhead 87.5 8 0.4 35 19.1 0.418 36.6 20.9 Sprinkler File:C:1Users\Ronin\AppData\Local\Temp\Market Craft Tigard_1_30327_3a9decb6.sv$ Date 1/25/2022 Copyright 0 2002-2012 Tyco Fire Protection Products Page 11 Job name:Market Craft Tigard 2 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/psis/z) (gpm) (in) (ft) (ft) (psi) (psi) h8 18 8 35 1 lx(us.Tee-Br)=5 6.71 120 19.1 20 12.25 35 1.049 lx(us.90)=2 7 0.3655 2.5 • 13.71 5 20 12.25 0 1.5 2.63 120 26.6 19 12.25 35 1.68 0 0.0369 0 2.63 0.1 19 12.25 75.1 1.5 1x(us.Tee-Br)=9.84 5 120 26.7 18 12.25 110.1 1.68 9.84 0.3083 0 14.84 4.6 18 12.25 78.1 1.5 2x(us.90)=9.84 11.36 120 31.3 16 5 188.3 1.68 9.84 0.832 3.1 21.2 17.6 16 5 0 2 0.64 120 52.1 15-0 5 188.3 2.157 0 0.2463 0 0.64 0.2 15-0 5 0 2 0.56 52.3 CV-1 FR 15-I 5 188.3 0 0 5.2734 0 Check 0.56 3 *** 15-I 5 0 2 lx(us.Tee-Br)=12.31 25.14 120 55.2 12 22 188.3 2.157 2x(us.90)=12.31 24.61 0.2463 -7.4 49.76 12.3 12 22 0 4 4x(us.90)=52.67 278.25 120 60.1 35 -3 188.3 4.26 lx(us.Tee-Br)=26.33 79 0.009 10.8 357.25 3.2 35 -3 0 4 51.36 140 74.1 36-0 -3 188.3 4.3 0 0.0064 0 51.36 0.3 36-0 -3 0 4 1.56 74.5 Wilkins 36-I -3 188.3 0 0 2.4651 0 350ADA G&G 1.56 3.8 *** 36-I -3 0 4 157.08 140 78.3 W1 -3 188.3 4.3 0 0.0064 0 157.08 1 h9 12 8 36.6 1 lx(us.Tee-Br)=5 7.96 120 20.9 19 12.25 36.6 1.049 lx(us.90)=2 7 0.3968 -0.1 14.96 5.9 hll 12 8 38 1 lx(us.Tee-Br)=5 7.96 120 22.6 25 12.25 38 1.049 lx(us.90)=2 7 0.4267 -0.1 14.96 6.4 25 12.25 40.1 1.5 ix(us.Tee-Br)=9.84 5 120 28.9 18 12.25 78.1 1.68 9.84 0.1632 0 14.84 2.4 • h10 12 8 38.6 1 lx(us.Tee-Br)=5 1.29 120 23.2 19 12.25 38.6 1.049 lx(us.90)=2 7 0.4372 -0.1 8.29 3.6 h12 12 8 40.1 1 lx(us.Tee-Br)=5 1.29 120 25.1 25 12.25 40.1 1.049 lx(us.90)=2 7 0.4699 -0.1 8.29 3.9 ©2006 National Fire Protection Association Page 12 Job name:Market Craft Tigard 2 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/Psi' ) (gpm) (in) (ft) (ft) (Psi) (psi) * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 13 ,- 7845 ,; Monitor Hydrant 1` 1. \ 7$35 ��',�i� a ",, 6 Yam+ N A+{p/�{� S St x 782 5 - -.t l'.. ".. --': '!"..-'6'.4:7"-.6-2, ''-6—.:6 T y.a e �'�y F 1 `�` ' s Tigard b vY� � F i� at; .c. e3' ra a . Flow Hydrant r "mil '-,-01 2 1 0- _-Yr 01B1114 7585 N�� j ykE re 010R153 'tA . N. 41B'4151 SW HtiNZRKFR RD ''"� 01B0147 .11E10144, 7670 4180142 e �at 7670 '4 7670 7670 7670 75R It S i V �n ter= k :185 '' Ct. 2 7895 4. tk1B+ 113 i'lB �;-f :� x. 7875 ;� 91B0085 > 17 oiB007 q - „ 7855 t Monitor Hvdiant � 7845 �� tB1t3Fi q ,. 7835 8100 fF { r 01BOf56 y �4 '5 12 11 51 ry ¢ �rH �'�I;�. is " -J f24a; Z � Flow Iiyl ant f-- 7 78'05 n„ � .= ' 1 E5 011 r,, Rai i ) EtuS28 icr 141.0 7910 `' c.:g ''c-'r 411-7 Po I,. 79 40 , ,:et "� 7580 • W YAT T FIRE PROTECTION, INC. 9095 S.W. Burnham Tigard,OR 97223 Fire Hydrant Fire Flow PROJECT SW 77th PI. & SW Hunziker ADDRESS SW 77th PI. & SW Hunziker CROSS STREET HYDRANT SW 77th PI. & SW Hunziker LOCATION STATIC 104 PITOT RESIDUAL 36 GPM 2256 one 4" pitot flowed GPM AT 20 PSI 11677 calculated per NFPA 291 DATED 05.04.18 MONITOR HYDRANT SW 77th PI. (North end) LOCATION STATIC 104 RESIDUAL 100 DATED 05.04.18 WITNESS WITNESSED BY TITLE ORGANIZATION City of Tigard Public Works SIGNATURE PERFORMED BY Jack Gardner HYDRANT FLOW REQUEST FORM PROJECT: ADDRESS: 8001 SW Hunziker RD Tigard OR CROSS STREET: FLOW HYDRANT LOCATION: SW Hunziker RD & SW Wall STATIC: 106 RESIDUAL: PITOT 86 GPM: 1555 AT 20 PSI- 8157 DATED: 05.01.15 8:15 AM MONITOR HYDRANT LOCATION: 8100 SW Hunziker Rd STATIC: 106 RESIDUAL: 102 GPM: DATED: 05.01.15 AM WITNESS WITNESSED BY: • TITLE: ORGANIZATION: Tigard Water Dept. SIGNATURE: