Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Report (41)
f-PS).0/5----0(xo2_ lCe3J.v Cu; -2,z/4-0/, RECEIVED JAN l Y 2015 CITY OF TIGARD BUILDING DIVISION SERVICE PARTNERS 1015 WHSE. EXPANSION HYDRAULIC CALCVLAflONS SOd PAl OFR 2500 0. Fr. HYDRAULIC CALCULATIONS for Job Information Project Name:Service Partners • Contract No. : City: Tigard, OR 97224 Project Location: 16320 SW 72nd Ave Building 3 Date: 10/10/2014 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: Bruce Pearson Authority Having Jurisdiction: City of Tigard Design Remote Area Name DesignArea_1 Remote Area Location Occupancy Classification Density(gpm/ft2) 0.8 Area of Application(ft2) 2548 Coverage per Sprinkler(ft2) 98 1$ )PROp Number of Calculated Sprinklers 26 � ‘4,GINe9 z/A In-Rack Demand(gpm) 0 76/ / �Ys _/ ' �i Special Heads *r OR GO Hose Streams(gpm) 500 1041. c44, Total Water Required(incl. Hose Streams)(gpm) 2564.3 ''r7 D.'Vv' EXPIRES: "its' Required Pressure at Source(psi) 70.9 Type of System Wet Volume-Entire System (gal) 4812 gal Water Supply Information Date Location Source Notes File:C:\Users\Ashley\Documents\Projects\Bruce's\Service Partners.tyc3 Date 10/25/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:Service Partners Hydraulic Analysis for : DesignArea_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 : srcl Flow(gpm) Pressure(psi) 0 103 1964 92 Hoses Inside Hose Flow/Standpipe Demand(gpm) 0 Outside Hose Flow(gpm) 500 Additional Outside Hose Flow(gpm) Other(custom defined) Hose Flow(gpm) 0 Total Hose Flow(gpm) 500 Sprinklers Ovehead Sprinkler Flow(gpm) 2064.3 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 2064.3 Other Required Margin of Safety(psi) 0 Base of Riser -Pressure(psi) 70.9 Base of Riser -Flow(gpm) 2564.3 Demand w/o System Pump(s) N/A File:C:\Users\Ashle D um n Pr ' Br y\ oc a ts\ gects\ uce's\Service Partners.tyc3 Date 10/25/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Service Partners . Hydraulic Analysis for : DesignArea_1 f Supply -I- System Demand 1 , 150 I 140 —+— ! t l i 130 - i 12. I t .- 11 S'4___ , 100 ` ._Ci 1 90 - i. _ _ ! 78.1s 15 2 F _ L 80 F _ _ D2 Vc/)� 70 , 1 _,— L w 60 i 50 , 40 ; 30 _ 1 ....ali f D1 , I ; 2 - - 0 - itammm 0 1000 1500 2000 2500 300( Flow, gpm File:C:\Users\Ashley\Documents\Projects\Bruce's\Service Partners.tyc3 Date 10/25/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 4 • Job:Service Partners Hydraulic Analysis for : DesignArea_1 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 103 S2 Supply point#2-Residual 1964 92 D1 Elevation Pressure 0 10.4 D2 System Demand 2564.3 70.9 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) _ Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 81.8 2802.8 14 2564.3 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psis/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) hl Overhead 98 16.8 0.8 78.4 21.8 0.858 84.1 25.1 Sprinkler h2 Overhead 98 16.8 0.8 78.4 21.8 0.82 80.3 22.9 Sprinkler h3 Overhead 98 16.8 0.8 78.4 21.8 0.81 79.4 22.3 Sprinkler h4 Overhead 98 16.8 0.8 78.4 21.8 0.805 78.9 22.1 Sprinkler h5 Overhead 98 16.8 0.8 78.4 21.8 0.804 78.8 22 Sprinkler h6 Overhead 98 16.8 0.8 78.4 21.8 0.803 78.7 22 