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23-OUb OFFICE COPY RECEIVED -, ,�, '�G JUL 1 0 2023 itt ' ' CITY OF TIGARD J BUILDING DIVISION S'!(/SS/ww09 BMW OF TIGARD 9875 SOUTHWEST CASCADE AVE TIGARD, OR 97223 HYDRAULIC CALCULATIONS McKinstry Project Number: 122693 Specification Section: 21-00-00 Date: 06/24/2023 Submitted by: Patrick Nelligan Mc nstry For Th- It.Of Your Building I WO Hydraulic Overview Job Number: 122693-001 Report Description: -P Job Job Humber D951r]n]i 122693-001 GERALD EBELING Job Neme' phone t"` BMW OF TIGARD 972-213-3210 Add,...I Stale GatllotlonM1)mns Number 9875 SOUTHWEST CASCADE AVE Addressz TIGARD,OR 97223 Address 3 Job sbwHuielrg pm..r •.,.. Area olnpgi®eon NA NA Most Demanding Sprinter Debt Hose Somme K-Factor at 500.00 Doeerepe v«Smwkee, --- Number a 5pret.we cewrwme --- NA 0 0 arrow area..Demand sa.n Ar.DNINUMO 146.548 500.00 Teal Demand Pressure Reuel ---- 500.00(cD 146.548 +3.269(2.2%) Node Name Flow(ooml Hose Flow(aomt Statictosi) Residual(psi). Identifier Pressure(osil K-Factor(K) Flowtaoml 1 Water Supply 1250.00 150.000 149.000 Base of Riser(5) 0.00D 0 0.00 WET STANDPIPE Water Supply at Node 1 (1250.00,0.00,150.000, 149.000) 00 180 I1,.■■■--- I1,..■■.-- 130 tatic Pressure 150.000 ` L a 1250.00 149.000 MII=EN • 11:120 140 I11.111 i1iI!.1.t11111- ___ ■■���--- • ao 0 UUU ZS[T075010001250 1500 1750 2000 2250 2500 Water flow,gpm M.E.P.CAD,Inc. AutoSPRINK 2022 v17.1.21.0 5/2/2023 9:12:25AM Page 1 /yy 1-a,- Hydraulic Summary Job Number:122693-001 a 5 Report Description: Job Jnc N. »e Designs 122693-001 GERALD EBELING Joe Name: Slate CerefioaeoNueenae Number BMW OF TIGARD Address 1 WU 9875 SOUTHWEST CASCADE AVE Address Job Site/Boland TIGARD,OR 97223 Address 3 Drawing Name WET STANDPIPE System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix K-Factor at NA Manually Flowing Hose Allowance At Source Denali), Area of Applcetion 0.00 NA NA Malone,Hose Supplies Number Ol Sprinklers Calculated Number Of Monies Calculated Coverage Per Sprinkler Node Flow(opm) 0 0 I. NA Hose At Node 333 250.00 MtoPeah Results.Pressure For Remote Area(e)Adjacent To Mod RemeteArea Hose At Node 334 250.00 Total Hose Streams 500.00 Syslen Flow Demand Total Water Required Occluding Hose Allawamx) 500.00 500.00 Maximum Pressure Unbalance In Loops 0.000 Meumum Velocity Above Ground 16.75 between nodes 389 and 334 Maximum Velocity Under Ground 5.18 between nodes 22 and 8 Volume capacity of Wet Pipes Volume capacrtytfory Pleas 1078.88 gal 3.79 gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) 1 (psi) @ (gpm) (psi) (gpm) (psi) (psi) 1 Water Supply 150.000 149.000 1 1250.00 149.816 500.00 146.548 3.269 Contractor Contractor Number Contact Name -tent rIM MCK Rene Gordon Designer Name of Contractor Phone Ltrenslon McKinstry (509)435-1008 Address I FAX 5005 3rd Avenue South Address2 Small Seattle,WA 98134 reneg@mckinstry.com AddreSsa Wee-Slte ®M.E.P.CAD,Inc. l' AutoSPRINK 2022 v17.1.21.0 5/2/2023 9:12:27AM Page 2 1 ` r. �� Summary Of Outflowing Devices \ Job Number:122693-001 Report Description: f Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) Hose 333 250.00 250.00 25 104.935 Hose 334 250.00 250.00 25 100.000 r' Most Demanding Sprinkler Data ALI,©M.E.P.CAD,Inc. II AutoSPRINK 2022 v17.1.21.0 5/2/2023 9:12:29AM Page 3 • • II Node Analysis ` Job Number 122693-001 Report Description: Node ' Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 3'-0 S _ 146.548 500.00 333 32'-0 Hose(-100.000)(31'-0) 104.935 250.00 334 43'-0 Hose(-100.000)(31'-0) 100.000 250.00 8 -4'-6 148.612 22 -4'-6 LtE(14'-2) 149.726 385 32'-0 P0(12'-0) 114.341 389 43'-0 P0(12'-0) 109.406 2167 1'-11 PO(26'-4il_,_......_.._.....— 145.211 &©M.E.P.CAD,Inc. Ili AutoSPRINK 2022 v17.1.21.0 5/2/2023 9:12:30AM Page 4 Jos 1111 Hydraulic Analysis i Job Number:122693-001 Report Description: v Pipe Type _ Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length so Route 1 BL 2.4690 _ 250.00 16.75 120 0.215409 0.-8 Pf 9.406 334 43'-0 250.00 100.000 Hose(-100.000)(31'-0) 43'-0 Pe 389 43'-0 109.406 P0(12'-0) 43'-8 Pv FR 4.2600 250.00 5.63 120 0.015122 11'-0 Pf 0.166 389 43'-0 109.406 Pe 4.769 385 32'-0 114.341 11'-0 Pv FR 4.2600 500.00 11.25 120 0.054516 135'-2 Pf 17.846 385 32'-0 250.00 114.341 Flow(q)from Route 2 145'-11 Pe 13.024 2167 1'-11 145.211 6fE(8'-11),fT(21'-1),SFx(-2.523) 281'-1 Pv ,CV(29'-0),BV(15'-10),P0(26'- 4) CM 6.3570 500.00 5.05 120 0.007761 13'-4 Pf 0.601 -2167 1'-11 145.211 73'-8 Pe 2.800 8 -4'-6 148.612 fT(31'-5),2fE(12'-7),LtE(17'-1) 87'-0 Pv UG 6.2800 500.00 5.18 140 0.006192 101-1 Pf 1.114 8 -4'-6 148.612 78'-10 Pe -0.000 22 -4'-6 149.726 2LtE(14'-2),sCV(50'-5) 179'-11 Pv FR 6.0650 500.00 5.55 120 0.009758 7'-6 Pf 0.073 22 -4'-6 149.726 Pe -3.251 1 3'-0 146.548 Water Supply 7'-6 Pv 0.00 Hose Allowance At Source 1 500.00 .• Route 2 BL 2.4690 250.00 _ 16.75 120 0.215409 1 0'-8 Pf 9.406 333 32'-0 250.00 104.935 Hose(-100.000)(31'-0) 43'-0 Pe 385 32'-0 114.341 P0(12'-0) 43'-8 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) ` C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 [Dly©M.E.P.CAD,Inc. AutoSPRINK 2022 v17.1.21.0 5/2/2023 9:12:31AM Page 5 Ill Hydraulic Analysis 1 Job Number:122693-001 Report Description: Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain BaiV Ball Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple DelV Deluge Valve Pt Total pressure at a point in a pipe SN Swing Nipple DPV Dry Pipe Valve SP Sprig Pn Normal pressure at a point in a pipe E 90°Elbow ST Stand Pipe Pf Pressure loss due to friction between points EE 45°Elbow UG Underground Pe Pressure due to elevation difference between indicated Eel 11%°Elbow points Ee2 22Y.°Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Past Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap k,©M.E.P.CAD,Inc. AutoSPRINK 2022 v17.1.21.0 5/2/2023 9:12:31AM Page 6 .,l -? Hydraulic Overview ` Job Number:122693-001 ' + 1. Report Description: Job J»Nu Gc Designer 122693-001 GERALD EBELING Jot Name: - -Phone FAX BMW OF TIGARD 972-213-3210 '.. Address, Slam CertificatDaVLl¢nee Number 9875 SOUTHWEST CASCADE AVE 'Melons 2 AHJ TIGARD,OR 97223 Address 3 Jon SbelulMing Ares at AGPI®Ilan NA NA Most Demanding Spanker Data Hose Steams K-Factor at 1000.00 Coverage Per Sprinkler Number Of Sprinklers Calculated NA 0 0 System Rwu,Demand System Flee Demand 147.188 1000.00 MUM Demand Pressure Reeul - - --- 1000.00 @ 147.188 1 +2.151 (1.4%) Supplies Check Point Gauges Node Name Flowlaoml Hose Flow(aom) Static(osil Residuallosil Identifier Pressure(osi) K-Factor(K). Flow(ooml 1 Water Supply 1250.00 150.000 149.000 DRY STANDPIPE Water Supply at Node 1(1250.00,0.00,150.000,149.000) 210 III■■■■��� 0 0 0 0 0 0 0 0 0000 axoo 0 160 II,•■■■-== 0 o Static Pressure 150.000 140 l•i.i1250_00 .F 149.000 �. 0, li___., 8 0 g 120 1Do IIM■■■.-- o System demand curve o a SD III■■■o ■�� O Oo 40 11111.. - 00 0 O O O 0 0 1,..■■- 0 0 0 0 0 0 0 0 O 20 iiiiii g 75010001250 1500 1750 2000 2250 2500 Water flow,gpm [cy,©M.E.P.CAD,Inc. 9 AutoSPRINK 2022 v17.1.21.0 5/2/2023 7:37:43AM Page • } Hydraulic Summary ` Job Number: 122693-001 + - Report Description: Job 122693-001 GERALD EBELING Job same. sate Certification/License Number BMW OF TIGARD Address 1 ALAI 9875 SOUTHWEST CASCADE AVE AOemst2 _._. ' .kb Site/Building TIGARD,OR 97223 xr.eea Drawing flame DRY STANDPIPE System I Remote Area(s) me,semara�s sv„a.,Sara oaucanoy Job Sere K-Factor at NA Manually Flowing Huse Allowance At Source -.- Density I Area otApplicatlun -. 0.00 NA NA --- _- --- AddmonalHo.esapplea Number Of Spdnrrrars calculates] Number Of Nozzles Calculated Coverage Per Sprinkler Node Flow(cipm) 0 0 NA Hose At Node 6 250.00 AmoPeax Results-.Pressure Pm Remote Awls)Adjacent To Most Remote Area Hose At Node 118 250.00 Hose At Node 122 250.00 Hose At Node 123 250.00 Total Hose Streams _-.. 1000.00 System Flow Demand Total Water Repulsed(InGWIng Hoee Allowance) 1000.00 1000.00 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 16.88 between nodes 197 and 195 Maximum velocay Under Crowed Volume sepeaty of Wes Pipes Volume capacity of Dry Piper 2.71 gal 371.87 gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) © (gpm) (psi) @u (gpm) (psi) (psi) 1 Water Supply 150.000 149.000 1250.00 149.338 1000.00 147.188 2.151 Contractor Coro-actor Number Contact Name Contact rre MCK Rene Gordon Designer Name MContactor: ', Phone EAenabn McKinstry '.. (509)435-1008 AaaeaOI '., FAX 5005 3rd Avenue South Address --� Emvil - -- Seattle,WA 98134 reneg@mckinstry.com Add rase 5 _--.. web-Site �Ai,©M.E.P.CAD,Inc. AutoSPRINK 2022 v17.1.21.0 5/2/2023 7:37:46AM Page 2 r. ill Summary Of Outflowing Devices 1 Job Number; 122693-001 Report Description: b Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) _ Hose _ 6 250.00 250.00 25 117.516 Hose 118 250.00 _ 250.00 25 111.621 Hose 122 250.00 i 250.00 25 105.002 Hose 123 250.00 250.00 25 100.000 r Most Demanding Sprinkler Data [V,©M.E.P.CAD,Inc. 11 AutoSPRINK 2022 v17.1.21.0 5/2/2023 7:37:48AM Page 3 .II Node Analysis I Job Number:122693-001 Report Description: Node Elevation(Foot) Fittings Pressure(psi) 1 Discharge(gpm) 1 4'-0 S 147.188 1000.00 6_,_. _._ 43'-0 Hose(-100.000)(22'-1) _ _ 117.516 250.00 118 43'-0 Hose(-100.000)(22'-1) _ 111.621 250.00 '.. 122 32'-0 Hose(-100.000)(22'-1) 105.002 250.00 11 123 43'-0 Hose(-100.000)(22'-1) 100.000 250.00 34 43'-0 P0(8.-7) 126.970 59 16-3 fT(15'-0) 139.903 132 43'-0 P0(8.-7) 121.076 134 43-0 P0(8'-7) 109.455 136 32'-0 P0(8'-7)_ 114.457 195 14'-4 fT(15'-0),Tr(6'-10) 134.567 197 14.-4 I fE(6'S) 1 137.806 [b,©M.E.P.CAD,Inc. (del AutoSPRINK 2022 v17.1.21.0 5/2/2023 7:37:49AM Page 4 119_ i `, Hydraulic Analysis Job Number:122693-001 Report Description: ' Pipe Type Diameter Flow _ Velocity_ _ HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length a Route 1 BL 2.4690 250.00 16.75 100 0.301821 0'-8 Pf 9.455 123 43'-0 250.00 100.000 Hose(-100.000)(22'-1) 30'-8 Pe -0.000 134 43'-0 109.455 P0(8'-7) 31'-4 Pv FR 4.2600 250.00 5.63 100 0.021189 11'-0 Pf 0.233 134 43'-0 109.455 Pe 4.769 136 32'-0 114.457 11-0'Pv FR 4.2600 500.00 11.25 100 0.076385 143'-5 Pf 12.449 136 32'-0 250.00 114.457 Flow(q)from Route 2 19'-7 Pe 7.661 195 14'-4 134.567 2fE(6'-5),Tr(6'-10) 163'-0 Pv CM 4.2600 750.00 16.88 100 0.161725 13'-7 Pf 3.228 195 14'-4 250.00 134.567 Flow(q)from Route 3 '... 6'-5 Pe 0.012 197 14'-4 137.806 fE(6'-5) 20'-0 Pv CM 6.3570 750.00 7.58 100 0.023023 88'-0 Pf 2.926 197 14'-4 137.806 39'-1 Pe -0.829 59 16'-3 139.903 2fE(6'-1),2EE(6'-3),fT(15'-0) 12T-1 Pv FR 6.3570 1000.00 10.11 100 0.039201 32'-6 Pf 1.989 59 16'-3 250.00 139.903 Flow(q)from Route 4 .. 18'-3 Pe 5.295 1 4'-0 147.188 3fE(6'-1),S 50'-9 Pv 0.00 Hose Allowance At Source 1 1000.00 a Route 2 BL 2.4690 _ 250.00 16.75 100 0.301821 0'-8 Pf 9.455 122 32'-0 250.00 105.002 Hose(-100.000)(22'-1) 30'-8 Pe 0.000 ',, 136 32'-0 114.457 P0(8'-7) 31'-4 Pv w Route 3 BL 2.4690 250.00 16.75 100 _ 0.301821 0'-8 Pf 9.455 , 118 43'-0 250.00 111.621 Hose(-100.000)(22'-1) 30'-8 Pe -0.000 132 43'-0 121.076 PO(8.-7) 31.-4 Pv FR 4.2600 250.00 5.63 100 _ 0.021189 28.-8 Pf 1.061 132 43'-0 121.076 2V-5 Pe 12.430 195 14'-4 134.567 fE(6'-5),fT(15'-0) 50'-1 Pv a Route 4 BL 2.4690 250.00 16.75 100 0.301821 0'-8 Pf 9.455 6 43'-0 250.00 117.516 Hose(-100.000)(22'-1) 30'-8 Pe 34 43'-0 126.970 P0(8'-7) 31'-4 Pv FR _ 4.2600 250.00 5.63 100 0.021189 34'-6 Pf 1.320 34 43'-0 126.970 27'-9 Pe 11.612 59 16'-3 139.903 2fE(6'-5),fT(15'-0) 62'-4 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) ` C Value Multiplier Actual Inside Diameter °e7 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 k,©M.E.P.CAD,Inc. M AutoSPRINK 2022 v17.1.21.0 5/2/2023 7:37:50AM Page 5 IA Hydraulic Analysis 1 Job Number; 122693-001 Report Description: Pipe Type Diameter Flow Velocity HWC _ _ Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main b Bushing Flow DN Drain Discharge gpm BalV Ball Valve DR Drop BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Den./ Deluge Valve Pt Total pressure at a point in a pipe SN Swing Nipple DPV Dry Pipe Valve SP Sprig Pn Normal pressure at a point in a pipe E 90°Elbow ST Stand Pipe Pf Pressure loss due to friction between points EE 45°Elbow UG Underground Pe Pressure due to elevation difference between indicated Eel 11Y.°Elbow points Ee2 22%°Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap Ai ©M.E.P.CAD,Inc. AutoSPRINK 2022 v17.1.21.0 5/2/2023 7:37:50AM Page 6 Hydraulic Overview 1 Job Number: 122693-001 -BMW - d Report Description:Ordinary Group I(L1-DRY-1) ' Job Job Number re]r Pr 122693-001 GERALD EBELING Job Name: - PNfne FAX BMW OF TIGARD 972-213-3210 Address I State CnliriaWMi ense Number 9875 SOUTHWEST CASCADE AVE Address 2 AXJ _.. TIGARD,OR 97223 Atli,esa3 JOe,,,,tdmg System Denser Area of Avb Icator 0.15 gpm/ft' 1950 ft'(Actual 1982 ft') Most Demanding Sprinkler Data Hew%mama 5.6 K-Factor 19.50 at 12.125 250.00 Coverage Per spunkier Number Of sprinklers Celwiated Nur*OfNmne.Caorielel 130 ft' 29 0 S}Mem F,ee.,n Demand System Me Demand 61.811 647.19 Total Demand Pressure Result 897.19 @ 61.811 'i +31.588(33.8%) Supplies Check Point Gauges Node Name Flow(gpm) Hose Flow(gpm) Static(osil Residual(psi) Identifier Pressurelasi) K-Factor(K( Flow(apm) 1 Water Supply 5561.00 250.00 96.000 20.000 Base of Riser(5) 52.445 89.37 647.19 BMW-Tigard-1-V8.cad Supply at Node 1(5561.00,250.00,96.000,20.000) 0 0 0 0 0 00 100 I I I I o_.— o static Pressure 96.000 - It"I 1 1 I I I 1 1 I ,� coo co= `V I I I ° I Imo !•m��m —1 . 0 90-897.19 93.399 _ o o 1. _ 80 A• _ 1� 111 .1 •I�� I . " .t.t° 0 �. I I I I o 70 ° — I I I l'--•e{• . —.j 897.19with hose streams Ift����lll= U In1! 11�� .N = 647.19 61.811 . i w r� 9II11 1 y 1 1 1 � I�• s I a i6, w ,-_oar"._: I. -i t O 0 _ I 1 .f.In -o.o II 1). - o 0 40 o Lyd =System demand curve 0 0 0 0 0 0 0 0o 0 0 0 30 3 20 ' ' 5561.00 l:g 20.000 10 : • ' 0 iwR11 pb11LW111111 111111111 I I I I I I I I 1111111111 1111111 11 1111 1 1 1 1 1 1 1 1 1 1 11 1d0pg600 3250 3900 4550 5200 5850 6500 M I M I Water flow,gpm [y 0 M.E.P.CAD Fa AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:29:27PM Page 1 OJJNi Hydraulic Summary Job Number: 122693-001 -BMW Report Description:Ordinary Group I(L1-DRY-1) Job Job sumccr oeelgner 122693-001 GERALD EBELING Job Name'. Slate Cerbf timSLlcense Number BMW OF TIGARD Address I AHJ 9875 SOUTHWEST CASCADE AVE Address 2 Job Site/Building TIGARD,OR 97223 Address 3 - Drawing Name BM W-Tigard-1-V8.cad System Remote Area(s) Most Demanding Sprinkler Data On/neanry .lb surd 5.6 K-Factor 19.50 at 12.125 Ordinary Group I BMW Hose Allowance Al Source Denary :Ares of Application 250.00 0.15 gpm/ft2 1950 ft2(Actual 1982 ft') Additional Hose Supplies Number Of Sprinklers Calculated Number Of Nozzles Calculated Coverage Per Sprinkler Node Flow(oom) 29 0 '', 130 ft2 ielEl Hose Streams 250.00 System Flow Portend Total Water Regained(including tone Allowance) 647.19 897.19 Maxmum Pressure Unbalance In Loops 0.000 Maximum Telecom Above Ground 18.67 between nodes 163 and 1310 Maximum Velocity under Ground 6.70 between nodes 3 and 4 Volume cepOOty or Wet Pipes volume eapacity nt Dry Pitwx 1382.79 gal l 1741,67 gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 250.00 96.000 20.000 5561.00 93.399 897.19 61.811 31.588 Contractor ' Contractor Num net Contact Name _u,lad rive MCK Rene Gordon Designer Name arContractor Pnane L'ir-eye, McKinstry (509)435-1008 Addresat FAX 5005 3rd Avenue South Addrees2 E-mail - Seattle,WA 98134 reneg@mckinstry.com Address 3 Web-Site �+„©M.E.P.CAD AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:29:32PM Page 2 'r.f ill Hydraulic Graph Job Number:122693-001-BMW Report Description:Ordinary Group I(L1-DRY-I' Supply at Node 1 100 Static Pressure 96.000 897.19 @ 93.399 90 80 70 897.19 with hose streams 60 G47.19 @ 61.811 y a n 50 d 40 System demand curve 30 20 5561.00 @ 20.000 10 O ((LL IIIIIIIII mum! 111111111 1 11 1 1 1 1 I I I I 1 1 1 1 1 1 1 I I I I I I I I I 11 1 1 1 1 1 1 1 1 I 1 1 I 1 IIII II %50 1300 1950 2600 3250 3900 4550 5200 5850 6500 Water flow,gpm NYEreulie Graph Supply at Node 1 Stalin'.Pressure 96.000 Residual Pressure Avmlable Flay®20 PSI'. 20.000 @ 5561.00 0.00 Available Pressure al System Demand 93.399 @ 897.19 Rqu.ad Praaaea N Syalem Cemar 61.811 @ 647.19 Rqured Preawre NSyYem amefp Ilntltlrzp ba& ,a,ta HSwrrel 61.811 @ 897.19 k,©M.E.P.CAD AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:29:36PM Page 3 111 Summary Of Outflowing Devices Job Number: 122693-001-BMW Report Description:Ordinary Group I(L1-DRY-1) Actual Flow Minimum Flow K-Factor Pressure Device (9pm) (gpm) (K) I (psl) b Sprinkler 1301 19.50 19.50 5.6 II 12.125 Sprinkler 1302 19.87 19.50 5.6 12.594 Sprinkler _ 1303 21.79 19.50 5.6 15.135 Sprinkler 1304 20.61 19.50 5.6 13.549 Sprinkler 1305 21150 19.50 5.6 13.407 Sprinkler 1306 20.55 19.50 5.6 13.463 Sprinkler 1307 20.75 19.50 5.6 13.731 Sprinkler _ 1308 21.42 19.50 5.8 14.627 Sprinkler 1309 22.76 19.50 5.6 16.520 Sprinkler 1310 24.94 19.50 5.6 19.826 Sprinkler 1311 22.48 19.50 5.6 16.111 Sprinkler 1312 23.33 19.50 5.6 +_ 17.357 Sprinkler _ 1313 23.43 19.50 5.6 17.507 Sprinkler 1314 23.79 19.50 5.6 18.048 Sprinkler 1315 24.40 19.50 _ 5.6 18.981 Sprinkler 1316 _ 25.30 19.50 5.6 ', 20.416 Sprinkler 1317 - - 22.06 19.50 5.6 15.512 Sprinkler 1318 22.22 19.50 5.6 15.740 Sprinkler 1319 22.56 19.50 5.6 16.229 Sprinkler 1320 23.14 19.50 5.6 17.075 Sprinkler 1321 24.01 19.50 5.6 18.378 i Sprinkler 1322 21.26 19.50 5.6 14.409 Sprinkler 1323 21.55 19.50 j 5.6 14.802 Sprinkler 1324 21.58 19.50 5.6 14.852 Sprinkler 1325 21.71 19.50 5.6 15.033 Sprinkler 1326 21.99 19.50 5.6 15.417 Sprinkler 1327 22.45 1 19.50 5.6 16.076 Sprinkler 1328 23.15 19.50 5.6 17.084 Sprinkler 1329 24.10 19.50 5.6 18.523 c. Most Demanding Sprinkler Data &0 M.E.P.CAD 9 AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:29:39PM Page 4 r lie Node Analysis 1 Job Number:122693-001-BMW Report Description:Ordinary Group I(L1-DRY-1, Node Elevation(Foot) Fittings I Pressure(psi) Discharge(gpm) 1 -0'-6 S 61.811 647.19 1301 6'-3 Spr(-12.125) __ 12.125 19.50 I --- - 1302 6'-3 Spr(-12.594) 12.594 19.87 1303 6'-3 Spr(-15.135) 15.135 21.79 1304 6'-3 Spr(-13.549) 13.549 20.61 1305 6'-3 '..--5pr(-13.407) 13.407 20.50 1306 6'-3 Spr(-13.463) 13.463 20.55 1307 6'-3 I SPr(-13.731) 13.731 20.75 1308 6'-3 Spr(-14.627) 14.627 21.42 _ 1309 6'-3 Spr(-16.520) 16.520 22.76 --1310 6'-3 Spr(-19.826) 19.826 24.94 1311 _6'-3 Spr(-16.111) 16.111 22.48 1312 6'-3 Spr(-17.357) I 17.357 23.33 1313 6'-3 Spr(-17.507) 17.507 23.43 1314 6'-3 Spr(-18.048) 18.048 23.79 1315 6'-3 Spr(-18.981) 18.981 24.40 1316 6'-3 Spr(-20.416) 20.416 25.30 1317 6'-3 Spr(-15.512) 15.512 22.06 1318 6'-3 Spr(-15.740) 15.740 22.22 1319 6'-3 Spr(-16.229) 16.229 22.56 1320 6'-3 Spr(-17.075) 17.075 23.14 1321 __. . 6'-3 Spr(-18.3781 18.378 24.01 1322 6'-3 Spr(-14.409) 14.409 21.26 1323 6'-3 Spr(-14.802) 14.802 21.55 1324 6'-3 Spr(14.852) 14.852 21.58 1325 6'-3 Spr(-15.033) 15.033 21.71 - 1326 6'-3 Spr(-15.417) 15.417 21.99 1327 6'-3 Spr(-16.076) 16.076 22.45 1328 6'-3 Spr(-17.084) 17.084 23.15 1329 6'-3 5pr(-18.523) 18.523 24.10 2 4'-6 T(98 3%) ', 63.173 3 -4'-6 T(473'/Z_- -- 63.136 4 -4'-6 55.290 _ 5 1'-6 2Base of Riser 52.445 28 -4'-6 LtE(14'-2) 63.530 159 6'-3 POD-7) _ I 13.609 160 6'-3 P0(3'-7) 14.116 161 6'-3 '. P0(3.-7) 15.155 162 6'-3 P0(3.-7) 16.936 _ - 163 6-3 PO(8.-9Yz) 24.937 I 164 6'-3 P0(3'-7) 17.308 165 6'-3 PO(8.-9%) 25.064 166 - 6'-3 P0(3'-7) 15.480 _ 167 6'-3 PO(7-0%) 26.913 _ 168 6'-3 P0(8.-914) 27.503 169 - - 13'-3 '., P0(18'-9Yz) 41.418 2167 1'-11'% PO(26'-A.) 51.948 2168 14'-4% fE(8'-11%z) 51.948 k,®M.E.P.CAD le AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:29:42PM Page 5 Hydraulic Analysis 1 Job Number:122693-001 -BMW Report Description:Ordinary Group I(L1-DRY-1) Pip Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length .i Route 1 AO 1.0490 19.50 7.24 100 0.173991 4'-1114 P• f 1.483 1301 6'3 19.50 5.6 12.125 Sprinkler, 3'-7 Pe 159 6'-3 13.609 PO(3'-7) 8'-614 Pv BL 2.1570 60.55 5.32 100 0.042289 2'-11 Pf 0.123 159 6'3 41.05 13.609 Flow(q)from Route 3 Pe 1307 6'-3 13.731 2'-11 Pv BL 2.1570 81.30 7.14 100 0.072944 5'-334 P• f 0.385 1307 6'-3 20.75 5.6 13.731 Sprinkler Pe 160 6'-3 14.116 5'-3% P• v BL 2.1570 101.18 8.88 100 0.109317 4'-8 Pf 0.511 160 6'-3 19.87 14.116 Flow(q)from Route 2 Pe 1308 6'-3 14.627 4'-8 Pv BL 2.1570 _. . 122.59 10.76 100 0.155940 3'-4% Pf 0.528 1308 6'-3 21.42 5.6 14.627 Sprinkler Pa 161 6'-3 15.155 3.-4% Pv BL 2.1570 _ 143.21 12.57 100 0.207885 6'-7 Pf 1.365 161 6'-3 20.61 15.155 Flow(q)from Route 4 Pe 1309 6'-3 16.520 6'-7 Pv BL 2.1570 165.97 14.57 100 0.273108 1'-6%z Pf 0.417 1309 6'-3 22.76 5.6 16.520 Sprinkler Pe 162 6'-3 16.936 1'-6% Pv BL 2.1570 187.75 16.48 100 0.343107 8'-5 Pf 2.890 162 6'-3 21.79 16.936 Flow(q)from Route 7 Pe 1310 6'-3 19.826 8'-5 Pv BL 2.1570 212.69 18.67 100 0.432133 3'-0% Pf 5.111 1310 6'-3 24.94 5.6 19.826 Sprinkler, 8'-9'% Pe 163 6'-3 24.937 P0(8.-9+%) 11'-10 Pv CM 4.2600 212.69 4.79 100 0.015712 8'-1 Pf 0.127 163 6'-3 24.937 Pe 165 6'-3 25.064 8'-1 Pv CM 4.2600 355.42 8.00 100 0.040624 32.-9 Pf 1.849 165 6'-3 142.73 25.064 Flow(q)from Route 8 12.-9 Pe 167 6'-3 26.913 2fE(6'-4%) 45'-61 Pv CM 4.2600 490.66 11.04 100 0.073766 8'-0'Pf 0.590 167 6'-3 135.24 26.913 Flow(q)from Route 5 Pe 168 6'-3 27.503 8'-0 Pv CM 4.2600 647.19 14.57 100 0.123117 70'-9 Pt 16.941 168 6'-3 156.53 27.503 Flow(q)from Route 6 66'-10 Pe -3.026 169 13'-3 41.418 4fE(6'-4%),fT(15'-034),2EE(3'-9 137'-7 Pv ),P0(18'-9%) FM 6.3570 647.19 6.54 100 0.017527 127'-4 Pf 5.643 169 13'-3 41.418 207.-2'Pe 4.887 2167 1'-11'% 51.948 4fE(8'-1134),2fT(22'-5),EE(6'-3 334'-6 Pv %),2P0(26'-10%),DPV(19'-8%) '.. ,BV(8'-11%),P0(37.-8%) CM 6.3570 647.19 6.54 _120 0.012509 1.-4 Pf 0.299 2167 1'-1134 51.948 22'-7 Pe 0.199 5 1'-6 52.445 Tr(10'-0),fE(12'-7),2Base of 23'-11 Pv Riser UG 6.3570 647.19 6.54 150 0.008278 12'-0 Pf 0.244 5 1'-6 52.445 17'-1 Pe 2.601 4 -4'-6 55.290 LtE(17'-1) 29'-1 Pv UG 6.2800 647.19 6.70 140 0.009980 283'-4% Pf 7.845 4 -4'-6 55.290 171'-934 Pe 3 -4'-6 63.136 2LtE(14'-2),4EE(11'-0%:),BFP(-3 455'-2 Pv .303),GV(4'-834),2T(47'-3%) UG 12.4600 647.19 1.70 140 0.000355 7'-6% Pf 0.038 3 -4.-6 63.136 98'-316 Pe 2 -4'-6 63.173 T(98'-3+%) 105'-10 Pv UG 6.2800 647.19 6.70 140 0.009980 16.-9% P• f 0.356 2 -4'-6 63.173 18'-11 Pe 28 -4.-6 63.530 GV(4'-8%),LtE(14'-2) 35.-8% Pv _M_S 6.0650 647.19 7.19 120 0.015728 1-0 Pf 0.016 28 -4'-6 63.530 Pe -1.734 1 -0.-6 61.811 S 1'-0 Pv ALA,©M.E.P.CAD in AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:29:46PM Page 6 f y I ill Hydraulic Analysis i Job Number:122693-001-BMW Report Description:Ordinary Group I(L1-DRY-1) Pipe Type Diameter - Flow Velocity HWC - Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length 250.00 Hose Allowance At Source 1 897.19 --- - - we Route 2 AO 1.0490 19.87 7.38 100 0.180200 4'-101/2 Pf 1.523 1302 6'-3 19.87 5.6 12.594 Sprinkler, 3'-7',Pe 160 6-3 14.116 P0(3'-7) 8'-51/2 Pv Route 3 BL 2.1570 20.50 1.80 100 0.005704 9'-111/2 Pf 0.057 1305 6'-3 20.50 5.6 13.407 Sprinkler Pe 1306 6'-3 13.463 9'-111/2 Pv BL 2.1570 41.05 3.60 100 0.020605 7-01/2 Pf 0.145 1306 6'-3 20.55 5.6 13.463 Sprinkler Pe 159 6'-3 13.609 7-0% Pv ea Route 4 AO 1.0490 20.61 7.65 100 0.192808 4'-9 Pf 1.606 1304 6'-3 20.61 5.6 13.549 Sprinkler, 3'-7 Pe 161 6'-3 15.155 PO(3'-7) 8'-4 Pv = Route 5 AO 1.0490 21.26 7.89 100 0.204102 1'-8 Pf 1.071 1322 6'-3 21.26 5.6 14.409 Sprinkler, 3'-7 Pe 166 6'3 15.480 P0(3'-7) 5'3 Pv BL 2.1570 21.26 1.87 100 0.006098 5'-4 Pf 0.033 166 6'-3 15.480 Pe 1317 63 15.512 5'-4 Pv BL 2.1570 43.31 3.80 100 0.022753 10'-0 Pf 0.228 1317 6'-3 22.06 5.6 15.512 Sprinkler Pe 1318 6'3 15.740 10'-0 Pv BL 2.1570 65.53 5.75 100 0.048945 10'-0 Pf 0.489 1318 6-3 22.22 5.6 15.740 Sprinkler Pe 1319 6'-3 16.229 10'-0 Pv BL 2.1570 88.09 7.73 100 0.084607 10.