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HYDRAULIC CALCULATIDNS • •• •• • •.' ;.• for JUN 14 2.018 Job Information • •• • • • • • •• • e•S I•Y1OF TIGARD Project Name:PACTRUST • • • • • • • • .•• ••• •" ••' IT1?+U G DIVISION Contract No.: City: PORTLAND, OREGON Project Location: 16655 SW 72ND AVE,SUITE 400 Date:6M/e1&.• • • •• •• • • • . ... •.. •. • • Contractor Information • • . • • • • • • ••• • Name of Contractor: FIRESTOP COMPANY Address: 3203 NE 65TH ST City: VANCOUVER, WA Phone Number: 360-718-8604 E-mail: Lir h , ` NName of Designer: R.BROYLES AuthorityHavingJurisdiction: /fir‹- p 1r- 77506 PE Design I- - • OREGON Remote Area Name 1 ''(<`9ti O��o Remote Area Location 1 .QRY L o.��P Occupancy Classification EX HAZ GP 2 EXPIRATION DATE:12/31/18 Density(gpm/ft2) 0.4 Area of Application(ft2) 2604 Coverage per Sprinkler(ft2) 84 Number of Calculated Sprinklers 31 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 500 Total Water Required(incl.Hose Streams)(gpm) 1640.4 Required Pressure at Source(psi) 90.8 Type of System Wet Volume-Entire System (gal) 799.9 gal Water Supply Information Date Location 16655 SW 72ND AVE Source W1 Notes File:C:\Users\Admin\Desktop\Jobs\16655 SW 72ND AVE\Calc's\Hydraulic\FP-1.dwg Date 6/11/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:PAC-TRUST Node Labels: Off Pipe Labels: Off Diagram for Design Area : 1 (Optimized Hydraulic Simplified) • • . •• ••• . ••.. • .... • • • . • .. .. • . . • . .. .•. • ••.. . . .. .. • • .. • • .• • • • .... • . . • . • •. • . . • • • ••. •.... . ..•. • • • • •.•.. File:C:\Users\Admin\Desktop\Jobs\16655 SW 72ND AVE\Cales\Hydraulic\FP-1.dwg Date 6/11/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 2 s. • .. .. .. . . . . . . .•. . . . . . . . . . . 011 Job:PACTRUST of/.• ••• '• • • • •• • • . . • • •• • • • • •Hydraulic Analysis for :' ' ' ' 041 Calculation Info .. . .•. . .. . . •. .•• Calculation Mode Deman ... • ••. .. •. • . ••• Hydraulic Model •� . . .• •�• ��• .•. Fluid Name Water @ 60F(15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (Ib•s/ftz) N/A for klizgrg-Williams c,3lcu tion.. • . • • . • • • • • . --- -- Water Supply Parameters • •;. • Supply 1 :W1 Flow(gpm) Pressure(psi) 0 100 2224 92 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at SourcePressure Pressure (psi) (gpm) (gpm) (psi) (psi) (psi) W1 100 92 2224 97.7 1640.4 90.8 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) 1140.4 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 1140.4 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 90.8 W1 -Flow(gpm) 1140.4 Demand w/o System Pump(s) N/A File:C:\Users\Admin\Desktop\Jobs\16655 SW 72ND AVE\Calc's\Hydraulic\FP-1.dwg Date 6/11/2018 Copyright 02002-2012 Tyco Fire Protection Products Page 3 Job:PACTRUST Hydraulic Analysis for : 1 . . . . • • .. ••• • ••.. •• .... • • • • 1,i S.4,0 ro a*sem Gmlrwrid •.Add..0-A,..*,10.5e 0 AwaWNle 1 1'a • • • • •• •.1 a _.,..w--• • E._ ..,�.. .._ __�. .. m _ _ _ .,... .,,.. _ .-_.,,,._ __ -..-. ? .-_..._.- ? .,.....,- ...,..._ ,.....-- • • ( ' i 4 a [ •• ••�. i ,• • [ c .. 1 �_. • • • • - • _.r i a __ '. ) • 1 • • iS. t,...e,.. 0R_0.I..R-_ _ ...,,,,,_ _,_. S_.,,...- _ .. �...._ ,. .._ ......_..... ._ _ .,,.-_.,� _... _ ._ .-,...... { «._ ( _ f r TL 110- --{---:A-••• _ �....._.. ......-. . ..�.........�,.,,.'" "__- "�_ ----1 ___. ._._................. _ .............. ? ,,,,, _ _....... - .....m.. .:.., F 1 : 3 i c a Oat _ ; . _E 1 E 1 f _i. yam._.,_?_W r _._......._.f,. .._.___. : ....._.... ._ ..� .._... _ _ ...... _ . MO SO4 SOO 157 1104 1.400 1 1- 1.O.14. 1600 1740 12. . 1501 2000 21 EQ 2200 2300 NCO Flowwgp o File:C:\UsersWdmin\Desktop\Jobs\16655 SW 72ND AVE\Calc's\Hydraulic\FP-1.dwg Date 6/11/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 4 • •. •• •. • • • • •. ••• • • ••. • • •• • • • • • • . ••• •• • • •• •• • • Job:PACTRUST ••• • • •• • • • • • • • • • • • • • • • • • • • • • •• Hydraulic Analysis for : 1 • • •• •• • • • • - • •• •• •• •• • • ••• • • • ••• •••••• • • • •• •• •• Graph Labels •.. '.' • .•• • Values Label Description Flow (gpm) Pressure (psi) ••• ••• • • •• •• S1 Supply point#1-Static 0 • 100• S2 Supply point#2-Residual 2224 • 92• ••• ••• •• • • D1 Elevation Pressure 0 • 11'7" • • D2 System Demand 1140.4 90.8 D3 System Demand+Add.Out.Hose 1640.4 90.8 Curve Intersections &Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 97.5 1191.3 4.6 1640.4 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor .-- Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) Al Overhead 84 11.2 0.4 33.6 9 0.4 33.6 9 Sprinkler A10 Overhead 84 11.2 0.4 33.6 9 0.412 34.6 9.5 Sprinkler All Overhead 84 11.2 0.4 33.6 9 0.423 35.5 10 Sprinkler Al2 Overhead 84 11.2 0.4 33.6 9 0.453 38.1 11.6 Sprinkler A13 Overhead 84 11.2 0.4 33.6 9 0.406 34.1 9.3 Sprinkler A14 Overhead 84 11.2 0.4 33.6 9 0.407 34.2 9.3 Sprinkler A15 Overhead 84 11.2 0.4 33.6 9 0.41 34.5 9.5 Sprinkler A16 Overhead 84 11.2 0.4 33.6 9 0.417 35 9.8 Sprinkler A17 Overhead 84 11.2 0.4 33.6 9 0.428 35.9 10.3 Sprinkler A18 Overhead 84 11.2 0.4 33.6 9 0.459 38.5 11.8 Sprinkler A19 Overhead 84 11.2 0.4 33.6 9 0.416 35 9.8 Sprinkler A2 Overhead 84 11.2 0.4 33.6 9 0.401 33.7 9 Sprinkler A20 Overhead 84 11.2 0.4 33.6 9 0.417 35.1 9.8 Sprinkler File:C:\Users\Admin\Desktop\Jobs\16655 SW 72ND AVE\Calc's\Hydraulic\FP-1.dwg Date 6/11/2018 Copyright 0 2002-2012 Tyco Fire Protection Products Page 5 • .• .. .. . . • • •. • * • • JP • • •. •• • • • • • • A21 Overhead 84 11.2 0.4 33.6 .