Sprinkler h7 Overhead 98 16.8 0.8 78.4 21.8 0.811 79.5 22.4 Sprinkler h8 Overhead 98 16.8 0.8 78.4 21.8 0.817 80.1 22.7 Sprinkler • h9 Overhead 98 16.8 0.8 78.4 21.8 0.808 79.2 22.2 Sprinkler h10 Overhead 98 16.8 0.8 78.4 21.8 0.803 78.7 22 Sprinkler h11 Overhead 98 16.8 0.8 78.4 21.8 0.801 78.5 21.9 Sprinkler h12 Overhead 98 16.8 0.8 78.4 21.8 0.801 78.5 21.8 Sprinkler h13 Overhead 98 16.8 0.8 78.4 21.8 0.809 79.3 22.3 Sprinkler File:C:\Users\Ashley\Documents\Projects\Bruce's\Service Partners.tyc3 Date 10/25/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 5 r . _ 11 h14 Overhead 98 16.8 0.8 78.4 21.8 0.816 80 22.7 Sprinkler h15 Overhead 98 16.8 0.8 78.4 21.8 0.807 79.1 22.2 Sprinkler h16 Overhead 98 16.8 0.8 78.4 21.8 0.802 78.6 21.9 Sprinkler h17 Overhead 98 16.8 0.8 78.4 21.8 0.801 78.5 21.8 Sprinkler h18 Overhead 98 16.8 0.8 78.4 21.8 0.8 78.4 21.8 Sprinkler h19 Overhead 98 16.8 0.8 78.4 21.8 0.809 79.2 22.2 Sprinkler h20 Overhead 98 16.8 0.8 78.4 21.8 0.858 84.1 25 Sprinkler h21 Overhead 98 16.8 0.8 78.4 21.8 0.804 78.8 22 Sprinkler h22 Overhead 98 16.8 0.8 78.4 21.8 0.806 79 22.1 Sprinkler h23 Overhead 98 16.8 0.8 78.4 21.8 0.802 78.6 21.9 Sprinkler h24 Overhead 98 16.8 0.8 78.4 21.8 0.804 78.8 22 Sprinkler h25 Overhead 98 16.8 0.8 78.4 21.8 0.801 78.5 21.8 Sprinkler h26 Overhead 98 16.8 0.8 78.4 21.8 0.803 78.7 21.9 Sprinkler File:C:\Users\Ashley\Documents\Projects\Bruce's\Service Partners.tyc3 Date 10/25/2014 Copyright 0 2002-2012 Tyco Fire Protection Products Page 6 Job:Service Partners Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Elev Hgroup Tot. Pres. Discharge K-Fact. Req. Discharge Req. Pres. ft, psi gpm gpm/psi'/2 gpm psi n17 21.13 NODE n18 20.13 NODE n19 21.13 NODE n20 20.13 NODE n37 21.13 NODE n38 20.13 NODE n39 21.13 NODE n40 20.13 NODE n57 21.13 NODE n58 20.13 NODE n59 21.13 NODE n60 20.13 NODE n77 21.13 NODE n78 20.13 NODE n79 21.13 NODE n80 20.13 NODE n97 21.13 NODE n98 20.13 NODE n99 21.13 NODE n100 20.13 NODE n117 21.13 NODE n118 20.13 NODE n119 21.13 NODE n120 20.13 NODE n137 21.13 NODE n138 20.13 NODE n139 21.13 NODE n140 20.13 NODE n157 21.13 NODE n158 20.13 NODE n159 21.13 NODE n160 20.13 NODE n177 21.13 NODE n178 20.13 NODE n179 21.13 NODE n180 20.13 NODE n197 21.13 NODE n198 20.13 NODE n199 21.13 NODE n200 20.13 NODE n217 21.13 NODE n218 20.13 NODE n219 21.13 NODE n220 20.13 NODE File:C:\Users Ashley\Documents\Projects\Bruce's\Service Partners.tyc3 Date 10/25/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:Service Partners Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Elev Hgroup Tot. Pres. Discharge K-Fact. Req. Discharge Req. Pres. ft psi gpm gpm/psis/z gpm psi • n237 21.13 NODE n238 20.13 NODE n239 21.13 NODE n240 20.13 NODE n257 21.13 NODE n258 20.13 NODE n259 21.13 NODE n260 20.13 NODE n277 21.13 NODE n278 20.13 NODE n279 21.13 NODE n280 20.13 NODE hl 21.13 HEAD 16.8 n297 21.13 NODE n298 20.13 NODE n299 21.13 NODE n300 20.13 NODE h2 21.13 HEAD 16.8 h3 21.13 HEAD 16.8 h4 21.13 HEAD 16.8 h5 21.13 HEAD 16.8 h6 21.13 HEAD 16.8 h7 21.13 HEAD 16.8 n317 21.13 NODE n318 20.13 NODE n319 21.13 NODE n320 20.13 NODE n323 21.13 NODE h8 21.13 HEAD 16.8 h9 21.13 HEAD 16.8 h10 21.13 HEAD 16.8 ' hll 21.13 HEAD 16.8 h12 21.13 HEAD 16.8 h13 21.13 HEAD 16.8 n337 21.13 NODE n338 20.13 NODE n339 21.13 NODE n340 20.13 NODE n343 21.13 NODE h14 21.13 HEAD 16.8 h15 21.13 HEAD 16.8 h16 21.13 HEAD 16.8 h17 21.13 HEAD 16.8 h18 21.13 HEAD 16.8 File:C:\Users\Ashley\Documents\Projects\Bruce's\Service Partners.tyc3 Date 10/25/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 8 • Job:Service Partners Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Elev Hgroup Tot. Pres. Discharge K-Fact. Req. Discharge Req. Pres. ft psi gpm gpm/psilh gpm psi h19 21.13 HEAD 16.8 n357 21.13 NODE n358 20.13 NODE n359 21.13 NODE n360 20.13 NODE n361 20.13 NODE n362 20.13 NODE n364 20.13 NODE n441 20.13 NODE n413 21.13 NODE n414 20.13 NODE n418 21.13 NODE n421 21.13 NODE n422 20.13 NODE n416 20.13 NODE n426 21.13 NODE n424 20.13 NODE n430 21.13 NODE n428 20.13 NODE n433 21.13 NODE n387 21.13 NODE n388 20.13 NODE n390 20.13 NODE n392 21.13 NODE n393 20.13 NODE n396 21.13 NODE n397 20.13 NODE n381 20.13 NODE n401 21.13 NODE n378 21.13 NODE n379 20.13 NODE n376 20.13 NODE n383 21.13 NODE n371 20.13 NODE n432 20.13 NODE n437 20.13 NODE n438 0.13 NODE n439 -2.87 NODE n440 20.13 NODE hsol -2.87 HOSE 500 500 n444 -2.87 NODE srcl -2.87 SUPPLY -2564.3 h20 21.13 HEAD 16.8 h21 21.13 HEAD 16.8 File:C:\Users\Ashley\Documents\Projects\Bruce's\Service Partners.tyc3 Date 10/25/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:Service Partners Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Elev Hgroup Tot. Pres. Discharge K-Fact. Req. Discharge Req. Pres. ft psi gpm gpm/psis/z gpm psi • h22 21.13 HEAD 16.8 h23 21.13 HEAD 16.8 h24 21.13 HEAD 16.8 h25 21.13 HEAD 16.8 h26 21.13 HEAD 16.8 n454 20.13 NODE n455 20.13 NODE File:C:\Users\Ashley\Documents\Projects\Bruce's\Service Partners.tyc3 Date 10/25/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job name:Service Partners 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) (9Pm/Psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) , h18 21.13 16.8 78.4 3 8 120 21.8 h25 21.13 16.8 46.3 3.26 0 0.0025 0 8 0.0 h25 21.13 16.8 78.5 3 8 120 21.8 h26 21.13 16.8 124.8 3.26 0 0.0154 0 8 0.1 h26 21.13 16.8 78.7 3 8 120 21.9 h19 21.13 16.8 203.4 3.26 0 0.0381 0 8 0.3 h19 21.13 16.8 79.2 3 lx(us.Tee-Br)=20.16 4 120 22.2 n359 21.13 282.7 3.26 20.16 0.07 0 24.16 1.7 1 n359 21.13 0 3 lx(us.Tee-Br)=20.16 1 120 23.9 n360 20.13 282.7 3.26 20.16 0.07 0.4 21.16 1.5 n360 20.13 0 6 12.25 120 25.9 n340 20.13 282.7 6.357 0 0.0027 0 12.25 0.0 n340 20.13 282.3 6 12.25 120 25.9 n320 20.13 565 6.357 0 0.0098 0 12.25 0.1 n320 20.13 282.4 6 12.25 120 26 n300 20.13 847.4 6.357 0 0.0207 0 12.25 0.3 n300 20.13 131.8 6 12.25 120 26.3 n280 20.13 979.2 6.357 0 0.027 0 12.25 0.3 n280 20.13 31.9 6 12.25 120 26.6 n260 20.13 1011.1 6.357 0 0.0287 0 12.25 0.4 n260 20.13 26.4 6 12.25 120 26.9 n240 20.13 1037.5 6.357 0 0.0301 0 12.25 0.4 n240 20.13 5.7 6 12.25 120 27.3 n220 20.13 1043.2 6.357 0 0.0304 0 12.25 0.4 , n220 20.13 -18.1 6 12.25 120 27.7 n200 20.13 1025.1 6.357 0 0.0294 0 12.25 0.4 . n200 20.13 -14.4 6 12.25 120 28 n180 20.13 1010.7 6.357 0 0.0287 0 12.25 0.4 n180 20.13 -15.2 6 12.25 120 28.4 n160 20.13 995.5 6.357 0 0.0279 0 12.25 