-0 Pf 0.846 1319 6'-3 22.56 5.6 16.229 Sprinkler Pe 1320 6'-3 17.075 10'-0 Pv BL 2.1570 111.23 9.77 100 0.130258 10'-0 Pf 1.303 1320 6-3 23.14 5.6 17.075 Sprinkler Pe 1321 6'-3 18.378 10'-0 Pv BL 2.1570 135.24 11.87 100 0.186990 36'-10% Pf 8.535 1321 6'-3 24.01 5.6 18.378 Sprinkler, 8'-9% Pe 167 6'-3 26.913 P0(8'-91/2) 45'-7% Pv Route 6 BL 2.1570 21.55 1.89 100 0.006251 8'-0 Pf 0.050 1323 6'-3 21.55 5.6 14.802 Sprinkler Pe 1324 6'-3 14.852 8'-0 Pv BL 2.1570 43.13 3.79 100 0.022572 8'-0 Pf 0.181 1324 6'-3 21.58 5.6 14.852 Sprinkler Pe 1325 6'-3 15.033 8'-0 Pv BL 2.1570 64.84 5.69 100 0.047994 8'-0 Pf 0.384 1325 6'-3 21.71 5.6 15.033 Sprinkler Pe 1326 6'-3 15.417 8'-0 Pv BL 2.1570 86.83 7.62 100 0.082375 8'-0 Pf 0.659 1326 6'-3 21.99 5.6 15.417 Sprinkler Pe 1327 6'-3 16.076 8'-0 1Pv BL 2.1570 109.28 9.59 100 0.126062 8'-0 Pf 1.008 1327 6'-3 22.45 5.6 16.076 Sprinkler Pe 1328 6'-3 17.084 8'-0 Pv BL 2.1570 132.43 11.63 100 0.179862 8'-0 Pf 1.439 1328 6'-3 23.15 5.6 17.084 Sprinkler Pe 1329 6'-3 18.523 8'-0 Pv BL 2.1570 156.53 13.74 100 0.245064__ 27'-101/2 Pf 8.980 1329 6'-3 24.10 5.6 18.523 Sprinkler, 8'-9% Pe 168 6'-3 27.503 P0(8'-9%) 36'-7% Pv Route 7 AO 1.0490 21.79 8.09 100 0.213596 -_ 4'-101/2 Pf 1.801 1303 6'-3 21.79 5.6 15.135 Sprinkler, 3'-7 Pe 162 6'-3 16.936 PO(3'-7) 8'-5 Pv GP Route 8 Al,©M.E.P.CAD in AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:29:46PM Page 7 11 Hydraulic Analysis 1 Job Number:122693-001-BMW Report Description:Ordinary Group I(L1-DRY-1) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length AO 1.0490 22.48 8.34 100 0.226311 1'-8% Pf 1.197 1311 6'-3 22.48 5.6 16.111 Sprinkler, 3'-7 Pe 164 6'-3 17.308 PO(3'-7) 5'-3% Pv BL 2.1570 22.48 1.97 100 0.006761 7'-l% Pf 0.048 164 6'-3 17.308 Pe 1312 6'-3 17.357 7'-1'% Pv BL 2.1570 45.81 4.02 100 0.025237 6'-0 Pf 0.151 1312 6'-3 23.33 5.6 17.357 Sprinkler Pe 1313 6'-3 17.507 6'-0 Pv BL 2.1570 69.24 6.08 100 0.054193 9'-11% Pf 0.540 1313 6'-3 23.43 5.6 17.507 Sprinkler Pe 1314 6'-3 18.048 9'-11'% Pv BL 2.1570 93.03 _8.17 100 0.093592 9'-11 Yz Pf 0.933 1314 6'-3 23.79 5.6 18.048 Sprinkler Pe 1315 6'-3 18.981 9'-11'% Pv BL 2.1570 117.43 10.31 100 0.144000 9'-11'% Pf 1.436 1315 6'-3 24.40 5.6 18.981 Sprinkler Pe 1316 6'-3 20.416 9'-11'% Pv BL 2.1570 142.73 12.53 _ 100 0.206607 13'-814 Pf 4.647 1316 63 25.30 5.6 20.416 Sprinkler, 8'-9% Pe 165 6'-3 25.064 P0(8.-9%) 22'-6 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) \ C Value Multiplier Actual Inside Diameter Pipe Inside Diameter aa7 Value Of C Multiplying 100 130 140 150 Schedule 40 Steel =Factor I ) Py 9 Factor 0.713 1.16 1.33 1.51 k,©M.E.P.CAD Qm AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:29:46PM Page 8 Ai Hydraulic Analysis Job Number:122693-001 -BMW Report Description:Ordinary Group I(L1-DRY-1) z Pipe Type Diameter _ Flow _ Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flowgpm b Bushing DN Drain BalV Ball Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DelV Deluge Valve SN Swing Nipple DPV Dry Pipe Valve SP Sprig Pn Normal pressure at a point in a pipe E 90°Elbow ST Stand Pipe Pf Pressure loss due to friction between points EE 45°Elbow UG Underground Pe Pressure due to elevation difference between indicated Eel 11%°Elbow points Ee2 22W Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow fig Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap k.©M.E.P.CAD :ily AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:29:46PM Page 9 , Hydraulic OverviewII Job Number: 122693-001-BMW --- Report Description:Ordinary Group I(L1-DRY-2) Job Job N,i—bo' Designer 122693-001 GERALD EBELING _--.Joe Name: Prone Pu BMW OF TIGARD 972-213-3210 Address 1 Skala Leltifimtlonhicenae Number 9875 SOUTHWEST CASCADE AVE Address SKI TIGARD,OR 97223 Address a Jot stlaaaiiainq System Demuy Area m0aprrman 0.15 gpm/ft' 1950 ft'(Actual 2012 ft') Mom Demanding Sprinkler Data Hose Streams 5.6 K-Factor 19.50 at 12.125 250.00 Coverage Per Sprinder Number or Sprinklers CalwlYed Hants Or Nomka Cob.s:l 130 ft' 16 0 SM.Pressure Domend System Flee Demand 52.601 335.38 Total Demand Pressure Result 585.38 @ 52.601 +42.219(44.5%) Supplies Check Point Gauges Noce Name Flow(gpm) Hose Flow(gpml Static(psil Residual(Psi) Identifier Pressure(psi) K-Factor(K) Flow(gpm) 1 Water Supply 5561.00 250.00 96.000 20.000 Base of Riser(5) 47.650 48.59 335.38 BMW-Tigard-1-V8.cad Supply at Node 1 (5561.00,250.00,96.000,20.000) 0 0 0 0 0 00 100 _ I I I I I o_.— - b o Static Pressure 96.000 III I I I III ill— i M j Coo coo 90 585.38 d 94.820 o o o•. -1 'q 80 ;I: : I _ 0 I1. 0of 'e,r •.I. y .1I� t�111M_I I I II yy ��°'":IF......F li 'eInIl` 2;1 eimio I I =1 Q 585.38 with hose streams o ielineom i t �,1 •1 I t ® p 50335.38 @ 52.601 0 1. Il lI' l7. 'dilll ` i _ Nri •Ve e,!� . O O Oi 40 O • w'� 0 0 0 0 0 0 0 00 0 0 0 30=System demand curve 20 ' 5561.00 @ 20.000 10 0 �II,N11111111110119111111111111111 111111111 111111111 111111111 11111 11 eopa5c?600 3250 3900 4550 5200 5850 6500 i it III Water flow,gpm L©M.E.P.CAD di AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:35:36PM Page 1 .- Hydraulic Summary ` Job Number:122693-001 -BMW Report Description:Ordinary Group I(L1-DRY-2) • Job Job re minor 122693-001 GERALD EBELING Joe Name, Mete cemr nobelcense Number BMW OF TIGARD • Address t AHJ 9875 SOUTHWEST CASCADE AVE Address 2 Job Slte,Buidlne TIGARD,OR 97223 PIXlresa J Drawing Name BMW-Tigard-1-VB.cad System Remote Area(s) Moor Demanding Sportier Data 0000punby Joe SJTX • 5.6 K-Factor 19.50 at 12.125 Ordinary Group I BMW Nose Allowance At Source Density area otAppliearian 250.00 0.15 gpm/ft' 1950 ft'(Actual 2012 ft') aWnarul lose Supplies Humber orspnnelera Calculated Number a Nassks Calcuhmd Coverage Pxbpnnker Node Flow(qpm) 16 0 130 ft' • Tort Hose Streams .. 250.00 System Flow Demand tool Water Required(aduding Hose Allowance) 335.38 585.38 Maximum Pressure Unbalance In Loops 0.000 Maximum Velvety Above(round 14.79 between nodes 144 and 1416 Maximum Ve1Cry Under Ground 3.47 between nodes 3 and 4 Vdume capacity or suet Pipes Volume capacity M oy Plpee 1382.90 gal I 1743.51 gal • Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) I.. (psi) @ (gpm) (psi) (gpm) (psi) (psi) 1 Water Supply _ I,. 250.00 96.000 20.000 5561.00 94.820 585.38 52.601 42.219 Contractor Cu Debtor Number Contact Name -Coosa Abe MCK Rene Gordon Designer Name M Contractor: Phone Extension McKinstry (509)435-1008 AbVem I FAX 5005 3rd Avenue South AMrem 2 E-mail Seattle,WA 98134 reneg©mckinstry.com Address 3 weo-Site ©M.E.P.CAD AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:35:41PM Paget ` n�® Hydraulic Graph Job Number:122693-001 -BMW llll Report Description:Ordinary Group I(L1-DRY-21 Supply at Node 1 100 I l Static Pressure 96.000 585.38 @ 94.820 90 — 80 70 --- 60 585.38 with hose streams a 1 v so 335.38 @ 52.601 N 40 30 System demand curve J I 20 5561.00 @ 20.000 10 C650 1300 1950 2600 3250 3900 4550 5200 5850 6500 Water flow,gpm Hydraulic Graph Supply at Node 1 Static Pressure 96.000 Residual.Pressure Available Flow 2D PSI: 20.000 @ 5561.00 0.00 Available Pressure at system Demand 94.820 @ 585.38 PepWrea Raaure el 60Nem Demand 52.601 @ 335.38 Required Pmuum et System Demand(Including Hose Albxaice at SW 52.601©585.38 �,©M.E.P.CAD AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:35:44PM Page 3 ill Summary Of Outflowing Devices 1 Job Number:122693-001-BMW Report Description:Ordinary Group I(L1-DRY-2) Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) b Sprinkler 1401 19.50 _ 19.50 5.6 12.125 _ Sprinkler 1402 ', 19.69 19.50 5.6 12.365 Sprinkler 1403 19.54 19.50 5.6 12.174 Sprinkler 1404 19.73 19.50 5.6 12.414 - - p 19.69 19.50 5.6 12.364 Sprinkler 1405 ', Sprinkler 1406 19.88 19.50 5.6 12.608 Sprinkler 1407 20.21 19.50 5.6_ 13.020 Sprinkler _ 1408 20.01 19.50 5.6 ', 12.768 Sprinkler 1409 20.55 19.50 5.6 ' 13.463 Sprinkler 1410 20.75 19.50 5.6 13.727 Sprinkler 1411 21.35 19.50 5.6 14.529 Sprinkler 1412 21.55 19.50 5.6 14.812 Sprinkler 1413 22.41 19.50 5.6 16.018 Sprinkler 1414 22.63 19.50 5.6 16.328 Sprinkler 1415 23.83 _ 19.50 { 5.6 18.111 Sprinkler 1416 24.06 19.50 5.6 18.459 b Most Demanding Sprinkler Data k,©M.E.P.CAD la AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:35:47PM Page 4 r1 r • . Node Anal sis y Job Number:122693-001-BMW Report Description:Ordinary Group I(L1-DRY-2 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -0'-6 S 52.601 335.38 1401 11'-3 Spr(-12.125) _ - 12.125 19.50 1402 11'-3 Spr(-12.365) 12.365 19.69 1403 11'-3 Spr(-12.174) 12.174 19.54 -- 1404 11'-3 Spr(-12.414) 12.414 19.73 1405 11'-3 Spr(-12.364) 12.364 19.69 1406 11'-3 Spr(-12.608) -- - 12.608 19.88 1407 11'-3 SprE13_020) 13.020 20.21 1408 11'-3 , Spr(-12.768) 12.768 _ 20.01 1409 11'-3 Spr(-13.463) 13.463 20.55 1410 11'-3 Spr(-13.727) 13.727 20.75 1411 11'-3 Spr(-14.529) 14.529 21.35 -.. 1412 11'-3 Spr(-14.812) 14.812 21.55 1413 .__ 11'-3 ' Spr(-16.018) 16.018 22.41 1414 11.-3 Spr(-16.328) 16.328 22.63 1415 11'-3 Spr(-18.111) 18.111 23.83 1416 11.-3 Spr(-18.459) 18.459 _ 24.06 2 -4'-6 T(98'-3%) 54.225 -- ---- - 3 -4.-6 T(47'-3%) 54.213 4 -4'-6 50.323 5 1'-6 2Base of Riser 47.650 28 -4'-6 LtE(14'-2) 54.330 138 13'-5 P0(18.-9%) 40.291 - - __ __ 142 13.-5% cplg(5'-714),fE(4'-9'/h) 39.187 143 11'-2'% P0(8.-9%) 24.892 _ 144 ---�- 11.-2'%z P0(8'-9%) 25.363 2167 1'-11'% ! P0(26'-4) 47.362 2168 14'-4'% fE(8'-11%) j 47.362 k,©M.E.P.CAD di AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:35:50PM Page 5 IOU Hydraulic Analysis Job Number: 122693-001 -BMW Report Description:Ordinary Group I(L1-DRY-2) Pipe Type Diameter Flow Velocity HWC _ Friction Loss _ Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length o Route 1 BL 2.1570 19.50 1.71 100 _ 0.005198 9'-1 Pf 0.047 1401 11'-3 19.50 5.6 12.125 Sprinkler Pe 0.001 1403 11'-3 12.174 9'-1 Pv BL 2.1570 39.04 3.43 100 0.018774 10'-1 Pf 0.189 1403 11'-3 19.54 5.6 12.174 Sprinkler Pe 0.001 1405 11'-3 12.364 10'-1 Pv BL 2.1570 58.73 5.16 100 0.039965 10'-1 Pf 0.403 1405 11'-3 19.69 5.6 12.364 Sprinkler Pe 0.001 1408 11'-3 12.768 10'-1 Pv BL 2.1570 78.74 6.91 100 0.068747 10'-1 Pf 0.693 1408 11'-3 20.01 5.6 12.768 Sprinkler Pe 0.001 1409 11'-3 13.463 10'-1 Pv BL 2.1570 99.29 _ 8.72 100 0.105571 10'-1 Pf 1.065 1409 11.-3 20.55 5.6 13.463 Sprinkler 1 Pe 0.001 1411 11'-3 14.529 10'-1 Pv BL 2.1570 120.63 10.59 100 0.151357 9'-10 Pf 1.488 1411 11.-3 21.35 5.6 14.529 Sprinkler Pe 0.001 1413 11'-3 16.018 9'-10 Pv BL 2.1570 143.05 12.56 100 0.207452 _ 10'-1 Pf 2.092 1413 11'-3 22.41 5.6 16.018 Sprinkler Pe 0.001 1415 11'-3 18.111 10'-1 Pv BL 2.1570 166.88 14.65 100 0.275684 15'-9% Pf 6.776 1415 11.-3 23.83 5.6 18.111 Sprinkler, 8'-9Yz Pe 0.005 24.892 P0(8.-9% 143 11'-2% ' ) 24.-6% Pv CM 3.2600 166.88 _ 6.41 100 0.036915 12'-9 Pf 0.471 143 11-2% 24.892 Pe 144 11'-2%, 25.363 12.-9 Pv CM 3.2600 335.38 12.89 100 0.134280 78.-6 Pf 14.788 144 11'-2% 168.50 25.363 Flow(q)from Route 2 31'-7%z Pe -0.964 142 13'-5%, 39.187 4fE(4'-9'%),fT(12'-5%) 110'-1% Pv FM 4.2600 335.38 _ 7.55 100 0.036489 _ _.. 5'-5 Pf 1.068 142 13'-5% 39.187 cplg(5'-7%) 24.-5 Pe 0.016 138 13'-5 40.291 P0(18'-9Yz) 29'-10 Pv FM 6.3570 335.38 3.39 100 0.005195 211'-4 Pf 2.109 138 13'-5 40.291 207'-2 Pe 4.962 2167 1'-1114 47.362 4fE(8'-1114),2fT(22'-5),EE(6'-3 418'-6 Pv %),2P0(26'-10'4),DPV(19'-8Ym) ,BV(8'-11%),P0(37-8%) CM 6.3570 335.38 3.39 120 0.003707 1'-4 Pf 0.089 2167 1'-11'% 47.362 22'-7 Pe 0.199 5 1-6 47.650 Tr(10'-0),fE(12'-7),2Base of 23'-11 Pv Riser UG 6.3570 335.38 _ 3.39 150 0.002453 12.-0 Pf 0.072 5 1-6 47.650 17'-1 Pe 2.601 ,, 4 -4.-6 50.323 LtE(17'-1) 29.-1 Pv UG 6.2800 335.38 3.47 140 0.002958 283'-4% Pf 3.890 4 -4.-6 50.323 17V-9% Pe 3 -4-6 54.213 2LtE(14'-2),4EE(11-0%),BFP(-2 455'-2 Pv .544),GV(4'-814),2T(47'-3%) UG 12.4600 335.38 0.88 140 0.000105 7'-6% Pf 0.011 3 -4'-6 54.213 98'-3Yz Pe 2 -4'-6 54.225 T(98.-3%z) 105.-10 Pv UG 6.2800 335.38 _ 3.47 140 0.002958 16'-9% Pf 0.106 2 -4'-6 54.225 18.-11 Pe 28 -4'-6 54.330 GV(4'-8'14),LtE(14'-2) 35'-8% Pv MS 6.0650 335.36 3.72 120 0.004661 1'-0 Pf 0.005 28 -0'-6 54.330 Pe -1.734 1 -0'-6 52.601 S 1'-0 Pv 250.00 Hose Allowance At Source 1 585.38 ot Route 2 BL 2.1570 19.69 1.73 100 0.005293 _.. _ 9'-1 Pf 0.048 1402 11'-3 19.69 5.6 12.365 Sprinkler Pe 0.001 1404 11'-3 12.414 9'-1 Pv k+„©M.E.P.CAD aAutoSPRINK 2023 v18.1.17.0 6/24/2023 1:35:54PM Page 6 ig { Hydraulic Analysis ` Job Number:122693-001-BMW Report Description:Ordinary Group I(L1-DRY-2) Pipe Type Diameter _ Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length BL 2.1.570 39.42 3.46 100 0.019117 10'-1 Pf 0.193 1404 11'-3 19.73 5.6 12.414 Sprinkler Pe 0.001 1406 11'-3 12.608 10'-1 Pv BL 2.1570 59.31 5.21 100 0.040694 10'-1 Pf 0.410 1406 11'-3 19.88 5.6 12.608 Sprinkler Pe 0.001 1407 11'3 13.020 10'-1 Pv BL _ 2.1570 79.51 6.98 100 0.070000 10.-1 Pf 0.706 1407 11'-3 20.21 5.6 13.020 Sprinkler Pe 0.001 1410 11'-3 13.727 10'-1 Pv BL 2.1570 100.26 8.80 100 0.107493 10'-1 Pf 1.084 1410 11'-3 20.75 5.6 13.727 Sprinkler Pe 0.001 1412 11'-3 14.812 10'-1 Pv BL 2.1570 121.81 10.70 100 0.154107 9'-10 Pf 1.515 1412 11'-3 21.55 5.6 14.812 Sprinkler Pe 0.001 1414 11'-3 16.328 9'-10 Pv _BL _.- 2.1570 144.44 12.68. 100 0.211213 10'-1 Pf 2.130 1414 11'-3 22.63 5.6 16.328 Sprinkler Pe 0.001 1416 11'-3 18.459 10'-1 Pv BL _. 2.1570 168.50 14.79 100. _ 0.280872 - 15'-9% Pf 6.899 1416 11'-3 24.06 5.6 18.459 Sprinkler, 8'-9+/: Pe 0.005 144 11'-2/ 25.363 P0(8.-9%) 24'-6% Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) ` C Value Multiplier II Actual Inside Diameter 4.87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor P P Y 9 0.713 1.16 1.33 1.51 k,o M.E.P.CAD In AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:35:54PM Page 7 / Hydraulic Analysis Job Number:122693-001-BMW Report Description:Ordinary Group I(L1-DRY-2) 4 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain BalV Ball Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple DelV Deluge Valve Pt Total pressure at a point in a pipe SN Swing Nipple DPV Dry Pipe Valve SP Sprig Pn Normal pressure at a point in a pipe E 90°Elbow ST Stand Pipe Pf Pressure loss due to friction between points EE 45°Elbow UG Underground Pe Pressure due to elevation difference between indicated Eel 11'%°Elbow paints Ee2 22W Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow fig Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsho WMV Water Meter Valve Z Cap yyy.0 M.E.P.CAD AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:35:54PM Page 8 /` ; _ •Hydraulic •Overview 1 Job Number: 122693-001 -BMW e s. Report Description:Ordinary Group II(L1-DRY-3) Job ...Nun,_:, urr!0rr 122693-001 ' GERALD EBELING Joe Name' Phone !AK BMW OF TIGARD 972-213-3210 .uerree i Slate ceninrauorsuwnse Number 9875 SOUTHWEST CASCADE AVE Address AHJ eTIGARD,OR 97223A dress 3 1 Job NOuildig i System Denm[p Area ornpplicauon 0.20 gpm/ft° 1950 fta(Actual 2136 fta) Mmt Oemendrna Spenkkr Data Hasa Streams 11.2 K-Factor 39.00 at 12.125 250.00 Coverage Par sprinaer Number a sreinklen Calculated Number Of Noube Cabal sd 256 ft' 12 0 System F.enure Demand Spawn Flew emend 69.164 519.01 Total Demand i'4aaoure Result 769.01 @ 69.164 +24.881 (26.5%) Supplies Check Point Gauges Node Nsme Flow(opm) Hose Flow(gpm). Static(psi) Residual(osi). Identifier Pressure(osi). K-Factor(K) Flow(gpm) 1 Water Supply 5561.00 250.00 96.000 20.000 Base of Riser(5) 62.005 65.91 519.01 BMW-Tigard-1-V8.cad Supply at Node 1 (5561.00,250.00,96.000,20.000) 0 0 0 0 0 00 100 i I I i I 0h,i— 1 1 I 1 1 o 1 0 00o mono I-StaticPressure96.000 1 i ^y C - 0 o 80 • IME ' 769.01 with hose streams - I• I I 1'I :I 11 III • :• o 70 i I I X ° I I:. Wp — , 0 519.01 69.164 ILIG " .1 11.- Mrs I I I5. 0_ I I �i=Loss t.1;# -`I'- I- I I'. ;® .`. I ° 0 ci 50 0 .r — ®�.H.�.e. i1 ° 0 ■■■ of I i. .g o 0 40 System demand curvc 00 0 0 0 0 a. ° 0 30 00 0 0 0 20 • = 5561.00 @ 20.000 10 - — 0 trill1H11111111111111111111111111111111111111111 111111111 111111111 11111 11 6430p94600 3250 3900 4550 5200 5850 6500 [ WWI Water Flow,gpm LNv 0 M.E.P.CAD 1i9 AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:36:26PM Page 1 4111 Hydraulic Summary 1 Job Number:122693-001-BMW Report Description:Ordinary Group II(L1-DRY-3) ' Job JabN.mbo- oeaanar 122693-001 GERALD EBELING Job Name: State cenifi`atvxYLlmnse Number BMW OF TIGARD Add..t AHJ 9875 SOUTHWEST CASCADE AVE Address z — - tub Site/Building TIGARD,OR 97223 Address bavn,cua—e BMW-Tigard-1-V8.cad System Remote Area(s) unsl oemarni o sprinkler on.x oaupancy .ro.,uaiv 11.2 K-Factor 39.00 at 12.125 - Ordinary Group II BMW Nose Allowance At Source Density Area of Aepli®lien 250.00 0.20 gpm/ft' 1950 ft'(Actual 2136 ft') Addeens Hose Supplies Number Of SpMNers Calculated Number Of MeaNs Calculated Coverage Per Sprinkler Node Flaw(gpm) 12 0 256 ft' Total Hose Streams 250.00 System Flow Demand Total Water Required(Including Hasa Allowance) 519.01 769.01 Ma[ImuT Pressure Unbalance In Loops 0.000 Maximum velocity Above Ground 19.95 between nodes 153 and 152 Maximum Velocity Under Ground 5.38 between nodes 3 and 4 vVolumercapacitynr Wet Pipes Volumewpady o•Dry ones 1382.90 gal 1743.51 gal I Supplies,., Hose Flow I Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 250.00 96.000 20.000 5561.00 94.044 769.01 69.164 24.881 Contractor Vontrwtar Number Contact Name MCK Rene Gordon Designer saer of Contractor Pipers Extension McKinstry (509)435-1008 Address I 5005 3rd Avenue South Address] _�_ -_ E-met Seattle,WA98134 reneg@mckinstry.com Address a '. wmslm Ai 0 M.E.P.CAD AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:36:31PM Page 2 11 Hydraulic Graph J Job Number:122693-001-BMW Report Description:Ordinary Group II(L1-DRY-3 Supply at Node 1 100 _ I I - Static Pressure 96.000 769.01 @ 94.044 90 80 70 769.01 with hose streams « I 519.01 69.164 60 N O. 50 a40 System demand curve 30 20 5561.00 @ 20.000 10 1 0 In W I1111 111 11 1 1 I 1 1 11 1 1 1 1 1 1 I 11 1 1 1 1 1 1 1 I I I 1 1 1 1 1 1 I I I 1 1 1 1 1 1 I I I I I I I I I 1 1 1 1 I 1 I 1 1 1 I 1 1 I 1 II %so 1300 1950 2600 3250 3900 4550 5200 5850 6500 Water flow,gpm Hydraulic Graph Supply at Node 1 Stare Pressure 96.000 Residual Pressure Available Flew®20 PSI: 20.000 @ 5561.00 0.00 Arbeile Pressure al System Demand 94.044 @ 769.01 Required Revure rt5yebm Demand 69.164 @ 519.01 Requite Pressure an System Demand IlndWiry Hcae Mlaa'anmY Sternal 69.164 @ 769.01 [EJ,©M.E.P.CAD {��,�AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:36:34PM Page 3 ` s1, ��1� Summary Of Outflowing Devices 1 Job Number:122693-001-BMW Report Description:Ordinary Group II(L1-DRY-3) Actual Flow Minimum Flow K-Factor Pressure , Device (gpm) (gpm( (K) (psi) b Sprinkler 1001 39.00 39.00 11.2 12.125 Sprinkler 1002 45.17 39.00 11.2 16.266 Sprinkler 1003 39.90 39.00 11.2 12.691 Sprinkler 1004 41.41 39.00 11.2 13.668 Sprinkler 1005 42.29 39.00 11.2 14.259 Sprinkler 1006 50.33 39.00 11.2 20.196 Sprinkler 1007 46.56 39.00 11.2 17.281 _ Sprinkler 1008 42.62 39.00 11.2 i 14.483 Sprinkler 1009 50.47 ' 39.00 11.2 20.306 Sprinkler 1010 41.73 . _ 39.00 11.2 13.884 Sprinkler 1011 40.21 39.00 11.2 12.892 Sprinkler 10121 39.31 39.00 11.2 1 12.319 b Most Demanding Sprinkler Data L.©M.E.P.CAD ill AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:36:38PM Page 4 ( l Node Analysis II Job Number: 122693-001-BMW Report Description:Ordinary Group II(L1-DRY-3 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -0'-6 S 69.164 519.01 _ 1001 15.-8 Spr(-12.125) _ _ 12.125 39.00 1002 15.-8% Spr(-16.266) 16.266 45.17 1003 15.-4 Spr(-12.691) _ 12.691 39.90_ 1004 15'-7 Spr(-13.668) 13.668 41.41 1005 15.-4'% Spr(-14.259) 14.259 42.29 _-- 1006 15.-2% Spr(-20.1961 20.196 50.33 1007 15.-8 Spr(-17.281) 17.281 46.56 1008 15'-5 Spr(-14.483) 14.483 42.62 1009 15'-2'% Spr(-20.306) _ 20.306 50.47 1010 15'-7 Spr(-13.884) 13.884 41.73 1011 15.-4 Spr(-12.892) _ 12.892 40.21 1012 _ 15.-8 Spr(-12.319) �- 12.319 39.31 2 -4'-6 T(98.-3%z) 70.650 _._ 3 -4'-6 T(47'-3%)_--_ 70.625 4 -4'-6 64.768 - - 5 1.-6 2Base of Riser 62.005 28 -4'-6 LtE(14'-2) 70.887 _ 138 13.-5 P0(18'-914) 51.915 139 16'-10 P0(3'-7) 14.587 I 140 16'-10'% , P0(3'-7) 19.655 141 16'-6 PO(3:1) 15.281 145 16'-10 P0(5'-3%) 22.482 146 - 16'-9 PO 3'-7 16.477 147 16'-10 P0(3.-7) 20.894 148 16'-6% P0(3.-7) 17.201 149 - --.. _ 16'-4'14 P0(3.-7) 24.447 150 16.-8% , P0(5.-3%) _ 22.915 151 16'-7 ". P0(5.-3'%) 23.874 --- ___ 152 16'-5 �, PO(5'-3%) 27.133 153 13'-7 ' cplg(5'-714),fE(4'-9%) 39.774 154 _.. - --. 54 16'-7 PO(-3'-7) 17.476 I,_ 155 16.-414 PO(3'-7) 24.582 156 16'-9 PO(3'-7) -� 16.743 157 16'-6 PO(3'-7) 15.528 158 16.-10 PO(3'-7) 14.825 2167 1'-11% P0(26.-4) 61.608 2168 14'-414 fE(8'-11'%) 61.608 ,©M.E.P.CAD le AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:36:41PM Page 5 ill, r Hydraulic Analysis Job Number:122693-001-BMW Report Description:Ordinary Group II(L1-DRY-3) ' Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Gib Route 1 DR 1.0490 39.00 14.48 100 0.627237 1'-2 Pf 2.968 1001 15'-8 39.00 11.2 12.125 Sprinkler, 3'-7 Pe -0.506 139 16'-10 14.587 P0(3'-7) 4'-9 Pv BL 1.4420 39.00 7.66 100 0.133182 14'-0 Pf 1.865 139 16'-10 14.587 Pe 0.025 146 16.-9 16.477 14'-0 Pv BL 1.4420 80.41 15.80 __ 100 0.507880 7'-4 Pf 6.424 146 16.-9 41.41 16.477 Flow(q)from Route 5 5'-3% Pe 0.013 150 16.-8'% 22.915 PO(5.-3%) 12'-8 Pv FM 3.2600 253.18 9.73 100 0.079820 11'-4 Pf 0.905 150 16'-8% 81.04+91.73 22.915 Flow(q)from Route 2 and 9 Pe 0.055 151 16.-7 23.874 11'-4 Pv FM 3.2600 418.21 16.07 100 0.202000 15'-9 Pf 3.181 151 16.-7 82.19+82.84 23.874 Flow(q)from Route 3 and 4 Pe 0.077 152 16'-5 27.133 15'-9 Pv FM 3.2600 519.01 19.95 100 0.301196_ 20'-8 Pf 11.415 152 16'-5 50.33+50.47 27.133 Flow(q)from Route 11 and 12 17'-3 Pe 1.226 153 13'-7 39.774 fT(12'-5%),fE(4'-9%) 37'-11 Pv FM 4.2600 519.01 11.68 100 0.081845 _ 107'-11 Pf 12.059 153 13'-7 39.774 cplg(5'-7%) 39'-5 Pe 0.082 138 13.-5 51.915 4EE(3'-9),PO(18'-9%) 147-4 Pv FM 6.3570 519.01 5.25 100 0.011651 __.. 211'-4'.Pf 4.730 138 13'-5 51.915 207'-2,,Pe 4.962 2167 1'-11'% 61.608 4fE(8'-11'%),2fT(22'-5),EE(6'-3 418'-6'Pv %),2P0(26'-10%),DPV(19'-8%) ,BV(8'-11%),PO(3T-8%) CM 6.3570 519.01 5.25 120 0.008316 1.-4 Pf 0.199 2167 1'-11% 61.608 22'-7 Pe 0.199 5 1'-6 62.005 Tr(10'-0),fE(12'-7),2Base of :, 23'-11 Pv Riser UG 6.3570 519.01 5.25 150 0.005503 12'-0 Pf 0.162 5 1'-6 62.005 17-1 Pe 2.601 4 -4'-6 64.768 LtE(17'-1) 29.-1 Pv UG 6.2800 519.01 5.38 140 0.006635 283.-4%z Pf 5.857 4 -4'-6 64.768 171'-9% Pe 3 -4'-6 70.625 2LtE(14'-2),4EE(11'-0%),BFP(-2 455.-2 Pv .837),GV(4'-8%),2T(47'-3'%) UG 12.4600 519.01 1.37 140 0.000236 7'-6% Pf 0.025 3 -4'-6 70.625 98'-3% Pe 2 -4'-6 70.650 T(98.-3%,) 105.-10 Pv UG 6.2800 519.01 5.38 140 0.006635 16'-9% Pf 0.237 2 -4'-6 70.650 18.-11 Pe 28 -4'-6 70.887 GV(4'-B%),LtE(14'-2) 35'-8% Pv MS 6.0650 519.01 5.76 120 _ 0.010456 1'-0 Pf 0.010 28 -4'-6 70.887 Pe -1.734 1 -0.-6 69.164 S 1'-0 Pv 250.00 Hose Allowance At Source 1 769.01 OF Route 2 DR _ 1.0490 39.31 14.59 100 0.636519 1'-2 Pf 3.012 1012 15'-8 39.31 11.2 12.319 Sprinkler, 3'-7 Pe -0.506 158 16'-10 14.825 PO(3'-7) 4'-9 Pv BL 1.4420 39.31 7.72 100 0.135153 14.-0 Pf 1.892 158 16'-10 14.825 Pe 0.025 156 16'-9 16.743 14.-0 Pv BL 1.4420 81.04 15.92 100 0.515361 6'-8 Pf 6.160 156 16'-9 41.73 16.743 Flow(q)from Route 6 5'-3% Pe 0.012 150 16'-8'% 22.915 P0(5.-3+%,) 11.-11% Pv we Route 3 DR 1.0490 39.90 14.81 100 0.654277 _ 1'-2 Pf 3.096 1003 15'-4 39.90 11.2 12.691 Sprinkler, 3'-7 Pe -0.506 141 16'-6 15.281 P0(3'-7) 4'-9 Pv BL _ 1.4420 39.90 7.84 100 0.138924 14'-0 Pf 1.945 141 16'-6 15.281 Pe -0.025 148 16.-6'% 17.201 14'-0 Pv g c M.E.P.CAD a AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:36:44PM Page 6 le Hydraulic Analysis ` Job Number:122693-001-BMW Report Description:Ordinary Group II(L1-DRY-3) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length BL 1.4420 82.19 16.15 100 0.528950 7'-4 Pf 6.690 148 __--_-- 16'-6% 42.29 17.201 Flow(q)from Route 7 5'-31/4 Pe -0.017 151 16'-7 23.874 P0(5._3%) 12'-8 Pv Gb Route 4 DR 1.0490 40.21 14.93 100 0.663859 1'-2 Pf 3.141 1011 15'-4 40.21 11.2 12.892 Sprinkler, 3'-7 Pe -0.506 157 16'-6 15.528 P0(3'-7) 4'-9 Pv BL 1.4420 40.21 7.90 100 0.140959 14'-0 Pf 1.973 157 16'-6 15.528 Pe -0.025 154 16'-7 17.476 14'-0 Pv BL 1.4420 82.84 16.27 100 0.536672 _ _ 6'-8 Pf 6.414 154 16'-7 42.62 17.476 Flow(q)from Route 8 5'-3'14 P• e -0.015 151 16'-7 23.874 PO(5'_3%) 11'-1114 Pv . 1, Route 5 DR 1.0490 41.41 15.37 100 0.700695 1'-2 Pf 3.315 1004 15'-7 41.41 11.2 13.668 Sprinkler, 3'-7 Pe -0.506 146 16'-9 16.477 PO(3'-7) 4'-9 Pv GI Route 6 DR 1.0490 41.73 15.49 100 0.710970 1'-2 Pf 3.364 1010 15'-7 41.73 11.2 13.884 Sprinkler, 3'-7 Pe -0.506 156 16'-9 16.743 P0(3'-7) 4'-9 Pv eia Route 7 DR 1.0490 42.29 15.70 100 0.728693 1'-2 Pf 3.448 1005 15'-4% 42.29 11.2 14.259 Sprinkler, 3'-7 Pe -0.506 148 16'-6'% 17.201 P0(3'-7) 4'-9 Pv ymi Route 8 DR 1.0490 42.62 15.82 100 0.739299 1'-2 Pf 3.498 1008 15'-5 42.62 11.2 14.483 Sprinkler, 3'-7 Pe -0.506 154 16'-7 17.476 P0(3'_7) 4'-9 Pv .� Route 9 DR 1.0490 45.17 16.77 100 0.823107 _ i 1'-2 Pf 3.895 1002 15'-8'/ 45.17 11.2 16.266 Sprinkler, I 3'-7 Pe -0.506 140 16'-10% 19.655 P0(3'_7) 4'-9 Pv BL 1.4420 45.17 8.87 100 0.174772 10'-9 Pf 2.808 140 16'-10M 19.655 5'-314 Pe 0.019 145 16'-10 22.482 P0(5._3%) 16'-1 Pv FM 3.2600 91.73 3.53 100 0.012202 _ 22'-4'% Pt 0.390 145 16'-10 46.56 22.482 Flow(q)from Route 10 9'-7 Pe 0.043 150 16'-8'% 22.915 2 (q_gy,) 131'-11'% Pv Route 10 DR 1.0490 46.56 17.28 100 0.870500 1'-2 Pt 4.119 1007 15'-8 46.56 11.2 17.281 Sprinkler, 3'-7 Pe -0.506 147 16'-10 20.894 PO(3.