•9 . . 0.42b • •35.3 • . 9.9 Sprinkler • • • • • • .• •• A22 Overhead 84 11.2 0.4 33.6 9 0.427 35.9 10.3 Sprinkler • •• • • • • • • • •• • • •• • • • • •• • • • • • • Overhead • • • • • • . • • • A23 S rinkler 84 11.2 0.4 33.6 •90 • • 0.438 • • 36.8 • • 10.8 P • . ••• • ••• • A24 Overhead 84 11.2 0.4 33.6 9 0.47 39.5 12.4 Sprinkler ..• • . • . •• •• • • • Overhead • ••• ••• •• • • A25 Sprinkler 84 11.2 0.4 33.6 9: • • •0•.468+ • • • 39. 12.3 A26 Overhead 84 11.2 0.4 33.6 9 0.469 39.4 12.4 Sprinkler A27 Overhead 84 11.2 0.4 33.6 9 0.472 39.6 12.5 Sprinkler A28 Overhead 84 11.2 0.4 33.6 9 0.479 40.2 12.9 Sprinkler A29 Overhead 84 11.2 0.4 33.6 9 0.498 41.8 13.9 Sprinkler A3 Overhead 84 11.2 0.4 33.6 9 0.404 33.9 9.2 Sprinkler A30 Overhead 84 11.2 0.4 33.6 9 0.544 45.7 16.6 Sprinkler A31 Overhead 84 11.2 0.4 33.6 9 0.545 45.8 16.7 Sprinkler _ A4 Overhead 84 11.2 0.4 33.6 9 0.41 34.5 9.5 Sprinkler A5 Overhead 84 11.2 0.4 33.6 9 0.421 35.4 10 Sprinkler A6 Overhead 84 11.2 0.4 33.6 9 0.452 38 11.5 Sprinkler A7 Overhead 84 11.2 0.4 33.6 9 0.401 33.7 9.1 Sprinkler A8 Overhead 84 11.2 0.4 33.6 9 0.402 33.8 9.1 Sprinkler A9 Overhead 84 11.2 0.4 33.6 9 0.405 34 9.2 Sprinkler File:C:\Users\Admin\Desktop\Jobs\16655 SW 72ND AVE\Calc's\Hydraulic\FP-1.dwg c Date 6/11/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 6 • •. •. •• . . . • •. ••• • • • . . • • • . • • • Job:PACTRUST ;41-IIrdtatlic VIcul4Vis/FIuikDOivery 1 n4Analysis • • • • • • • • • • • • • • • • • • •• Node Data • .. • • • . . . . .. . . • Node# Type K-Fact. Discharge Coverage Tot. Pres. • Re Prest • • • • Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. .eq.risiarge i gpm/psis/z gpm ft2 psi psi ft gpm gpm/ft2 psi gpm Al Overhead Sprinkler 11.2 33.6 84 9 9*i• •: . • •. .. .. • • • • •• ••. ••• ••. ••• • • •• • . • Job:PACTRUST F-4ZulMalcja}atiorti luid D4iv4ry Time knnlysis • • • • • . • . . • • • . • • • • •. Node Data . •• • • • . Node# Type K-Fact. Discharge Coverage Tot. Pres. Reqs P.. • •• •• • �: ..• Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req: E sc a`sge : : : • ••• • ••• • gpm/psis/z gpm ft2 psi psi ft gpm gpm/ft2 psi gpm .•. ••• • • •• •. A24 Overhead Sprinkler 11.2 39.5 84 12.4 9 • • 24 HEAD Open 5.9 0.47 -11.7 33.6 ; ; ;•• .•. .. • • . • • • • • • • A27 Overhead Sprinkler 11.2 39.6 84 12.5 9 • ••• • • 24 HEAD Open 6 0.472 -11.7 33.6 A28 Overhead Sprinkler 11.2 40.2 84 12.9 9 24 HEAD Open 6.6 0.479 -11.7 33.6 A29 Overhead Sprinkler 11.2 41.8 84 13.9 9 24 HEAD Open 8.2 0.498 -11.7 33.6 A30 Overhead Sprinkler 11.2 45.7 84 16.6 9 24 HEAD Open 12.1 0.544 -11.7 33.6 A31 Overhead Sprinkler 11.2 45.8 84 16.7 9 24 HEAD Open 12.2 0.545 -11.7 33.6 011 Node 11.6 24 NODE -11.7 014 Node 11.7 