0.3 n160 20.13 -20.8 6 12.25 120 28.7 n140 20.13 974.7 6.357 0 0.0268 0 12.25 0.3 n140 20.13 -17 6 12.25 120 29.1 n120 20.13 957.7 6.357 0 0.0259 0 12.25 0.3 n120 20.13 -16.3 6 12.25 120 29.4 n100 20.13 941.4 6.357 0 0.0251 0 12.25 0.3 1 ©2006 National Fire Protection Association Page 11 Job name:Service Partners 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) (9pm/psil/2) (9pm) (in) (ft) (ft) (psi) (psi) n100 20.13 -15.1 6 12.25 120 29.7 n80 20.13 926.2 6.357 0 0.0244 0 12.25 0.3 n80 20.13 -51.3 6 12.25 120 30 n60 20.13 874.9 6.357 0 0.0219 0 12.25 0.3 n60 20.13 -59.1 6 7.15 120 30.3 n364 20.13 815.8 6.357 0 0.0193 0 7.15 0.1 n364 20.13 -182.6 6 2x(us.Tee-Br)=75.44 62.42 120 30.4 n361 20.13 633.2 6.357 75.44 0.0121 0 137.86 1.7 n361 20.13 1248.5 6 5.1 120 32.1 n38 20.13 1881.7 6.065 0 0.1139 0 5.1 0.6 n38 20.13 75.6 6 12.25 120 32.6 n18 20.13 1957.4 6.065 0 0.1225 0 12.25 1.5 n18 20.13 107 6 lx(us.90)=14 5 120 34.1 n362 20.13 2064.3 6.065 14 0.1352 0 19 2.6 n362 20.13 0 6 lx(us.90)=14 59 120 36.7 n441 20.13 2064.3 6.065 14 0.1352 0 73 9.9 n441 20.13 0 6 lx(us.90)=14 28 120 46.6 n437 20.13 2064.3 6.065 14 0.1352 0 42 5.7 n437 20.13 0 6 1x(coupling)=1 20 120 52.3 n438 0.13 2064.3 6.065 1 0.1352 8.7 21 2.8 n438 0.13 0 10 1x(us.90)=35.98 3 140 63.8 n439 -2.87 2064.3 10.58 35.98 0.0068 1.3 38.98 0.3 n439 -2.87 0 10 lx(us.Tee-Br)=81.78 20 140 65.3 (r�/ASE of hsol -2.87 2064.3 10.58 81.78 0.0068 0 .C,1 SER 101.78 0.7 . hsol -2.87 500 10 lx(us.Tee-Br)=81.78 300 140 66 n444 -2.87 2564.3 10.58 81.78 0.0101 0 381.78 3.9 n444 -2.87 0 12 .250 140 69.9 srcl -2.87 2564.3 12.64 0 0.0043 0 250 1.1 h18 21.13 16.8 78.4 3 8 120 21.8 h17 21.13 16.8 32.2 3.26 0 0.0012 0 8 0 h17 21.13 16.8 78.5 3 8 120 21.8 h16 21.13 16.8 110.6 3.26 0 0.0123 0 8 0.1 h16 21.13 16.8 78.6 3 8 120 21.9 h15 21.13 16.8 189.3 3.26 0 0.0333 0 8 0.3 h15 21.13 16.8 79.1 3 8 120 22.2 h14 21.13 16.8 268.4 3.26 0 0.0636 0 8 0.5 ©2006 National Fire Protection Association Page 12 Job name:Service Partners 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/a) (gpm) (in) (ft) (ft) (psi) (Psi) h14 21.13 16.8 80 3 2.42 120 22.7 n357 21.13 348.4 3.26 0 0.103 0 2.42 0.2 n357 21.13 -160.8 3 lx(us.Tee-Br)=20.16 32.71 120 22.9 n343 21.13 187.5 3.26 20.16 0.0327 0 52.87 1.7 n343 21.13 0 3 lx(us.Tee-Br)=20.16 1 120 24.7 n455 20.13 187.5 3.26 20.16 0.0327 0.4 21.16 0.7 n455 20.13 0 6 12.25 120 25.8 n454 20.13 187.5 6.357 0 0.0013 0 12.25 0.0 n454 20.13 186 6 1x(us.90)=17.6 7.58 120 25.8 n432 20.13 373.6 6.357 17.6 0.0045 0 25.18 0.1 n432 20.13 0 6 1x(us.90)=17.6 15.29 120 25.9 n371 20.13 373.6 6.357 17.6 0.0045 0 32.89 0.1 n371 20.13 0 6 4.67 120 26.1 n376 20.13 373.6 6.357 0 0.0045 0 4.67 0.0 n376 20.13 173.8 6 12.25 120 26.1 n379 20.13 547.4 6.357 0 0.0092 0 12.25 0.1 n379 20.13 83.8 6 12.25 120 26.2 n381 20.13 631.2 6.357 0 0.012 0 12.25 0.1 n381 20.13 9 6 12.25 120 26.3 n397 20.13 640.1 6.357 0 0.0123 0 12.25 0.2 n397 20.13 -30 6 12.25 120 26.5 n393 20.13 610.2 6.357 0 0.0113 0 12.25 0.1 n393 20.13 -45.4 6 12.25 120 26.6 n388 20.13 564.8 6.357 0 0.0098 0 12.25 0.1 . n388 20.13 -58.9 6 12.25 120 26.8 n390 20.13 506 6.357 0 0.008 0 12.25 0.1 n390 20.13 -65 6 12.25 120 26.9 n428 20.13 