-7) 4'-9 Pv _BL 1.4420 46.56 9.15 100 0.184835 3'-3 Pf 1.577 147 16'-10 20.894 5'-314 P• e 0.011 145 16'-10 22.482 P0(5.-3+%) 8'-6% Pv v Route 11 DR 1.0490 50.33 18.68 100 1.005489 1'-2 Pf 4.758 1006 15'-2'% 50.33 11.2 20.196 Sprinkler, 3'-7 Pe -0.506 149 16.-4'% 24.447 P0(3'-7) 4'-9 Pv BL 1_4420 50.33 9.89 100 0.213498 7'-4 Pf 2.700 149 16'-4'% 24.447 5'-314 P• e -0.015 152 16'-5 27.133 P0(5-3%,) , 12'-8 Pv WI Route 12 DR 1.0490 50.47 18.74 100 1.010573 1'-2 Pf 4.782 1009 15.-2'% 50.47 11.2 20.306 Sprinkler, 3'-7 Pe -0.506 155 16.-4'% 24.582 PO(3'-7) 4'-9 Pv BL 1.4420 _ 50.47 9.91 100 0.214577 6'-8 Pf 2.565 155 16'-4'% 24.582 5'-3'%1 Pe -0.014 152 16'-5 27.133 P0(5'-314) 11'-11% Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) 1 C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 A,©M.E.P.CAD in AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:36:44PM Page 7 Job Number:122693-001-BMW 1111[Hydraullc Analysis Report Description:Ord nary Group II(L1-DRY-3) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary _ Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain BalV Ball Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple DelV Deluge Valve Pt SN Swing Nipple Total pressure at a point in a pipe DPV Dry Pipe Valve SP Sprig Pn Normal pressure at a point in a pipe E 90°Elbow ST Stand Pipe Pf Pressure loss due to friction between points EE 45°Elbow UG Underground Pe Pressure due to elevation difference between indicated Eel 11%°Elbow points Ee2 221/.°Elbow Pv Velocity pressure at a point in a pipe f Flow Device - fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap [E>S,©M.E.P.CAD inAutoSPRINK2023v18.1.17.0 6/24/2023 1:36:44PM Page 8 Hydraulic Overview ` Job Number:122693-001-BMW Report Description:Ordinary Group I(L1-WET-1) Job n�r ee,gne 122693-001 GERALD EBELING Job Name' - I Phone FAX BMW OF TIGARD 972-213-3210 Address 1 State CertliulWLiunee Number 9875 SOUTHWEST CASCADE AVE Aggress 3 -._ --- AXJ TIGARD,OR 97223 Aameao bob SiteiEbblebrg System OensaY AMP ni Her canon 0.15 gpm/ft' 1500 flu(Actual 1235 flu) Most Cerrending sprinkler Dale Hose Streams 5.6 K-Factor 19.50 at 12.125 250.00 Coverage Pee apnnkler Number Or apnnklers Calculated Number berOtNosks Celnuln,w 130ft2 14 0 System Greawre Demand system Flow gems. _. 83.423 292.82 reel Demana Pressure Resell 542.82 @ 83.423 +11.551 (12.2%) Supplies Check Point Gauges Node Name Flow(gpmt Hose Flow(gpm) Static(psi) Residual(psil Identifier Pressure(psi) K-Factor(K) Flow(9Pm) 1 Water Supply 5561.00 250.00 96.000 20.000 Base of Riser(5) 78.748 33 292.82 BMW-Tigard-1-V8.cad Supply at Node 1 (5561.00,250.00,96.000,20.000) 0 0 0 0 0 00 100 I I I I I o - o 0 Static Pressure 96.000 • Nil 1 1 1 1 1 coo cccoo 90 I I I I ° I el I- --ism = o 542.812 with hose streams o . . -_ o I I\ I I — _I__. ■I,N te'r['°- 0 8 80 292.82 @ 83.423 I J;I I 1 e• I� ;:7 . . I— I I 111 .1 II i I I I ' ,,03:' ° 70 • . • ( F {{ I ' Itniz�:flM • 1 iI. :1.1 1�, 0 60 IJi r 1 ° • IIi...•r•ar1 l r1 I ° 50 System demand curve E �a 0 0 0 0 0 0 ° o 00 ° o 'o 30 20 ' 5561.00©20.000 10 0 111111IIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIII,I„ 111111III 111111111 11111 II 1a0p9600 3250 3900 4550 5200 5850 6500 ! WW1 Water flow,gpm [dry©M.E.P.CAD ` 9 AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:33:51PM Page 1 Hydraulic SummaryNu ber:1293-00 -BMW Report Descriptioon:b Ordinary Group I(L1-WET--1) Job®®®® Job Nomoe, Drsgrer 122693-001 GERALD EBELING Job Name: Slab CO eeagorALicense Number BMW OF TIGARD Address I AHJ 9875 SOUTHWEST CASCADE AVE Address Jab sibrsbabg TIGARD,OR 97223 Address 3 Drawing Name BMW-Tigard-1-V8.cad System I Remote Area(s) Mml Demanding Spr1lHer Sale ocwpancy Job Surfx 5.6 K-Factor 19.50 at 12.125 Ordinary Group I BMW Hose Allowance At Source Density Nee of Appli®bon 250.00 0.15 gpm/ft' 1500 ft'(Actual 1235 ft') Addtlprbl Hose Supplies Number 015pinklva Calculated Number Of Nozzle.Calculated Coverage Per 5pinkler Node Flow(apml 14 0 130 ft' Total Hose Streams 250.00 System Slav Demand TOW wafer HSGebsd(Including Hose Alkwanrw) 292.82 542.82 Maximum Pressure Unbalance In Loops 0.000 Maximum velocity Above Ground 12.57 between nodes 118 and 120 Maximum Velocity unaa Ground 3.03 between nodes 3 and 4 Volume capacity or Wet Pipes Volume ral»mry or Dry Pipes 1382.90 gal I 3.79 gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name I (gpm) I (psi) (psi) (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply I'I 250.00 96.000 20.000 5561.00 94.973 542.82 83.423 11.551 Contractor ccrlractor Number Contact Name i Conrad Tale MCK Rene Gordon Designer Name N Conti-atlas Phone Extension McKinstry (509)435-1008 Attlram FAX 5005 3rd Avenue South Addressz E.mall Seattle,WA 98134 reneg@mckinstry.com Adams —.. _.._ WetOle _...-... ._.. [�j,©M.E.P.CAD AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:33:56PM Page 2 Hydraulic Graph Job Number:122693-001 -BMW Report Description:Ordinary Group I(L1-WET-1) Supply at Node 1 100 I Static Pressure 96.00O 542.82 @ 94.973 90 542.82 with hose streams 292.82 @ 83.423 80 70 60 - 50 ur CO °' ]System demand curve 40 30 - 20 I - 5561.00 @ 20.000 10 Q -III IIIIIIIII minim II I II I I I1 I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 I I I I I 1 1 1 1 I I I I I I I I I I I I 1 1 1 11 %so 1300 1950 2600 3250 3900 4550 5200 5850 6500 Water flow,gpm rpdrarl¢cmpn Supply at Node 1 96.000 Fasdual'Preseure Available Flow @20 PSI'. 20.000 @ 5561.00 0.00 Available Pressure at System Demand - _�... ...... 94.973 @ 542.82 Rotors)Preaelle A System Demane 83.423 @ 292.82 Rpured Presfue MSynbn Record llndWiry HereAllevnnu or seurm) 83.423 @ 542.82 Al,©M.E.P.CAD AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:34:00PM Page 3 {., 1111 Summary Of Outflowing Devices Job Number:122693-001-BMW Report Description:Ordinary Group I(L1-WET-1) Actual Flow Minimum Flow K-Factor Pressure Device (gPm) (9Pm) (K) (Psl) Sprinkler 1101 21.66 19.50 5.6 14.966 Sprinkler 1102 21.44 19.50 5.6 14.659 Sprinkler 1103 21.41 19.50 5.6 14.617 Sprinkler _ 1104 __ 20.32 _ 19.50 5.6 13.167 Sprinkler 1105 21.31 19.50 5.6 14.475 Sprinkler 1106 _ 21.04 19.50 5.6 14.120 Sprinkler _ 1107 _ 21.01 19.50 5.6 14.079 Sprinkler 1108 19.78 19.50 5.6 12.479 Sprinkler 1109 - 21.50 19.50 5.6 14.745 Sprinkler 1110 21.41 19.50 5.6 14.617 Sprinkler 1111 19.57 19.50 5.6 12.214 Sprinkler 1112 21.47 19.50 5.6 14.703 Sprinkler 1113 21.38 19.50 5.6 14.576 c. Sprinkler 1114 19.50 19.50 5.6 1 12.125 b Most Demanding Sprinkler Data bk,©M.E.P.CAD mg AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:34:03PM Page 4 1 Node Analysis II Job Number 122693-001 -BMW Report Description:Ordinary Group I(L1-WET-1) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 134 17.-0 P0(5'-0) 16.907 135 17.-0 P0(9.-11) 21:063 136 17.-0 P0(5'-0) 20.503 137 17.-0 P0(5'-0) 20.326 2158 15.-1 ', P0(9'-11) 63.045 I, 2167 1'-1 l% P0(26.-4) 78.480 2168 14.-4'%z '. fE(8'-11%) 69.121 1 0'-6 '. S 83.423 292.82 1101 16.-0 Spr(-14.966),fd(37'-0) 14.966 21.66 ',. 1102 16.-0 Spr(-14.659),fd(37'-0) 14.659 21.44 1103 16.-0 Spr(-14.617),fd(37'-0) 14.617 21.41 1104 16'-2'/ Spr(-13.167),fd(37'-0) 13.167 20.32 1105 16.-0 Spr(-14.475),fd(37'-0) 14.475 21.31 1106 16'2'% Spr(-14.120),fd(37'-0) 14.120 21.04 1107 _ 16.-2'% Spr(-14.079),fd(37'-0) 14.079 21.01 1108 16.-2'% Spr(-12.479),fd(3T-0) 12.479 19.78 1109 16.-0 Spr(-14,745),fd(37'-0) 14.745 21.50 1110 _16'-0 Spr(-14.61),fd(37'-0) 14.617 21.41 -_ 1111 _ 16.-0 Spr(-12.214),fd(37'-0) 12.214 19.57 1112 16'-0 Spr(-14.703),fd(37'-0) 14.703 21.47 1113 16.-0 Spr(-14.576),fd(37'-0) 14.576 21.38 _ --- 1114 16'0 Spr(-12.125),fd(3T-0) 12.125 19.50 2 -4'-6 T(98'-3%) 85.071 3 -4.-6 T(47'-3%) 85.062 4 -4.-6 '... : 81.405 5 1'-6 2Base of Riser 78.748 28 -4.-6 LtE(14'-2) 85.153 109 15.-1 P0(9'-11) 1 38.572 110 15.-1 P0(9.-11) i 38.561 111 15.-1 P0(9.-11) 38.499 112 15.-1 T(9'-11) 38.333 114 15.-1 P0(9.-11) 63.094 115 15.-1 P0(9'-11) 63.107 116 15.-1 fT(21'-1) 63.239 117 15.-1 P0(9.-11) 63.068 118 17.-0 fT(21'-11%),2cplg(8'-3),Tr(6'-9%) 36.295 119 17.-0 P0(9.-11) 35.420 -- -- 120 17.-0 P0(9.-11) 22.064 ' - --- 121 17'-0 P0(5.-0) 20.869 122 17'-0 P0(5.-0) 20.442 123 17'-0 P0(5.-0) 20.383 124 17'-0 P0(5'-0) 18.444 125 17.-0 P0(5'-0) �� 17.482 126 17.-0 P0(9'-11) 21.340 127 17.-0 P0(5.-0) 20.185 _ 128 17.-0 P0(5'-0) 19.772 129 17.-0 P0(5.-0) 19.714 -. 130 17'0 P0(5'-0) 17.032 131 - --- 17.-0 PO(9'-11) . 21.123 132 - 17'-0 PO 5'-0 • 20.561 133 17'-0 PO(5'-0) • 20.384 k,©M.E.P.CAD Al AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:34:06PM Page 5 IWO d x Hydraulic Analysis II Job Number 122693-001-BMW Report Description:Ordinary Group I(L1-WET-1) ' Pipe Type Diameter Flow Velocity HWC _Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length wa Route 1 DY 1.0490 19.50 7.24 120 0.124177 0'-0 Pf 5.215 1114 16.-0 19.50 5.6 12.125 Sprinkler, 42'-0 Pe -0.434 134 17'-0 16.907 P0(5.-0),fd(37'-0) 42'-0 Pv BL 1.6820 19.50 2.82 120 0.012458 10'-0 Pf 0.125 134 17'-0 16.907 Pe 130 17.-0 17.032 10'-0 Pv BL 1.6820 39.07 5.64 120 0.045063 10'-0 Pf 0.451 130 17.-0 19.57 17.032 Flow(q)from Route 2 Pe 125 17.-0 17.482 10'-0 Pv BL 1.6820 58.85 8.50 120 0.096153 10'-0 Pf 0.962 125 17.-0 19.78 17.482 Flow(q)from Route 3 Pe 124 17.-0 18.444 10'-0 Pv _BL 1.6820 79.17 11.43 120 0.166442 92'-1 Pf 16.976 124 17'-0 20.32 18.444 Flow(q)from Route 4 9'-11 Pe 119 17.-0 35.420 P0(9'-11) 102'-0 Pv CM 2.6350 79.17 4.66 120 0.018700 23.-6 Pf 0.875 119 17'-0 35.420 23'-3 Pe 118 17.-0 36.295 2cplg(8'-3),Tr(6'-9%) 46.-9 Pv CM __ 4.2600 292.82 6.59 120 0.020259 32.-11% Pf 1.212 118 17'-0 213.64 36.295 Flow(q)from Route 5 26.-10'% Pe 0.826 112 15.-1 38.333 3fE(8'-11'/) 59'-10 Pv BL 1.6820 74.76 10.79 120 0.149682 145'-3Yz Pf 24.712 112 15.-1 38.333 T(9'-11) 19.-9Y Pe 2158 15.-1 63.045 P0(9'-11) 165'-1 Pv CM 4.2600 74.76 1.68 120 0.001621 14'-1% Pf 0.023 2158 15'-1 63.045 Pe 117 15.-1 63.068 14'-1% Pv CM 4.2600 149.29 3.36 120 0.005826 8'-31/2 Pf 0.171 117 15'-1 74.53 63.068 Flow(q)from Route 18 21'-1 Pe 116 15.-1 63.239 11(21'-1) 29.-4 Pv CM 4.2600 292.82 6.59 120 0.020259 59.-3Yz Pf 5.566 116 15.-1 143.53 63.239 Flow(q)from Route 15 167'-6 Pe 0.316 2168 14'-4'% 69.121 9fE(8'-11%),CV(28'-11%),BV(1 226'-9% Pv 5'-9%),fE(9'-0),P0(26.-4),Tr(6'- 9%),SFx(-0.972) CM 4.2600 292.82 6.59 120 0.020259 98'-6 Pf 3.980 2168 14'-4'% 69.121 97'-11'% Pe 5.378 2167 1'-11% 78.480 3fE(8'-11%),CV(28'-11Y),BV(1 196.-5'% Pv 5'-9%),P0(26'-4) CM 6.3570 292.82 2.96 120 0.002884 1'-4 Pf 0.069 2167 1-11% 78.480 _--- - 22'-7 Pe 0.199 5 1'-6 78.748 Tr(10'-0),fE(12'-7),2Base of 23'-11 Pv Riser UG 6.3570 292.82 2.96 150 0.001909 12'-0 Pf 0.056 5 1.-6 78.748 17.-1 Pe 2.601 4 -4'-6 81.405 LtE(17'-1) 29'-1 Pv UG 6.2800 292.82 3.03 140 0.002301 283'-4'% Pf 3.657 4 -4.-6 81.405 171.-9'% Pe 3 -4'-6 85.062 2L1E(14'-2),4EE(11-0%),BFP(-2 455'-2 Pv .610),GV(4'-8%),2T(47'-3%) UG 12.4600 292.82 0.77 140 0.000082 7'-6'% Pf 0.009 3 -4'-6 85.062 98'-3'/ Pe 2 -1'-6 85.071 T(98'-3%) 105'-10 Pv UG 6.2800 292.82 3.03 140 0.002301 16'-9'% Pf 0.082 2 -4.-6 85.071 18'-11 Pe 28 -4'-6 85.153 GV(4'-8Y,LtE(14'-2) 35'-8'% Pv MS 6.0650 292.82 3.25 120 0.003626 1'-0 Pf 0.004 28 -4-6 85.153 Pe -1.734 1 -0'-6 83.423 S 1'-0 Pv 250.00 Hose Allowance At Source 1 542.82 - -----_-- o Route 2 DY 1.0490 _ 19.57 7.27 120 ___ 0.125021 0'-0 Pf 5.251 1111 16'-0 19.57 5.6 12.214 Sprinkler, 42'-0 Pe -0.434 130 17'-0 17.032 PO(5'-0),fd(37'-0) 42'-0 Pv • Route 3 - - - k{,©M.E.P.CAD A AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:34:10PM Page 6 \ Hydraulic Analysis ` Job Number:122693-001 -BMW ®®® Report Description:Ordinary Group I(L1-WET-1) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length DY 1.0490 19.78 7.34 120 0.127521 0'-0 Pf 5.356 1108 16'-2'/a 19.78 5.6 12.479 Sprinkler, 42'-0 Pe -0.352 125 17'-0 17.482 P0(5.-0),fd(37'-0) 42'-0 Pv a Route 4 DY 1.0490 20.32 7.54 120 0.134018 0'-0 Pf 5.629 1104 16'-2/ 20.32 5.6 13.167 Sprinkler, 42'-0 Pe -0.352 124 17'-0 18.444 P0(5'-0),fd(37'-0) 1 42'-0,Pv Route 5 DY 1.0490- 21.01 7.80 120 0.142574 0'-0 Pf 5.988 1107 16'-2% 21.01 5.6 14.079 Sprinkler, 42'-0 Pe -0.352 129 17'-0 19.714 P0(5'-0),fd(3T-0) 42'-0 Pv BL 1.6820 21.01 3.03 120 0.014304 4'-0 Pf 0.057 ....-.---.---.---_ 129 17'-0 19.714 Pe 128 17'-0 19.772 4'-0 Pv BL 1.6820 42.05 6.07 120 0.051634 8'-0 Pf 0.413 128 17'-0 21.04 19.772 Flow(q)from Route 6 Pe 127 17'-0 20.185 8'-0 Pv BL _._ 1.6820_ 63.36 9.15 120 _ 0.110215 0'-7 Pf 1.155 127 17'-0 21.31 20.185 Flow(q)from Route 7 9'-11 Pe 126 17'-0 21.340 P0(9'-t1) 10'-6 Pv CM 2.6350 149.13 8.77_ 120 0.060329 12'-0 Pf 0.724 126 17'-0 85.77 21.340 Flow(q)from Route 8 Pe 120 17'-0 22.064 12'-0 Pv CM 2.6350 213.64 12.57 120 0.117319 91'-1 Pf 14.231 120 17'-0 64.51 22.064 Flow(q)from Route 9 30'-2% Pe 118 17'-0 36.295 fT(21'-11%),cplg(8'3) 121'-3% Pv •- Route 6 DY 1.0490 21.04 7.81 120 0.142959 0'-0 Pf 6.004 1106 16'-2% 21.04 5.6 14.120 Sprinkler, 42'-0 Pe -0.352 128 17'-0 19.772 PO(5'-0),fd(37'-0) 42'-0 Pv a Route 7 DY 1.0490 21.31 7.91 120 0.146279 0'-0 Pf 6.144 1105 16'-0 21.31 5.6 14.475 Sprinkler, 42'-0 Pe -0.434 127 17'-0 20.185 P0(5'-0),fd(37'-0) 42'-0 Pv Route 8 DY 1.0490 21.38 7.94 120 0.147224 _ 0.-0 Pt 6.183 1113 16'-0 21.38 5.6 14.576 Sprinkler, 42'-0 Pe -0.434 137 17'-0 20.326 P0(5.-0),fd(37'-0) 42'-0 Pv BL 1.6820 21.38 3.09 120 0.014770 12'-0 Pf 0.17.7 137 17'-0 20.326 Pe 136 17'-0 20.503 12'-0 Pv BL 1.6820 42.85 6.19 120 0.053461 0'-7 Pf 0.560 136 17'-0 21.47 20.503 Flow(q)from Route 12 9'-11 Pe 135 17'-0 21.063 P0(9'-11) ',. 10'-6 Pv CM 2.6350 42.85 2.52 120 0.006006 10'-0 Pf 0.060 135 17'-0 21.063 Pe 131 17'-0 21.123 10'-0 Pv CM 2.6350 85.77 5.05 120 0.021681 10'-0 Pf 0.217 131 17'-0 42.91 21.123 Flow(q)from Route 10 Pe 126 17'-0 21.340 10'-0 Pv v Route 9 DY 1.0490 21.41 7.95 120 0.147607 0'-0 Pf 6.199 1103 16'-0 21.41 5.6 14.617 Sprinkler, 42.-0 Pe -0.434 123 17'-0 20.383 P0(5'-0),fd(37'-0) 42'-0 Pv BL 1.6820 21.41 3.09 120 0.014808 4'-0 Pf 0.059 123 17'-0 20.383 Pe 122 17'-0 20.442 4'-0 Pv BL 1.6820 42.85 6.19 120 0.053456 8'-0 Pf 0.428 122 17'-0 21.44 20.442 Flow(q)from Route 11 Pe 121 17'-0 20.869 8'-0 Pv BL 1.6820 64.51 9.32 120 0.113960 0'-7 Pf 1.195 121 17'-0 21.66 20.869 Flow(q)from Route 14 9'-11 Pe 120 17'-0 22.064 P0(9.-11) 10'-6 Pv = Route 10 DY 1.0490 21.41 7.95 120 0.147614 0'-0 Pf 6.200 1110 16'-0 21.41 5.6 14.617 Sprinkler, 42'-0 Pe -0.434 133 17'-0 20.384 P0(5.-0),fd(37'-0) 42'-0 Pv ,©M.E.P.CAD In AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:34:10PM Page 7 in Hydraulic Analysis 1 Job Number: 122693-001 -BMW Report Description:Ordinary Group I(L1-WET-1) ' Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length BL 1.6820 21.41 3.09 120 0.014809 12.-0 Pf 0.178 133 17'-0 -_-- 20.384 Pe 132 17'-0 20.561 12'-0 Pv BL 1.6820 42.91 6.20 120 0.053603 0'-7 Pf 0.562 132 17.-0 21.50 20.561 Flow(q)from Route 13 9'-11 Pe 131 17'-0 21.123 pO(9'-11) 10.-6 Pv ob Route 11 DY 1 0490 21.44 7.96 120 0.148004 0'-0 Pf 6.216 1102 16'-0 21.44 5.6 14.659 Sprinkler, 42.-0 Pe -0.434 122 17'-0 20.442 P0(5'-0),fd(37'-0) 42.-0 Pv op Route 12 DY 1 0490 21.47 7.97 120 0.1484.14 _ 0'-0 Pf 6.233 1112 16.-0 21.47 5.6 14.703 Sprinkler, 42'-0 Pe -0.434 136 17.-0 20.503 P0(5-0),fd(37'-0) 42'-0 Pv Route 13 DY _ 1.0490 21.50 7.98 120 0.148806 0'-0 Pf 6.250 1109 16.-0 21.50 5.6 14.745 Sprinkler, 42.-0 Pe -0.434 132 17'-0 20.561 P0(5'-0),fd(37'-0) 42.-0 Pv ob Route 14 DY _ 1 0490 21.66 8.04 120 _.... 0.150871 0'-0Pf 6.337 1101 16'-0 21.66 5.6 14.966 Sprinkler, 42'-0 Pe -0.434 121 17'-0 20.869 P0(5.-0),fd(37'-0) 42'-0 Pv ab Route 15 CM 4 2600 143.53 3.23 120 0.005417 3'-2'%1 Pf 0.132 115 15'-1 69.04+74.49 63.107 Flow(q)from Route 16 and 17 21.-1 Pe 116 15'-1 63.239 fT(21-1) 24.-3'% Pv w Route 16 CM _ 4 2600 218.06 4.91 120 0.011743 14.-1% Pf 0.166 112 15'-1 74.76 38.333 Flow(q)from Route 1 Pe 111 15'-1 38.499 14'-1% Pv CM 4.2600 143.53 3.23 120 0.005417 _ 11.-6 Pf 0.062 111 15'-1 _-- 38.499 Pe 110 15'-1 38.561 11'-6 Pv CM 4.2600 69.04 1.55 120 0.001399 _ 7'-10 Pf 0.011 110 15'-1 38.561 Pe 109 15.-1 38.572 7'-10 Pv BL 1.6820 69.04 9.97 120 0.129190 155'-8 Pf 24.522 109 15.-1 - 38.572 P0(9.-11) 34'-2 Pe 114, 15.-1 63.094 4E(3'-7),P0(9.-11) 189'-10 Pv CM 4.2600 69.04 1.55 120 0.001399 9'-6 Pf 0.013 114 -15'-1 63.094 Pe 115 15'-1 63.107 9'-6 Pv fi Route 17 BL 1 6820 74.49 10.76 120 0.148678 145'-3% Pf 24.546 110 15.-1 - 38.561 P0(9.-11) 19'-9% Pe 115 15.-1 63.107 PO(9.-11) 165'-1 Pv Q Route 18 BL 1 6820 _ 74.53 10.76 120 0.148817_ 145'-3% Pf 24.569 111 15'-1 38.499 PO(9'-11) 19'-9% Pe 117 15'-1 63.068 pO(9•-11) 165.-1 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) \ C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 ©M.E.P.CAD 48 AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:34:10PM Page 8 Hydraulic Analysis Job Number:122693-001-BMW Report Description:Ordinary Group I(Ll-WET-1) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain BalV Ball Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple DelV Deluge Valve SN SwingNipple Pt Total pressure at a point in a pipe pP DPV Dry Pipe Valve SP Sprig Pn Normal pressure at a point in a pipe E 90°Elbow ST Stand Pipe Pf Pressure loss due to friction between points EE 45°Elbow UG Underground Pe Pressure due to elevation difference between indicated Eel 111/4°Elbow points Ee2 22Yz Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap fin,©M.E.P.CAD "��AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:34:10PM Page 9 tr f Job Number; 122693-001 -BMW +-R Hydraulic Overview i s_ Report Description:Light Hazard(L1-WET-2) Job gesaner 122693-001 GERALD EBELING Job Name: Phone FAX BMW OF TIGARD 972-213-3210 Address l -.-._ Salo Ca,ificalioNeicenea Number9875 SOUTHWEST CASCADE AVE Address nxJ TIGARD,OR 97223 Address a Job slla;evaalnp System14111111 gargle Are,el pplielmn 0.10 gpm/ft' 1500 ft2(Actual 1144 ft') Most Demanding Sprinkler Data Hose Streams 5.6 K-Factor 22.50 at 16.143 100.00 Coverage Per spdwew Humber Of Springers Calculated Number CM Now®calo,mee 225 ft' 8 0 System Pmsun Demand Salem Flow Demand 53.362 183.94 Total Demand Pressure Result 283.94 @ 53.362 l +42.329(44.2%) Supplies Check Point Gauges Node Name Flow(oom) Hose Flow(oomt Staticlosil Residual(psi) Identifier Pressure(psi). K-Factor(Kt Flow(opml 1 Water Supply 5561.00 100.00 96.000 20.000 Base of Riser(5) 47.999 26.55 183.94 BMW-Tigard-1-V8.cad Supply at Node 1 (5561.00,250.00,96.000,20.000) 0 0 0 0 0 00 o_.— _� 0 100 Static PressureI 96.000 • N I I I. I I I: M_ coo °x 90 I I I ° I a ��o� =1 I a_ 0 283.94 95.690 0 . . 1■ I I_ I I II -I—Irk. • 14! :7 0 8 80 . . i■ 1 1 1 1 'I 1 1' � 'e o 70 1J I 1 1 1;- ..': -.°1.,•1__ . 0 \ I`,;�E re 1�e I i -9 -I— Q. 283.94 with hose streams o . . O 1 e I o 5 1 i ® ° 0i 50 183.94 53.3 IIIA I .=..-^.. 0 0 0 062 0 0 ° o o 0 0 30'System demand curve 20 5561.00 @ 20.000 10 0 41111111111111111111111111111111111111111 111111111 111111111 111111111 11111 11 g1&9a5a600 3250 3900 4550 5200 5650 6500 IIIIIIII Water flow,gpm A[j,©M.E.P.CAD In AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:34:41PM Pagel Job Number 12263-00 -BMW Hydraulic Summary Report Description Light Hazard(L1-WETT---2) Job Jot)Number Design¢. 122693-001 GERALD EBELING dob Name - State celunranprvuceme Number BMW OF TIGARD Adtlresat AMJ 9875 SOUTHWEST CASCADE AVE Addressz JM siterswamg TIGARD,OR 97223 Andress 3 Drawing Name BMW-Tigard-1-VB.cad `it Remote Area(s) Most DemaKmp Sprinkler Data Occupenry Joe SURx 5.6 K-Factor 22.50 at 16.143 ! Light Hazard BMW Hose Allowance Al Source Density Area ofApPNralon 100.00 0.10 gpm/ft' 1500 ft'(Actual 1144 ft') Additional Hone Supplies - Number Of Spnnaers Calculated Number Or Nozzles Calculated Coverage Per SpriNder Node Flow(opm) 8 0 225 ft' Motel Hose Streams 100-00 Syslorn Flow Camaro Tidal water Repuirec llnuualna Hcae Allowanw) 183.94 - 283.94 Maximum Pressure Unbalance In Loops 0.000 Maximum VeMily Above Ground 13.29 between nodes 113 and 108 Maximum Veaoly Under Ground 1.91 between nodes 3 and 4 Volume capacity of Wet Pipes Volume capacity Of Dry Pipes 1382.90 gal 3.79 gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 100.00 96.000 20.000 5561.00 95.690 283.94 53.362 42.329 Contractor Contractor Nuncer Contact Name Wntaa nne MCK Rene Gordon Designer Name of Contracts: PM1one - -- -- _ Eaeneion McKinstry (509)435-1008 Address l FAX 5005 3rd Avenue South Address 2 E-mail Seattle,WA 98134 reneg@mckinstry.com Address a Web-Sae ,�{ ©M.E.P.CAD 141 AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:34:46PM Page 2 Y p Hydraulic Graph Job Number:122693-001 -BMW Report Description:Light Hazard(L1-WET-21 1: Supply at Node 1 100 _ I I I Static Pressure 96.000 AI I 283.94 @ 95.690 90 80 70 60 283.94 with hose streams a_ 3.I I I 183.94 @ 53.362 50 a` 40 30. System demand curve -- 20 5561.00 @ 20.000 10 _o 0 -III2 1 w u u111 n u 1 1 1 uu)1 ) 1111 1 1 1 1 1 1 1 1 1 1 1 1 1 ) 1 1 1 ) 1 ) I 1 11 1 1 ) 1 1 1 1 1 ) 1 i 1 1 1 i 1 11 1 1 1 1 i %50 1300 1950 2600 3250 3900 4550 5200 5850 6500 Water flow,gpm Hydraulic Graph Supply at Node 1 Static Pressure 96.000 RmNral'.Pressure Malabar Flowe 20 PSI 20.000 @ 5561.00 0.00 Available Pressure at System Demand 95.690 @ 283.94 Repuirtl Pmsure et System Camara 53.362 @ 183.94 Heau ad Pressure al Sparse Cart IIrGULry HmeAllmynm MSevu) 53.362 @ 283.94 ©M.E.P.CAD AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:34:49PM Page 3 s_iig Summary Of Outflowing Devices 1 Job Number:122693-001 -BMW Report Description:Light Hazard(L1-WET-2) Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) Sprinkler 1201 22.67 22.50 . 5.6 16.381 1=> Sprinkler 1202 1 22.50 22.50 I 5.6 16.143 Sprinkler 1203 22.60 22.50 5.6 16.282 Sprinkler 1204 22.78 22.50 5.6 16.547 Sprinkler 1205 23.09 22.50 5.6 17.004 Sprinkler 1206 23.13 22.50 5.6 17.055 Sprinkler 1207 23.36 22.50 5.6 17.408 Sprinkler 1208 23.82 22.50 5.6 18.090 C> Most Demanding Sprinkler Data )j,©M.E.P.CAD in AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:34:52PM Page 4 k 11111 Node Analysis I Job Number.122693-001 -BMW Report Description:Light Hazard(L1-WET-2) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 '. -0'-6 S 53.362 183.94 1 1201 _ 12'-0 '. Spr(-16.381),fd(37'-0) 16.381 22.67 1202 12'-0 Spr(-16.143),fd(37'-0) 16.143 22.50 1203 _- 12'-0 , Spr(-16.282),fd(37'-0) 16.282 22.60 1 1204 12'-0 ', Spr(-16.547),fd137'-0) 16.547 22.78 1205 12'-2% Spr(-17.004),fd(37'-0) 17.004 23.09 1206 12'-0 Spr(-17.055),fd(37'-0) 17.055 23.13 1207 12.-2% Spr(-17.408),fd(37'-0) 17.408 23.36 1208 12.-2% '. Spr(-18.090),fd(37'-0) 18.090 23.82 2 -4'-6 T(98'-3%) 55.059 _ 3 -4'-6 T(47'-3%) _ 55.056 4 -4'-6 50.624 _ 5 1'-6 2Base of Riser 47.999 28 -4'-6 Lt14'-2) 55.094 101 15'-1 P0(5'-0) 21.929 ', 102 15'-1 PO(5'-0) __ 21.914 1 1 _. 103 15-1 '. P0(5'-0) 22.109 104 15'-1 PO(5'-0) j 22.159 105 15'-1 '. P0(5'-0) 22.874 106 15'-1 P0(9'-11) 22.865 ---- 107 15'-1 P0(5'-0) 24.404 '... 108 _ _ 15'-1 P0(5'-0) 24.381 _ 109 15'-1 P0(9'-11) 27.568 110 15'-1 P0(9'-11) 27.563 111 ------- 15'-1 P0(9.-11) 27.537 112 15'-1 T(9' 11) 27.528 --- 113 _ 15'-1 P0(9'-11) 27.523 114 15'-1 P0(9'-11) I 37.959 115 _ 15'-1 P0(9'-11) 1 1 37.964 116 15'-1 fT(21'-1) 38.020 117 15'-1 P0(9'-11) 37.948 2158 15'-1 P0(9'-11) 37.938 2167 1'-11'% P0(26'-4) 47.771 - 2168 _- - 14'-4% fE(8'-11'%) 40.708 kii,©M.E.P.CAD (fin AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:34:55PM Page 5 I1 Hydraulic Analysis ` Job Number:122693-001-BMW Report Description:Light Hazard(L1-WET-2) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length 011 Route 1 AO _____ 1.0490 22.50 8.35 _ 120 0.161813 1'-11% Pf 7.112 1202 12'-0 22.50 5.6 16.143 Sprinkler, 42'-0 Pe -1.341 102 15'-1 21.914 P0(5'-0),fd(3T-0) 43'-11% Pv BL 1.6820 22.50 3.25 120 0.016234 12'-0 Pf 0.195 102 15'-1 21.914 Pe 103 15'-1 22.109 12'-0 Pv BL 1.6820 45.10 6.51 120 0.058754 12'-10% Pf 0.756 103 15'-1 22.60 22.109 Flow(q)from Route 2 Pe 106 15'-1 22.865 12'-10% Pv BL 1.6820 68.22 9.85 120 _ 0.126373 12'-0 Pf 1.516 106 15'-1 23.13 22.865 Flow(q)from Route 6 Pe 108 15'-1 24.381 12'-0 Pv BL 1.6820 92.04 13.29 120 0.219912 4'-4% P• f 3.142 108 15'-1 23.82 24.381 Flow(q)from Route 8 9'-11 Pe 113 15'-1 27.523 P0(9'-11) 14'-3%Pv CM 4.2600 92.04 2.07 120 0.002381 1'-11 Pf 0.005 113 15'-1 27.523 Pe 112 15'-1 27.528 1'-11 Pv BL 1.6820 46.85 6.77 120 0.063058 145'-3% Pf 10.411 112 15'-1 27.528 T(9'-11) 19'-9% Pe 2158 15'-1 37.938 PO(9'-11) 165'-1 Pv CM 4.2600 46.85 1.05 120 0.000683 1 14'-1% Pf 0.010 2158 15'-1 37.938 Pe 117 15'-1 37.948 14'-1% Pv CM 4.2600 93.71 2.11 120 0.002462 8'-3'% Pf 0.072 117 15.