24 NODE -11.7 018 Node 11.9 24 NODE -11.7 022 Node 12.5 24 NODE -11.7 003 Node 14.1 24 NODE -11.7 009 Node 14.5 22 NODE -10.8 008 Node 14.6 22 NODE -10.8 007 Node 15 22 NODE -10.8 006 Node 15.7 22 NODE -10.8 005 Node 16.9 22 NODE -10.8 026 Node 18.7 22 NODE -10.8 033-0 Node 68.8 4.51 NODE -3.3 033-I Node 72.6 4.13 NODE -3.1 034 Node 73.7 3.06 NODE -2.6 036-0 Node 74.9 2 NODE -2.2 036-I Node 81.5 2 NODE -2.2 038 Node 83 0.5 NODE -1.5 041-0 Node 89.7 -3 NODE 0 041-I Node 89.7 -3 NODE 0 File:C:\Users\Admin\Desktop\Jobs\16655 SW 72ND AVE\Calc's\Hydraulic\FP-1.dwg Date 6/11/2018 Copyright CO 2002-2012 Tyco Fire Protection Products Page 8 • .• •. •. • • • • S. • • • • • • • • • • • • • • Job:PACTRUST 1-141=auleCalVatioas/Vluid D4liv4ry Tiim4Artalysis • • • • • • • • • • • • • • • • •• Node Data • •• • Node# Type K-Fact. Discharge Coverage Tot. Pres. Re j Pres. • •• S•. • I': ••. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req.Lis:hasge gpm/psiYz gpm ft2 psi psi ft gpm gpm/ft2 psi gpm ••• •.• • • •• •• 045 Node 90.1 . • • -3 NODE 0 • • • • • ••• ••• •• • • W1 Supply 90.8 •• ••• • • -3 SUPPLY 1140.4 0 File:C:\Users\Admin\Desktop\Jobs\16655 SW 72ND AVE\Calc's\Hydraulic\FP-1.dwg Date 6/11/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 9 • . •• .• •• • • • • •• ••• • • • • • • • • •• • • • Job:PACTRUST :.: :• :• Hy:16atlic Calr:ultions : : • • • • • • • • • • • • • • • • • .. PIPE INFORMATION • •• • • • • Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings : : :•L • t FacTOr total:Pt)'.• Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x(name) = length: : c P:pe:ft: elev:Pe): : NOTES - • •T '•• • frict tin) • (ft) (gpm/psis/z) (gpm) (in) (ft) ••. 171 • (ps1: .• (pi). • • •• • • ••• .•• •• • • Path No: 1 • • ••. • . Al 24 11.2 33.6 2.5 10 120 9 A2 24 11.2 33.6 2.635 0 0.0038 0 10 0.0 A2 24 11.2 33.7 2.5 10 120 9 A3 24 11.2 67.3 2.635 0 0.0138 0 10 0.1 A3 24 11.2 33.9 2.5 10 120 9.2 A4 24 11.2 101.2 2.635 0 0.0294 0 10 0.3 A4 24 11.2 34.5 2.5 10 120 9.5 A5 24 11.2 135.7 2.635 0 0.0507 0 10 0.5 A5 24 11.2 35.4 2.5 lx(us.Tee-Br)=16.47 4.27 120 10 011 24 171 2.635 16.47 0.0778 0 20.75 1.6 011 24 38 2.5 lx(us.Tee-Br)=16.47 2 120 11.6 009 22 209 2.635 16.47 0.1128 0.9 - 18.47 2.1 009 22 0 4 8.33 120 14.5 008 22 209 4.26 0 0.0109 0 8.33 0.1 008 22 209.7 4 8.33 120 14.6 007 22 418.7 4.26 0 0.0394 0 8.33 0.3 007 22 212.2 4 8.33 120 15 006 22 631 4.26 0 0.0841 0 8.33 0.7 006 22 217.6 4 8.33 120 15.7 005 22 848.5 4.26 0 0.1456 0 8.33 1.2 005 22 200.3 4 8.33 120 16.9 026 22 1048.9 4.26 0 0.2156 0 8.33 1.8 026 22 91.5 4 lx(coupling)=1.32 115.13 120 18.7 033-0 4.51 1140.4 4.26 4x(us.90)=52.67 53.98 0.2517 7.6 169.12 42.6 033-0 4.51 0 4 0.38 0 68.8 BFV-N 033-I 4.13 1140.4 0 0 9.5082 0.2 *** 0.38 3.6 033-I 4.13 0 4 lx(coupling)=1.32 1.06 120 72.6 034 3.06 1140.4 4.26 1.32 0.2517 0.5 2.38 0.6 034 3.06 0 6 lx(coupling)=1.26 1.96 120 73.7 036-0 2 1140.4 6.357 lx(us.90)=17.6 18.86 0.0358 0.5 20.82 0.7 036-0 2 0 6 3.04 0 74.9 AmesC300H 036-I 2 1140.4 0 0 2.1975 0 *** 3.04 6.7 File:C:\Users\Admin\Desktop\Jobs\16655 SW 72ND AVE\Calc's\Hydraulic\FP-1.dwg • Date 6/11/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 10 .. .. •S • • . • . . • • • • • • • •• • Job:PACTRUST :•: .• :• Httlflulic Calrulitions • • • • • • • • • • • • • • • • • •• PIPE INFORMATION • •• - Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID" Fittings ; ; ;•L • •C+'Faapr tpt81:(Pt)p•• Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length ; r 1 per f1 elev:Pe) ; NOTES • • •T ••• • frit Pf) • (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) ••• ••• • • • •• • • • Path No: 1 • • ••• ••• •• • • • • • • • • 036-I 2 0 6 lx(coupling)=1.26 2 56 120 81.5 038 0.5 1140.4 6.3571x(us.90)=17.6 18.86 0.0358 0.6 21.42 0.8 038 0.5 0 6 lx(coupling)=1.73 149.63 140 83 041-0 -3 1140.4 6.4 2x(us.90)=48.39 50.11 0.0261 1.5 199.74 5.2 041-0 -3 0 6 0.88 0 89.7 Gate A2360 041-I -3 1140.4 0 0 0.0497 0 *** 0.88 0.0 041-I -3 0 6 13 140 89.7 045 -3 1140.4 6.4 0 0.0261 0 13 0.3 045 -3 0 8 lx(elbow.22.5)=7.93 110 140 90.1 W1 -3 1140.4 8.55 7.93 0.0064 0 117.93 0.8 W1 90.8 Path No: 2 A7 24 11.2 33.7 2.5 10 120 9.1 A8 24 11.2 33.7 2.635 0 0.0038 0 10 0.0 A8 24 11.2 33.8 2.5 10 120 9.1 A9 24 11.2 67.5 2.635 0 0.0139 0 10 0.1 A9 24 11.2 34 2.5 10 120 9.2 A10 24 11.2 101.5 2.635 0 0.0296 0 10 0.3 A10 24 11.2 34.6 2.5 10 120 9.5 All 24 11.2 136.1 2.635 0 0.051 0 10 0.5 All 24 11.2 35.5 2.5 lx(us.Tee-Br)=16.47 4.27 120 10 014 24 171.6 2.635 16.47 0.0783 0 20.75 1.6 014 24 38.1 2.5 lx(us.Tee-Br)=16.47 2 120 11.7 008 22 209.7 2.635 16.47 0.1135 0.9 18.47 2.1 008 14.6 File:C:\Users\Admin\Desktop\Jobs\16655 SW 72ND AVE\Calc's\Hydraulic\FP-1.dwg Date 6/11/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 11 • •• •• •• • • • • • ••• ••• ••• ••• • • •• • • Job:PACTRUST :.: :• :' Hy ailic CalC.ul4tions : • . • • • • • • PIPE INFORMATION • S. • • • • ' Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings : : :•L . tFaccpr' tttaIZPtr.' Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length: : F I pet ft: elev:Pe), : NOTES • 'T "' • frict tPf) • (ft) (gpm/psi1/2) (gpm) (in) (ft) ••• 4M • (psi •• fV• • • •• • • ••• ••• •• • • Path No: 3 • • ••• • • A13 24 11.2 34.1 2.5 10 120 9.3 A14 24 11.2 34.1 2.635 0 0.0039 0 10 0.0 A14 24 11.2 34.2 2.5 10 120 9.3 A15 24 11.2 68.3 2.635 0 0.0142 0 10 0.1 A15 24 11.2 34.5 2.5 10 120 9.5 A16 24 11.2 102.8 2.635 0 0.0303 0 10 0.3 A16 24 11.2 35 2.5 10 120 9.8 A17 24 11.2 137.8 2.635 0 