440.9 6.357 0 0.0062 0 12.25 0.1 n428 20.13 -72.5 6 12.25 120 26.9 n424 20.13 368.4 6.357 0 0.0044 0 12.25 0.1 n424 20.13 -81.2 6 12.25 120 27 n422 20.13 287.2 6.357 0 0.0028 0 12.25 0.0 n422 20.13 -86.5 6 12.25 120 27 n416 20.13 200.7 6.357 0 0.0014 0 12.25 0.0 n416 20.13 -92.6 6 lx(us.Tee-Br)=37.72 12.25 120 27 n414 20.13 108.1 6.357 37.72 0.0005 0 49.97 0.0 ©2006 National Fire Protection Association Page 13 • Job name:Service Partners 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) (9Pr►VPsil/2) (gpm) (in) (ft) (ft) (psi) (psi) n414 20.13 0 2.5 lx(us.Tee-Br)=16.47 1 120 27.1 n413 21.13 108.1 2.635 16.47 0.0333 -0.4 17.47 0.6 n413 21.13 0 2.5 lx(us.Tee-Br)=16.47 48 120 27.2 n97 21.13 108.1 2.635 16.47 0.0333 0 64.47 2.1 n97 21.13 15.1 2.5 lx(us.Tee-Br)=16.47 1 120 29.4 n98 20.13 123.2 2.635 16.47 0.0424 0.4 17.47 0.7 n98 20.13 1014.9 6 12.25 120 30.5 n78 20.13 1138.1 6.065 0 0.0449 0 12.25 0.5 n78 20.13 51.3 6 12.25 120 31.1 n58 20.13 1189.4 6.065 0 0.0487 0 12.25 0.6 n58 20.13 59.1 6 7.15 120 31.7 n361 20.13 1248.5 6.065 0 0.0533 0 7.15 0.4 h12 21.13 16.8 78.5 3 8 120 21.8 h23 21.13 16.8 45.7 3.26 0 0.0024 0 8 0.0 h23 21.13 16.8 78.6 3 8 120 21.9 h24 21.13 16.8 124.2 3.26 0 0.0153 0 8 0.1 h24 21.13 16.8 78.8 3 8 120 22 h13 21.13 16.8 203 3.26 0 0.0379 0 8 0.3 h13 21.13 16.8 79.3 3 lx(us.Tee-Br)=20.16 4 120 22.3 n339 21.13 282.3 3.26 20.16 0.0698 0 24.16 1.7 n339 21.13 0 3 lx(us.Tee-Br)=20.16 1 120 24 n340 20.13 282.3 3.26 20.16 0.0698 0.4 21.16 1.5 h12 21.13 16.8 78.5 3 8 120 21.8 h11 21.13 16.8 32.8 3.26 0 0.0013 0 8 0.0 . hll 21.13 16.8 78.5 3 8 120 21.9 h10 21.13 16.8 111.4 3.26 0 0.0125 0 8 0.1 h10 21.13 16.8 78.7 3 8 120 22 h9 21.13 16.8 190.1 3.26 0 0.0336 0 8 0.3 h9 21.13 16.8 79.2 3 8 120 22.2 h8 21.13 16.8 269.3 3.26 0 0.064 0 8 0.5 h8 21.13 16.8 80.1 3 2.42 120 22.7 n337 21.13 349.4 3.26 0 0.1036 0 2.42 0.3 n337 21.13 -163.4 3 lx(us.Tee-Br)=20.16 32.71 120 23 n323 21.13 186 3.26 20.16 0.0322 0 52.87 1.7 n323 21.13 0 3 lx(us.Tee-Br)=20.16 1 120 24.7 n454 20.13 186 3.26 20.16 0.0322 0.4 21.16 0.7 ©2006 National Fire Protection Association Page 14 . Job name:Service Partners 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/psiV2) (gpm) (in) (ft) (ft) (psi) (psi) h6 21.13 16.8 78.7 3 8 120 22 h21 21.13 16.8 45.2 3.26 0 0.0023 0 8 0.0 h21 21.13 16.8 78.8 3 8 120 22 h22 21.13 16.8 123.9 3.26 0 0.0152 0 8 0.1 h22 21.13 16.8 79 3 8 120 22.1 h7 21.13 16.8 202.9 3.26 0 0.0379 0 8 0.3 h7 21.13 16.8 79.5 3 lx(us.Tee-Br)=20.16 4 120 22.4 n319 21.13 282.4 3.26 20.16 0.0699 0 24.16 1.7 n319 21.13 0 3 lx(us.Tee-Br)=20.16 1 120 24.1 n320 20.13 282.4 3.26 20.16 0.0699 0.4 21.16 1.5 h6 21.13 16.8 78.7 3 8 120 22 h5 21.13 16.8 33.6 3.26 0 0.0014 0 8 0.0 h5 21.13 16.8 78.8 3 8 120 22 h4 21.13 16.8 112.3 3.26 0 0.0127 0 8 0.1 h4 21.13 16.8 78.9 3 8 120 22.1 1 h3 21.13 16.8 191.3 3.26 0 0.0339 0 8 0.3 h3 21.13 16.8 79.4 3 8 120 22.3 h2 21.13 16.8 270.7 3.26 0 0.0646 0 8 0.5 h2 21.13 16.8 80.3 3 2.42 120 22.9 n317 21.13 351 3.26 0 0.1045 0 2.42 0.3 n317 21.13 -173.8 3 2x(us.Tee-Br)=40.32 1 120 23.1 n318 20.13 177.2 3.26 40.32 0.0295 0.4 41.32 1.2 n318 20.13 324.2 4 12.25 120 24.8 n298 20.13 501.4 4.26 0 0.0549 0 12.25 0.7 n298 