-1 46.85 37.948 Flow(q)from Route 10 21'-1 Pe 116 15'-1 38.020 fT(21'-1) 29'-41Pv CM 4.2600 183.94 4.14 120 0.008572 59'-3'%'Pf 2.372 116 15'-1 90.24 38.020 Flow(q)from Route 3 167'-6 Pe 0.316 2168 14'-4% 40.708 9fE(8'-11%),CV(28'-11%),BV(1 226.-9Y: Pv 5'-9'%),fE(9'-0),P0(26.-4),Tr(6'- 9%),SFx(-0.428) CM 4.2600 183.94 4.14 120 0.008572 98'-6 Pf 1.684 2168 14'-4% 40.708 97'-11% P• e 5.378 2167 1'-11% 47.771 3fE(8'-11%),CV(28'-11%),BV(1 196'-5% Pv 5'-9%),P0(26'-4) CM 6.3570 183.94 1.86 120 0.001220 1'-4 Pf 0.029 2167 1-11% 47.771 22'-7 Pe 0.199 5 1'6 47.999 Tr(10'-0),fE(12'-7),2Base of 23'-11 Pv Riser UG 6.3570 183.94 1.86 150 0.000808 _ 12'-0 Pf 0.024 5 1'6 47.999 17'-1 Pe 2.601 4 -4'-6 50.624 LtE(17'-1) 29'-1 Pv UG 6.2800 183.94 1.91 140 0.000974 283'-414 P• f 4.432 4 -4'-6 50.624 171'-9% Pe 3 -4'-6 55.056 2LtE(14'-2),4EE(11'-014),BFP(-3 455'-2 Pv .989),GV(4'-816),2T(47'-3%) UG 12.4600 183.94 0.48 140 0.000035 7-6% Pf 0.004 3 -4'-6 _-- 55.056 ------ 98'-314 P• e 2 -4'-6 55.059 T(98'-314) 105'-10 Pv UG 6.2800 183.94 1.91 140 0.000974 _ 16'-9% Pf 0.035 2 -4'-6 55.059 18'-11 Pe 28 -4'-6 55.094 GV(4'-8%),LtE(14'-2) 35'-8% Pv MS 6.0650 183.94 2.04 120 0.001534 1'-0 Pf 0.002 28 -4'-6 55.094 Pe -1.734 1 -0'-6 53.362 S 1'-0 Pv 100.00 Hose Allowance At Source 1 283.94 v+ Route 2 AO 1.0490 22.60 8.39 120 0.163096 1'-11Y: Pf 7.169 1203 12'-0 22.60 5.6 16.282 Sprinkler, 42'-0 Pe -1.341 103 15'-1 22.109 P0(5.-0),fd(37'-0) 43'-11% P• v Route 3 DY 1.0490 22.67 8.41 120 0.164018 0'-0 Pf 6.889 1201 12'-0 22.67 5.6 16.381 Sprinkler, 42'-0 Pe -1.341 101 15'-1 21.929 P0(5'-0),fd(37'-0) 42'-0 Pv A,©M.E.P.CAD in AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:34:59PM Page 6 Job Number 122693-001- W ill Hydraulic Analysis ` Report Description: k ption:Light Hazard(L1-WET 2) ' Pipe Type Diameter Flow _ Velocity HWC Friction Loss Length '.pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length '.Summary Upstream Total Length BL 1.6820 22.67 3.27 120 0.016455 14'-0 Pf 0.230 101 15'-1 21.929 Pe 104 15'-1 22.159 ! 14'-0 Pv BL 1.6820 45.44 6.56 120 0.059597 12'-0 Pf 0.715 104 15'-1 22.78 22.159 Flow(q)from Route 4 Pe 105 15'-1 22.874 12'-0 Pv BL 1.6820 68.54 9.90 120 0.127449 12'-0 Pf 1.529 105 15'-1 23.09 22.874 Flow(q)from Route 5 Pe 107 15'-1 24.404 12'-0 Pv BL 1.6820 91.90 13.27 120 0.219293 4'-4% Pf 3.133 107 15'-1 23.36 24.404 Flow(q)from Route 7 9'-11 Pe 111 15'-1 27.537 P0(9'-11) 14'-3% Pv CM 4.2600 90.24 2.03 120 0.002295 11-6 Pf 0.026 111 15'-1 27.537 - - Pe 110 15'-1 27.563 11'-6 Pv CM 4.2600 43.41 0.98 120 0.000593 7'-10 Pf 0.005 110 15'-1 27.563 Pe 109 15'-1 27.568 7'-10 Pv BL 1.6820 43.41 6.27 120 _0.054744 _ 155'-8 Pf 10.391 109 15'-1 27.568 P0(9'-11) 34'-2 Pe 114 15'-1 37.959 4E(3'-7),P0(9'-11) 189'-10 Pv CM 4.2600 43.41 0.98 120 0.000593 9'-6 Pf 0.006 114 15'-1 37.959 Pe 115 15'-1 37.964 9'-6 Pv CM 4.2600 90.24 2.03 120 0.002295 3'-21/2 Pf 0.056 115 15'-1 46.83 37.964 Flow(q)from Route 9 21'-1 Pe 116 15'-1 38.020 1T(4P-1) 24'-31"; Pv Route 4 DY _ 1.0490 22.78 8.46 120 0.165553 0'-0 Pf 6.953 1204 12'-0 22.78 5.6 16.547 Sprinkler, 42'-0 Pe -1.341 104 15'-1 22.159 P0(5.-0),fd(37'-0) 42'-0 Pv Route 5 DY 1.0490 23.09 8.57 120 0.169775 0'-0 Pf 7.131 1205 12'-21/ 23.09 5.6 17.004 Sprinkler, 42'-0 Pe -1.260 105 15'-1 22.874 P0(5'-0),fd(37'-0) 42'-0 Pv c r Route 6 DY _ 1 0490 23.13 8.59 120 0.170252 0'-0 Pf 7.151 1206 12'-0 23.13 5.6 17.055 Sprinkler, 42'-0 Pe -1.341 106 15'-1 22.865 P0(5'-0),fd(37'-0) 42'-0 Pv ✓ Route 7 AO 1.0490 23.36 8.67 _ 120 _0.173503 5'-7 Pf 8.256 1207 12'-2'14 23.36 5.6 17.408 Sprinkler, 42'-0 Pe -1.260 107 15'-1 24.404 PO(5'-0),fd(37'-0) 47'-7 Pv w Route 8 DY 1.0490 23.82 8.84 120 0.179786 0'-0 Pf 7.551 1208 12'-2'14 23.82 5.6 18.090 Sprinkler, 42'-0 Pe -1.260 108 15'-1 24.381 PO(5'-0),fd(37'-0) 42'-0 Pv ▪ Route 9 BL 1.6820 46.83 6.76 120 0.063002 145.-3'% Pf 10.401 110 15'-1 --_-- 27.563 PO(9'-11) 19'-914 Pe 115 15'-1 37.964 P0(9•-11) 165'-1 Pv os Route 10 CM 4 2600 45.19 1.02 120 0.000639 14'-114 Pf 0.009 112 15'-1 46.85 27.528 Flow(q)from Route 1 Pa 111 15'-1 27.537 14'-11/2 Pv BL 1.6820 46.85 6.77 120 _ 0.063062 145'-314 Pf 10,411 111 15'-1 27.537 P0(9'-11) 19'-914 Pe 117 15'-1 37.948 P0(9'-11) 165'-1 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) ` C Value Multiplier i Actual Inside Diameter °87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor - 0.713 1.16 1.33 1.51 ,,©M.E.P.CAD Ili AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:34:59PM Page 7 Hydraulic Analysis Job Number: 122693-001 -BMW Report Description:Light Hazard(L1-WET-2) Pipe Type Diameter -_ Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length r r Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain BalV Ball Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DelV Deluge Valve SN Swing Nipple DPV Dry Pipe Valve SP Sprig Pn Normal pressure at a point in a pipe E 90°Elbow ST Stand Pipe Pf Pressure loss due to friction between points EE 45°Elbow UG Underground Pe Pressure due to elevation difference between indicated Eel 11%Elbow points Ee2 22'/s Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow fig Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap i gym,©M.E.P.CAD AutoSPRINK 2023 v18.1.17.0 6/24/2023 1:34:59PM Page 8 1 ® s •} i _� Hydraulic Overview 1 Job Number: 122693-001 -BMW r7 Report Description:Ordinary Group I(L2-DRY-1) Job Job Number Cesioror 122693-001 GERALD EBELING Job Name: _- _.- Phone FA% BMW OF TIGARD 972-213-3210 Address 1 Slate CM1IIfiG40NLiGntl Number 9875 SOUTHWEST CASCADE AVE Address —... -. -- AHJ TIGARD,OR 97223 Address --- Joesu./eniiding System Oen¢ily Area of Application 0.15 gpm/f 2535 ft'(Actual 2587 ft') Most Demanding SpnnW°,Data Dote Streams 11.2 K-Factor 39.00 at 12.125 250.00 Coverage Per Welder Numbs Of Sprinklers Cal,uWed of ..Note canal., 256 ft' 14 0 Syaan Pr...Demaa System F'w Denied 66.444 : 578.68 Total Demand Pressure Result 828.68 @ 66.444 +27.311 (29.1%) Supplies Check Point Gauges Node Name Flow(goml Hose Flowloom) Static(osil Residual(os0 Identifier Pressure(osi) K-Factor(K) Flowleom) 1 Water Supply 5561.00 250.00 96.000 20.000 Base of Riser(5) 58.397 75.73 578.68 BMW-Tigard-2-V2.cad Supply at Node 1 (5561.00,250.00,96.000,20.000) 00 190 II --- Static Pressure 96.000 • = 90 i 828.� r 93.755 ■--- I 80 F r 70 ;28.68 with hose streams -- 1 _ I I. „ .t L .7) 60 578.68 n 66.444 - ,.--- i- 50 MENNE • a -- 1 WI 2D 111■■■■dal RIME5561.00©20.0000.1 10 t , 0 i AMn� 6g30P94600 3250 3900 4550 5200 5850 6500 Water flow,gpm IM,©M.E.P.CAD 41 AutoSPRINK 2023 v18.1.17.0 6/24/2023 2:43:37PM Page 1 Ill Hydraulic Summary ` Job Number: 122693-001 -BMW Report Description:Ordinary Group I(L2-DRY-1) Job Job Number Designer 122693-001 I GERALD EBELING Job Name: State Certification/manse Number BMW OF TIGARD Add,..,t ANJ 9875 SOUTHWEST CASCADE AVE Address Job Sitereriding TIGARD,OR 97223 Aeneas ' nravn,g Nme. B M W-Tigard-2-V2.cad System I Remote Area(s) Noel Demanding Sprinter Data Oucupe,cy Job SuXl.r 11.2 K-Factor 39.00 at 12.125 Ordinary Group I BMW Hose Allowance At Source Density Ana o&Apptlmation 250.00 0.15 gpm/ft' I 2535 ft'(Actual 2587 ft') Additional Hop Supplies Number Of Sprinkler Calculated Number Of Npulen Calculated Coverage Per Sprinkler Node Flow(gom) 14 0 256 ft' Total Hop Streams 250.00 System Flow Demand Total Water Required(Including Hose Allowance) 578.68 828.68 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 16.62 between nodes 817 and 1245 Maximum Velocity Hader Ground 5.99 between nodes 3 and 4 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 1431.37 gal 1874.85 gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) _J (psi) @° (gpm) (psi) (gpm) (psi) (psi) 1 Water Supply 250-00 96.000 20.000 5561.00 93.755 828.68 66.444 27.311 Contractor Cnntpccr Nu-to- Conrad Name Contact TLe MCK 'I Rene Gordon Designer Nvmv pt Cpntrackr: '. Phone Extension McKinstry ', (509)435-1008 li Address, '. FAX 5005 3rd Avenue South Address 2 E man Seattle,WA 98134 ', reneg@mckinstry.com ku.©M.E.P.CAD AutoSPRINK 2023 v18.1.17.0 6/24/2023 2:43:42PM Page 2 �•le INN Hydraulic Graph Job Number:122693-001-BMW Report Description:Ordinary Group I(L2-DRY-1 Supply at Node 1 100 _ I I I I Static Pressure 96.000 828.68 93.755 90 80 70 828.68 with hose streams 578.68 66.444 60 H 50 co System demand curve 40 30 20 5561.00 20.000 10 0 VIApI U I u l u u u 1 1 l l 1 1 u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 I 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I %50 1300 1950 2600 3250 3900 4550 5200 5850 6500 Water flow,gpm Hydraulic Graph Supply at Node 1 Slats Pressure 96.000 Reverse Pmaeure Avallble Flow a 20 PSI'. —— 20.000 @ 5561.00 0.00 Available Pressure el System NORM] 93.755 @ 828.68 Required Prawn el System Demand 66.444 @ 578.68 ReeulM Romer re SyeM,MRme Ilnyualne Hose nncwance at Swivel 66.444 @ 828.68 bLh,®M.E.P.CAD 411 AutoSPRINK 2023 v18.1.17.0 6/24/2023 2:43:45PM Page 3 IISummary Of Outflowing Devices Job Number 122693-001-BMW • Report Description:Ordinary Group I(L2-DRY-1) Actual Flow Minimum Flow K-Factor Pressure Device (Vpm) (9pm) (K) (psi) Sprinkler 1245 44.76 39.00 11.2 _ 15.971 Sprinkler 1267 44.76 39.00 11.2 15.971 -- ---- Sprinkler 2098 43.10 39.00 11.2 14.809 ', - Sprinkler 2105 42.02 39.00 11.2 14.076 Sprinkler 2107 40.92 39.00 11.2 13.351 Sprinkler 2108 40.05 39.00 11.2 12.789 Sprinkler _ 2109 _ 39.49 39.00 1 11.2 12.431 Sprinkler 2110 39.01 39.00 i 11.2 12.130 _ Sprinkler 2133 43.10 _ 39.00 11.2 14.808 Sprinkler 2135 42.02 39.00 11.2 14.074 Sprinkler 2137 40.92 i 39.00 11.2 , 13.348 Sprinkler 2138 40.05 i 39.00 11.2 'I 12.786 Sprinkler 2139 39.48 39.00 11.2 I 12.427 -F. c> Sprinkler 2140 39.00 39.00 11.2 12.125 b Most Demanding Sprinkler Data ,,©M.E.P.CAD 4'l9 AutoSPRINK 2023 v18.1.17.0 6/24/2023 2:43:48PM Page 4 ill'Node Analysis 4.Job Number:122693-001-BMW Report Description:Ordinary Group I(L2-DRY-1) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -0'-6 S 66.444 578.68 1245 31.-0 Spr(-15.971) 15.971 44.76 1267 - 31.-0 Spr(-15.971) 15.971 44.76 2098 _ 32'-1Yz Spr(-14.809) j 14.809 43.10 ' 2105 33'-0 Spr(-14.076) 14.076 42.02 2107 34.-1 Spr(-13.351) 13.351 1 40.92 2108 35'-2'% Spr(-12.789) 12.789 40.05 2109 36.-1 Sp( 12.431) 12.431 39.49 2110 36'-11'% Spr(-12.130) 1 12.1-30 39.01 2133 32'-1% Spr(-14.808) _ 14.808 43.10 2135 33.-0 Spr(-14.074) 14.074 42.02 2137 34.-1 Spr(-13.348) 13.348 40.92 _--- 2138 35 2% Spr(-12.786) 12.786 40.05 -- - 2139 36.-1 Spr(-12.427) 12.427 39.48 _ 2140 36.-11% Spr(-12.125) - 12.125 39.00 --_ 2 -4-6 T(98'-3%) 67.876 3 -4.-6 T(47.-3%) 67.845 . 4 -4'-6 ' 61.197 5 1'-6 Base of Riser 58.397 28 -4-6 LtE(14'-2) 68.165 674 27'-6 T(26'-4),cplg(8'-3) _ 57.955 - 817 32'-2 PO(3'-7) 19.295 856 32 1% PO(5'-3%) 21.595 904 32'-2 P0(3'-7) 19.295 1063 24'-8 fE(6'-4%) '.. 42.521 1359 33'-3'% PO(3'-7) 17.874 '. 1363 34'-2 P0(3.-7) 16.977 1367 35'-3 P0(3.-7) 16.089 - -_ -- --- - -- _- 1369 36-4% P0(3'-7) 15.402 1371 37'-3 P0(3.-7 14.962 1373 38.-1% ', P0(3.-7) 14.593 1447 33'-3 P0(5'-3'%) 20.019 1448 34.-1'% P0(5.-3%) ', 19.023 1449 35.-2% P0(5.-3%z) I 18.038 --- - 1450 36'-4 P0(5'-3%) 17.274 _ 1453 37-2%, P0(5'-3'G) ', 16.786 1454 38.-1 P0(5.-3'%) ' 16.376 1561 33'-3% P0(3'-7) 17.872 1565 34.-2 P0(3.-7) 16.974 _- 1569 35'3 P0(3'-7) 16 086 1573 36.-4% P0(3.-7) 15.397 1575 37'-3 P0(3.-7) 14.957 1577 38.-1% P0(3.-7) 14.587 2167 1'-11% P0(26.-4) 57.955 k,©M.E.P.CAD a AutoSPRINK 2023 v18.1.17.0 6/24/2023 2:43:51PM Pages (ig Hydraulic Analysis I Job Number:122693-001-BMW Report Description:Ordinary Group I(L2-DRY-1) Pipe Type Diameter Flow _Velocity HWC _ Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Route 1 DR 1.0490 39.00 14.48 100 0.627237 1'-2 Pf 2.968 2140 36.-11%z 39.00 11.2 12.125 Sprinkler, 3'-7 Pe -0.506 1577 38.-1% 14.587 PO(3.-7) 4'-9 Pv BL 1.4420 39.00 7.66 100 0.133182 8'-0% Pf 1.775 1577 38.-1% 14.587 5'-3% Pe 0.014 1454 38.-1 16.376 P0(5.-3%) 13'-4 Pv CM 4.2600 78.01 1.76 100 0.002457 12'-0 Pf 0.029 1454 38.-1 39.01 16.376 Flow(q)from Route 2 Pe 0.380 1453 37'-2% 16.786 12'-0 Pv CM 4.2600 156.98 3.53 100 0.008958 12'-0 Pf 0.107 1453 37'-2% 39.48+39.49 16.786 Flow(q)from Route 3 and 4 Pe 0.380 1450 36'-4 17.274 12'-0 Pv CM 4.2600 237.08 5.34 100 0.019207 15'-0 Pf 0.288 1450 36.-4 40.05+40.05 17.274 Flow(q)from Route 5 and 6 Pe 0.476 1449 35'-2% 16.038 15'-0 Pv CM 4.2600 318.92 7.18 100 0.033245 15.-2 Pf 0.504 1449 35.-2% 40.92+40.92 18.038 Flow(q)from Route 7 and 8 Pe 0.481 1448 34.-1% 19.023 15.-2 Pv CM 4.2600 402.96 9.07 100 0.051244 12.-0 Pf 0.615 1448 34.-1% 42.02+42.02 19.023 Flow(q)from Route 9 and 10 Pe 0.380 1447 33'-3 20.019 12.-0 Pv CM 4.2600 489.16 11.01 100 0.073349 15.-0 Pf 1.100 1447 33'-3 43.10+43.10 20.019 Flow(q)from Route 11 and 12 Pe 0.476 856 32.-1% 21.595 15.-0 Pv CM 4.2600 578.68 13.03 100 0.100097 116.-6% Pf 17.681 856 32'-1% 44.76+44.76 21.595 Flow(q)from Route 13 and 14 60'-1%s Pe 3.245 1063 24'-8 42.521 6fE(6'-4%),Tr(6'-9%),tT(15'-0% 176'-7% Pv FM 6.3570 578.68 5.85 100 0.014250 258'-3% Pf 5.594 1063 24'-8 42.521 146'-2% Pa 9.841 2167 1'-11% 57.955 3E(12.-6%),T(26.-10%),EE(6'-3 404.-6 Pv %),fE(8'-11%),DPV(19'-8%), BV(8'-11%),P0(37'-8%) CM 6.3570 578.68 5.85 120 0.010170 1'-4 Pf 0.243 2167 1'-11% 57.955 22'-7 Pe 0.199 5 1'-6 58.397 Tr(10'-0),fE(12'-7),Base of 23'-11 Pv Riser UG 6.3570 578.68 5.85 150 0.006730 12.-0 Pf 0.198 5 1'-6 58.397 17.-1 Pe 2.601 4 -4'-6 61.197 LtE(17'-1) 29.-1 Pv UG 6.2800 578.68 5.99 140 0.008114 283.-4%z Pf 6.648 4 -4'-6 61.197 171.-9% Pe 3 -4'-6 67.845 2LtE(14'-2),4EE(11'-0%),BFP(-2 455'-2 Pv .955),GV(4'-8%),2T(47'-3%) UG 12.4600 578.68 1.52 140 0.000288 7'-6% Pf 0.031 3 -4.-6 67.845 98.-3%z Pa 2 -4'-6 67.876 T(98'-3+%) 105'-10 Pv UG 6.2800 576.68 5.99 140 0.008114 16'-9% Pf 0.290 2 -4'-6 67.876 18'-11 Pe 28 -4.-6 68.165 GV(4'-8%),LtE(14'-2) 35.-8% Pv MS 6.0650 578.68 6.43 120 0.012787 1'-0 Pf 0.013 28 -4'-6 68.165 Pe -1.734 1 -0.-6 66.444 S 1'-0 Pv 250.00 Hose Allowance At Source 1 828.68 GIP Route 2 DR 1.0490 39.01 14.48 100 0.627470 1'-2 Pf 2.969 2110 36'-11'% 39.01 11.2 12.130 Sprinkler, 3'-7 Pe -0.506 1373 38'-1% 14.593 PO(3.-7) 4'-9 Pv BL 1.4420 39.01 7.66 100 0.133232 7'-11%z Pf 1.769 1373 38'1'% 14.593 5'-3% Pe 0.014 1454 38.-1 16.376 P0(5.-3%) 13.-3% Pv WA Route 3 DR 1.0490 39.48 14.66 100 0.641649 1'-2 Pf 3.036 2139 36'-1 39.48 11.2 12.427 Sprinkler, 3'-7 Pe -0.506 1575 37'-3 14.957 P0(3'-7) 4'-9 Pv An,©M.E.P.CAD cli AutoSPRINK 2023 v18.1.17.0 6/24/2023 2:43:55PM Page 6 iiii Hydraulic Analysis ` Job Number:122693-001-BMW Report Description:Ordinary Group I(L2-DRY-1) ' Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length BL 1.4420 39.48 7.76 100 0.136243 8'-014 Pf 1.815 1575 37'-3 14.957 5'-314 Pe 0.014 1453 37-2% 16.786 PO(5'-3%) 13'-4 Pv we Route 4 DR 1.0490 39.49 14.66 100 0.641853 1'-2 Pf 3.037 2109 36'-1 39.49 11.2 12.431 Sprinkler, 3'-7 Pe -0.506 1371 37'-3 14.962 P0(3'-7) 4'-9 Pv BL _ 1.4420 39.49 7.76 100 0.136286 8'-0 Pf 1.810 1371 37'-3 14.962 5'-314 Pe 0.014 1453 37'-21/ 16.786 P0(5'-3Yz) 13.-3Yz Pv gws Route 5 DR 1.0490 40.05 14.87 100 0.658775 1'-2 Pf 3.117 2138 35'-214 40.05 11.2 12.786 Sprinkler, 3'-7 Pe -0.506 1573 36'-4'% 15.397 PO(3.-7) 4'-9 Pv BL 1.4420 40.05 7.87 100 0.139879 8'-0 Pf 1.863 1573 36'-414 15.397 5'-31/2 Pe 0.014 1450 36'-4 17.274 PO(5.-3%) 13'-4 Pv v Route 6 DR 1.0490 40.05 14.87 _ 100 _ 0.658951 1'-2 Pf 3.118 2108 35'-2% 40.05 11.2 12.789 Sprinkler, 3'-7 Pe -0.506 1369 36'-4% 15.402 PO(3'-7) 4'-9 Pv BL 1.4420 40.05 7.87 100 _ 0.139916 _ 8'-0 Pf 1.858 1369 36'-4'% 15.402 5-314 Pe 0.014 1450 36'-4 17.274 P0(5'-3Yz) 13.-3% Pv as Route 7 DR 1.0490 40.92 15.19 100 0.685527 1'-2 Pf 3.244 2137 34'-1 40.92 11.2 13.348 Sprinkler, 3'-7 Pe -0.506 1569 35'-3 16.086 P0(3'-7) 4'-9 Pv BL 1.4420 _ 40.92 8.04 100 0.145559 8'-0 Pf 1.938 1569 35'-3 16.086 5'-314 Pe 0.014 1449 35'-2% 18.038 PO(5'-3%) 13'-4 Pv o Route 8 DR _ 1.0490 40.92 15.19 100 0.685660 1'-2 Pf 3.244 2107 34'-1 40.92 11.2 13.351 Sprinkler, 3'-7 Pe -0.506 1367 35'-3 16.089 P0(3'-7) 4'-9 Pv - BL 1.4420 40.92 8.04 100 0.145588 8'-0 Pf 1.934 1367 35'-3 16.089 5'-314 Pe 0.014 1449 35'-2% 18.038 P0(5'-3Yz) 13'-3% Pv o Route 9 DR 1.0490 42.02 15.60 100 0.719935 1'-2 Pf 3.406 2135 33'-0 42.02 11.2 14.074 Sprinkler, 3'-7 Pe -0.506 1565 34'-2 16.974 P0(3•-7) 4'-9 Pv BL 1.4420 42.02 8.25 100 0.152865 8'-0 Pt 2.034 1565 34'-2 16.974 5'-314 Pe 0.014 1448 34'-1 Y, 19.023 P0(5'-3%) 13.-3% Pv ow Route 18 DR 1.0490 42.02 15.60 100 0.720025 1'-2 Pf 3.407 2105 33.-0 42.02 11.2 14.076 Sprinkler, 3'-7 Pe -0.506 1363 34'-2 16.977 P0(3'-7) 4'-9 Pv BL 1.4420 42.02 8.25 100 0.152885 8'-0 Pf 2.032 1363 34'-2 16.977 5'-3% Pe 0.014 1448 34'-1% 19.023 P0(5'-314) 13'-3 4 Pv wa Route 11 DR 1.0490 43.10 16.00 100 0.754601 1'-2 Pf 3.571 2133 32'-1% 43.10 11.2 14.808 Sprinkler, 3'-7 Pe -0.506 1561 33'-3Yz 17.872 P0(3.-7) 4'-9 Pv BL 1.4420 43.10 8.47 100 0.160226 8'-0 Pf 2.132 1561 33'-3% 17.872 5'-3% Pe 0.014 1447 33'-3 20.019 PO(5'-3%) 13'-3% Pv wa Route 12 DR 1.0490 43.10 16.00 100 0.754654 1'-2 Pf 3.571 2098 32'-1% 43.10 11.2 14.809 Sprinkler, 3'-7 Pe -0.506 1359 33'-3Yz 17.874 P0(3.-7) 4'-9 Pv BL 1.4420 43.10 8.47 100 0.160237 8'-0 Pf 2.130 1359 33'-3% 17.874 5'-314 Pe 0.014 1447 33'-3 20.019 P0(5'-3%) 13'-3% Pv oft Route 13 &0 M.E.P.CAD in AutoSPR INK 2023 v18.1.17.0 6/24/2023 2:43:55PM Page 7 di Hydraulic Analysis 1 Job Number:122693-001-BMW Report Description:Ordinary Group I(L2-DRY-1) Pipe Type Diameter_ Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length DR 1.0490 44.76 16.62 100 0.809284 1'-2 Pf 3.829 1267 31'-0 44.76 11.2 15.971 Sprinkler, 3'-7 Pe -0.506 904 32'-2 19.295 P0(3'-7) 4'-9 Pv BL 1.4420 44.76 8.79 100 0.171837 8'-0 Pf 2.285 904 32'-2 19.295 5'-31/2 Pe 0.014 856 32'-1'// 21.595 P0(5.-3%) 13'-3'/ Pv Route 14 DR _ _1.0490 44.76 16.62 100 0.809287 1'-2 Pf 3.829 1245 31'-0 44.76 11.2 15.971 Sprinkler, 3'-7 Pe -0.506 817 32'-2 19.295 PO(3'-7) 4'-9 Pv BL 1.4420 44.76 8.79 100 0.171838 8'-0 Pf 2.285 817 32'-2 19.295 5'-3'% Pe 0.014 856 32'-1Y 21.595 P0(5'-3Y) 13'-31A Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) ` C Value Multiplier °-B7 Actual Inside Diameter Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1 51 -1 Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain BaIV Ball Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DelV Deluge Valve SN Swing Nipple DPV Dry Pipe Valve SP Sprig Pn Normal pressure at a point in a pipe E 90°Elbow ST Stand Pipe Pf Pressure loss due to friction between points EE 45°Elbow UG Underground Pe Pressure due to elevation difference between indicated Eel 11%.°Elbow Ee2 22'A Elbow points Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler • St Strainer T Tee Flow Turn 90° Tr Tee Run • U Union WirF Wirsbo l WMV Water Meter Valve Z Cap k©M.E.P.CAD MAutoSPRINK 2023 v18.1.17.0 6/24/2023 2:43:55PM Page 8 i Job Number: W 111 Hydraulic Overview Report Description:Ordinary Group I(L2-DRY-3)n ` Job Job Number L,e,o,r 122693-001 GERALD EBELING Job name Pane 'FAN BMW OF TIGARD 972-213-3210 Ada I Stele Cerffcaa0NLiense Number 9875 SOUTHWEST CASCADE AVE - Address 1 HI Sell TIGARD,OR 97223 Address 3 Jab SilelBuiMing System perch : Kea of Appl caber 0.15 gpm/ft' 1950 ft'(Actual 2146 ft') Most Demanding Sprinkler Data Hose Streams 11.2 K-Factor 39.00 at 12.125 250.00 Counrpe Per Sprinkler Number Of Sprinklers Calculated Number OtNoales Calculated 256 ft' 12 0 System Pressure Jomana SyIYm Flaw Dann 80.443 493.13 motet Demand Preasure Result 743.13 @ 80.443 +13.721 (14.6%) Supplies Check Point Gauges Node Name Flow(gpm) Hose Flow(opm) Stafic(psi) Residual(psil Identifier Pressure(psi). K-Factor(K1 Flow(gpm) 1 Water Supply 5561.00 250.00 96.000 20.000 Base of Riser(5) 73.644 57.46 493.13 BMW-Tigard-2-V2.cad Supply at Node 1 (5561.00,250.00,96.000,20.000) 100 _ 1 I I I I Static Pressure 96.000 — 90 = 743.13 9 94.164 743.13 with hose streams 80 I I XI 493.13 @ 80.443 • ~ G , 70 a, •l lI Q. m a 50=_System demand curve 4 2 40 III [ I f I IE IIIIIEIIirr 30 = 1 zo = 5561.00 @ 20.000 ry 10 . s. �' : 0 W11u11u IIIIIIIII III IIIIII IIIIIIIII IIIIUIII 111111111 IIIII III 130 9000 3250 3900 4550 5200 5850 6500 Water flow,gpm g6,,©M.E.P.CAD lga AutoSPRINK 2023 v18.1.17.0 6/24/2023 2:44:18PM Page 1 ii10 Hydraulic Summary Job Number:122693-001 -BMW Report Description:Ordinary Group I(L2-DRY-3) Job Jab NumOai Designer 122693-001 GERALD EBELING Job Name: State CerlificatoNNcenx Number BMW OF TIGARD Address I - AHJ 9875 SOUTHWEST CASCADE AVE Address 2 Job Sitelsuieing _-- TIGARD,OR 97223 Aodrass 3 Drawing Nam BMW-Tigard-2-V2.cad System Remote Area(s) Moc.Jcui.0 n:J S-.nkui Date Dorupanry Job bufllx 11.2 K-Factor 39.00 at 12.125 Ordinary Group I BMW • Hose Allowance Al Source Density Area of Applicatlm 250.00 0.15 gpm/ft' 1950 ft2(Actual 2146 ft') Ptleleenal Hoee Suppllea Number Of Spenders Calculated Number Of Nozzles Calculated Coverage Per Sprinkler Node Flow(opm) 12 0 256ft2 Total Hose Streams 250.00 --- e _--_ system Flow Demand Total Water Required(Including Hose Allowance) 493.13 743.13 Maximum Pressure uroelarra In Imps 0.000 Manimu m Velocity Above Ground 18.95 between nodes 497 and 347 Mauimum Vebcily Order Ground 5.11 between nodes 3 and 4 Volume capacity or war Pipes Volume wpeclry of Dry Pipes 1431.37 gal 1874.85 gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (opm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) 1 Water Supply 250.00 96.000 20.000 5561.00 94.164 743.13 80.443 13.721 Contractor corl2dur Number Curnact Name Contest roe MCK Rene Gordon Designer Nsmp or Com'oclor Peon Etuonalen McKinstry (509)435-1008 Address f FAY 5005 3rd Avenue South Address 3 E-maa Seattle,WA 98134 reneg@mckinstry.com Address 3 Web-Site M.E.P.CAD AutoSPRINK 2023 v18.1.17.0 6/24/2023 2.44;22PM Page 2 Hydraulic Graph 1 Job Number:122693-001-BMW Report Description:Ordinary Group I(L2-DRY-3 ` Supply at Node 1 100 _ I I 7 Static Pressure 96.000 743.13 94.164 90 743.13 with hose streams 80 MI I 493.13 @ 80.443 70 60 'a a 2 50 cn a` System demand curve 40 30 20 5561.00 @ 20.000 1 10 0 RU1111I111 1111111 11 11 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 11 I I 1 %50 1300 1950 2600 3250 3900 4550 5200 5850 6500 Water flow,gpm Hydraulic Graph Supply at Node 1 S01k Pressure 96.000 R.,Iual'.Prtaeun Available Flev�dd P51'. 20.000 @ 5561.00 0.00 Available Pressure at System Demand 94.164 @ 743.13 RWuvel Preuure al S'Aem Oenar9 _ ... 80.443 @ 493.13 ',Nukes Pressure el Semm Demand(Including Hse.V Wsnla sour,* 80.443 @ 743.13 �,©M.E.P.CAD 1 AutoSPRINK 2023 v18.1.17.0 6/24/2023 2:44:26PM Page 3 dB Summary Of Outflowing Devices Job Number:122693-001-BMW Report Description:Ordinary Group I(L2-DRY-3) Actual Flow Minimum Flow K-Factor Pressure Device (9Pm) (9pm) (K) (Psi) Sprinkler 1274 i 41.15 39.00 11.2 13.497 Sprinkler 1275 39.48 39.00 _ 11.2 12.424 Sprinkler 1276 39.03 39.00 11.2 12.145 -. Sprinkler 1293 43.67 39.00 11.2 ', 15.201 Sprinkler 1294 41.91 39.00 11.2 14.001 Sprinkler 1295 41.44 39.00 11.2 13.690 Sprinkler 1316 43.63 39.00 11.2 15.175 Sprinkler 1317 41.87 39.00 11.2 13.977 Sprinkler 1318 41.40 39.00 11.2 13.666 Sprinkler 1335 41.11 39.00 11.2 T 13.475 Sprinkler 1336 39.44 39.00 11.2 12.404 4, Sprinkler 1337 39.00 39.00 11.2 12.125 b Most Demanding Sprinkler Data ©M.E.P.CAD Eili AutoSPRINK 2023 v18.1.17.0 6/24/2023 2:44:29PM Page 4 Iiii Node Analysis ` Job Number:122693-001-BMW Report Description:Ordinary Group I(L2-DRY-3 • Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -0'-6 S _ 80.443 493.13 1274 26'-7 Spr(-13.497) _ 13.497 41.15 1275 26.-9% Spr(-12.424) - 12.424 39.48 1276 26'-11'% Spr(-12.145) 12.145 39.03 1293 26.-6 Spr(-15261) __ 15.201 43.67 1294 _ 26'-8% S r(-14.001) 14.001 41.91 1295 26.-10% Spr(-13.690) - 13.690 41.44 1316 26'-6 Spr(-15.175) 15.175 43.63 1317 26.-8% Spr(-13.977) 13.977 41.87 1318 26.-10% Spr(-13.666) 13.666 41.40 1335 26'-7 Spr(-13.475) _ 13.475 41.11 1336 26.-9% Spr(-12.404) 12.404 39.44 1337 26'-11'' Spr(12.125) 12.125 39.00 2 -4'-6 T(98'-314) 81.952 3 -4'-6 ', T(47.-3%) 81.929 4 -4.-6 76.393 5 1'-6 Base of Riser 73.644 28 -4'-6 LtE(14'-2) 82.168 293 27'-9 P0(3.-7) - 16.269 -294 27.-11%z P0(3.-7) 14.953 295 28.-1% P0(3'-7) . . _ 14.612 314 24'-9% fE(6'-4%) 59.302 331 27'-8 P0(3.-7) 18.353 332 _ 2T-10% PO(3'-7) 16.886 333 28'-0% P0(3.-7) 16.504 347 27'-8 P0(5.-3%) 25.240 359 27'-10% P0(5.-3%) 23.267 360 28'-0% P0(5.-3'%) 22.754 384 27'-8 P0(3'-7) '.. 18.321 385 27'-10% PO(3'-7) 16.856 386 28'-0% P0(3.-7) 16.475 422 27-9 P0(3.