0.0521 0 10 0.5 A17 24 11.2 35.9 2.5 lx(us.Tee-Br)=16.47 4.27 120 10.3 018 24 173.7 2.635 16.47 0.0801 0 20.75 1.7 018 24 38.5 2.5 1x(us.Tee-Br)=16.47 2 120 11.9 007 22 212.2 2.635 16.47 0.116 0.9 18.47 2.1 007 15 Path No: 4 A19 24 11.2 35 2.5 10 120 9.8 A20 24 11.2 35 2.635 0 0.0041 0 10 0.0 A20 24 11.2 35.1 2.5 10 120 9.8 A21 24 11.2 70 2.635 0 0.0149 0 10 0.1 A21 24 11.2 35.3 2.5 10 120 9.9 A22 24 11.2 105.4 2.635 0 0.0317 0 10 0.3 A22 24 11.2 35.9 2.5 10 120 10.3 A23 24 11.2 141.3 2.635 0 0.0546 0 10 0.5 A23 24 11.2 36.8 2.5 lx(us.Tee-Br)=16.47 4.27 120 10.8 022 24 178.1 2.635 16.47 0.0838 0 20.75 1.7 022 24 39.5 2.5 lx(us.Tee-Br)=16.47 2 120 12.5 006 22 217.6 2.635 16.47 0.1215 0.9 18.47 2.2 006 15.7 Path No: 5 A6 24 11.2 38 2.5 lx(us.Tee-Br)=16.47 5.73 120 11.5 011 24 38 2.635 16.47 0.0048 0 22.2 0.1 011 11.6 File:C:\Users\Admin\Desktop\Jobs\16655 SW 72ND AVE\Calc's\Hydraulic\FP-1.dwg Date 6/11/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 12 .• • •• •• •• • • • • • • • • • • • • • • • • • •• • Job:PACTRUST :••• :• :• Hyhatlic Calultions • • • • • • • • • • • • • • • • • • •• PIPE INFORMATION • •• • • • • Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings ; : ;•L • nFacTpr total ZPt)'•' Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = len4th: : F I pee ft: elev tPe); : NOTES • • •T ••• • frict tl'f) • (ft) (gpm/psi1/2) (gpm) (in) (ft) .. . 4ft • (psil •• (V.• • • - - - • • • - • • • Path No: 6 • • ••• ••• •• • • • ••• • • Al2 24 11.2 38.1 2.5 lx(us.Tee-Br)=16.47 5.73 120 11.6 014 24 38.1 2.635 16.47 0.0048 0 22.2 0.1 014 11.7 Path No: 7 A18 24 11.2 38.5 2.5 lx(us.Tee-Br)=16.47 5.73 120 11.8 018 24 38.5 2.635 16.47 0.0049 0 22.2 0.1 018 11.9 Path No: 8 A25 24 11.2 39.3 2.5 9 120 12.3 A26 24 11.2 39.3 2.635 0 0.0051 0 . 9 0.0 A26 24 11.2 39.4 2.5 9 120 12.4 A27 24 11.2 78.7 2.635 0 0.0185 0 9 0.2 A27 24 11.2 39.6 2.5 9 120 12.5 A28 24 11.2 118.3 2.635 0 0.0393 0 9 0.4 A28 24 11.2 40.2 2.5 lx(us.Tee-Br)=16.47 1.27 120 12.9 003 24 158.5 2.635 16.47 0.0676 0 17.75 1.2 003 24 41.8 2.5 lx(us.Tee-Br)=16.47 2 120 14.1 005 22 200.3 2.635 16.47 0.1043 0.9 18.47 1.9 005 16.9 Path No: 9 A24 24 11.2 39.5 2.5 1x(us.Tee-Br)=16.47 5.73 120 12.4 022 24 39.5 2.635 16.47 0.0052 0 22.2 0.1 022 12.5 Path No: 10 A29 24 11.2 41.8 2.5 lx(us.Tee-Br)=16.47 7.73 120 13.9 003 24 41.8 2.635 16.47 0.0057 0 24.2 0.1 003 14.1 File:C:\Users\Admin\Desktop\Jobs\16655 SW 72ND AVE\Calc's\Hydraulic\FP-1.dwg Date 6/11/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 13 • • •• •• •• • • • • •• Y • • • • • • • • • • • • • Job:PAC-RUST ;,; ;• ;• HygreilicCak'�l�ions : : • • • • • • • • • • • • • • • • • • •• PIPE INFORMATION • •• • • • • Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings ; ; ;.L • t:Factgr• vat:Pt)•.• Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x(name) = len h; ; ; P=pecft: elev ;Pe): ; NOTES • 'T ••• • fricP tPf) • (ft) (9Prn/Psi1/2) (gpm) (in) (ft) ••• ift)• • (psil •• (P i)•• • s • Path No: 11 • • ••• •'• •• • • • • • ••• • • • 1 • •• A30 24 11.2 45.7 2.5 9 120 16.6 A31 24 11.2 45.7 2.635 0 0.0068 0 9 0.1 A31 24 11.2 45.8 2.5 2x(us.Tee-Br)=32.95 12.27 120 16.7 026 22 91.5 2.635 32.95 0.0244 0.9 45.22 1.1 026 18.7 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 25.67 ft/s occurs in the following pipe(s): (033-0-026), (034-033-I) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\Users\Admin\Desktop\Jobs\16655 SW 72ND AVE\Calc's\Hydraulic\FP-1.dwg • Date 6/11/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 14 .• • •• •• •• • • • • •• • • • • • • • • • • • • • • Job:PACTRUST • • •• •• • • • • DePic:Graphs • • • • • • • • • • • • • • • • • •• Pressure vs. Flow Function Design Area: 1; Supply Ret:W1; Supply N v e:W1,, • • • 115I • • • •• • • •• • ••, • • •• • • • • i ao-_ • • • • • • • ... _ . •._•. • •__• • • • .• lis �, � ,__ _ • • . 954psi @1640.4gpm(114©Agpm+500gpms &_out.hose) 100= 8 ._ •.W • s r�-...._•.•,� • • • • • • • •, • • 80 i __ �.•.• •. a s • •..��....._ 75_ in 13. = ¢: 1 SIF __ L. 35: , 30; i 15= - - 10= 5- i I o c c o o 0 0 8 g 8 Flow,gp Pressure Loss Function Design Area: 1; BFP Pet: 100 (4mesC300H, Size= 6}; Inlet Node: 036-I; Outlet Node: 036-0 1033_ 933- _ k 1 833_ - _.__. ._-. _._. . ....._._, 3. S.Tpsi 1140..gpm 733- S i F 633-, ., ,. ICY533-- i..,,,-__., ( _. .,.... _._._, ...... I .......... _ ; j 333_ _,,,,,. _ _i 2.33- — _ ( — -- ' i 133 _ 1 .. _. 0.33- _ i I t7 C C 3 C C C C C C aC O O - on r+"n't ISD mo- cc c•-, 8 S+rl. Flow,gent _ File:C:\Users\Admin\Desktop\Jobs\16655 SW 72ND AVE\Calc's\Hydraulic\FP-1.dwg • Date 6/11/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 15 •'. •••• •••• •••• •• ••• • • •• •• • • Job:PACTRUST • • •• •• • • : : D4vict Graphs • • • • • • • • • • • • • • • • • •• Pressure Loss Function Design Area: 1; Valve Rei:: 099{BFV-N, Size=4); Inlet Npde: 3-I; QutletNode: 3-c • • • •_ • • _ •• • • • _ : : • :_: A • S•• ••• •I ••. • X438 _ _ . _.�... _ ..___ , I 398--. •i• ••• • 3 $R • • • • • • • •41 3.428- } ••• .• • • • • . 292- . _� .__ ... _ _ ciL w 2.428-im y a- 1928: 1.428- ._.. _ 0928= 0.428_ (y. .Tr D7 .r. N. i7`r 'a7 on, p co. Flow,gam' Pressure Loss Function Design Area: 1; Valve Ref: 101 (Gate A2360, Size =6); Inlet Node; 041-1; Outlet Node: 041-0 1 1 a. e 3 U ut i I I 0266- ....-_. .. _.w4 act psi 11 .41p I g r`r rn l uel Flow,gpm File:C:\Users\Admin\Desktop\Jobs\16655 SW 72ND AVE\Gales\Hydraulic\FP-1.dwg - Date 6/11/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 16