20.13 -47.4 4 lx(coupling)=1.32 7 120 25.4 n440 20.13 454 4.26 1.32 0.0457 0 8.32 0.4 n440 20.13 0 4 5.25 120 25.8 n278 20.13 454 4.026 0 0.0602 0 5.25 0.3 n278 20.13 -40.9 4 12.25 120 26.1 n258 20.13 413.1 4.026 0 0.0505 0 12.25 0.6 n258 20.13 3.6 4 12.25 120 26.8 n238 20.13 416.7 4.026 0 0.0514 0 12.25 0.6 n238 20.13 39.7 4 12.25 120 27.4 n218 20.13 456.4 4.026 0 0.0608 0 12.25 0.7 n218 20.13 77 5 12.25 120 28.1 n198 20.13 533.3 5.047 0 0.027 0 12.25 0.3 C.2006 National Fire Protection Association Page 15 Job name:Service Partners 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/psll/z) (gpm) (in) (ft) (ft) (psi) (psi) ' n198 20.13 79.4 5 12.25 120 28.5 n178 20.13 612.7 5.047 0 0.0349 0 12.25 0.4 n178 20.13 87.7 5 12.25 120 28.9 n158 20.13 700.4 5.047 0 0.0447 0 12.25 0.5 n158 20.13 102 6 12.25 120 29.4 n138 20.13 802.4 6.065 0 0.0235 0 12.25 0.3 n138 20.13 103.6 6 12.25 120 29.7 n118 20.13 906 6.065 0 0.0294 0 12.25 0.4 n118 20.13 108.9 6 12.25 120 30.1 n98 20.13 1014.9 6.065 0 0.0363 0 12.25 0.4 h20 21.13 16.8 84.1 3 8 120 25 hi 21.13 16.8 47.7 3.26 0 0.0026 0 8 0.0 hl 21.13 16.8 84.1 3 lx(us.Tee-Br)=20.16 4 120 25.1 n299 21.13 131.8 3.26 20.16 0.017 0 24.16 0.4 n299 21.13 0 3 lx(us.Tee-Br)=20.16 1 120 25.5 n300 20.13 131.8 3.26 20.16 0.017 0.4 _ 21.16 0.4 h20 21.13 16.8 84.1 3 50.42 120 25 n297 21.13 36.4 3.26 0 0.0016 0 50.42 0.1 n297 21.13 47.4 3 lx(us.Tee-Br)=20.16 48 120 25.1 n378 21.13 83.8 3.26 20.16 0.0074 0 68.16 0.5 n378 21.13 0 3 1x(us.Tee-Br)=20.16 1 120 25.6 n379 20.13 83.8 3.26 20.16 0.0074 0.4 21.16 0.2 n220 20.13 0 2.5 2x(us.Tee-Br)=32.95 1 120 27.7 n219 21.13 18.1 2.635 32.95 0.0012 -0.4 33.95 0.0 n219 21.13 0 2.5 lx(us.Tee-Br)=16.47 62.42 120 27.3 n217 21.13 18.1 2.635 16.47 0.0012 0 78.89 0.1 n217 21.13 58.9 2.5 lx(us.Tee-Br)=16.47 1 120 27.4 n218 20.13 77 2.635 16.47 0.0177 0.4 17.47 0.3 n200 20.13 0 2.5 2x(us.Tee-Br)=32.95 1 120 28 n199 21.13 14.4 2.635 32.95 0.0008 -0.4 33.95 0.0 n199 21.13 0 2.5 lx(us.Tee-Br)=16.47 62.42 120 27.6 n197 21.13 14.4 2.635 16.47 0.0008 0 78.89 0.1 n197 21.13 65 2.5 lx(us.Tee-Br)=16.47 1 120 27.7 n198 20.13 79.4 2.635 16.47 0.0188 0.4 17.47 0.3 n180 20.13 0 2.5 2x(us.Tee-Br)=32.95 1 120 28.4 n179 21.13 15.2 2.635 32.95 0.0009 -0.4 33.95 0.0 ©2006 National Fire Protection Association Page 16 i Job name:Service Partners 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) (9Pm/Psf1/2) (gpm) (in) (ft) (ft) (psi) (psi) n179 21.13 0 2.5 lx(us.Tee-Br)=16.47 62.42 120 28 n177 21.13 15.2 2.635 16.47 0.0009 0 78.89 0.1 n177 21.13 72.5 2.5 lx(us.Tee-Br)=16.47 1 120 28.1 n178 20.13 87.7 2.635 16.47 0.0226 0.4 17.47 0.4 n160 20.13 0 2.5 2x(us.Tee-Br)=32.95 1 120 28.7 n159 21.13 20.8 2.635 32.95 0.0016 -0.4 33.95 0.1 n159 21.13 0 2.5 lx(us.Tee-Br)=16.47 62.42 120 28.4 n157 21.13 20.8 2.635 16.47 0.0016 0 78.89 0.1 n157 21.13 81.2 2.5 lx(us.Tee-Br)=16.47 1 120 28.5 n158 20.13 102 2.635 16.47 0.0299 0.4 17.47 0.5 n140 20.13 0 2.5 2x(us.Tee-Br)=32.95 1 120 29.1 n139 21.13 17 2.635 32.95 0.0011 -0.4 33.95 0.0 n139 21.13 0 2.5 lx(us.Tee-Br)=16.47 62.42 120 28.7- n137 21.13 17 2.635 16.47 0.0011 0 78.89 0.1 n137 21.13 86.5 2.5 lx(us.Tee-Br)=16.47 1 120 28.8 n138 20.13 103.6 2.635 16.47 