-7) 16.242 1 _ 423 27'-11% P0(3'-7) - - 14.929 424 28'-1% P0(3'-7) 14.587 497 _---- 27'-6 cplg(5'-7%),fT(12'-5%) 53.401 674 27'-6 T(6'-4),cplg(8'-3) 73.265 2167 1'-11% P0(26'-4) '. 73.265 An,0 M.E.P.CAD lid AutoSPRINK 2023 v18.1.17.0 6/24/2023 2:44:32PM Page 5 8ii Hydraulic Analysis 1 Job Number:122693-001-BMW Report Description:Ordinary Group I(L2-DRY-3) Pipe Type Diameter Flow Velocity HWC _ Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Route 1 DR 1.0490 39.00 14.48 100 _ 0.627237 1'-2 Pf 2.968 1337 26'-11% 39.00 11.2 12.125 Sprinkler, 3'-7 Pe -0.506 424 28'-1'% 14.587 P0(3'-7) 4'-9 Pv BL 1.4420 39.00 7.66 100 0.133182 14'-0 iPf 1.863 424 28'-1Yx 14.587 Pe 0.025 386 28'-0%x 16.475 ' 14'-0 Pv BL 1.4420 80.40 15.80 100 0.507853 7'-0% Pf 6.266 386 28'-0% 41.40 16.475 Flow(q)from Route 7 5'-3'% Pe 0.013 360 28'-0'% 22.754 P0(5._3%) 12'-4 Pv FM 3.2600 160.87 6.18 100 0.034496 12.-8% Pf 0.439 360 28.-0'% 80.47 22.754 Flow(q)from Route 2 Pe 0.074 359 27.-10'% 23.267 12.-8% Pv FM 3.2600 323.58 12.44 100 0.125669 15.-0 Pf 1.885 359 27'-10% 81.32+81.39 23.267 Flow(q)from Route 3 and 4 Pe 0.088 347 27'-8 25.240 15.-0 Pv FM 3.2600 493.13 18.95 100 0.274002 90.-1 Pf 28.096 347 27'-8 84.74+84.81 25.240 Flow(q)from Route 5 and 6 12.-5% Pe 0.065 497 27'-6 53.401 fT(12'-5%) 102.-6'% Pv FR 4.2600 493.13 11.10 100 _ 0.074456 30'-1% Pf 4.730 497 27'-6 53.401 cplg(5'-7%) 33'-5 Pe 1.171 314 24'-9% 59.302 2fE(6'-4Yx),fT(15'-0'%) 63'-6% Pv FM 6.3570 493.13 4.98 100 0.010599 217'-3 Pf 4.058 314 24'-9% 59.302 177'-7 Pe 9.904 2167 1'-11'% 73.265 4E(12'-6%),4EE(6'-3%),PO(26'- 394.-10 Pv 10%),fE(8'-11%),DPV(19'-8%), BV(8'-11%),P0(37.-8%) CM 6.3570 493.13 4.98 120 0.007565 1'-4 Pf 0.181 2167 1'-11% 73.265 22'-7 Pe 0.199 5 1'-6 73.644 Tr(10'-0),fE(12'-7),Base of 23'-11 Pv Riser UG 6.3570 493.13 4.98 150 0.005006 12'-0 Pf 0.147 5 1'-6 73.644 17.-1 Pe 2.601 4 -4-6 76.393 LtE(17'-1) 29.-1 Pv UG 6.2800 493.13 5.11 140 0.006036 _.. __. 283.-4'% Pf 5.537 4 -4'-6 76.393 171.-9% Pe 3 -4-6 81.929 2LtE(14'-2),4EE(11-0%),BFP(-2 455'-2 Pv .789),GV(4'-8%),2T(47'-3%) UG 12.4600 493.13 1.30 140 0.000215 7'-6% Pf 0.023 3 -4.-6 81.929 98.-3% Pe 2 -4-6 81.952 T(98'-3%) 105.-10 Pv UG 6.2800 493.13 5.11 140 0.006036 16.-9'% Pf 0.216 2 -4.-6 - 81.952 18'-11 Pe 28 -4-6 82.168 GV(4-8%),LtE(14'-2) 35.-8% Pv MS 6.0650 493.13 5.48 120 0.009512 1'-0 Pf 0.010 28 -0'-6 82.168 Pe -1.734 1 -0'-6 80.443 S 1'-0 Pv 250.00 Hose Allowance At Source 1 743.13 ' -a Route 2 DR _ 1.0490 39.03 14.49 100 0.628179 1'-2 Pf 2.972 1276 26.-11% 39.03 11.2 12.145 Sprinkler, 3'-7 Pe -0.506 295 28.-1% 14.612 po(3'-7) 4'-9 Pv BL _ 1.4420 39.03 7.67 100 0.133383 14'-0 Pf 1.867 295 28.-1% 14.612 Pe 0.025 333 28.-0% 16.504 14'-0 Pv BL 1.4420 80.47 15.81 100 0.508640 _ 6'-11'% Pf 6.237 333 28.-0% 41.44 16.504 Flow(q)from Route 8 5'-314 Pe 0.013 360 28.-0% 22.754 P0(5.-3%) 12'-3 Pv Route 3 DR 1.0490 39.44 14.64 100 0.640538 1'-2 Pf 3.031 1336 26'-9% 39.44 11.2 12.404 Sprinkler, 3'-7 Pe -0.506 423 27'-11% 14.929 P0(3'-7) 4'-9 Pv BL 1.4420 39.44 7.75 100 0.136007 14'-0 Pf 1.902 423 27.-11% 14.929 Pe 0.025 385 27-10'% 16.856 14'-0 Pv ,©M.E.P.CAD % i AutoSPRINK 2023 v18.1.17.0 6/24/2023 2:44:36PM Page 6 �r I Hydraulic Analysis Job Number:122693-001-BMW Report Description:Ordinary Group I(L2-DRY-3) ' Pipe Type Diameter Flow Velocity HWC Friction Loss _ Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length BL _ 1.4420 81.32 15.97 100 0.518577 7'-0% Pf 6.398 385 27'-10% 41.87 16.856 Flow(q)from Route 9 5'-3% Pe 0.013 359 27.-10'% 23.267 PO(5'-3%) 12'-4 Pv Route 4 DR 1.0490 39.48 14.65 100 0.641500 V-2 Pf 3.035 1275 26.-9% 39.48 11.2 12.424 Sprinkler, 3'-7 Pe -0.506 294 27.-11% 14.953 PO(3'-7) 4'-9 Pv BL 1.4420 39.48 7.76 100 0.136211 14'-0 Pf 1.907 294 - 27.-11% 14.953 Pe 0.025 332 27.-10'% 16.886 14'-0 Pv BL 1.4420 81.39 15.99 100 0.519380 6'-11% Pf 6.369 I 332 27'-10'% 41.91 16.886 Flow(q)from Route 10 5'-3% Pe 0.013 359 27'-10'% 23.267 P0(5'-3%) 12'-3 Pv Route 5 DR 1.0490 _4.1.11 15.26 100 0.691581 1'-2 Pf 3.272 I 1335 26 7 41.11 11.2 13.475 Sprinkler, 3'-7 Pe -0.506 422 27'-9 16.242 PO(3.-7) 4'-9 Pv BL 1.4420 41.11 8.08 100 0.146845 14'-0 Pf 2.054 422 27'9 16.242 Pe 0.025 384 27'-8 18.321 14'-0 Pv BL 1.4420 84.74 16.65 100 0.559719 7'-0% Pf 6.906 384 27'-8 43.63 18.321 Flow(q)from Route 11 5'-3% Pe 0.013 347 27'-8 25.240 P0(5'-3%) 12.-4 Pv Route 6 DR 1.0490 41.15 15.27 100 0.692615 I 1'-2 Pf 3.277 1274 26'-7 41.15 11.2 13.497 Sprinkler, 3'-7 Pe -0.506 293 27'-9 16.269 P0(3'-7) 4'-9 Pv BL 1.4420 41.15 8.08 100 0.147064 14.-0 Pf 2.059 293 27'-9 16.269 - - Pe 0.025 331 27'-8 18.353 14.-0 Pv BL 1.4420 84.81 16.66 100 0.560583 6'-11'% Pf 6.874 331 27'-8 43.67 18.353 Flow(q)from Route 12 5'-3'% Pe 0.013 347 2T-8 25.240 P0(5-3%) 12'-31Pv Route 7 DR 1.0490 41.40 15.37 100 0.700622 1'-2 Pf 3.315 1318 26'-10% 41.40 11.2 13.666 Sprinkler, 3'-7 Pe -0.506 386 28'-0% 16.475 PO(3.-7) 4'-9 Pv f Route 8 DR 1.0490 41.44 15.38 100 0.701740 1'-2 Pf 3.320 1295 26'-10% 41.44 11.2 13.690 Sprinkler, 3'-7 Pe -0.506 333 28'-0% 16.504 P0(3.-7) 4'-9 Pv a Route 9 DR 1.0490 41.87 15.54 100 0.715356 1'-2 Pf 3.385 1317 26'-8% 41.87 11.2 13.977 Sprinkler, 3'-7 Pe -0.506 385 27-10%z 16.856 P0(3'-7) 4'-91Pv a Route 10 DR 1.0490 41.91 15.56 100 0.716497 1'-2 Pf 3.390 1294 26'-8'% 41.91 11.2 14.001 Sprinkler, 3'-7 Pe -0.506 332 27-10% 16.886 P0(3'-7) 4'-9 Pv ai Route 11 DR 1.0490 43.63 16.20 100 0.771875 1'-2 Pf 3.652 1316 26'-6 43.63 11.2 15.175 Sprinkler, 3'-7 Pe -0.506 384 27.-8 18.321 P0(3'-7) 4'-9 Pv s Route 12 DR 1.0490 43.67 16.21 100 0.773101 1'-2 Pf 3.658 1293 26'-6 43.67 11.2 15.201 Sprinkler, 3'-7 Pe -0.506 331 27'-8 18.353 P0(3'-7) 4'-9 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) ` C Value Multiplier Actual Inside Diameter 487 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 [M„©M.E.P.CAD ifi AutoSPRINK 2023 v18.1.17.0 6/24/2023 2:44:36PM Page 7 Hydraulic Analysis J Job Number:122693-O01 -BMW Report Description:Ordinary Group I(L2-DRY-3) Pipe Type Diameter Flow Velocity _HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Ann-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Dischar e m BalV Ball Valve DR Drop 9 gp BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple DelV Deluge Valve Pt SN Swing Nipple Total pressure at a point in a pipe DPV Dry Pipe Valve SP Sprig Pn Normal pressure at a point in a pipe E 90°Elbow ST Stand Pipe Pf Pressure loss due to friction between points EE 45°Elbow UG Underground Pe Pressure due to elevation difference between indicated Eel 11'/.°Elbow points Ee2 22%*Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap d[y©M.E.P.CAD iyfiAutoSPRINK 2023 v18.1.17.0 6/24/2023 2:44:36PM Page 8 84 /-? Hydraulic Overview Job Number; 122693-001-BMW Report Description:Ordinary Group II(L2-WET-1) Job • Jnb N� Pa. 122693-001 GERALD EBELING Job Name-. Phone FAX BMW OF TIGARD 972-213-3210 Address 1 Stele Catttatlonkicenee Number 9875 SOUTHWEST CASCADE AVE Address2 Mid TIGARD,OR 97223 Address 3 Joe Site/Building System Densty Ares ofApnntzuon 0.20 gpm/ft' 1500 ft'(Actual 1604 ft') Most Demanding Sprinkles Data Hose Steams 5.6 K-Factor 26.00 at 21.556 250.00 Coverage Per Sprinkler Number Dt Sprinkle s Caludated Humber Or Nozzles Calculated 130 ft' 4 0 System P,eeaure Dmwne System Flow Demand 78.548 380.56 'feral Demand Pressure Rash 630.56 @ 78.548 +16.098(17.0%) Supplies Check Point Gauges Node Name Flow(opml Hose Flow(gpm). Static(osil Residual(psil Identifier Pressure(osi) K-Factor(K) Flowfaemt 1 Water Supply 5561.00 250.00 96.000 20.000 Base of Riser(5) 73.129 44.5 380.56 BMW-Tigard-2-V2.cad Supply at Node 1 (5561.00,250.0D,96.000,20.000) 100 1 I I I I Static Pressure 96.000 I u g0 630.56 94.645 • IIX I i630.56 with hose streams 380.56N78.548 70 • r ; ; 11 •N 60 V a m50 System demand curve • t to IIIIIII II _ o_ ! HIM I ..k 30 • Ir , 20 1 5561.00 @ 20.000 10 • / of1 7r-I D ptlpllinims'mum mi im IIIIIIin IIIIIII II mull 11 H I I II 6�030{�34600 3250 3900 4550 5200 5850 6500 Water flow,gpm 7(,©M.E.P.CAD ill AutoSPRINK 2023 v18.1.17.0 6/24/2023 2:44:59PM Page 1 Hydraulic Summary ` Job Number:122693-001-BMW '.:.y. Report Description:Ordinary Group II(L2-WET-1) Job 122693-001 GERALD ERFLING • Job Name - _-- Stele Certifimlon/Lidtre',dyer . - --- - - BMW OF TIGARD Addremt -..._.-_. AHJ _-- 9875 SOUTHWEST CASCADE AVE Address 2 Jnb SileJJuililb TIGARD,OR 97223 Address 3 Drawing Name BMW-Tigard-2-V2.cad System [Remote Area(s) M sl Demenaing spvnxler Dsta I occupancy Job Suffix 5.6 K-Factor 26.00 at 21.556 Ordinary Group II BMW Hose Allowance At Source Density I Area&Apgication 250.00 0.20 gpm/ftz ''', 1500 ftz(Actual 1604 ftz) Additional Hose Supplies Number Ol Spnnklela CalculaNd Number Of Sour.Calculvled Coverage Per Sprinkle Node Flow(opm) 14 0 130 ftz Toed Hew Slreema 250.00 System Plow Demand Total Water Repaired(Including Howe Allowance/ I'I 380.56 630.56 I Merlmum Pressure unbalance In Loops 0.000 Mesimum VeIGy Above Ground 22.39 between nodes 924 and 631 Movimum Vebrry Unger emend 3.94 between nodes 3 and 4 Volume capauty or DU Pines . Volume capacity of Dry Pivee 1431.37 gal 3.79 gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 250.00 96.000 20.000 5561.00 94.645 630.56 78.548 16.098 Contractor I Convector Number Coved Name Contact nde MCK Rene Gordon Designer --- - Dams aconl,wpr: Pone Palenypn McKinstry (509)435-1008 Addleu, 5005 3rd Avenue South Addressz Seattle,WA98134 reneg@mckinstry.com Address Web-bIle ©M.E.P.CAD AutoSPRINK 2023 v18.1.17.0 6/24/2023 2:45:04PM Page 2 Ills Hydraulic Graph Job Number:122693-001-BMW Report Description:Ordinary Group II(L2-WET-1) Supply at Node 1 100 Static Pressure 96.000 630.56 @ 94.645 90 80 630.56 with hose streams 380.56 @ 78.548 70 60 N a 50 System demand curve rL 40 30 • 20 — 5561.00 @ 20.000 10 0 M 111111111 11111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I 1 1 1 1 I 1 IIII 11 Cb50 1300 1950 2600 3250 3900 4550 5200 5850 6500 Water flow,gpm Hydraulic Graph Supply at Node 1 Stalic'.Pressure -.--.- -. 96.000 kezitluat.Prezzcre pvailvNr Flow®10 PSI: 20.000 @ 5561.00 0.00 Available Pressure at System Demand 94.645 @ 630.56 -Repwred Pressure at System Omerd 78.548 @ 380.56 Rest SPreaeue at Sysbm Demand(*Lai,Hose Allowance et Swrvz) 78.548 @ 630.56 A[+„©M.E.P.CAD 111 AutoSPRINK 2023 v18.1.17.0 6/24/2023 2:45:07PM Page 3 Ili Summary Of Outflowing Devices Job Number:122693-001-BMW Report Description Ordinary Group II(L2-WET-1) Actual Flow Minimum Flow K-Factor Pressure Device (913m) (Om) (K) (Psi) Sprinkler 1398 26.48 26.00 5.6 22.355 Sprinkler 1399 26.00 26.00 5.6 21.556 Sprinkler 1403 26.52 26.00 5.6 22.421 Sprinkler 1404 26.04 26.00 5.6 21.619 Sprinkler 1426 26.67 26.00 5.6 22.680 I Sprinkler 1427 26.19 26.00 5.6 21.870 Sprinkler 1451 �, 26.99 26.00 5.6 23.232 Sprinkler 1452 26.51 26.00 5.6 22.403 Sprinkler 1477 27.54 26.00 5.6 24.178 Sprinkler 1478 i 27.04 26.00 5.6 23.318 Sprinkler 1502 28.35 26.00 5.6 25.625 Sprinkler 1503 27.84 26.00 5.6 24.717 Sprinkler 1507 29.47 26.00 5.6 27.688 Sprinkler 1508 28.94 26.00 5.6 26.712 4> Most Demanding Sprinkler Data k„©M.E.P.CADdi AutoSPRINK 2023 v18.1.17.0 6/24/2023 2:45:11 PM Page 4 ` 4. 4, ��111 Node Analysis \ Job Number:122693-001-BMW l Report Description:Ordinary Group II(L2-WET-1) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -0'-6 S 78.548 380.56 1398_ 32'-4% Spr(-22.355) 22.355 26.48 1399 32'-4% Spr(-21.556) 21.556 26.00 1403 32'-4% Spr(-22.421) 22.421 26.52 - -_ 1404 32.-4% Spr(-21.619) 21.619 26.04 1426 32'-4% Spr(-22.680) 22.680 26.67 1427 32'-4% Spr(-21.870) 21.870 26.19 _ 1451 32'-4% Spr(-23.232) 23.232 26.99 1452 - 32'-4'/ Spr(-22.403) 22.403 26.51_ _ 1477 32'-4% Spr(-24.178) 24.178 27.54 1478 32'-4%_ Sp 23.318) - 23.318 i 27.04+__ 1502 32'-4% Spr(-25.625) 25.625 28.35 11 1503 32.-4% Spr(-24.717) 24.717 27.84 1507 - 32'-4.4 Spr(-27.688) 27.688 29.47 1508_'... --_ - 3- 32'-4'/ Spr(-26.712) 26.712 28.94 2 4-6 T(98-3%) 1.-_ - 80.142 - --. 3 -4'-6 T(47'-3%) 80.128 4 -4'-6 75.821 5 1'-6 Base of Riser '.. 73.129 28 -4'-6 LtE(14'-2) 80.276 _- 631 32'-4% P0(12'-3%) 31.308 I 632 32'-4% P0(12'-3%) 30.213 674 27'-6 T(26'-4),cplg(8'-3) 40.074 924 32'-4% . cplg(7'-11),E(8'-3) 36.414 -- 1158 27'-6 E(8'-11%),T(26'-4) 43.162 _ 1161 27'-6 E(8'-11%),T(26'-4) 42.518 1532 _ 27'-6 _ E(8'-11%),T(26'-4) 47.829 1610 27'-6 E(8'-11%),T(26'-4) 48.422 _- 2167 1'-11% P0(26'-4) 72.818 i ,©M.E.P.CAD ild AutoSPRINK 2023 v18.1.17.0 6/24/2023 2:45:14PM Page 5 ` Id Hydraulic Analysis Job Number:122693-001-BMW Report Description:Ordinary Group II(L2-WET-1) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Route 1 BL 2.1570 26.00 2.28 120 0.006317 10'-0 Pf 0.063 1399 32'-4% 26.00 5.6 21.556 Sprinkler Pe 1404 32'-4% 21.619 10'-1:1 Pv BL 2.1570 52.04 4.57 120 0.022803 11'-0 Pf 0.251 1404 32'-4% 26.04 5.6 21.619 Sprinkler Pe 1427 32'-414 21.870 11'-0 Pv BL 2.1570 78.23 6.87 120 0.048474 11'-0 Pf 0.533 1427 32'-4/ 26.19 5.6 21.870 Sprinkler Pe 1452 32'-016 22.403 11'-0 Pv BL 2.1570 104.73 9.20 120 0.083168 11'-0 Pf 0.915 1452 32'-4'% 26.51 5.6 22.403 Sprinkler Pe 1478 32'-416 23.318 11'-0 Pv _BL 2.1570 131.77 11.57 120 0.127201 11'-0 Pf 1.399 1478 32'-4'/z 27.04 5.6 23.318 Sprinkler Pe 1503 32'-4/: 24.717 11'-0 Pv BL 2.1570 159.62 14.01 120 0.181340 11.-0 Pf 1.995 1503 32'-4'/z 27.84 5.6 24.717 Sprinkler Pe 1508 32'-4'/: 26.712 11.-0 Pv BL 2.1570 188.56 16.56 120 0.246819 I 1'-10'/: Pf 3.501 1508 32'-4'/ 28.94 5.6 26.712 Sprinkler, 12'-314 Pe 632 32.-4'/: 30.213 P0(12.-3%) 14'-2 Pv CM 2.6350 188.56 11.09 120 0.093117 11'-9 Pf 1.095 632 32'-4% 30.213 Pe 631 32.-4% 31.308 11'-9 Pv CM 2.6350 380.56 22.39 120 0.341383 6'-8% Pf 5.106 631 32'-4Y% 192.01 31.308 Flow(q)from Route 2 8'-3 Pe 924 32'-4'% 36.414 E(8'-3) 14'-11/z Pv CM 4.2600 380.56 8.57 120 0.032902 4'-10/, Pf 1.547 924 32'-4'/ 36.414 cplg(7'-11) I 42'-1'/: Pe 2.114 674 27'-6 40.074 7(26.-4),cplg(8.-3) 47'-0 Pv CM 4.2600 380.56 8.57 120 0.032902 39'-0'Pf 2.444 674 27'-6 40.074 35'-314 Pe 1161 27'-6 42.518 E(8'-11%),T(26.-4) 74'-3% Pv CM 4.2600 165.34 3.72 120 0.007038 20'-10 Pf 0.643 1161 27'-6 42.518 E(8'-11%z),T(26'-4) 70'-7 Pe 1158 27'-6 43.162 E(8'-11%),T(26.-4) 91'-5 Pv CM 4.2600 380.56 8.57 120 0.032902 55'-5'% Pf 4.667 1158 27'-6 215.22 43.162 Flow(q)from Route 3 86'-4% Pe 1532 27'-6 47.829 2T(21'-1),2E(8'-11'/s),T(26'-4) 141'-10 Pv CM 4.2600 163.39 3.68 120 0.006885 15'-71/2 Pf 0.593 1532 27.-6 47.829 E(8'-11%),T(26.-4) 70'-7 Pe 1610 27'-6 48.422 E(8'-11%),T(26'-4) 86'-21/2 Pv FR 4.2600 380.56 8.57 120 0.032902 _ 131'-7 Pf 13.318 1610 27'-6 217.18 48.422 Flow(q)from Route 4 ', 226'-0 Pe 11.077 2167 1'-11% 72.818 2CV(28'-11/),2BV(15'-9%),IE( I 357'-7'.Pv 9'-0),2P0(26'-4),6fE(8'-11'14),fT I (21'-1),SFx(-1.554) CM 6.3570 380.56 3.85 120 0.004684 1'-4 Pf 0.112 2167 1'-11/z 72.818 22'-7 Pe 0.199 5 1'-6 73.129 Tr(10'-0),fE(12'-7),Base of 23'-11 Pv Riser UG 6.3570 380.56 3.85 150 0.003100 12'-0 Pf 0.091 5 1'-6 73.129 17'-1 Pe 2.601 4 -4'-6 75.821 LtE(17'-1) 29.-1 Pv UG 6.2800 380.56 3.94 140 0.003737 283.-4'% Pf 4.307 4 -4'-6 75.821 171'-9'% Pe 3 -4'-6 80.128 2LtE(14'-2),4EE(11'-0%),BFP(-2 455.-2 Pv .606),GV(4'-8'/),2T(47'-3%) UG 12.4600 380.56 1.00 140 0.000133 7'-6''/ Pf 0.014 3 -4'-6 80.128 _-- 98'-3'/ Pe 2 -4'-6 80.142 T(98'-3/:) 105'-10 Pv UG 6.2800 380.56 3.94 140 0.003737 16'-9'/ Pf 0.133 2 -4'-6 80.142 18.-11 Pe 28 -4'-6 80.276 GV(4'-8%),LtE(14'-2) 35'-8% Pv MS 6.0650 380.56 4.23 120 0.005889 1-0 Pf 0.006 28 -4-6 80.276 Pe -1.734 1 -0'-6 78.548 S 1-0 Pv k,0 M.E.P.CAD 41 AutoSPRINK 2023 v18.1.17.0 6/24/2023 2:45:17PM Page 6 • 111 W Hydraulic Analysis Job Number:122693-001-BMW Report Description:Ordinary Group II(L2-WET-1) - Pipe Type Diameter Flow -_ Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length :Summary Upstream Total Length 250.00 Hose Allowance At Source 1 630.56 o Route 2 BL 2.1570 26.48 2.32 120 0.006533 10'-0 Pf 0.065 1398 32'-4Y 26.48 5.6 22.355 Sprinkler Pe 1403 32.-4'% 22.421 10'-0 Pv BL 2.1570 52.99 4.65 120 0.023584 11.-0 Pf 0.259 1403 32.-4Y 26.52 5.6 22.421 Sprinkler Pe 1426 32'-434 22.680 11'-0 Pv BL 2.1570 79.66 6.99 120 0.050134 11'-0 Pf 0.551 1426 32.-4% 26.67 5.6 22.680 Sprinkler Pe 1451 32'-454 23.232 11'-0 Pv BL 2.1570 106.65 9.36 120 0.086014 11'-0 Pf 0.946 1451 32'-44 26.99 5.6 23.232 Sprinkler Pe 1477 32'-41: 24.178 11'-0 Pv BL 2.1570 134.19 11.78 120 0.131549 11'-0 Pf 1.447 1477 32'-454 27.54 5.6 24.178 Sprinkler Pe 1502 32'-41: 25.625 11'-0 Pv BL 2.1570 162.54 14.27 120 0.187530 11'-0 Pf 2.063 1502 32.-4% 28.35 5.6 25.625 Sprinkler Pe 1507 32.-43": 27.688 11'-0 Pv BL 2.1570 192.01 16.86 120 0.255230 1'-1014 Pf 3.620 1507 32'-4% 29.47 5.6 27.688 Sprinkler, 12'-3%: Pe 631 32'-4'/: 31.308 PO(12'-35:) 14'-2 Pv = Route 3 CM 4.2600 215.22 4.84 120 0.011462 20'-10 Pf 0.643 1161 27'-6 165.34 42.518 Flow(q)from Route 1 35.-316 Pe 1158 27'-6 43.162 Z,E(8'-11%),T(26.-4) 56.-114 Pv o Route 4 CM 4.2600 217.18 4.89 120 0.011656 15'-71-4 Pf 0.593 1532 27'-6 163.39 47.829 Flow(q)from Route 1 35'-3% Pe 1610 27'-6 48.422 E(8'-11%),T(26'-4) 50'-11 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) ` C Value Multiplier Actual Inside Diameter 4e' Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 ___ ©M.E.P.CAD leAutoSPRINK 2023 v18.1.17.0 6/24/2023 2:45:17PM Page 7 Hydraulic Analysis 1 Job Number:122693-001-BMW Report Description:Ordinary Group II(L2-WET-1) Pipe Type _ Diameter, Flow Velocity _HWC Friction Loss _ Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DelV Deluge Valve SN Swing Nipple DPV Dry Pipe Valve SP Sprig Pn Normal pressure at a point in a pipe E 90°Elbow ST Stand Pipe Pf Pressure loss due to friction between points EE 45°Elbow UG Underground Pe Pressure due to elevation difference between indicated Eel 11'/ Elbow points Ee2 22%2 Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho I-lose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap �„©M.E.P.CAD AutoSPRINK 2023 v18.1.17.0 6/24/2023 2:45:17PM Page 8 diHydraulic Overview Job Number: 122693-001 -BMW Report Description:Light Hazard(L2-WET-2) Job Job Number oes,ae., 122693-001 GERALD EBELING Job Name: Fhone FAX BMW OF TIGARD 972-213-3210 Address 1 511e ceNrioroMiwnu Numb. 9875 SOUTHWEST CASCADE AVE Address 2 AHJ TIGARD,OR 97223 Address S Job sMRul:emq System Dense A,N sr Application 0.10 gpm/ft' 1500 ft'(Actual 1042 ft') Most Damendem Sprinkler Dam Hose Streams 5.6 K-Factor 22.50 at 16.143 100.00 covenw Per Sprinkle rvumbe,a Sp,lnklrs Calculated NumGe«Naaln Caai.m 225 ft' 8 0 srnem P,euwe bsnW S eSs,Flo..Demand 74.397 188.44 Total Demand 288.44 @ 74.397 +21.284(22.2%) Supplies Check Point Gauges Node Name Flow(gpm) Hose Flow(9pml Static(psil Residual(osil Identifier Pressure(psil K-Factor(K1 Flowfuem) 1 Water Supply 5561.00 100.00 96.000 20.000 Base of Riser(5) 69.058 22.68 188.44 BMW-Tigard-2-V2-cad Supply at Node 1 (5561.00,250.00,96.000,20.000) 100 II St atic Pressure 96.000 90 I --- 288.44 @ 95.681 80 I N I I 288.44 wR‘1/4h hose strums • 50 ( G r 70 i 188.44�74.39; ■--- I I ,F 7. t„ l 2- 60 I".■■11M 1n System demand curve .--- III 40 I a D I"1E111 ,-- 1I I I ( 20 11111.. �a- "., _10 a .■ 5561.00 @ 20.000, 61,391b5a600 3250 3900 4550 5200 5850 6500 Water flow,gpm [Di.©M.E.P.CAD in AutoSPRINK 2023 v18.1.17.0 6/24/2023 2:45:51PM Page 1 J} Hydraulic Summary Job Number: 122693-001-BMW - Report Description:Light Hazard(L2-WET-2) Job Jnb C.xaoe- o^sipacr 122693-001 GERALD EBELING Job Name: Stele CeMwrlonlLicense Number BMW OF TIGARD Adtlresst AHJ 9875 SOUTHWEST CASCADE AVE Address2 Job SIleBolld'leg TIGARD,OR 97223 Address 3 Drawing Name BMW-Tigard-2-V2.cad System Remote Area(s) Most Demanding Sorinkler Data Octupanty :cb Sulfa 5.6 K-Factor 22.50 at 16.143 Light Hazard BMW Nose Mennen Al Source Density Mee ofAppfnbn 100.00 0.10 gpm/ft' 1500 ft'(Actual 1042 ft') Atltl0onal Hose Supplied Number Of Sprinklers Calculated Number 0l Nauka Calculated Coverage Per Sprinkler Node Flawlopm) 8 0 225 ft' Total Nose Streams 100.00 System Flow Demand Total Wald Fabled(IncludIrre Mose Allowance) 188.44 288.44 Maximum Pressure Unbalance In LE[p6 0.000 Maximum Vanity Above Ground 18.56 between nodes 346 and 334 Maximo=Velocity under Ground 1.95 between nodes 3 and 4 Volume sonny INwe Pipes Volume capacity of Dry Pees .. 1431,37 gal 3.79 gal Supplies Hose Flow Static l' Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) (gpm) , (psi) (gpm) (psi) (psi) 1 Water Supply 100.00 -..96.000 20.000 5561.00 95.681 288.44 74.397 21.284 Contractor Comstlor Number Contact Nam! Condor Tee MCK Rene Gordon Designer Nems of COMretlor Phone Extension McKinstry (509)435-1008 Address 1 FAX 5005 3rd Avenue South 1, Address 2 Ec.il Seattle,WA 98134 reneg@mckinstry.com Amraeaa l weaste [�!y©M.E.P.CAD ?lJ AutoSPRINK 2023 v18.1.17.0 6/24/2023 2:45:56PM Page 2 81111 Hydraulic Graph Job Number:122693-001-BIS t Report Description:Light Hazard(L2-WET-21 Supply at Node 1 100 _ I I Static Pressure 96.000 3641 I 288.44 @ 95.681 90 80 - 288.44 with hose streams 7I 188.44 @ 74.397 70 60 N d j50 a_ System demand curve 40 30 20 5561.00 @ 20.000 10 0 11 1 I I I I I I I II I I 1 1 1 1 1 1 I I n50 1300 1950 2600 3250 3900 4550 5200 5850 6500 Water flow,gpm Hydrau ic Graph Supply at Node 1 Static:Pressure 96.000 Residual:Pressure Available Flow 420 PSI: 20.000 @ 5561.00 0.00 Sealable Pressure et System Demand 95.681 @ 288.44 Required PreSsure et System Ilemad 74.397 @ 188.44 Required Pressure nsyehm DON A IMCudn°HeseAMm¢e at Source) 74.397 @ 288.44 M.E.P.CAD AutoSPRINK 2023 v18.1.17.0 6/24/2023 2:45:59PM Page 3 w di Summary Of Outflowing Devices 1 Job Number:122693-001-BMW Report Description:Light Hazard(L2-WET-2) Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) ' (Psi) c Sprinkler 1525 22.50 22.50 5.6 16.143 Sprinkler 1526 22.61 22.50 5.6 16.307 Sprinkler 1537 22.67 22.50 5.6 16.391 Sprinkler 1538 22.79 22.50 5.6 16.556 Sprinkler 1550 23.53 22.50 5.6 17.649 Sprinkler 1551 23.64 22.50 5.6 17.827 Sprinkler 1571 1 25.29 22.50 5.6 20.388 Sprinkler 1572 25.41 22.50 5.6 20.592 Most Demanding Sprinkler Data A) ,.©M.E.P.CAD di AutoSPRINK 2023 v18.1.17.0 6/24/2023 2:46:02PM Page 4 illNode Analysis II Job Number:122693-001-BMW h Report Description:Light Hazard(L2-WET-2) Node Elevation(Foot) Fittings Pressure(psl) Discharge(gpm) ' 1 0'-6 S 74.397 188.44 1525 28'-2% Spr(-16.143),fd(37'-0) 16.143 22.50 1526 28.-2'% Spr(-16.307),fd(37'-0) _ 16.307 22.61 1537 28.-2% Spr(-16.391),fd(37-0) li 16.391 _ 22.67 1538 28.-2%z Spr(-16.556),fd(37'-0) _ 16.556 22.79 1550 28'-2% Spr(-17.649),fd(3T-0) 17.649 _ 23.53 1551 28.-2'% Spr(-17.827),fd(3T-0) 17.827 23.64 -_ 1571 28'-2''A Spr(-20.388),fd(3T-0) 20.388 25.29 1572 28'-2% Spr(-20.592),fd(37'-O) 20.592 25.41 2 -4'-6 T(98'-3%) 76.094 3 -4.-6 T(47'-3%) 76.090 - 4 - - --- -4,6 71.684 5 1'-6 Base of Riser 69.058 26 4'-6 LtE(14'-2) 76.130 150 28.-6 '. P0(5'-0) _ 22.799 155 28.-6 P0(5.-0) 23.026 196 28'_6 - P0(5'-0) 23.143 200 28'-6 P0(5'-0) 23.373 252 28.-6 PO 5'-0 24.889 255 28.-6 P0(5.-0) 25.136 328 28.-6 '. P0(5.-0) 28.682 334 28'-6 P0(5.-0) 28.964 345 28-6 P0(7.-5) '�., 34.574 _ 346 28'-6 : PO(7.-5) 34.911 674 27'-6 '.. T(26'-4),cpig(8'-3) 51.824 1158 27.-6 E(8'-11%),T(26.-4) 52.665 1161 27.-6 E(8.-11%),T(26.-4) 52.490 1532 2T-6 E(8'-11%),T(26'-4)_ - 53.937 1610 27.-6 E(8'-11%),T(26.-4) 54.098 I�_ 2167 , 1'-11% . P0(26.-4) 68.829 i___ k,©M.E.P.CAD ?,J AutoSPRINK 2023 v18.1.17.0 6/24/2023 2:46:06PM Page 5 A go Hydraulic Analysis ` Job Number:122693-001-BMW Report Description:Light Hazard(L2-WET-2) Pipe Type Diameter Flow Velocity HWC Friction Loss __ Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length das Route 1 DY 1.0490 22.50 8.35 120 0.161813 0'-0 Pf 6.796 1525 28'-2'% 22.50 5.6 16.143 Sprinkler, 42.-0 Pe -0.140 150 28'-6 22.799 P0(5.-0),fd(3T-0) 42'-0 Pv BL 1.4420 22.50 4.42 120 0.034358 10'-0 Pf 0.344 150 28'-6 22.799 Pe 196 28'-6 23.143 10.-0 Pv BL 1.4420 45.17 8.87 120 0.124737 14'-0 Pf 1.746 196 28'-6 22.67 23.143 Flow(q)from Route 3 Pe 252 28.-6 24.889 14'-0 Pv BL 1.4420 68.70 13.50 120 0.270915 14'-0 Pf 3.793 252 28.-6 23.53 24.889 Flow(q)from Route 5 Pe 328 28.-6 28.682 14'-0 Pv BL 1.4420 93.98 18.46 120 0.483766 4'-9 Pf 5.892 328 28.-6 25.29 28.682 Flow(q)from Route 7 7'-5 Pe 345 28.-6 34.574 P0(7-5) 12'-2 Pv CM 2.6350 93.98 5.53 120 0.025680 13'-1% Pf 0.337 345 28.-6 34.574 Pe 346 28.-6 34.911 13'-1% Pv CM _ 2.6350 188.44 11.09 120 0.093007 96'-6% Pf 16.480 346 28.-6 94.46 34.911 Flow(q)from Route 2 80.-8 Pe 0.434 674 27.-6 51.824 3T(14'-9),2E(5'-10),C(16.-5%z), 177'-2% Pv cplg(8'-3) CM 4.2600 188.44 4.24 120 0.008964 39'-0 Pf 0.666 674 27.-6 51.824 35'-3% Pe 1161 27.-6 52.490 E(8'-11%),T(26'-4) 74.-3Yz Pv CM 4.2600 81.87 1.84 120 0.001917 20'-10 Pf 0.175 1161 27.-6 52.490 E(8'-11%),T(26'-4) 70.-7 Pe 1158 27.-6 52.665 E(8'-11%),T(26'-4) 91.-5 Pv CM 4.2600 188.44 4.24 120 0.008964 55.-5% Pf 1.271 1158 27.-6 106.57 52.665 Flow(q)from Route 9 86.-4% P• e 1532 27.-6 53.937 2T(21'-1),2E(8'-11%),T(26'-4) 141'-10 Pv CM 4.2600 80.90 1.82 120 0.001876 15.-7'% Pf 0.162 1532 2T-6 53.937 E(8'-11%),T(26'-4) 70.-7 Pe 1610 27'-6 54.098 E(8'-11%),T(26'-4) 86.-2% Pv FR 4.2600 188.44 4.24 120 0.008964 131.-7 Pf 3.653 1610 27'-6 107.54 54.098 Flow(q)from Route 10 226.-0 Pe 11.077 2167 1'-11% 68.829 2CV(28'-11 Yz),2BV(15'-9%z),fE( 357'-7 Pv 9'-0),2P0(26'-4),6fE(8'-11%),fT (21.-1),SFx(-0.448) CM 6.3570 188.44 1.90 120 0.001276 _.. 1'-4 Pf 0.031 2167 1'-11% 68.829 22'-7 Pe 0.199 5 1'-6 69.058 Tr(10'-0),fE(12'-7),Base of 23'-11 Pv Riser UG 6.3570 188.44 1.90_ _ 150 _._ 0.000844 ___ 12'-0 Pf 0.025 5 1'-6 69.058 17'-1 Pe 2.601 4 -4.-6 71.684 LtE(17'-1) 29'-1 Pv UG 6.2800 188.44 1.95 140 0.001018 283'-4%z Pf 4.406 4 -4-6 71.684 171'-9% P• e 3 -4.-6 76.090 2LtE(14'-2),4EE(11'-0%),BFP(-3 455'-2 Pv .942),GV(4'-81/2),2T(47'-31h) UG 12.4600 188.44 0.50 140 0.000036 7'-6% P• f 0.004 3 -4.-6 76.090 98.-3% Pe 2 -4.-6 76.094 T(98'-314) 105'-10 Pv UG 6.2800 188.44 1.95 140 0.001018 16-9% P• f 0.036 2 - _ -4.-6 76.094 18'-11 Pe 28 -4.-6 76.130 GV(4'-8 4),LtE(14'-2) 35.-8% Pv MS 6.0650 188.44 2.09 120 0.001604 1'-0 Pf 0.002 28 -4.-6 76.130 Pe -1.734 1 -0.-6 74.397 S 1-0 Pv 100.00 Hose Allowance At Source 1 288.44 =3 Route 2 DY 1.0490 22.61 8.39 120 0.163328 0'-0 Pf 6.860 1526 28'-2% 22.61 5.6 16.307 Sprinkler, 42'-0 Pe -0.140 155 28'-6 23.026 P0(5'-0),fd(37'-0) 42'-0 Pv 1'/. ©M.E.P.CAD 41AutoSPRINK 2023 v18.1.17.0 6/24/2023 2:46:09PM Page 6 t I Ali Hydraulic Analysis ` Job Number;122693-001-BF-BMW Report Description:Light Hazard(L2-WET-2) t Pipe Type_ Diameter Flow Velocity HWC Friction Loss I Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings I Eq.Length Summary Upstream Total Length BL 1 4420 22.61 4.44 120 0.034680 10'-0 Pf 0.347 155 28'-6 23.026 1 Pe 200 28'-6 23.373 10'-0 Pv BL 1.4420 45.40 8.92 120 0.125904 I 14'-0 Pf 1.763 200 28'-6 22.79 23.373 Flow(q)from Route 4 Pe 255 28'-6 25.136 1 14'-0 Pv BL 1.4420 69.04 13.56 120 0.273446 14'-0 Pf 3.828 255 28'-6 23.64 25.136 Flow(q)from Route 6 Pe 334 28'-6 28.964 14'-0 Pv BL 1.4420 94.46 18.56 120 0.488273 4'-9 Pf 5.946 334 28'-6 25.41 28.964 Flow(q)from Route 8 7'-5 Pe 346 28'-6 34.911 PO(7'-5) 12'-2 Pv o Route 3 DY 1.0490 22.67 8.42 120 0.164105 '.. 0'-0 Pf 6.892 1537 28'-2% 22.67 5.6 16.391 Sprinkler, 42'-0 Pe -0.140 196 28'-6 23.143 P0(5.-0),fd(37'-0) 42'-0 Pv Route 4 DY 1.0490 22.79 8.46 120 0.165640 0'-0''.Pt 6.957 1538 28'-2% 22.79 5.6 16.556 Sprinkler, 42.-0 Pe -0.140 200 28'-6 23.373 P0(5'-0),fd(37'-0) 42'-0 Pv Route 5 DY 1.0490 23.53 8.73 120 0.175726 _ 0'-0 Pf 7.380 1550 26'-2% 23.53 5.6 17.649 Sprinkler, 42'-0 Pe -0.140 252 28'-6 24.889 P0(5'-0),fd(37'-0) 42'-0 Pv G Route 6 DY 1.0490 23.64 8.78 120 0.177362. 0'-0 Pf 7.449 1551 28'-2% 23.64 5.6 17.827 Sprinkler, 42'-0 Pe -0.140 255 28'-6 25.136 P0(5'-0),fd(37'-0) 42'-0 Pv v Route 7 DY _ 1.0490 25.29 9.39 120 0.200814 0'-0 Pf 8.434 1571 28'-2'Y 25.29 5.6 20.388 Sprinkler, 42'-0 Pe -0.140 328 28'-6 28.682 P0(5.-0),fd(37'-0) 42'-0 Pv Ob Route 8 DY 1.0490 25.41 9.43 120 0.202671 0'-0 Pf 8.512 1572 28'-2V 25.41 5.6 20.592 Sprinkler, 42'-0 Pe -0.140 334 28'-6 28.964 P0(5'-0),fd(37'-0) 42'-0 Pv w Route 9 CM 4.2600 106.57 2.40 120 0.003123 20'-10 Pf 0.175 1161 27'-6 81.87 52.490 Flow(q)from Route 1 35'-3''/ Pe 1158 27'-6 52.665 Z,E(8'-11Yz),T(26'-4) 56'-1'% Pv v Route 10 CM 4.2600 107.54 2.42 120 0.003176 15'-7,4 Pf 0.162 1532 27'-6 80.90 53.937 Flow(q)from Route 1 35'-3'14 Pe 1610 27'-6 54.098 E(8'-11A),T(26'-4) 50'-11 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) ` C Value Multiplier Actual Inside Diameter 4'87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor MultiplyingFactor p D.713 1.16 1.33 1.51 k,©M.E.P.CAD aAutoSPRINK 2023 v18.1.17.0 6/24/2023 2:46:09PM Page 7 r`. Hydraulic Analysis Job Number:122693-001 -BMW • - Report Description Light Hazard(L2-WET-2) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain BalV Ball Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DelV Deluge Valve SN Swing Nipple DPV Dry Pipe Valve Si' Sprig Pn Normal pressure at a point in a pipe E 90°Elbow ST Stand Pipe Pf Pressure loss due to friction between points EE 45°Elbow UG Underground Pe Pressure due to elevation difference between indicated Eel 11%°Elbow points Ee2 22Y°Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap k,®M.E.P.CAD ii AutoSPRINK 2023 v18.1.17.0 6/24/2023 2:46:09PM Page 8 w t Hydraulic Overview i Job Number:122693-001-BMC? Report Description:Ordinary Group I(L3-DRY-1) ' Job Joe a"mbar oesq,er 122693-001 i GERALD EBELING aoe Name Phone FAY BMW OF TIGARD 972-213-3210 AWrme t Stale CeaMulioMirvnn Number 9875 SOUTHWEST CASCADE AVE P4@ma2 And TIGARD,OR 97223 TIGARD AHJ Aeermaa Jon snerewMm3 -- BMW-TIGARD System - DenstY A riz cl APpi cation 0.15 gpm/ft' 1950 ft'(Actual 2164 ft') Most wmaMma SMnder Data Hose Streams _-... _. 11.2 K-Factor 39.00 at 12.125 250.00 Coveya Per spnnFMr Number Of Sprinklers Calculated Nenber[NW.*celaleted 256 ft' 12 0 Stolen Prevure D.^®^e synmm Flcw pemane 72.238 i 499.72 Total Demand PreeaureReeutl 749.72 @ 72.238 +21.897(23.3%) Supplies Check Point Gauges Node Name Flow(gpml Hose Flow(gpm) Static(psij Residual(psil Identifier Pressure(psil K-Faclor(Kl Flow(gpml 1 Water Supply 5561.00 250.00 96.000 20.000 Base of Riser(5) 65.349 61.82 499.72 BMW-Tigard-3-V2.cad Supply at Node 1 (5561.00,250.00,96.000,20.000) 100 6 --- Static Pressure 96.000 90 749.72 94.134 ■--- — 80 I i 1749.72 with hose streams -- 70 I i 1 XI 60 499.72 m 72.238 11 ,■--- ,ZZ:i 50 Il,.sm.curve■ --- l 40 ..-- II,..■■,-- IrI II - 20 IEEE 0_ I I I I I f , 10 I".■■ 5561.00 rr 20.0001= Dm �� go0f95p00 3250 3900 4550 5200 5850 6500 Water flow,gpm 1a1,©M.E.P.CAD a AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:01:39PM Page 1 I( Hydraulic Summary 1 Job Number:122693-001-BMW Report Description:Ordinary Group I(L3-DRY-1) Job ,.I.N. oesg„e 122693-001 GERALD EBELING Job Name.. State Certification/License Number BMW OF TIGARD Address l -... OHS 9875 SOUTHWEST CASCADE AVE TIGARD AHJ Address 2 Job Sate/Building TIGARD,OR 97223 BMW-TIGARD Address 3 Drawing Name BM W-Tigard-3-V2.cad System Remote Area(s) rma oanand„y sw"„�Dace ootupanq Job Sur 11.2 K-Factor 39.00 at 12.125 Ordinary Group I , BMW Huse Allowance Al Source Density Area ofAppllydlon 250.00 0.15 gpm/ft' 1950 ft2(Actual 2164 ft2) Additional Hose Supplies Number Of Spnnklere Calculated Number Of Nozzles Calculated Coverage Per Spinkler Node Flow(aom) 12 0 256 ft' -atal Huse Streams 250.00 System Flow Demand Total Water Required Including Hose Allowance) 499.72 l: 749.72 Maximum Pressure Unbalance In Lapp/ 0.000 Makimum Velocity Above Ground 19.21 between nodes 744 and 661 Maximum Vebpliy Under Ground 5.18 between nodes 3 and 4 Volume capacity of Wel Pipes Volume rapacity M Dry Pipes 1249.06 gal 1872.08 gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 250.00 96.000 20.000 5561.00 94.134 749.72 72.238 21.897 Contractor Contractor Number Contact Name Contact Title IMCK Rene Gordon Designer Name of Contactor: Phone Extension McKinstry (509)435-1008 MJeent FAX _ -. 5005 3rd Avenue South Address 2 Erroll Seattle,WA 98134 reneg@mckinstry.com Address3 Web-Site ©M.E.P.CAD AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:01:44PM Page 2 . Hydraulic Graph Job Number:122693-001-BMW Report Description:Ordinary Group I(L3-DRY-1 Supply at Node 1 100 I I Static Pressure 96.000 749.72 @ 94.134 90 80 749.72 with hose streams 70 r499.72 @ 72.238 60 a a Si 50 CO CO CO N o` S stem demand curve 40 30 20 5561.00 @ 20.000 10 II IIIIIII II II I I 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I III I I I I 1 I 11 I I I I I I I 1 I %50 1300 1950 2600 3250 3900 4550 5200 5850 6500 Water flow,gpm Hydrault Graph Supply at Node 1 Slate'Pressure 96.000 Heekwl'.Pmeum gvailffik Flew 20 p$I. 20.000 @ 5561.00 0.00 Available Pressure al System Demand 94.134 @ 749.72 Amoral hyaun al spawn.Demand 72.238 @ 499.72 FepWrv'Pmsun at System Demand(IMWirg HroAllmvs er Source) 72.238 @ 749.72 ©M.E.P.CAD AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:01:48PM Page 3 s ill Summary Of Outflowing Devices 1 Job Number:122693-001-BMW Report Description:Ordinary Group I(L3-DRY-1) Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) Sprinkler 1318 41.07 39.00 11.2 _ 13.448 Sprinkler 1319 39.42 39.00 11.2 12.387 c Sprinkler 1320 39.00 39.00 ' 11.2 12.125 Sprinkler 1332 43.94 39.00 11.2 15.390 Sprinkler 1333 42.18 39.00 11.2 14.187 Sprinkler 1334 41.74 39.00 11.2 _ 13.890 Sprinkler 1352 44.82 39.00 11.2 16.015 Sprinkler 1353 43.04 39.00 11.2 14.765 Sprinkler 1354 I 42.58 39.00 11.2 14.456 Sprinkler 1361 41.90 39.00 11.2 13.999 Sprinkler 1362 40.22 39.00 11.2 _ 12.896 _ Sprinkler 1363 39.79 39.00 j 11.2 1 12.624 {> Most Demanding Sprinkler Data [dA 0 M.E.P.CAD di AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:01:51PM Page 4 B�j w r ri Node Analysis Job Number:122693-001-BMW II Report Description:Ordinary Group I(L3-DRY-1 Node I Elevation(Foot) Fittings Pressure(psl) Dlscharge(gpm) 1 -0'-6 S 72.238 _ 499.72 1318 3T-6% Spr(-13.448) - - 13.448 41.07 -- 1319 3T-8 Spr(-12.387) 12.387 39.42 1320 37'-9 Spr(-12.125) '.. 12.125 39.00 1332 3T-6 Spr(-15.390) 15.390 43.94 1333 3T-7 Spr(-14.167) _ - - 14.187 42.18 1334 37'-8 '.. Spr(-13.8901 13.890 41.74 1352 37'-6 Spre16.015) 16.015 44.82 1353 - 37'-7 Spr(-14.765) 14.765 43.04 _ 1354 37'-8 Spr(-14.456) 14.456 42.58 1361 37-6'/ Spr(-13.999) 13.999 41.90 1362 37-8 Spr(-12.896) 12.896 40.22 1363 37-9 Spr(-12.624) - 12.624 39.79 -- --- 2 4'-6 T(98.-3Y) i 73.741 3 -4'-6 T(47'-3Y) _I 73.718 4 -4'-6 68.101 5 1'6 '. Base of Riser 65.349 28 -4'-6 LtE(14'-2) 73.962 744 _ _ 35-9%% fE(4'-9%) 47.525 780 38.-8'h PO(3'-7) 16.208 781 38'-10 PO(3'-7) 14.908 --- 782 38'-11 PO(3'-7) 14.587 818 38'-8 P0(3'-7) 18.584 819 38'-9 P0(3.-7) 17.113 820 38'-10 '.. P0(3'-) 16.749 861 38'-7Y PO(5'-3Y) 25.570 862 38'-9 PO(5'-37:) 23.590 863 38'-10 ', P0(5'-3%) 23.101 _ 874 38'-8 '. P0(3.-7) --- 19.348 875 38'-9 P0(3'-7) 17.820 _-- 876 38'-10 P0(3'-7) 17.443 954 38'-8'% PO(3'-7) 16.883 955 38'-10 P0(3'-7) 15.533 956 38'-11 P0(3'-7) 15.199 2167 1'-11% P0(26'-4) 64.965 k,©M.E.P.CAD OA AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:01:54PM Page 5 kiiiHydraulic Analysis 1 Job Number:122693-001-BMW Report Description:Ordinary Group I(L3-DRY-1) Pipe Type Diameter _ Flow Velocity HWC_ Friction Loss - Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fiftings Eq.Length Summary Upstream Total Length t+? Route 1 DR 1.0490 39.00 14.48 100 __.. 0.627237 1'-2 Pf 2.968 1320 37'-9 39.00 11.2 12.125 Sprinkler, 3'-7 Pe -0.506 782 38'-11 14.587 PO(3'-7) 4'-9 Pv BL _ 1.4420 39.00 7.66 100 0.133182 16'-0 Pf 2.131 782 38.-11 14.587 Pe 0.031 820 38'-10 16.749 16'-0 Pv BL 1.4420 80.74 15.86 100 0.511801 7'-1 Pf 6.338 820 38'-10 41.74 16.749 Flow(q)from Route 6 5'-3'% Pe 0.014 863 38'-10 23.101 PO(5'-3%) 12'-4% Pv CM 3.2600 163.12 6.27 100 0.035392 12'-8% Pf 0.450 863 38'-10 82.38 23.101 Flow(q)from Route 3 Pe 0.040 862 38.-9 23.590 12'-8'/: Pv CM 3.2600 327.98 12.61 100 0.128851 15'-0 Pf 1.933 862 38'-9 81.60+83.26 23.590 Flow(q)from Route 2 and 4 Pe 0.047 861 38'-7'% 25.570 15'-0 Pv CM 3.2600 499.72 19.21 100 0.280805 54'-8 Pf 20.729 861 38'-7'/: 85.01+86.73 25.570 Flow(q)from Route 5 and 7 19'-2 Pe 1.226 744 35.-9'% 47.525 4fE(4'-9%) 73'-10 Pv FM 6.3570 499.72 5.05 100 0.010863 130'-1%'.Pf 2.771 744 35'-9''A 47.525 136'-4 Pe 14.669 2167 1'-11% 64.965 2E(12.-6%),T(26.-10'%),2fE(8'-1 266'-5'% Pv 1%),DPV(19'-8%),BV(8'-11%), P0(37-8%) CM 6.3570 499.72 5.05 120 0.007753 1.-4 Pf 0.185 2167 1-11% 64.965 22'-7 Pe 0.199 5 11-6 65.349 Tr(10'-0),fE(12'-7),Base of 23'-11 Pv Riser UG 6.3570 499.72 5.05 150 0.005131 12'-0 Pf 0.151 5 1'-6 65.349 17'-1 Pe 2.601 4 -4.-6 68.101 LtE(17'-1) 29.-1 Pv UG 6.2800 499.72 5.18 140 0.006186 283'-4'% Pf 5.617 4 -4.-6 68.101 171'-9% Pe 3 -4.-6 73.718 2LtE(14'-2),4EE(11'-0%),BFP(-2 455'-2 Pv .801),GV(4'-8%),2T(47'-3%) UG 12.4600 499.72 1.31 _ 140 0.000220 7'-6% Pf 0.023 3 -4'-6 73.718 98.-3% Pe 2 -4'-6 73.741 T(98'-3%) 105'-10 Pv UG 6.2800 499.72 5.18 _140 _ 0.006186 16'-9% Pf 0.221 2 -4.-6 73.741 18'-11 Pe 28 -0'-6 73.962 GV(4'-8%),LtE(14'-2) 35'-8% Pv MS 6.0650 499.72 5.55__.. 120 0.009748 1'-0 Pf 0.010 28 -4'-6 73.962 Pe -1.734 1 -0'-6 72.238 S 1'-0 Pv 250.00 Hose Allowance At Source 1 749.72 v Route 2 DR 1.0490 39.42 14.63 100 0.639752 1'-2 Pt 3.027 1319 37'-8 39.42 11.2 12.387 Sprinkler, 3'-7 Pe -0.506 781 38.-10 14.906 PO(3'-7) 4'-9 Pv BL 1.4420 39.42 7.74 100 0.135840 16.-0 Pf 2.173 781 38.-10 14.908 Pe 0.031 819 38'-9 17.113 16.-0 Pv BL 1.4420 81.60 16.03 100 0.521963 _ 7'-1 I Pf 6.464 819 38'-9 42.18 17.113 Flow(q)from Route 8 5'-3% Pe 0.014 862 38'-9 23.590 PO(5.-3%) 12'-4% Pv o Route 3 DR 1.0490 39.79 14.77 100 0.651080 1'-2 Pf 3.081 1363 37'-9 39.79 11.2 12.624 Sprinkler, 3'-7'Pe -0.506 956 38'-11 15.199 PO(3'-7) 4'-9 Pv BL 1.4420 39.79 7.82 100 0.138245 16'-0 Pf 2.212 956 38'-11 15.199 Pe 0.031 876 38'-10 17.443 16'-0 Pv BL 1.4420 82.38 16.18 100 0.531172 5'-4 Pf 5.648 876 38'-10 42.58 17.443 Flow(q)from Route 9 5'-3'% Pe 0.010 863 38'-10 23.101 P0(5'-3%) 10'-7'% Pv o Route 4 [bj,©M.E.P.CAD in AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:01:57PM Page 6 ill Hydraulic Analysis ` Job Number:122693-001-BM' Report Description:Ordinary Group I(L3-DRY-1) ' Pipe Type _ Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length DR 1.0490 40.22 14.93 100 0.664047 ._ 1'-2 Pf 3.142 1362 37'-8 40.22 11.2 12.896 Sprinkler, 3'-7 Pe -0.506 955 38'-10 15.533 P0(3'-7) 4'-9 Pv BL 1.4420 40.22 7.90 _ 100 0.140998 16.-0 Pf 2.256 955 38'-10 15.533 Pe 0.031 875 38'-9 17.820 16'-0'Pv BL 1.4420 83.26 16.36 100 _ 0.541699 5'-4 Pf 5.760 875 38'-9 43.04 17.820 Flow(q)from Route 10 5'-3'% Pe 0.010 862 38'-9 23.590 PO(5'-3%) 10'-7% Pv we Route 5 DR 1.0490 41.07 15.25 100 0.690277 1'-2 Pf 3.266 1318 37-6%, 41.07 11.2 13.448 Sprinkler, 3'-7 Pe -0.506 780 38.-8% 16.208 P0(3'-7) 4'-9 Pv BL 1.4420 41.07 8.07 100 0.146568 16'-0 Pf 2.345 780 38'-8% 16.208 Pe 0.031 818 38'-8 18.584 16'-0 Pv BL 1.4420 85.01 16.70 100 0.562978 7'-1 Pf 6.972 818 38.-8 43.94 18.584 Flow(q)from Route 11 5'-3% Pe 0.014 861 38'-7'% 25.570 PO(5'-3'/) 12'-4'/, Pv G. Route 6 DR 1.0490 41.74 15.50 100 _.... 0.711216 1'-2 Pf 3.365 1334 37'-8 41.74 11.2 13.890 Sprinkler, 3'-7 Pe -0.506 820 38'-10 16.749 PO(3'-7) 4'-9 Pv o Route 7 DR 1.0490 41.90_ 15.56 100 0.716387 _ 1'-2 Pf 3.390 1361 37'-6'% 41.90 11.2 13.999 Sprinkler, 3'-7 Pe -0.506 954 38.-8'% 16.883 P0(3.-7) 4'-9 Pv BL 1.4420 41.90 _ 8.23 100 0.152112 16'-0 Pf 2.434 954 38'-8% 16.883 Pe 0.031 874 38'-8 19.348 16'-0 Pv BL 1.4420 86.73 17.04 100 0.584183 5'-4 Pf 6.211 874 38'-8 44.82 19.348 Flow(q)from Route 12 5'-3%, Pe 0.010 861 38'-7% 25.570 P0(5'-3%) 10'-7'% Pv v Route 8 DR 1.0490 42.18 15.66 100 0.725272 1'-2 Pf 3.432 1333 37'-7 42.18 11.2 14.187 Sprinkler, 3'-7 Pe -0.506 819 38'-9 17.113 P0(3.-7) 4'-9 Pv we Route 9 DR 1.0490 42.58 _ 15.81 100 0.738026 1'-2 Pf 3.492 1354 37'-8 42.58 11.2 14.456 Sprinkler, 3'-7 Pe -0.506 876 38'-10 17.443 P0(3'-7) 4'-9 Pv Route 10 DR 1 0490 43.04 _ 15.98 100 0.752585 1'-2 Pf 3.561 1353 37'-7 43.04 11.2 14.765 Sprinkler, 3'-7 Pe -0.506 875 38'-9 17.820 P0(3'-7) 4'-9 Pv G Route 11 DR 1 0490 43.94 16.31 100 0.781995 1'-2 Pf 3.700 1332 37'-6 43.94 11.2 15.390 Sprinkler, 3'-7 Pe -0.506 818 38'-8 18.584 PO(3'-7) 4'-9 Pv co Route 12 DR 1 0490 44.82 16.64 100 _ 0.811331 _ 1'-2 Pf 3.839 1352 37'-6 44.82 11.2 16.015 Sprinkler, 3'-7 Pe -0.506 874 38.-8 19.348 PO(3'-7) 4'-91Pv 1 Equivalent Pipe Lengths of Valves and Fittings(C=120 only) ` C Value Multiplier ` 1, Actual Inside Diameter 487 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 k©M.E.P.CAD im AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:01:57PM Page 7 10 Hydraulic Analysis Job Number:122693-001-BMW Report Description;Ordinary Group I(L3-DRY-1) Pipe Type _ Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length , Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain BalV Ball Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple DelV Deluge Valve SN Swing Nipple Pt Total pressure at a point in a pipe DPV Dry Pipe Valve SP Sprig Pn Normal pressure at a point in a pipe E 90°Elbow ST Stand Pipe Pf Pressure loss due to friction between points EE 45°Elbow UG Underground Pe Pressure due to elevation difference between indicated Eel 11W Elbow points Ee2 22%°Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LIE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:01:57PM Page 8 Iill Hydraulic Overview ` Job Number:122693-001-BM'BV Report Description Ordinary Group I(L3-DRY-2) ' Job Job Nun'ber Debtor 122693-001 .. GERALD EBELING Job Name: Phone FAX BMW OF TIGARD 972-213-3210 Address I Sole CeNgwgWL'xenx Number 9875 SOUTHWEST CASCADE AVE Address 2 Aw TIGARD,OR 97223 TIGARDAHJ Address a Joe sners„rding BMW-TIGARD De ely Area ofAppivaien 0.15 gpm/ft' 1950 ft2(Actual 2146 ft2) _ Ussl Demanding Sprinkler Data lease Streams 11.2 K-Factor 39.00 at 12.125 I 250.00 Coverage Per Sprinkler Number Ol Spenklers Calculated xumta[T xossiee ceia"am 256 ft2 12 0 Smarr Pressure Demand System Flow Demand 82.418 493.13 Told Demand Pressure Resat 743.13 @ 82.418 +11.747(12.5%) Supplies Check Point Gauges Node Name Flow(apm1 Hose Flow(apm). Static(psil Residual(psi) Identifier Pressure(psi) K-Factor(K1 Flow(opm) 1 Water Supply 5561.00 250.00 96.000 20.000 Base of Riser(5) 75.619 56.71 493.13 BMW-Tigard-3-V2.cad Supply at Node 1 (5561.00,250.00,96.000,20.000) 100 .-- Static Pressure 96.000 90 `. 1743.13 with hose streams 80 I N I _ 493.13 r.J 82.418 ■--- J • 70 m 1". 11.I • 60 a°' ,,--- 50 ystem demand curve co 0) .--- I' o_ I,.■■■,-- 20 I".■■■.a 1 I I I I I l l 0 "..■ 5561.00 @ 20.0001_ IIIIIIIIIIIIIIIIIIIIIM IIIII1 0f1g5a600 3250 3900 4550 5200 5850 6500 Water flow,gpm k,©M.E.P.CAD di AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:02:24PM Page 1 itU Hydraulic Summary Job Number:122693-001 -BMW Report Description:Ordinary Group I(L3-DRY-2) Job Job Number Designer 122693-001 i GERALD EBELING Job Name. rote CertlficabondLicerce Number BMW OF TIGARD Address f - AHJ 9875 SOUTHWEST CASCADE AVE TIGARD AHJ Atldreas2 Job Site/Beefing TIGARD,OR 97223 BMW-TIGARD Address 3 Drawing Name BMW-Tigard-3-V2.cad System Remote Area(s) Mort Denantlina 8rrnkler Data :Ocwpen:y Job Suffix 11.2 K-Factor 39.00 at 12.125 Ordinary Group I BMW Huse Allowance Al Source penis Area ofAppiiw(ron 250.00 0.15 gpm/ft2 1950 ft2(Actual 2146 ft2) Additional Hose Supplies Number Of Sprinklers Calculated Number Of Nozzles Calculated Coverage Per SprirIXler Node Flow(opm) 12 0 256 ft2 Total Hose Stream. 250.00 System Flow Demand Total Water Required(Including Hose Albwanw) 493.13 743.13 Maximum Pressure urte:ence In Loops 0.000 Maximum VeNnty Above Ground 18.95 between nodes 385 and 359 Maximum Vektity Under Ground 5.11 between nodes 3 and 4 Volume capacity of Wet Pipes Volume opacity of Dry Pipes 1249.06 gal ! 1872.08 gal Supplies Hose Flow Static Residual Flow j Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) Water Supply 250.00 96.000 20.000 5561.00 94.164 743.13 82.418 11.747 Contractor Contractor Number Liontrct Name Contact Title MCK Rene Gordon Designer Name afContractor. ptlone Extension McKinstry (509)435-1008 Address, FAx 5005 3rd Avenue South Address 2 I E.mail _— - Seattle,WA 98134 ''.. reneg@mckinstry.com Addrexi2 ''I WebsiM b[i ®M.E.P.CAD AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:02:28PM Page 2 111 Hydraulic Graph Job Number: 122693-001 -13M* Report Description:Ordinary Group I(L3-DRY-2 Supply at Node 1 100 _ I I I Static Pressure 96.000 743.13 @ 94.164 90 743.13 with hose streams • I 80 493.13 @ 82.418 • 70 • 60 (7 d 50—System demand curve - v a 40 30 20 5561.00 @ 20.000 10 D i I l I f i i i i 1 1 1 1 1 1 1 1 1 II III III I III I I I I I I I CbSD 1300 1950 2600 3250 3900 4550 5200 5850 6500 Water flow,gpm Hydraulic Graph Supply at Node 1 maac.Pressure 96.000 Residual:Pruwre Available Flux@20 PSI.-- -- _-- 20.000 @ 5561.00 0.00 Available Pressure el System Demand - - - - 94.164 @ 743.13 a.,aedPre.x rsya.moa,aa 82.418 @ 493.13 Bawd Frww at 3yalm Demand ilrcWis Rae Allosenseel Sort.) 82.418 @ 743.13 id„©M.E.P.CAD AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:02:32PM Page 3 1111 Summary Of Outflowing Devices Job Number:122693-001 -BMW Report Description:Ordinary Group I(L3-DRY-2) Actual Flow Minimum Flow K-Factor Pressure ' Device (9Pm) (Wm) (K) (Psi) Sprinkler 1172 41.15 , 39.00 11.2 13.497 Sprinkler 1173 39.48 39.00 11.2 12.424 Sprinkler 1174 39.03 1 39.00 11.2 12.145 Sprinkler 1191 43.67 39.00 11.2 15.201 Sprinkler 1192 41.91 j 39.00 11.2 14.001 Sprinkler 1193 41.44 39.00 11.2 13.690 Sprinkler 1214 43.63 39.00 11.2 15.175 Sprinkler 1215 41.87 39.00 11.2 13.977 Sprinkler 1216 41.40 -_-_ 39.00 11.2 13.666 Sprinkler - 1233 41.11 39.00 ' 11.2 13.475 Sprinkler 1234 39.44 ', 39.00 11.2 12.404 c:k Sprinkler 1235 39.00 39.00 11.2 12.125 c Most Demanding Sprinkler Data �t ©M.E.P.CAD ', 9 AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:02:35PM Page 4 d9 B-T Node Analysis Job Number:122693-001-*BM1R/-e Report Description:Ordinary Group I(L3-DRY-2) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -0'-6 S 82.418 493.13 1172 37'-7 Spp13.497) , 13.497 41.15 1173 ; 37'-9% Spr(-12.424) 12.424 39.48 1174 37'-11% Spr(-12.145) I 12.145 39.03 _. 1191 37'-6 Spr(-15.201) _ I 15.201 43.67 1192 37'-81 Spr(-14.001) 14.001 41.91 1193 37'-10% Spr(-13.690) 13.690 41.44 1214 37'-6 Sp�15.175) 15.175 43.63 1215 37-8%z Spr(-13.977) 13.977 41.87 1216 37'-10% ', Spr(-13.666) 13.666 41.40 1233 37'-7 Spr(-13.475) - 13.475 41.11 1234 37'-9% '. Spr(-12.404) 12.404 39.44 - 1235 37'-11% Spr(-12.125) 12.125 39.00 2 -4'-6 '. T(98'-3%) 83.927 - 3 -4'-6 T(47'-3%) 83.904 4 -4'-6 78.367 5 1'-6 Base of Riser 75.619 28 -4'-6 LtE(14'-2) 84.142 -- 305 _-� 38'-9 ', P0(3'-7) 16.269 306 38'-11% P0(3'-7) 14.953 - 307 39'-1% ', P0(3'-7) 14.612 343 38'-8 P0(3'-7) - 18.353 344 38'-10% P0(3'-7) 16.886 345 39.-0% P0(3'-7) 16.504 359 38'-8 ', P0(5'-314) 25.240 371 38'-10'% '.. P0(5'-3'%) 23.267 372 39'-0% P0(5'-3'%z) 22.754 385 38'-6 celq(5'-7%),fT(12'-5'/,) 53.401 396 38'-8 P0(3'-7) 18.321 397 38'-10% P0(3'-7) 16.856. 398 39.-0%z P0(3'-7) 16.475 425 35'-10% cplg(5'-4%),fE(6'd14) 55.642 434 38'-9 P0(3.-7) 16.242 435 38'-11% P0(3.-7) 14.929 '1 436 39'-1% P0(3.-7) 14.587 2167 1'-11% PO(26'-4) - 75.239 k,©M.E.P.CAD ill AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:02:38PM Page 5 ill Hydraulic Analysis II Job Number:122693-001-BMW Report Description:Ordinary Group I(L3-DRY-2) Pipe Type - Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length wa Route 1 DR 1.0490 39.00 14.48 100 0.627237 1'-2 Pf 2.968 1235 37'-11Y, 39.00 11.2 12.125 Sprinkler, 3'-7 Pe -0.506 436 39.-1'% 14.587 P0(3.-7) 4'-9 Pv BL 1.4420 39.00 7.66 100 0.133182 14.-0 Pf 1.863 436 39.-1% 14.587 Pe 0.025 398 39'-DY, 16.475 14.-0 Pv BL 1.4420 80.40 15.80 100 0.507853 7'-0% Pf 6.266 398 39'-0% 41.40 16.475 Flow(q)from Route 7 5'-3%'.Pe 0.013 372 39'-014 22.754 PO(5'-3/) 12'-4 Pv FM 3.2600 - 160.87 6.18 100 0.034496 12'-8'% Pf 0.439 372 39.-0Y, 80.47 22.754 Flow(q)from Route 2 Pe 0.074 371 38'-10'% 23.267 12'-8'/: Pv FM 3.2600 -_ 323.58 12.44 100 0.125669 15'-0 Pf 1.885 371 38'-1 DY, 81.32+81.39 23.267 Flow(q)from Route 3 and 4 Pe 0.088 359 38'-8 25.240 15.-0 Pv FM 3.2600 493.13 18.95 100 0.274002 90.-1 Pf 28.096 359 38.-8 84.74+84.81 25.240 Flow(q)from Route 5 and 6 12.-5% Pe 0.065 385 38.-6 53.401 fT(12'-5Y,) 102.-6'% Pv FR 4.2600 493.13 11.10 100 0.074456 2'-8 Pf 1.092 385 38'-6 53.401 cplg(5'-7'Y) 12'-0 Pe 1.149 425 35'-10Y, 55.642 CM 6.3570 _ 493.13 4.98 100 0.010599 256.-10 Pf 4.902 425 35.-10Y, 55.642 cplg(5'-4Y,) 217.-0 Pe 14.695 2167 1-11% 75.239 fT(22'-5),3fE(8'-11 Y,),4E(12'-6 473.-10 Pv Y,),3EE(6'-3%),T(26.-10Y,), DPV(19'-8Y,),BV(8'-11%),PO(3 7'-8'/) CM 6.3570 493.13 4.98 120 0.007565 1'-4 Pf 0.181 2167 1'-11%, 75.239 22'-7 Pe 0.199 5 1'-6 75.619 Tr(10'-0),fE(12'-7),Base of 23.-11 Pv Riser UG 6.3570 _ 493.13 4.98 150 0.005006 12.-0 Pf 0.147 5 1.-6 75.619 17.-1 Pe 2.601 4 -4.-6 78.367 LtE(17'-1) 29'-1 Pv UG 6.2800 493.13 5.11 140 0.006036 283'-41/,'Pf 5.537 4 -4.-6 78.367 171'-9% Pe 3 -4.-6 83.904 2LtE(14'-2),4EE(11'-0'/,),BFP(-2 455'-2 Pv .789),GV(4'-814),2T(47'-3%) UG 12.4600 493.13 1.30 140 0.000215 7'-6% Pf 0.023 3 -4'-6 - - 83.904 98.