0.0307 0.4 17.47 0.5 n120 20.13 0 2.5 2x(us.Tee-Br)=32.95 1 120 29.4 n119 21.13 16.3 2.635 32.95 0.001 -0.4 33.95 0.0 n119 21.13 0 2.5 lx(us.Tee-Br)=16.47 62.42 120 29 n117 21.13 16.3 2.635 16.47 0.001 0 78.89 0.1 n117 21.13 92.6 2.5 lx(us.Tee-Br)=16.47 1 120 29.1 n118 20.13 108.9 2.635 16.47 0.0337 0.4 17.47 0.6 n100 20.13 0 2.5 2x(us.Tee-Br)=32.95 1 120 29.7 n99 21.13 15.1 2.635 32.95 0.0009 -0.4 33.95 0.0 n99 21.13 0 2.5 lx(us.Tee-Br)=16.47 62.42 120 29.3 n97 21.13 15.1 2.635 16.47 0.0009 0 78.89 0.1 . n80 20.13 0 2.5 2x(us.Tee-Br)=32.95 1 120 30 n79 21.13 51.3 2.635 32.95 0.0084 -0.4 33.95 0.3 n79 21.13 0 2.5 1x(us.Tee-Br)=16.47 62.42 120 29.8 n77 21.13 51.3 2.635 16.47 0.0084 0 78.89 0.7 n77 21.13 0 2.5 lx(us.Tee-Br)=16.47 1 120 30.5 n78 20.13 51.3 2.635 16.47 0.0084 0.4 17.47 0.1 n60 20.13 0 2.5 2x(us.Tee-Br)=32.95 1 120 30.3 n59 21.13 59.1 2.635 32.95 0.0109 -0.4 - 33.95 0.4 1 n59 21.13 0 2.5 lx(us.Tee-Br)=16.47 62.42 120 30.2 n57 21.13 59.1 2.635 16.47 0.0109 0 78.89 0.9 ©2006 National Fire Protection Association Page 17 Job name:Service Partners 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) n57 21.13 0 2.5 lx(us.Tee-Br)=16.47 1 120 31 n58 20.13 59.1 2.635 16.47 0.0109 0.4 17.47 0.2 n364 20.13 0 6 5.1 120 30.4 n40 20.13 182.6 6.357 0 0.0012 0 5.1 0 n40 20.13 -75.6 6 lx(us.Tee-Br)=37.72 12.25 120 30.4 n20 20.13 107 6.357 37.72 0.0004 0 49.97 0.0 n20 20.13 0 2.5 lx(us.Tee-Br)=16.47 1 120 30.4 n19 21.13 107 2.635 16.47 0.0326 -0.4 17.47 0.6 n19 21.13 0 2.5 1x(us.Tee-Br)=16.47 62.42 120 30.6 n17 21.13 107 2.635 16.47 0.0326 0 78.89 2.6 n17 21.13 0 2.5 1x(us.Tee-Br)=16.47 1 120 33.1 n18 20.13 107 2.635 16.47 0.0326 0.4 17.47 0.6 n357 21.13 0 3 2x(us.Tee-Br)=40.32 1 120 22.9 n358 20.13 160.8 3.26 40.32 0.0246 0.4 41.32 1 n358 20.13 0 4 12.25 120 24.4 n338 20.13 160.8 4.26 0 0.0067 0 12.25 0.1 n338 20.13 163.4 4 12.25 120 24.5 n318 20.13 324.2 4.26 0 0.0245 0 12.25 0.3 n397 20.13 0 2.5 lx(us.Tee-Br)=16.47 1 120 26.5 n396 21.13 30 2.635 16.47 0.0031 -0.4 17.47 0.1 n396 21.13 0 2.5 lx(us.Tee-Br)=16.47 48 120 26.1 n257 21.13 30 2.635 16.47 0.0031 0 64.47 0.2 n257 21.13 -3.6 2.5 62.42 120 26.3 n259 21.13 26.4 2.635 0 0.0024 0 62.42 0.2 n259 21.13 0 3 2x(us.Tee-Br)=40.32 1 120 26.5 • n260 20.13 26.4 3.26 40.32 0.0009 0.4 41.32 0.0 n393 20.13 0 2.5 2x(us.Tee-Br)=32.95 1 120 26.6 • n392 21.13 45.4 2.635 32.95 0.0067 -0.4 33.95 0.2 n392 21.13 0 2.5 lx(us.Tee-Br)=16.47 48 120 26.4 n237 21.13 45.4 2.635 16.47 0.0067 0 64.47 0.4 n237 21.13 -5.7 2.5 lx(us.Tee-Br)=16.47 1 120 26.9 n238 20.13 39.7 2.635 16.47 0.0052 0.4 17.47 0.1 n388 20.13 0 2.5 2x(us.Tee-Br)=32.95 1 120 26.8 n387 21.13 58.9 2.635 32.95 0.0108 -0.4 33.95 0.4 n387 21.13 0 2.5 lx(us.Tee-Br)=16.47 48 120 26.7 n217 21.13 58.9 2.635 16.47 0.0108 0 64.47 0.7 ©2006 National Fire Protection Association Page 18 Job name:Service Partners 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/psl'/2) (gpm) (in) (ft) (ft) (psi) (psi) n390 20.13 0 2.5 2x(us.Tee-Br)=32.95 1 120 26.9 n433 21.13 65 2.635 32.95 0.013 -0.4 33.95 0.4 n433 21.13 0 2.5 lx(us.Tee-Br)=16.47 48 120 26.9 n197 21.13 65 2.635 16.47 0.013 0 64.47 0.8 n428 20.13 0 2.5 2x(us.Tee-Br)=32.95 1 120 26.9 n430 21.13 72.5 