-3% Pe 2 -4'-6 83.927 T(98'-31.) 105'-10 Pv UG 6.2800 493.13 5.11 140 0.006036 16.-9% Pf 0.216 2 -4.-6 83.927 18.-11 Pe 28 -4-6 84.142 GV(4'-8Y),LtE(14'-2) 35'-8% Pv MS 6.0650 493.13 _ 5.48 120 0.009512 1-0 Pf 0.010 28 -4.-6 84.142 Pe -1.734 1 -0'-6 82.418 g 1'-0 Pv 250.00 Hose Allowance At Source 1 743.13 Route 2 DR 1.0490 39.03 14.49 100 0.628179 1'-2 Pf 2.972 1174 37.-11% 39.03 11.2 12.145 Sprinkler, 3'-7 Pe -0.506 307 39.-1'% 14.612 P0(3'-7) 4'-9 Pv BL 1.4420 39.03 7.67 100 0.133383 14.-0 Pf 1.867 307 39'-1'% 14.612 Pe 0.025 345 39'-0% 16.504 14.-0 Pv BL 1.4420 80.47 15.81 100 0.508640 6'-11% Pf 6.237 345 39'-0'/, 41.44 16.504 Flow(q)from Route 8 5'-3% Pe 0.013 372 39'-0'% 22.754 P0(5'-3,%) 12'-3 Pv Route 3 DR 1.0490 39.44 14.64 100 0.640538 1'-2 Pf 3.031 1234 37'-9'% 39.44 11.2 12.404 Sprinkler, 3'-7 Pe -0.506 435 38'-11'% 14.929 P0(3'-7) 4'-9 Pv BL 1.4420 39.44 7.75 100 0.136007 14.-0 Pf 1.902 435 38'-11% 14.929 - Pe 0.025 397 38'-10'% 16.856 14'-0 Pv k©M.E.P.CAD 41AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:02:42PM Page 6 • x !�� Hydraulic AnalysisII Job Number:122693-001-BMOV Report Description:Ordinary Group I(L3-DRY-2) '' Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length BL _ 1.4420 81.32 15.97 _ 100 0.518577 7'-0'% Pf 6.398 397 38.-10% 41.87 16.856 Flow(q)from Route 9 5'-3% Pe 0.013 371 38'-10% 23.267 PO(5'-33z) 12'-0 Pv Fri Route 4 DR _ 1.0490 39.48 14.65 100 _ 0.641500 1'-2 Pf 3.035 1173 37-9% 39.48 11.2 12.424 Sprinkler, 3'-7 Pe -0.506 306 38'-11% 14.953 PO(3'_7) 4'-9 Pv BL 1.4420 39.48 7.76 100 _ 0.136211 14'-0 Pf 1.907 306 38'-1134 14.953 Pe 0.025 344 38'-10% 16.886 14'-0 Pv BL 1.4420 81.39 15.99 100 0.519380 6'-114 Pf 6.369 344 38'-104 41.91 16.886 Flow(q)from Route 10 5'-33m Pe 0.013 371 38'-10% 23.267 PO(5'_3%) 12'-3 Pv ▪ Route 5 DR 1.0490 _.._41.11 15.26 100 0.691581 1'-2'Pf 3.272 1233 37'-7 41.11 11.2 13.475 Sprinkler, 3'-7 Pe -0.506 434 38'-9 16.242 P0(3'-7) 4'-9 Pv BL 1.4420 41.11 8.08 100 0.146845 14'-0 Pf 2.054 434 38'-9 16.242 Pe 0.025 396 38'-8 18.321 14'-0Pv BL _ 1.4420 84.74 16.65 _100 0.559719 7'-0% Pf 6.906 396 38'-8 43.63 18.321 Flow(q)from Route 11 5'-3'% Pe 0.013 359 36'-8 25.240 PO(5'-3'%z) 12'-4 Pv • Route 6 DR 1.0490 41.15 15.27 100 0.692615 _. 1'-2 Pf 3.277 1172 37'-7 41.15 11.2 13.497 Sprinkler, 3'-7 Pe -0.506 305 38'-9 16.269 P0(3.-7) 4'-9 Pv BL _ 1.4420 41.15 8.08 100 0.147064 14'-0 Pt 2.059 305 38'-9 16.269 Pe 0.025 343 38'-8 18.353 14'-0 Pv BL 1.4420 84.81 16.66 100 0.560583 6'-11% Pf 6.874 343 38'-8 43.67 18.353 Flow(q)from Route 12 5'-3'% Pe 0.013 359 38'-8 25.240 P0(5'_3%,) 12'-3 Pv Route 7 DR 1.0490 41.40 15.37 100 _ 0.700622 _ 1'-2 Pf 3.315 1216 37'-10'% 41.40 11.2 13.666 Sprinkler, 3'-7 Pe -0.506 398 39'-014 16.475 P0(3'-7) 4'-9 Pv j to Route 8 DR 1.0490 41.44 15.38 100 0.701740 1'-2 Pf 3.320 1193 37'-10/ 41.44 11.2 13.690 Sprinkler, 3'-7 Pe -0.506 345 39'-014 16.504 P0(3.-7) 4'-9 Pv G Route 9 DR _ 1.0490 41.87 15.54 100 0.715356 1'-2 Pf 3.385 1215 37'-8% 41.87 11.2 13.977 Sprinkler, 3'-7 Pe -0.506 397 38'-10V, 16.856 P0(3•-7) 4'-9 Pv v Route 10 DR 1 0490 41.91 15.56 _ 100 0.716497 1'-2 Pf 3.390 1192 37'-8% 41.91 11.2 14.001 Sprinkler, 3'-7 Pe -0.506 344 38'-10% 16.886 P0(3'-7) 4'-9 Pv v Route 11 DR _ 1 0490 43.63 16.20 _ 100 0.771875 1'-2 Pt 3.652 1214 3T-6 43.63 11.2 15.175 Sprinkler, 3'-7 Pe -0.506 396 38'-8 18.321 PO(3'_7) 4'-9 Pv ✓ Route 12 DR 1 0490 43.67 16.21 100 0.773101 1'-2 Pf 3.658 1191 37'-6 43.67 11.2 15.201 Sprinkler, 3'-7 Pe -0.506 343 38.-8 18.353 P0(3'_7) 4'-9 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual Inside Diameter 487 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 k,,©M.E.P.CAD i AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:02:42PM Page 7 AiHydraulic Analysis 1 Job Number: 122693-001 -BMW Report Description:Ordinary Group I(L3-DRY-2) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain BalV Ball Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps By Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DeIV Deluge Valve SN Swing Nipple DPV Dry Pipe Valve SP Sprig Pn Normal pressure at a point in a pipe E 90°Elbow ST Stand Pipe Pf Pressure loss due to friction between points EE 45°Elbow UG Underground Pe Pressure due to elevation difference between indicated Eel 11W Elbow points Ee2 22372°Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow fig Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap b[b,©M.E.P.CAD Q11 AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:02:42PM Page 8 iiii Hydraulic Overview Y, Job Number:122693-001-BMW Report Description:Ordinary Group I(L3-DRY-3) 4 Job Jo=Nu-car oee�Nner 122693-001 GERALD EBELING Job Name: _. _ _ Phone F,l% BMW OF TIGARD 972-213-3210 Address 1 State CeNflcelipN4unee Number 9875 SOUTHWEST CASCADE AVE Address2 ANJ TIGARD,OR 97223 TIGARDAHJ Address3 Job SilslBuilJna BMW-TIGARD System Derl,ly Area ofAppliration 0.15 gpm/ft' 1950 ft'(Actual 2022 ft') Mast Demanding Sprinytr Data Hose Streams 11.2 K-Factor 39.00 at 12.125 I 250.00 Coverage Per SprimMer Number Or bpmklers Calculated Sumter or Nos.Sabha ed 256 ft' 13 0 svuem P,ma,re Damara _. -_ SrOa Mae Demand - - 72.713 551.40 Total Demand Pressure Re.Wt 801.40 @ 72.713 +21.176(22.6%) Supplies Check Point Gauges Node Name Flowtepml Hose Flow(oom) Static(osit Residual(psi) Identifier Pressure(osi) K-Factor(K) Flow(oom) 1 Water Supply 5561.00 250.00 96.000 20.000 Base of Riser(5) 65.083 68.35 551.40 BMW-Tigard-3-V2.cad Supply at Node 1(5561.00,250.00,96.000,20.000) 100 II --- Static Pressure 96.000 — 90 i 801.40 rJ 93.8;' ■■-- 80 -- i 801.40 itth hose streams J 70 551.40 r.J 72.713ai ■--- IIIism System demand curve..-- ' 3o II III■ Wit 20 11■■■■■■ate I f I I I I I I l l I 10 'I,..■ 5561.00 :J 20.0007_ • • iiiiiiimmmum 1a0p9600 3250 3900 4550 5200 5850 6500 Water flow,gpm [b7,©M.E.P.CAD 1a AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:03:04PM Page 1 Hydraulic Summary Job Number:122693-001-BMW • Report Description:Ordinary Group I(L3-DRY-3) Job Jub Numbe' Oct gnu 122693-001 GERALD EBELING Job Name: Sla@CerldicatioNLicense Number BMW OF TIGARD 9875 SOUTHWEST CASCADE AVE TIGARD AHJ Address 2 Jub SiblBuiamg TIGARD,OR 97223 BMW-TIGARD Au,.ese 3 Drawing Name BMW-Tgard-3-V2.cad System Remote Area(s) Most Cement ire spnnklar Dale Lmupaomy Job Suffix 11.2 K-Factor 39.00 at 12.125 Ordinary Group I BMW Hose Allmuaice Al Source Density Area a(AppllmUon 250.00 0.15 gpm/ft' 1950 ft'(Actual 2022 ft') uzdtt M Hose Supplies Number 015prnklers Calculated Number Of Nozzles Calculated Coverage Pen Sprinkler Node Flow(gpm) 13 0 256 ft' Total Hose streams 250.00 System Flow Demand Total Water Requited(Including Hese Allowance) 551.40 801.40 Maximum Pressure unbalance In Loops 0.000 Maximum Velocity Allow Ground 21.19 between nodes 873 and 870 Maximum Velocity Under Ground 5.71 between nodes 3 and 4 Volume capacity Nwat Pipes Volume capacity of Dry Pipes 1249.06 gal 1872.08 gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) li (psi) (gpm) (psi) Q° (gpm) (psi) (psi) 1 Water Supply 250.00 96.000 20.000 5561.00 _ 93.889 801.40 72.713 21.176 Contractor • Camreao.Number Contact Name Contact rein MCK Rene Gordon Designer Name M C[rhaobr'. _.... _._.__. aeon¢ McKinstry (509)435-1008 Aeaesa t FAX 5005 3rd Avenue South Adams z Eanaa Seattle,WA 98134 reneg@mckinstry.com Address 3 _— —_— Web-Site [Ay©M.E.P.CAD AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:03:09PM Page 2 • IWO Y GraphBMW Hydraulic Job Number:122693-001-Ir Report Description:Ordinary Group I(L3-DRY-3 • Supply at Node 'I 100 Static Pressure 96.000 801.40 @ 93.889 90 80 801.40 with hose streams 70 - 551.40 @ 72.713 60 a Q d 50 3 a System demand curve 40 30 20 5561.00 @ 20.000 10 %50 1300 1950 2600 3250 3900 4550 5200 5850 6500 Water flow,gpm NydtaNlc Graph Supply at Node 1 Stella Pressure 96.000 aesieuee Reasure Amileble Play®m PSI' 20.000 @ 5561.00 0.00 Available Promise at esteem Demand 93.889 @ 801.40 Required Precuie at Starers Demon 72.713 @ 551.40 RNJree Pmw2 at System Dem.m(ln'.a.0 Hm Nb we elswra( 72.713 @ 801.40 ©M.E.P.CAD i AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:03:12PM Page 3 r• -c Summary Of Outflowing Devices 1 Job Number:122693-001 -BMW Report Description:Ordinary Group I(L3-DRY-3) Actual Flow Minimum Flow K-Factor Pressure Device (qpm) (Wm) (K) (psi) c Sprinkler 1313 _ 39.00 39.00 11.2 ' 12.125 _ Sprinkler 1314 39.37 39.00 11.2 12.357 '.. Sprinkler 1315 _ 40.61 39.00 11.2 13.148 Sprinkler 1336 41.74 39.00 11.2 13.889 Sprinkler 1337 42.13 39.00 I 11.2 14.151 '.. Sprinkler 1338 43.45 39.00 ! 11.2 15.049 Sprinkler 1355 42.73 39.00 11.2 14.555 '.. -. Sprinkler 1356 43.13 39.00 ', 11.2 14.830 Sprinkler 1357 44.47 39.00 ', 11.2 15.768 Sprinkler 1358 '. 52.93 39.00 11.2 22.335 ', Sprinkler 1364 39.93 39.00 11.2 12.713 Sprinkler 1365 40.31 39.00 11.2 12.955 Sprinkler 1366 41.58 39.00 11.2 13.783 b Most Demanding Sprinkler Data 0 M.E.P.CAD ON AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:03:16PM Page 4 InNode Analysis ` Job Number:122693-001-BMOI Report Description:Ordinary Group I(L3-DRY-3, Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -0'-6 S 72.713 551.40 1313 37'-6'Y Spr(-12.125) - 12.125 _ 39.00 1314 37'-6 Spr(-12.357) 12.357 39.37 1315 37'5'/h 1', Spr(-13.148) 13.148 40.61 1336 3T-5'/z '. Spr(-13.889) 13.889 41.74 -. 1337 37'-5 ', Spr(-14.151) I _ 14.151 42.13 1338 37'-5 Spr(-15.049) 15.049 43.45 1355 37'-5'Y ', Spr(-14.555) _ 14.555 42.73 1356 37'-5 Spr(-14.830) 14.830 43.13 1357 37'-4'% Spr(-15.768) 15.768 44.47 1358 37'-4 Spr(-22.335) 22.335 52.93 1364 37'-614 Spr(-12.713) 12.713 39.93 1365 37'-6 Spr(-12.955) 12.955 40.31 1366 37'-5Y Spr(-13.783) 13.783 41-58 2 -4'-6 T(98'-3'/) 74.170 3 -4'-6 T(47.-35) 74.142 -- _ 4 -4'-6 ', 67.865 5 1'-6 Base of Riser 65.083 28 -4'-6 LtE(14'-2) 74.435 737 35'-714 fE(6'-4%) 44.886 772 38'-854 P0(3'-7) 14.587 773 38'-8 P0(3'-7) _ 14.871 774 38'-754 P0(3'-7) 15.841 827 38'-754 P0(3'-7) 16.748 828 38'-7 P0(3'-7) 17.069 829 38'-7 P0(3'-7) 18.167 867 - ---- 38.-7 P0(5'-3'/) 23.184 868 38'-7 P0(5'-3'/) 23.618 869 38.-654 P0(5'-314) 25.100 870 38.-6 P0(5-3'/) 29.521 873 38'554 cplg(5'-7%rfE(4'-9'14) 37.148 882 38.-7% PO(3'-7)_, 17.564 883 38'-7 '.. P0(3'-7) 17.900 884 38'-654 P0(3'-7l 19.047 885 -_- - 38'-6^P0(3'-7) - 27.052 962 38'-854 P0(3'-7) 15.308 963 38'-8 P0(3'-7) 15.605 _ 964 38'-754 P0(3'-7) _ 16.819 2167 1'-11% PO(26'-4) 64.661 [bl,©M.E.P.CAD Qle AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:03:19PM Page 5 ` 11 Hydraulic Analysis ` Job Number.122693-001-BMW Report Description:Ordinary Group I(L3-DRY-3) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length wa Route 1 DR 1.0490 39.00 14.48 100 0.627237 1'-2 Pf 2.968 - 1313 37'-6'% 39.00 11.2 12.125 Sprinkler, 3'-7 Pe -0.506 772 38'-8'/ 14.587 P0(3.-7) 4'-9 Pv BL 1.4420 39.00 7.66 100 0.133182 16'-0 Pf 2.131 772 38'-8% 14.587 Pe 0.029 827 38'-71/2 16.748 16'-0 Pv BL 1.4420 80.74 15.86 100 0.511784 7'-3 Pf 6.423 827 38'-7''A 41.74 16.748 Flow(q)from Route 7 5'-31/2 Pe 0.013 867 38'-7 23.184 P0(5.-3%) 12'-6'% Pv CM 3.2600 163.40 6.28 100 0.035506 11'-10 Pf 0.420 867 38'-7 82.66 23.184 Flow(q)from Route 3 Pe 0.014 868 38'-7 23.618 11'-10 Pv CM 3.2600 328.35 12.62 100 0.129119 11'-4'% Pf 1.469 868 38'-7 81.50+83.44 23.618 Flow(q)from Route 2 and 4 Pe 0.013 869 38'-61/2 25.100 11'-4% Pv CM 3.2600 498.46 19.16 100 0.279505 15'-9 Pf 4.402 869 38'-6'% 84.06+86.05 25.100 Flow(q)from Route 5 and 6 Pe 0.018 870 38'-6 29.521 15'-9 Pv CM 3.2600 551.40 21.19 100 0.336880 17'-9'% Pf 7.607 870 38'-6 52.93 29.521 Flow(q)from Route 13 4'-9'% Pe 0.021 873 38'-5% 37.148 fE(4'-9%) 22'-7 Pv CM 4.2600 551.40 12.41 100 0.091542 37'-9'% Pf 6.519 873 38'-5'% 37.148 cplg(5'-7%) 33'-5 Pe 1.219 737 35'-71/2 44.886 2fE(6'-4%),fT(15'-0'%) 71'-2'% Pv FM 6.3570 551.40 5.57 100 0.013032 274'-0 Pf 5.176 737 35'-7'% 44.886 134'-6'% Pe 14.599 2167 1-11% 64.661 4E(12.-6Y,),2fE(8'-11%),DPV(1 408'-6'% Pv 9'-8%z),BV(8'-11%),P0(37'-8%) CM 6.3570 551.40 5.57 120 0.009301 1'-4 Pf 0.222 2167 1-11% 64.661 22'-7 Pe 0.199 5 1'-6 65.083 Tr(10'-0),fE(12'-7),Base of 23'-11 Pv Riser UG 6.3570 551.40 5.57 150 0.006155 12'-0 Pf 0.181 5 1'-6 65.083 17'-1 Pe 2.601 4 -4'-6 67.865 LtE(17'-1) 29'-1 Pv UG 6.2800 551.40 5.71 140 0.007421 283'-4'/ Pf 6.278 4 -4'-6 67.865 171-9% Pe 3 -4'-6 74.142 2LtE(14'-2),4EE(11-0%),BFP(-2 455'-2 Pv .900),GV(4'-8%),2T(47'-3%) UG 12.4600 551.40 1.45 140 0.000264 7'-6'% Pf 0.028 3 -4'-6 74.142 98'-3'/ Pe 2 -4'-6 74.170 T(98,-3%) 105'-10 Pv UG 6.2800 551.40 5.71 140 0.007421 16'-9% Pf 0.265 2 4'-6 74.170 18.-11 Pe 28 -4'-6 74.435 GV(4'-8'14),LtE(14'-2) 35'-8%Pv MS 6.0650 551.40 6.12 120 0.011694 1-0 Pf 0.012 28 4'-6 74.435 Pe -1.734 1 -0'-6 72.713 S 1'-0'Pv 250.00 Hose Allowance At Source 1 801.40 Route 2 DR 1.0490 39.37 14.62 100 0.638299 1'-2 Pf 3.020 1314 37'-6 39.37 11.2 12.357 Sprinkler, 3'-7 Pe -0.506 773 38.-8 14.871 P0(3'-7) 4'-9 Pv BL 1.4420 39.37 7.73 100 0.135531 16'-0 Pf 2.169 773 38'-8 14.871 Pe 0.029 828 38'-7 17.069 16'-0 Pv BL 1.4420 81.50 16.01 100 0.520766 7'-3 Pf 6.536 828 38'-7 42.13 17.069 Flow(q)from Route 8 5'-3% Pe 0.013 868 38'-7 23.618 P0(5'-3%) 12.-6% Pv Route 3 DR 1.0490 39.93 14.82 100 0.655323 1'-2 Pf 3.101 1364 37'-6% 39.93 11.2 12.713 Sprinkler, 3'-7 Pe -0.506 962 38'-81/i 15.308 P0(3'-7) 4'-9 Pv ©M.E.P.CAD 1 AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:03:22PM Page 6 I Hydraulic Analysis ` Job Number:122693-001-BMW Report Description:Ordinary Group I(L3-DRY-3) F Pipe Type _ Diameter Flow Velocity HWC _ Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length BL 1.4420 39.93 7.85 100 0.139146 16'-0 Pf 2.227 962 38'-614 15.308 Pe 0.029 882 38.-714 17.564 16'-0 Pv BL 1.4420 82.66 16.24 100 0.534584 5'-2'/a Pf 5.611 882 38'-714 42.73 17.564 Flow(q)from Route 9 5'-3'/a Pe 0.009 867 38'-7 23.184 PO(5.-3%) 10'-6 Pv Gil Route 4 DR 1.0490 40.31 14.97 100 0.666855 1'-2 Pf 3.155 1365 37'-6 40.31 11.2 12.955 Sprinkler, 3'-7 Pe -0.506 963 38.-8 15.605 PO(3'-7) 4'-9 Pv BL 1.4420 40.31 7.92 100 0.141595 16'-0 Pf 2.266 963 38'-8 15.605 Pe 0.029 883 38'-7 17.900 16'-0 Pv BL 1.4420 83.44 16.39 100 _ 0.543945 5-2'% Pf 5.709 883 38'-7 43.13 17.900 Flow(q)from Route 10 5'-3% Pe 0.009 868 38'-7 23.618 PO(5'-3%) 10'-6 Pv a Route 5 DR 1.0490 40.61 15.08 100 0.676015 1'-2 Pf 3.199 1315 3T-5'% 40.61 11.2 13.148 Sprinkler, 3'-7 Pe -0.506 774 38'-7'/a 15.841 PO(3'-7) 4'-9 Pv BL 1.4420 40.61 7.98 100 0.143540 16'-0 Pf 2.297 774 38'-7'/a 15.841 Pe 0.029 829 38'-7 18.167 16'-0 Pv BL 1.4420 84.06 16.51 100 0.551385 _ _ 7'-3 Pf 6.920 829 38'-7 43.45 18.167 Flow(q)from Route 11 5'-3'/a Pe 0.013 869 38'-6'14 25.100 PO(5'-3%a) 12'-6'/a Pv GI Route 6 DR 1.0490 41.58 15.44 100 0.706166 1'-2 Pf 3.341 1366 37.-5'/a 41.58 11.2 13.783 Sprinkler, 3'-7 Pe -0.506 964 38'-7'/a 16.619 PO(3'-7) 4'-9 Pv BL 1.4420 41.58 8.17 100 0.149942 16'-0 Pf 2.399 964 38.-714 16.619 Pe 0.029 884 38.-614 19.047 16'-0 Pv BL 1.4420 86.05 16.91 100 0.575855 5'-2%a Pf 6.044 884 38'-6'/a 44.47 19.047 Flow(q)from Route 12 5'-3% Pe 0.009 869 38'-6'/a 25.100 P0(5'-3'/a) 10'-6 Pv OD Route 7 DR 1.0490 41.74 15.49 100 0.711170 1'-2 Pf 3.365 1336 37'-5'/a 41.74 11.2 13.889 Sprinkler, 3'-7 Pe -0.506 827 38'-7'/a 16.748 PO(3.-7) 4'-9 Pv a Route B DR 1.0490 42.13 15.64 100 0.723595 1'-2 Pf 3.424 1337 37'-5 42.13 11.2 14.151 Sprinkler, 3'-7 Pe -0.506 828 38'-7 17.069 PO(3'-7) 4'-9 Pv a Route 9 DR 1.0490 42.73 15.86 100 0.742701 1'-2 Pf 3.514 1355 37'-5'/a 42.73 11.2 14.555 Sprinkler, 3'-7 Pe -0.506 882 38'-7% 17.564 PO(3'-7) 4'-9 Pv GO Route 10 DR 1.0490 43.13 16.01 100 0.755649 1'-2 Pf 3.575 1356 37'-5 43.13 11.2 14.830 Sprinkler, 3'-7 Pe -0.506 883 38'-7 17.900 P0(3'-7) 4'-9 Pv GI. Route 11 DR 1.0490 43.45 16.13 100 0.765943 1'-2 Pf 3.624 1338 37'-5 43.45 11.2 15.049 Sprinkler, 3'-7 Pe -0.506 829 38'-7 18.167 PO(3'-7) 4'-9 Pv Qs. Route 12 DR 1.0490 44.47 16.51 100 0.799775 1'-2 Pf 3.784 1357 37'-4'/a 44.47 11.2 15.768 Sprinkler, 3'-7 Pe -0.506 884 38.-6% 19.047 P0(3'-7) 4'-9 Pv •=e Route 13 DR 1.0490 52.93 19.65 100 1.103660 1'-2 Pf 5.222 1358 37'-4 52.93 11.2 22.335 Sprinkler, 3'-7 Pe -0.506 885 38'-6 27.052 PO(3.-7) 4'-9 Pv BL 1.4420 52.93 10.40 100 0.234342 5'-2'% Pf 2.459 885 38'-6 27.052 5'-3% Pe 0.009 870 38'-6 29.521 P0(5'-3%) 10'-6 Pv bk,©M.E.P.CAD al AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:03:22PM Page 7 • f Hydraulic Analysis Job Number:122693-001 -BMW Report Description:Ordinary Group I(L3-DRY-3) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Equivalent Pipe Lengths of Valves and Fittings(C=120 only) ` C Value Multiplier Actual Inside Diameter °87 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) =Factor MultiplyingFactor P 0.713 1.16 1.33 1.51 Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain BalV Ball Valve DR Drop Discharge gpm BFP Backtlow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple DelV Deluge Valve SN SwingNipple Pt Total pressure at a point in a pipe PP DPV Dry Pipe Valve SP Sprig Pn Normal pressure at a point in a pipe E 90°Elbow ST Stand Pipe Pf Pressure loss due to friction between points EE 45°Elbow UG Underground Pe Pressure due to elevation difference between indicated Eel 11Y.Elbow points Ee2 2214 Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow fig Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap �,©M.E.P.CAD dij AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:03:22PM Page 8 r-4 r Job Number:122693-001-BMW Hydraulic Overview -'t 1 - Report Description:Ordinary Group I(L3-DRY-4) • Job Job N':mbcr Dezip.e, 122693-001 GERALD EBELING Job Name: - --._-. Phone FAX BMW OF TIGARD 972-213-3210 Address t Stale CertifiwliorLicenee Number 9875 SOUTHWEST CASCADE AVE Address2 AHJ -.. -. TIGARD,OR 97223 TIGARD AHJ Address i Job silelBuiltlmg • BMW-TIGARD System Density Area of Application 0.15 gpm/ft' 1950 ft'(Actual 2020 ft') Most Demanding sprinkler Data Hose Simms 11.2 K-Factor 39.00 at 12.125 I 250.00 Oo,nepe Pet SpenXler - Number Of Sprinklers Calculated Number MNoules Calculated 256 ft' 12 0 Sy.m Annum Demand System Flaw Demand 70.607 506.61 Toter Dement Preswre Reaud 756.61 @ 70.607 +23.495(25.0%) Supplies Check Point Gauges Node Name Flow(uom) Hose Flow(opm) Staticlosit Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(aom) 1 Water Supply 5561.00 250.00 96.000 20.000 Base of Riser(5) 63.623 63.51 506.61 BMW-Tigard-3-V2.cad Supply at Node 1 (5561.00,250.00,96.000,20.000) 100 II --- tatic Pressure 96.000 90 1 756.61 m 94.102 i — 80 I ■--- 506.61 Ft 70.607 ■.-- 11 N 50 "INNEN H I System demand curve'.-- o_ ,HIIUu________320HI,. [ I III 10II ■,.■ 5561. Q ,a0 5 600 3250 3900 4550 5200 5850 6500 Water flow,gpm .,©M.E.P.CAD E('V AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:03:52PM Page 1 Hydraulic Summary�� ` Job Number:122693-001 -BMW Report Description:Ordinary Group I(L3-DRY-4) Job loss Npmoer D� 122693-001 GERALD EBELING Job Name State CemenroNLlcense Number BMW OF TIGARD Aaer.exr 9875 SOUTHWEST CASCADE AVE TIGARD AHJ Address Joe siraHuileinp TIGARD,OR 97223 I' BMW-TIGARD Address 3 aaw�g Name BM W-Tigard-3-V2.ca d System Remote Area(s) Most Demand ng Sprinkler Sara Occupar y 11.2 K-Factor 39.00 at 12.125 Ordinary Group I BMW Hose Allowance At Source Density Prea MAppuralrer 250.00 0.15 gpm/ft' 1950 ft'(Actual 2020 ft') Additional Hose Supplies Number IX9prinklers Calculated Number Of Nozzles calwlared Coverage Per Sprinkler Node Flow(epm) 12 0 256 ft' -,: Here srrearx 250.00 System Flow Semend Total Water!Moused(Including Hese Albwsree) 506.61 1 756.61 Maninum Pressure Unbalance In bops 0.000 Maximum VelecgyAbove Ground 19.47 between nodes 143 and 141 Maximum Vabcily Under Ground 5.25 between nodes 3 and 4 Volume capacity el Wet Pipes Vowma opatay ot o5 Pipes 1249.06 gal 1872.08 gal Supplies I'. Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) o@ (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 250.00 96.000 20.000 5561.00 94.102 756.61 70-607 23.495 Contractor '.. Contractor Number Contact Name contatl,ak MCK Rene Gordon Designer Name of ComrecLir. PI1Me Enlbisian McKinstry (509)435-1008 Address 1 - FAX 5005 3rd Avenue South Address z e-mall Seattle,WA 98134 reneg@mckinstry.com Address S Web-Site �j„©M.E.P.CAD ! �AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:03:57PM Page 2 Hydraulic Graph Job Number:122693-001-BMtl' Report Description:Ordinary Group I(L3-DRY-4 Supply at Node 1 10o I i Static Pressure 96.000 756.61 @ 94.102 90 80 756.61 with hose streams 70 r 506.61 @ 70.607 60 N n 5 50 rn a2 S stem demand curve 40 30 20 5561.00 @ 20.000 7 10 D WIIIIIi 111111111 111111111 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l I t 1 1 1 1 l 1 I I I I I I 11 1 I I I I I I I I %50 1300 1950 2600 3250 3900 4550 5200 5850 6500 Water flow,gpm Nydtaulis Graph Supply at Node 1 Galie'.Preavure — — — 96.000 R®iduN'Reaeure Available Flow @ 20 PSI: 20.000 @ 5561.00 0.00 Perna Pressure at System Demand 94.102 @ 756.61 Roomed P,Rure anMn Dodd. 70.607 @ 506.61 Rom Pnvumal swam GmaM OMW^Y Xme/Jov'xeel5ourm) 70.607 @ 756.61 k.©M.E.P.CAD AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:04:01PM Page 3 Summary Of Outflowing Devices 1 Job Number:122693-001-BMW Report Description:Ordinary Group I(L3-DRY-4) I Actual Flow Minimum Flow K-Factor Pressure I Device (gpm) (gpm) (K) (psi) Sprinkler 1104 39.31 39.00 11.2 12.319 Sprinkler 1105 40.43 39.00 1 11.2 13.032 Sprinkler 1118 41.73 39.00 11.2 13.884 Sprinkler 1119 42.85 39.00 11.2 14.640 Sprinkler 1120 51.21 39.00 11.2 20.904 _ Sprinkler 1129 40.52 39.00 11.2 13.088 _ Sprinkler 1133 42.68 39.00 11.2 14.521 Sprinkler 1138 42.52 39.00 11.2 14.413 Sprinkler 1145 41.41 39.00 11.2 13.668 Sprinkler 1150 40.12 39.00 11.2 12.829 Sprinkler 1156 44.84 39.00 11.2 16.026 14> Sprinkler ...___ 1156 39.00 39.00 11.2 12.125 b Most Demanding Sprinkler Data kl,©M.E.P.CAD lie AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:04:04PM Page 4 • 11111 Node Analysis ` Job Number.122693-001-BMfiG Report Description:Ordinary Group I(L3-DRY-4) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -0'-6 S 70.607 506.61 1 1104 _ 37.-81/4 SpM2.319) 12.319 39.31 1105 37'-5 Spr(-13.032) 13.032 40.43 1118 37'-8 Spr(-13.884) 13.884 41.73 1119 37'-5% Spr(-14.640) 14.640 42.85 1120 37'-3'/: Spr(-20.904) 20.904 51.21 1129 37'-10 Spr(-13.088) 13.088 40.52 ' 1133 37'-9 SPr(_14.521) 14.521 42.68 1138 37'-5% Spr(-14.413) 14.413 42.52 1145 37'-8 Spr(-13.668) _ - 13.668 41.41 1150 37'-5 Spr(-12.829) 12.829 40.12 1156 37'-9% _Spr(-16.026) 16.026 44.84 1158 37'-8%, Spr(-12.125) 12.125 39.00 2 -4'-6 T(98'-3'/,) 72.105 _ --- -4'-6 72.081 4 -4'-6 66.379 5 1'-6 Base of Riser 63.623 28 -4'-6 LtE(14'-2) 72.331 63 38'-10% P0(3'-7) 14.825 64 38'-7 P0(3.-7) 'i 15.699 97 38'-10 P0(3'-7) 16.743 _ _- 98 38.-7% P0(3.-7) 17.667 99 38'-5% P0(3.-7) 25.310 132 39'-OP0(3.-7) - - - i 15.767 139 38'-9% PO(5.-3%) 22.915 140 38'-8 P0(5'-3Y,) 24.129 141 36'-6 P0(5'-314) '1 27.931 143 38'-3% cplg(5'-7%),Mil 2.-5''A)_ 36.798 175 38'-11 P0(3'-7) 17.522 178 38'-7%, P0(3'-7) ', 17.389 186 38'-10 PO(3'-) , 16.477 189 ---38.-10% PO(5'_3'14) 22.150 --. 212 38'-7 P0(3'-7) 15.450 218 38'-11% P0(3.-7) 19.361 221 38.-10% P0(3.-7) 14.587 249 35'-7% fE(6'-414) 43.420 2167 1'-11% P0(26'-4) 63.234 kb,l ©M.E.P.CAD 15 AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:04:07PM Page 5 P Hydraulic Analysis Job Number: 122693-001 -BMW 1 Report Description:Ordinary Group I(L3-DRY-4) Pipe Type Diameter _ Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length f Route 1 DR 1.0490 _ 39.00 14.48 100 0.627237 1'-2 Pf 2.968 1158 37'-8'% 39.00 11.2 12.125 Sprinkler, 3'-7 Pe -0.506 221 38.-10% 14.587 PO(3.-7) 4'-9 Pv BL 1.4420 39.00 7.66 100 0.133182 14.-0 Pf 1.865 221 38.-10'/ ---- 14.587 Pe 0.025 186 38.-10 16.477 14.-0 Pv BL 1.4420 80.41 15.80 100 0.507880 7'-4 Pf 6.424 186 38.-10 41.41 16.477 Flow(q)from Route 6 5'-334 Pe 0.013 139 38.-9'% 22.915 PO(5'_3%) 12'-8 Pv FM 3.2600 289.48 11.13 100 0.102276 11.-4 Pf 1.159 139 38.-9'% 81.04+128.03 22.915 Flow(q)from Route 2 and 5 Pe 0.055 140 38.-8 24.129 11.-4 Pv FM 3.2600 455.40 17.50 100 0.236485 15.-9 Pf 3.725 140 38.-8 82.64+83.29 24.129 Flow(q)from Route 3 and 4 Pe 0.077 141 38.-6 27.931 15.-9 Pv FM 3.2600 506.61 19.47 100 0.288017 18.-0'% Pf 8.779 141 38.-6 51.21 27.931 Flow(q)from Route 12 12.-5%z Pe 0.088 143 38'-314 36.798 fT(12'-514) 30.-6 Pv FR 4.2600 506.61 11.40 100 0.078264 36.-4% Pf 5.463 143 38.-314 36.798 cplg(5'-7%) 33.-5 Pe 1.160 249 35'-7% 43.420 2fE(6'-4%),fT(15'-0%) 69'-9% Pv FM 6.3570 506.61 5.12 100 0.011142 312.-5 Pf 5.223 249 35.-714 43.420 167.-8%z Pe 14.591 2167 1'-11% 63.234 4E(12'-6%),EE(6'-3'%),T(26'-10 480.