2.635 32.95 0.0159 -0.4 33.95 0.5 n430 21.13 0 2.5 1x(us.Tee-Br)=16.47 48 120 27 n177 21.13 72.5 2.635 16.47 0.0159 0 64.47 1 n424 20.13 0 2.5 2x(us.Tee-Br)=32.95 1 120 27 n426 21.13 81.2 2.635 32.95 0.0196 -0.4 33.95 0.7 n426 21.13 0 2.5 lx(us.Tee-Br)=16.47 48 120 27.2 n157 21.13 81.2 2.635 16.47 0.0196 0 64.47 1.3 n422 20.13 0 2.5 2x(us.Tee-Br)=32.95 1 120 27 n421 21.13 86.5 2.635 32.95 0.022 -0.4 33.95 0.7 n421 21.13 0 2.5 lx(us.Tee-Br)=16.47 48 120 27.3 n137 21.13 86.5 2.635 16.47 0.022 0 64.47 1.4 n416 20.13 0 2.5 2x(us.Tee-Br)=32.95 1 120 27 n418 21.13 92.6 2.635 32.95 0.025 -0.4 33.95 0.8 n418 21.13 0 2.5 lx(us.Tee-Br)=16.47 48 120 27.4 n117 21.13 92.6 2.635 16.47 0.025 0 64.47 1.6 n337 21.13 0 3 2x(us.Tee-Br)=40.32 1 120 23 n338 20.13 163.4 3.26 40.32 0.0253 0.4 41.32 1 n317 21.13 0 3 1x(us.Tee-Br)=20.16 48 120 23.1 n383 21.13 173.8 3.26 20.16 0.0284 0 68.16 1.9 n383 21.13 0 3 1x(us.Tee-Br)=20.16 1 120 25.1 n376 20.13 173.8 3.26 20.16 0.0284 0.4 21.16 0.6 . n298 20.13 0 3 2x(us.Tee-Br)=40.32 1 120 25.4 n297 21.13 47.4 3.26 40.32 0.0026 -0.4 41.32 0.1 n278 20.13 0 2.5 2x(us.Tee-Br)=32.95 1 120 26.1 n277 21.13 40.9 2.635 32.95 0.0055 -0.4 33.95 0.2 n277 21.13 -9 2.5 62.42 120 25.9 n279 21.13 31.9 2.635 0 0.0035 0 62.42 0.2 n279 21.13 0 3 2x(us.Tee-Br)=40.32 1 120 26.1 n280 20.13 31.9 3.26 40.32 0.0012 0.4 41.32 0.1 n40 20.13 0 2.5 2x(us.Tee-Br)=32.95 1 120 30.4 n39 21.13 75.6 2.635 32.95 0.0172 -0.4 33.95 0.6 ©2006 National Fire Protection Association Page 19 Job name:Service Partners 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/Psl1/2) (gpm) (in) (ft) (ft) (psi) (psi) - n39 21.13 0 2.5 lx(us.Tee-Br)=16.47 62.42 120 30.5 n37 21.13 75.6 2.635 16.47 0.0172 0 78.89 1.4 n37 21.13 0 2.5 lx(us.Tee-Br)=16.47 1 120 31.9 n38 20.13 75.6 2.635 16.47 0.0172 0.4 17.47 0.3 n257 21.13 0 2.5 2x(us.Tee-Br)=32.95 1 120 26.3 n258 20.13 3.6 2.635 32.95 0.0001 0.4 33.95 0 n237 21.13 0 2.5 lx(us.Tee-Br)=16.47 62.42 120 26.9 n239 21.13 5.7 2.635 16.47 0.0001 0 78.89 0.0 n239 21.13 0 2.5 2x(us.Tee-Br)=32.95 1 120 26.9 n240 20.13 5.7 2.635 32.95 0.0001 0.4 33.95 0 n277 21.13 0 2.5 lx(us.Tee-Br)=16.47 48 120 25.9 n401 21.13 9 2.635 16.47 0.0003 0 64.47 0.0 n401 21.13 0 2.5 1x(us.Tee-Br)=16.47 1 120 25.9 n381 20.13 9 2.635 16.47 0.0003 0.4 17.47 0 * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 20 Job:Service Partners Node Labels: Node Reference Pipe Labels: Off Diagram for Design Area : DesignArea_1 :'308 418 .318 '' I ,< ' .ILVV 8 - °' 1060.,..?08 4,„1,,,_:.; .1ii I_ I- . I 1 VV I _ Q 1308 .la I I . .78o ,i 44444410.,:: I ..'08 I 3 =4 ...!: 44.404440 ' 41'362 437 File:C:\Users\Ashley\Documents\Projects\Bruce's\Service Partners.tyc3 Date 4 0/25/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:Service Partners Node Labels: Node Reference Pipe Labels: Off Diagram for Design Area : DesignArea_1 n815 n39814 h15 h16 h17 h18 h25 h26 h19 n369 n828 n3393 h9 h10 h11 h12 h23 h24 h13 n380 n371 n432 n386 n31F2 h3 h4 h5 h6 h21 h22 h7 n320 n378 n298 h20 h1 n299 n440 n881 n278 n239 n398 n258 n269 ' .4 File:C:\Users\Ashley\Documents\Projects\Bruce's\Service Partners.tyc3 Date g 0/25/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 1 • i P