-2 Pv Ym),2fE(8'-11%),DPV(19'-8%), BV(8'-11%),P0(37.-8%) CM 6.3570 506.61 5.12 120 0.007952 1.-4 Pf 0.190 2167 1'-11% 63.234 22'-7 Pe 0.199 5 1'-6 63.623 Tr(10'-0),fE(12'-7),Base of 23'-11 Pv Riser UG 6.35.70 506.61 5.12 150 0.005262 12.-0 Pf 0.155 5 1'-6 63.623 17.-1 Pe 2.601 4 -4'-6 66.379 LtE(1T-1) 29.-1 Pv UG 6.2800 _ 506.61 5-25 140 0.006344 283'-4% Pf 5.702 4 -4'-6 66.379 171'-9'% Pe 3 -4'-6 72.081 2LtE(14'-2),4EE(11-0Yz),BFP(-2 455'-2 Pv .814),GV(4'-8'%),2T(47'-3%) UG 12.4600 506.61 1.33 140 0.000226 7.-6%z Pf 0.024 3 -4'-6 72.081 98'-3% Pe 2 -4'-6 72.105 T(98'-3%) 105'-10 Pv UG 6.2800 506.61 5.25 140 0.006344 16.-9%z Pf 0.227 2 -4'-6 72.105 18'-11 Pe 28 -4'-6 72.331 GV(4'-8%),LtE(14'-2) 35.-8%z Pv MS 6.0650 506.61 5.63 120 0.009998 1'-0 Pf 0.010 28 -4'-6 72.331 Pe -1.734 1 -0'-6 70.607 S 1.-0 Pv 250.00 Hose Allowance At Source 1 756.61 Q Route 2 DR _ 1.0490 39.31 14.59 100 0.636519 1'-2 Pf 3.012 1104 37'-8% 39.31 11.2 12.319 Sprinkler, 3'-7 Pe -0.506 63 38.-10'% 14.825 PO(3'-7) 4'-9 Pv BL 1.4420 39.31 7.72 100 0.135153 14.-0 Pf 1.892 63 38.-10% 14.825 Pe 0.025 97 38.-10 16.743 14.-0 Pv BL 1.4420 81.04 15.92 100 0.515361 6'-8 Pf 6.160 97 38.-10 41.73 16.743 Flow(q)from Route 7 5'-3% Pe 0.012 139 38.-9'% 22.915 PO(5.-3%) 11'-11% Pv Glo Route 3 DR 1.0490 _40.12 14.89 100 0.660838 1'-2 Pf 3.127 1150 37'-5 40.12 11.2 12.829 Sprinkler, 3'-7 Pe -0.506 212 38'-7 15.450 P0(3'-7) 4'-9 Pv BL 1.4420 40.12 7.88 100 0.140317 14'-0 Pf 1.964 212 38'-7 15.450 Pe -0.025 178 38.-7'% 17.389 14'-0 Pv k,©M.E.P.CAD M AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:04:10PM Page 6 1111 Hydraulic Analysis ` Job Number:122693-001-BMW Report Description:Ordinary Group I(L3-DRY-4) Pipe Type Diameter Flow Velocity__ HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length BL 1.4420 82.64 16.23 100 _ 0.534240 7'-4 Pf 6.757 178 38'-7'% 42.52 17.389 Flow(q)from Route 8 5'-3% Pe -0.017 140 38'-8 24.129 PO(5.-3%) 12'-8 Pv = Route 4 DR 1.0490 40.43 15.01 100 0.670512 1'-2 Pf 3.173 1105 37-5 40.43 11.2 13.032 Sprinkler, 3'-7 Pe -0.506 64 38'-7 15.699 PO(3.-7) 4'-9 Pv BL 1.4420 40.43 7.94 100 0.142371 14'-0 Pf 1.993 64 38'-7 15.699 _ Pe -0.025 98 38'-7'% 17.667 14'-0 Pv BL 1.4420 83.29 16.36 100 0.542036 6'-8 Pf 6.478 98 38.-7'% 42.85 17.667 Flow(q)from Route 10 5'-3''/ Pe -0.015 140 38'-8 24.129 PO(5'-3%) 11'-11% Pv Q Route 5 DR 1.0490 40.52 15.04 100 0.673162 1'-2 Pf 3.185 1129 37'-10 40.52 11.2 13.088 Sprinkler, 3'-7 Pe -0.506 132 39'-0 15.767 PO(3'-7) 4'-9 Pv BL 1.4420 40.52 7.96 100 0.142934 12'-0 Pf 1.715 132 39'-0 15.767 Pe 0.039 175 38'-11 17.522 12'-0 Pv BL 1.4420 83.20 16.34 100 0.540987 3'-3 Pf 4.617 175 38'-11 42.68 17.522 Flow(q)from Route 9 5'-3'% Pe 0.011 189 38'-10'% 22.150 PO(5•-3%) 8'-614 Pv FM 3.2600 128.03 4.92 100 0.022611 22'-4% Pf 0.722 189 38.-10% 44.84 22.150 Flow(q)from Route 11 9'-7 Pe 0.043 139 38'-9'% 22.915 2fE(4'-9'/z) 31-11% Pv v Route 6 DR 1.0490 41.41 15.37 100 0.700695 1'-2 Pf 3.315 1145 37-8 41.41 11.2 13.668 Sprinkler, 3'-7 Pe -0.506 186 38'-10 16.477 PO(3•-7) 4'-9 Pv .� Route 7 DR 1.0490 41.73 15.49 100 0.710970 1'-2 Pf 3.364 1118 37'-8 41.73 11.2 13.884 Sprinkler, 3'-7 Pe -0.506 97 38'-10 16.743 PO(3•-7) 4'-9 Pv • Route 8 DR 1.0490 42.52 15.78 100 0.735961 1'-2 Pf 3.482 1138 37'-5'% 42.52 11.2 14.413 Sprinkler, 3'-7 Pe -0.506 178 38'-7'% 17.389 PO(3•-7) 4'-9 Pv ( Route 9 DR 1.0490 42.68 15.84 100 0.741087 1'-2 Pf 3.507 1133 37'-9 42.68 11.2 14.521 Sprinkler, 3'-7 Pe -0.506 175 38'-11 17.522 PO(3•-7) 4'-9 Pv eill Route 10 DR 1.0490 42.85 15.91 100 0.746668 1'-2 Pf 3.533 1119 37.-5% 42.85 11.2 14.640 Sprinkler, 3'-7 Pe -0.506 98 38'-7'% 17.667 PO(3•-7) 4'-9 Pv lab Route 11 DR 1.0490 44.84 16.64 100 0.811838 1'-2 Pf 3.841 1156 37'-914 44.84 11.2 16.026 Sprinkler, 3'-7 Pe -0.506 218 38'-11% 19.361 PO(3.-7) 4'-9 Pv BL 1.4420 4.4.84 8.81 100 0.172379 10'-9 Pf 2.769 218 38'-11% 19.361 5'-3'/: Pe 0.019 189 38.-10% 22.150 PO(5'-3%) 16'-1 Pv 1i Route 12 DR 1.0490 51.21 19.01 100 1.038077 1'-2 Pf 4.912 1120 37'-3% 51.21 11.2 20.904 Sprinkler, 3'-7 Pe -0.506 99 38'-514 25.310 PO(3.-7) 4'-9 Pv BL 1.4420 51.21 10.06 100 0.220417 6'-8 Pf 2.634 99 38'-5% 25.310 5'-3'% Pe -0.014 141 38'-6 27.931 P0(5.-3%) 11'-11% Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual Inside Diameter 467 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 0 M.E.P.CAD di AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:04:10PM Page 7 lHydraulic Analysis ` Job Number:122693-001-BMW Report Description:Ordinary Group I(L3-DRY-4) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve EL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain BalV Ball Valve DR DropDischarge gpm BFP Backfiow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple DelV Deluge Valve SN Swing Nipple Pt Total pressure at a point in a pipe DPV Dry Pipe Valve SP Sprig Pn Normal pressure at a point in a pipe E 90°Elbow ST Stand Pipe Pf Pressure loss due to friction between points EE 45°Elbow UG Underground Pe Pressure due to elevation difference between indicated Eel 11%<°Elbow points Ee2 22W Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow fig Flange FN Floating Node tT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap dA,©M.E.P.CAD 9 AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:04:10PM Page 8 ti J +- Hydraulic Overview Job Number:122693-001 -BMw Report Description:Ordinary Group I(L3-WET-1) • Job • .os Ne-be' oeaigre. 122693-001 GERALD EBELING Jot,Name. Ph wa '..,FAX BMW OF TIGARD 972-213-3210 Addrma I State certfivbnrLlGnae Number 9875 SOUTHWEST CASCADE AVE Address 2 ANJ - TIGARD,OR 97223 TIGARD AHJ Address 3 Job Sire/Building BMW-TIGARD System DerelN Area el Avvlivion 0.15 gpm/ft' 1500 ft2(Actual 1545 ft2) Mont Demanding Sonnider Dane Hose Streams 5.6 K-Factor 18.00 at 10.332 250.00 - - Coverage Per Spinklw Number Of SPdnkkrs Calculated Mbar Of Nozzles Gkvbt. 120ft' 15 0 srrnn Ressurt Dana. sKM1m flow Demand 78.062 284.18 Total Demand Presaure Result 534.18 @ 78.062 +16.941 (17.8%) Supplies Check Point Gauges Node Name Flow(gpml Hose Flow(gpml Static(psit Residual(psil Identifier Pressure(osil K-Factor(K1 Flow(gom). 1 Water Supply 5561.00 250.00 96.000 20.000 Base of Riser(5) 73.323 33.19 284.18 BMW-Tigard-3-V2.cad Supply at Node 1(5561.00,250.00,96.000,20.000) 111 100 l 1 1 1 Static Pressure 96.000 90 r53�8 4@ 95.003 534.18 with hose streams aD9.0 I I J• I 1 70 - 284.18 78.062 •_ 60 Q = • g 50 System demand curve ' • i 40 30 • f l l l l l 20 • 5561.00 20.000 10 • D !Milo 111111111 111111111 III111111 11111 11 &130 5a600 3250 3900 4550 5200 5850 6500 Water flow,gpm di,0 M.E.P.CAD AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:00:53PM Page 1 �. .-'. Hydraulic Summary Job Number;122693-001-BMW ""t - Report Description:Ordinary Group I(L3-WET-1) Job Job Numbe' Des gnu 122693-001 GERALD EBELING Job Name: State Certification/License Number BMW OF TIGARD Address I AHJ 9875 SOUTHWEST CASCADE AVE TIGARD AHJ Address] _..._..__.. Jab Site/Building _ TIGARD,OR 97223 BMW-TIGARD Adma3 — — _ Drawing Name BMW-Tigard-3-V2.cad System I Remote Area(s) Mos.Demanding Su,nkle Dela ocwpsncy Job SCRs 5.6 K-Factor 18.00 at 10.332 Ordinary Group I BMW Hose alewancea Source Density Area of Application 250.00 0.15 gpm/ft' 1500 ft'(Actual 1545 ft') Additional Hue Supplies Number Of Spongers Calculated Numbe,Or Nozzles Calculated Coverage Per Sprinkler Node Flow(gpm) 15 0 120 ft' mist Hue Streams _. 250.00 System Flow Demand Total Water Required(Inducting Hose Allowance) 284.18 534.18 MCMmum Pressure Unbalance In taps 0.000 Maximum Velocity Above Ground 16.72 between nodes 674 and 497 Maximum VNocity Under oeoond 2.94 between nodes 3 and 4 Volume[apacgy of Wet Pipes Volume capecty of Dry wpea 1249.06 gal 3.79 gal Supplies • Hose Flow Static Residual Flow Available Total Demand 11 Required Safety Margin Node , Name (gpm) I (psi) 1 (psi) cu (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 250.00 96.000 20.000 5561.00 95.003 534.18 78.062 16.941 Contractor Contractor Number ce,taa Name Contact Title MCK Rene Gordon Designer Name of Contractor: pnane 1 Extension McKinstry (509)435-1008 Address'I FAx 5005 3rd Avenue South AddressR E-mei Seattle,WA 98134 reneg©mckinstry.com Address Webste k,©M.E.P.CAD AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:00:58PM Page 2 119 Hydraulic Graph Job Number:122693-001 -BMW. Report Description:Ordinary Group I(L3-WET-1) Supply at Node 1 100 I I Static Pressure 96.000 534.18 @ 95.003 90 80 534.18 with hose streams 284.18 @ 78.062 70 60 'N d EC 50 System demand curve al 0 40 30 20 5561.00 @ 20.000 10 Q 1111J11111111 I11111 I U I III I l l l l l III I I I I l l l l l ill [ I l l l %50 1300 1950 2600 3250 3900 4550 5200 5850 6500 Water flow,gpm Hydraulic Graph Supply at Node 1 Static.Prevure 96.000 Residua Rmsura Mailable Flue @ 20 PSI: 20.000 @ 5561.00 0.00 Mailable Praewrt al System Demand 95.003 @ 534.18 0.qured Premium al Sytlem Daman] 78.062 @ 284.18 RgWed Pvua.at System Demand tinaudmp Xqa W4mmv et Smrnl 78.062 @ 534.18 d(�,m M.E.P.CAD AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:01:01PM Page 3 ig Summary Of Outflowing Devices J Job Number:122693-001-BMW t Report Description:Ordinary Group I(L3-WET-1) Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) Sprinkler 1288 _ 18.89 18.00 5.6 11.381 Sprinkler 1289 18.20 18.00 5.6 10.558 y' Sprinkler 1290 18.00 18.00 I' 5.6 10.332 Sprinkler 1308 18.98 18.00 5.6 I 11.493 Sprinkler 1309 18.29 'i 18.00 5.6 10.662 Sprinkler 1310 18.09 18.00 5.6 10.434 Sprinkler 1312 19.32 18.00 5.6 11.899 Sprinkler 1316 18.61 18.00 5.6 11.041 Sprinkler 1317 18.41 18.00 5.6 10.806 Sprinkler 1344 _ _ 20.17 18.00 5.6 12.979 Sprinkler 1345 19.44 18.00 5.6 12.048 Sprinkler 1346 19.23 18.00 j 5.6 11.792 Sprinkler 1380 _ 20.08 18.00 I 5.6 12.853 Sprinkler 1381 19.34 18.00 5.6 11.931 Sprinkler 1382 19.14 18.00 ' 5.6 11.677 13 Most Demanding Sprinkler Data (,©M.E.P.CAD +afi AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:01:05PM Page 4 1111 Node Analysis 1 Job Number:122693-001 -BMVG -- - - Report Description:Ordinary Group I(L3-WET-1) t Node ' Elevation(Foot) Fittings Pressure(psi) I Discharge(gpm) '.. 1 -0'-6 S 78.062 284.18 1288 37'-6 Spr(-11.381) 11.381 18.89 1289 --- 37'-6 Spr(-10.558) 10.558 18.20 1290 37'-6 Spr(-10.332) 10.332 18.00 1308 37'-6 Spr(-11.493) 11.493 18.98 1309 37'-6 Spr(-10.662) _ 10.662 18.29 1310 37'-6 Spr(-10.434) 10.434 18.09 1312 37'6 Spr(11.8901 11.899 19.32 1316 37'-6 Spr(-11.041) 11.041 18.61 1317 37'-6 Spr(-10.806) 10.806 18.41 1344 37'-6 Spr(-12.979) 12.979 20.17 1345 37'-6 Spr(-12.048) 12.048 19.44 1346 37'-6 Spr(-11.792) 11.792 19.23 1380 37'-6 Spr(-12.853) 12.853 20.08 1381 37'6 Spr(-11.9311 11.931 19-34 1382 37'-6 Spy-11.677) _ 11.677___ 19.14 2 -4'-6 T(98'-3%) 79.715 3 -4'-6 T(47'-3%) 79.707 4 -4'-6 75.978 5 1'-6 Base of Riser 73.323 28 -4'-6 LtE(14'-2) 79.793 - � -�- 497 37'-6 P0(9'-11) 13.526 498 37'-6 P0(9'-11) 12.559 499 37-6 _ 12.294 674 27'-6 49.930 2167 1'-11% '. PO(26'-4) 73.060 11 1M.0M.E.P.CAD di AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:01:08PM Page 5 • 0. r ` Hydraulic Analysis , Job Number:122693-001-BMW Report Description:Ordinary Group I(L3-WET-1) Pipe Type Diameter Flow Velocity_._ HWC _ Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length we Route 1 BL 1.6820 18.00 2.60 120 0.010743 9'-6%z Pf 0.103 1290 37.-6 18.00 5.6 10.332 Sprinkler Pe 1310 37'-6 10.434 9'-6% Pv BL 1.6820 36.09 5.21 120 0.038907 9'-614 Pt 0.372 1310 37'-6 18.09 5.6 10.434 Sprinkler Pe 1317 37'-6 10.806 9.-6% Pv BL 1.6820 _. .. 54.50 7.87 120 0.083402 T-11'%z Pf 1.488 1317 37.-6 18.41 5.6 10.806 Sprinkler, 9'-11 Pe 499 37'-6 12.294 P0(9'-11) 17'-10 Pv CM 2.6350 92.86 5.46 120 0.025117 10'-7 Pt 0.266 499 37.-6 38.37 12.294 Flow(q)from Route 4 Pe 498 37'-6 12.559 10.-7 Pv CM 2.6350 186.73 10.99 120 0.091457 10'-7'Pf 0.967 498 37'-6 55.09+38.78 12.559 Flow(q)from Route 2 and 5 Pe 497 37'-6 13.526 10.-7 Pv CM 2.6350 284.18 16.72 120 0.198884 104.-1 Pf 32.073 497 37'-6 57.19+40.25 13.526 Flow(q)from Route 3 and 6 57'-2 Pe 4.331 674 27.-6 49.930 2EE(4'-V/,),3fE(5'-11),2E(8'-3), 161'-3 Pv T(14'-9) CM 4.2600 284.18. 6.40 120 0.019168 262'-6 Pf 12.052 674 27'-6 49.930 318.-2 Pe 11.077 2167 1'-11'% 73.060 7E(13'-2),2CV(28'-11%),2BV(1 580'-8 Pv 5'-9%),fE(9'-0),2P0(26'-4),6fE( 8'-11%),fT(21'-1),SFx(-0.922) CM 6.3570 284.18 2.87 120 0.002729 1'-4 Pf 0.065 2167 1-11/ 73.060 22'-7 Pe 0.199 5 1'-6 73.323 Tr(10'-O),fE(12'-7),Base of 23'-11 Pv Riser UG 6.3570 284.18 2.87 150 0.001806 12.-0 Pf 0.053 5 1'-6 73.323 17'-1 Pe 2.601 4 4'-6 75.978 LtE(17'-1) 29.-1 Pv UG 6.2800 284.18 2.94 140 0.002177 283'4% Pf 3.729 4 4'-6 75.978 17V-9% Pe 3 4'-6 79.707 2LtE(14'-2),4EE(11'-0%),BFP(-2 455'-2 Pv .738),GV(4'-8'/,),2T(4T-3'A) UG 12.4600 284.18 0.75 140 0.000077 7'-6% Pf 0.008 3 4'-6 79.707 98.-3% Pe 2 -4.-6 79.715 T(98'-3%) 105'-10 Pv UG 6.2800 _ 284.18 _ 2.94 140 0.002177 16.-9'% Pt 0.078 2 4'-6 79.715 18'-11 Pe 28 4'-6 79.793 GV(4'-8%),LtE(14'-2) 35'-8'% Pv MS 6.0650 284.18 3.16 120 0.003431 1'-0 Pf 0.003 28 4'-6 79.793 Pe -1.734 1 -0.-6 78.062 S 1-0 Pv 250.00 Hose Allowance At Source 1 534.18 +a Route 2 BL _ 1.6820 18.20 2.63 120 __.. 0.010960 _ 9'-6'% Pf 0.105 1289 37'-6 18.20 5.6 10.558 Sprinkler Pe 1309 37.-6 10.662 9'-614 Pv BL 1.6820 36.48 5.27 120 0.039693 9'-614 Pf 0.379 1309 37.-6 18.29 5.6 10.662 Sprinkler Pe 1316 37'-6 11.041 9'-6'% Pv BL 1.6820 55.09 7.95 120 0.085086 7-11% Pf 1.518 1316 37'-6 18.61 5.6 11.041 Sprinkler, 9'-11 Pe 498 37.-6 12.559 P0(9'-11) 17'-10 Pv v Route 3 BL 1.6820 18.89 2.73 120 0.011749 _ 9'-614 Pf 0.112 ' 1288 37'-6 18.89 5.6 11.381 Sprinkler Pe 1308 37'-6 11.493 9'-614 Pv BL 1.6820 37.88 5.47 120 0.042547 9'-6% Pf 0.406 1308 37.-6 18.98 5.6 11.493 Sprinkler Pe 1312 37'-6 11.899 9'-6% Pv BL 1.6820 57.19 8.26 120 0.091197 7'-11% Pf 1.627 1312 37'-6 19.32 5.6 11.899 Sprinkler, 9'-11 Pe 497 37'-6 13.526 P0(9'-11) 17'-10 Pv A,©M.E.P.CAD rta AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:01:11PM Page 6 • ��9_ �~ � Hydraulic Analysis Job Number: 122693-001 -BMW:. Report Description:Ordinary Group I(L3-WET-1) i Pipe Type Diameter Flow _ Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length iiii Route 4 BL 1.6820 19.14 2.76 120 0.012032 _ - 9'-6% Pf 0.115 1382 37'-6 19.14 5.6 11.677 Sprinkler Pe 1346 37'-6 11.792 9'-61/2 Pv BL 1.6820 38.37 5.54 120 0.043571 1'-716 Pf 0.501 1346 37'-6 19.23 5.6 11.792 Sprinkler, 9'-11 Pe 499 37'-6 12.294 P0(9'-11) 11.-6 Pv Q Route 5 BL 1.6820 19.34 2.79 120 _ 0.012273...____. __... 9'-6% Pf 0.117 1381 37'-6 19.34 5.6 11.931 Sprinkler Pe 1345 37'-6 12.048 9'-6'% Pv BL 1.6820 38.78 5.60 _ 120 _...0.044444 1'-714 Pf 0.511 1345 37'-6 19.44 5.6 12.048 Sprinkler, 9'-11 Pe 498 37'-6 12.559 P0(9•-11) 11'-6 Pv WI Route 6 BL 1.6820 20.08 2.90 _ _ 120 0.013148 9'-614 Pf 0.126 1380 37'-6 20.08 5.6 12.853 Sprinkler Pe 1344 37'-6 12.979 . 9'-61a Pv BL 1.6820 40.25 5.81 120 0.047612 1'-714 Pf 0.548 1344 37'-6 20.17 5.6 12.979 Sprinkler, 9'-11 Pe 497 37'-6 13.526 P0(9'-11) 11'-6 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual Inside Diameter 487 ( Value Of C 100 130 140 150 -Factor Multi in Factor Schedule 40 Steel Pipe Inside Diameter plying 9 0.713 1.16 1.33 1.51 kh,©M.E.P.CAD a AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:01:11PM Page 7 Hydraulic Analysis Job Number:122693-001-BMW • Al i.' - Report Description:Ordinary Group I(L3-WET-1) Pipe Type Diameter Flow Velocity HWC Friction Loss _ Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain BalV Ball Valve DR DropDischarge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple DelV Deluge Valve SN Swin Ni le Pt Total pressure at a point in a pipe 9 pP Pn Normalpressure at a point in apipe DPV Dry Pipe Valve SP Sprig E 90°Elbow ST Stand Pipe Pf Pressure loss due to friction between points EE 45°Elbow UG Underground Pe Pressure due to elevation difference between indicated Eel 111/4°Elbow points Ee2 224 Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap [bh ©M.E.P.CAD AutoSPRINK 2023 v18.1.17.0 6/24/2023 3:01:11 PM Page 8 ' - OFFICE COPY Design RECEIVED /, JUL 1 0 2023 .4! 'er CITY OF TIGARD BUILDING DIVISION .'f /! — e or 9a R 64",1SSIUIW00 BMW OF TIGARD 9875 SOUTHWEST CASCADE AVE TIGARD, OR 97223 SEISMIC CALCULATIONS McKinstry Project Number: 122693 Specification Section: 21-00-00 Date: 06/24/2023 Submitted by: Patrick Nelligan Mc instry For Th: lie Of Your Building Anchorage for seismic bracing technical supplement Maximum allowable pipe horizontal load, Fpw (lb) carbon steel Hilti KWIK Bolt TZ2 in 4,000 psi normal weight cracked concrete' Nominal Min. Min. Min. Hilti MQS-SP-L-1/2"and MQS-SP-T-1/2" A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 4.100 1.580 0.870 1.850 1.520 2.320 2.900 3.440 3.710 2.620 2.140 1.920 1-1/2 8 _ 12 5 143 308 448 275 257 232 202 170 137 195 238 266 1/2 2 5 6 5 192 , 415 603 371 347 313 271 229 185 262 321 358 2-1/2 8-1/4 7-1/2 5 268 613 915 545 526 457 379 320 272 385 471 526 3-1/4 7-1/2 9-3/4 5-1/2 322 699 1018 625 585 527 455 384 312 441 540 602 Nominal Min. Min. Min. ToIcoTM Figure 909 seismic brace anchor Effective edge spacing concrete A B C D E F G H I dia. embed. distance distance thickness 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.490 1.080 0.950 1.360 1.650 1.400 1.830 2.220 2.710 1.920 1.570 1.400 1-1/2 5 8 5 193 345 373 298 215 293 275 230 150 211 258 289 3/8 2 4-3/4 6 5 284 494 530 431 306 423 409 355 216 305 373 418 2-1/2 4-1/2 7-1/2 5 312 529 565 465 326 457 450 401 233 329 402 450 1-1/2 8 12 5 220 395 426 341 246 335 314 263 171 241 295 331 1/2 2 5 6 5 297 532 574 459 331 451 423 355 230 325 398 445 2-1/2 8-1/4 7-1/2 5 431 799 867 683 500 669 601 496 343 484 592 663 3-1/4 7-1/2 9-3/4 5-1/2 499 897 968 774 558 759 712 595 388 548 671 751 2-3/4 11-1/4 8-1/4 5 510 1001 1094 845 630 827 694 572 424 598 732 820 5/8 3-1/4 10-1/4 9-3/4 5-1/2 640 1187 1289 1015 743 994 891 735 509 719 879 984 4 9-1/2 12 6 694 1266 1370 1088 790 1066 985 812 545 770 942 1055 3-1/4 13-1/4 9-3/4 5-1/2 655 1303 1426 1098 822 1074 891 735 551 778 951 1065 3/4 3-3/4 - 12-1/4 11-1/4 6 805 1513 1646 1288 949 1261 1105 911 646 912 1116 1249 4-3/4 10-1/4 14-1/4 8 828 1547 1682 1319 969 1292 1143 942 661 934 1143 1280 Nominal Min. Min. Min. ToIcoTM Figure 910/980 seismic brace Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.930 1.290 0.750 0.960 1.310 1.670 1.970 2.250 1.920 1.360 1.110 0.990 1-1/2 5 8 5 169 309 424 370 244 259 259 227 185 262 321 359 8 2 4- 4 • 5 2 4- •7 7 43 378 38. 3 1 2•' 2 - 6 10 2- •-1/2 7-1 • • •76 479 63 56- 3.' 4.9 -•5 96 •81 397 48 5' 1-1/2 8 12 5 193 353 485 423 279 298 296 260 212 299 366 410 1/2 2 5 6 5 261 476 653 570 376 399 398 350 265 403 494 552 2-1/2 8-1/4 7-1/2 5 376 709 999 862 574 589 559 489 431 609 748 834 3-1/4 - 7-1/2 9-3/4 5-1/2 438 802 1103 962 634 672 670 587 481 680 833 932 4 '1-1/ 8- .4 433 87• 12r• 10'. '4 1 .45 64 541 76• 90 1,- 5/8 3-1/4 10-1/4 9-3/4 5-1/2 557 1053 1484 1280 853 874 828 725 840 904 1108 1240 4 9-1/2 12 6 608 1128 1569 1362 902 941 915 801 681 962 1178 1318 3-1/4 13-1/4 9-3/4 5-1/2 557 1143 1669 1416 959 936 828 725 708 1000 1225 1371 3/4 3-3/4 12-1/4 11-1/4 6 690 1338 1905 1635 1094 1106 1026 899 818 1155 1415 1583 • 4-3/4 10-1/4 14-1/4 8 714 1370 1943 1671 1116 1135 1061 929 835 1180 1446 1618 AfconT"AF075/AF076/AF077 seismic brace Nominal Min. Min. Min. ' anchor Effective edge spacing concrete A B C D E F G H I dia. embed. distance distance thickness 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.520 1.070 1.380 1.620 1.420 2.250 2.750 1.940 1.590 1-1/2 8 12 5 218 397 338 248 331 260 169 240 293 1/2 2 5 6 5 294 535 455 334 446 350 228 323 395 2-1/2 8-1/4 7-1/2 5 427 804 676 506 , 663 489 339 480 587 3-1/4 7-1/2 9-3/4 5-1/2 494 902 767 564 752 587 384 544 665 AfconTM AF771 seismic brace Nominal Min. Min. Min. A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in In 4.170 2.000 0.960 1.970 2.380 2.960 1.930 1.360 1.110 1-1/2 8 12 5 140 260 423 221 228 197 211 299 366 1/2 2 5 6 5 189 350 570 297 307 266 284 403 494 • 2-1/2 8-1/4 7-1/2 5 264 513 862 446 447 372 429 609 748 3-1/4 7-1/2 9-3/4 5-1/2 317 590 962 502 517 446 480 680 833 2-3/4 11-1/4 8-1/4 5 305 624 1086 557 534 429 541 767 940 5/8 3-1/4 10-1/4 9-3/4 5-1/2 391 762 1280 662 664 551 638 904 1108 4 9-1/2 12 6 432 823 1362 707 719 609 679 962 1178 3-1/4 13-1/4 9-3/4 5-1/2 391 808 1416 725 685 551 705 1000 1225 • 3/4 3-3/4 12-1/4 11-1/4 6 485 961 1635 843 836 683 815 1155 1415 4-3/4 10-1/4 14-1/4 8 501 987 1671 863 859 706 833 1180 1446 Nominal Min. Min. Min. AfconT"AF700 seismic brace ' Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.550 1.090 0.910 1.410 1.450 2.000 1.830 1.290 1.060 • 1-1/2 8 12 5 216 393 437 268 327 292 218 308 376 • 1/2 2 5 6 5 291 529 588 361 440 393 293 415 507 2-1/2 8-1/4 7-1/2 5 423 794 891 550 653 550 444 629 767 3-1/4 7-1/2 9-3/4 5-1/2 490 892 992 610 742 660 495 701 855 2-3/4 11-1/4 8-1/4 5 498 994 1126 700 805 635 561 795 970 I 5/8 3-1/4 10-1/4 9-3/4 5-1/2 628 1180 1324 817 970 816 660 935 1140 4 9-1/2 12 6 681 1259 1406 866 1041 901 701 993 1211 3-1/4 13-1/4 9-3/4 5-1/2 640 1294 1469 914 1045 816 732 1037 1265 3/4 3-3/4 12-1/4 11-1/4 6 789 1503 1692 1047 1229 1011 843 1195 1457 4-3/4 10-1/4 14-1/4 8 812 1538 1729 1069 1260 1046 861 1220 1489 1 Refer to Figure 3 for flat slab concrete installation. January2022 9 • TOLBraceTM Seismic Bracing Calculations V8.8.123 Contractor: McKinstry,Co. Project Address: BMW of Tigard Address: 16790 NE Mason St.,Suite 10 Portland,OR 97230 IF 9875 Southwest Cascade Avenue Pavrerng BosinessWoddwdde Phone: (503)331-0234 Tigard, OR Licence: CCB#172811 Job#122693 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7' o" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Fig. 1001 Clamp 2015 lbs(914 kg) 1745 lbs(791 kg) Fig.980-1/2"Universal Swive 2100 lbs(953 kg) 1818 lbs(825 kg) Type of Brace Sch.40 See Fastener Information 60° Min. `Calculation Based on CONCENTRIC Loading Angle of Brace - - - *Please Note:These calculations are for TOLCOTM 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 1604 lbs (728 kg) TOLCO FIG. 980 UNIVERSAL SWAY BRACE -- ATTACHMENT Fastener Information �i STEEL PIPE Ofir Orientation to Connecting Surface NFPA Type C Fastener .7 '2 efe Type HILTI TZ 2 ,- Diameter 1/2 $2,'' e '• Length 2 1/2" TOLCO FIG. 1001 '11)j FAST CLAMP • Maximum Load 999 lbs (453 kg) i4. Brace Identification on Plans A-61N LAT Prying Factor Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) Cp= 0.4652 Diameter Type Length Total Length Weight Per Unit Length Total Weight 6"(150 mm) Sch. 10 40 ft(12.2 m) 40 ft(12.2 m) 23.03 lb/ft(34.27 kg/m) 921 lbs(418 kg) Subtotal Weight 921 lbs(418 kg) Wp(incl. 15%) 1059 lbs(480 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 493 lbs(224 kg) s Sch.10 40 Maximum Fpw per 9.3.5.5.2(if applicable) 1900 lb(861 kg) (TOLBraceT"Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations BMW of Tigard Job# 122693 9875 Southwest Cascade Avenue Powering Business Worldwide Brace Identification A- 61N LAT Brace Type(Per NFPA#13) NFPA Type C Braced Pipe (ft) 6" Sch.10 Steel Pipe Spacing of Brace 40' 0" (12.19 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 60° Type of Fastener HILTI TZ 2 Length of Fastener 2 1/2" Summary of Pipe within Zone of Influence 6"Sch.10 Steel Pipe(152.4 mm) 140 ft(12.2 m) • G-Factor Used 0.4652 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 493 lbs(224 kg) Material Capacity 1604 lbs(728 kg) Fastener Capacity 2202 lbs(999 kg) Fig. 1001 Clamp 1745 lbs(791 kg) Fig.980- 1/2" Universal Swivel 1818 lbs(825 kg) Structural Member PRE-CAST CONCRETE PANELS Calculations prepared by Rene Gordon *The description of the Structural Member is for informational purposes only. TOLBrac&°software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace''8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations V8.8.123 Contractor: McKinstry,Co. Project Address: BMW of Tigard Address: 16790 NE Mason St.,Suite 10 ` Portland,OR 97230 6_'[•111 9875 Southwest Cascade Avenue Powering Business Waddwrde Phone: (503)331-0234 Tigard, OR Licence: CCB#172811 Job#122693 Calculations based on 2016 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" Fig.4L Clamp 2015 lbs(914 kg) 1745 lbs(791 kg) Fig.980- 1/2"Universal Swive 2100 lbs(953 kg) 1818 lbs(825 kg) Type of Brace Sch.40 See Fastener Information *Calculation Based on CONCENTRIC Loading Angle of Brace 60° Min. *Please Note:These calculations are for TOLCOT"'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 TOLCO FIG. 98r Max Horizontal Load 1604 lbs (728 kg) UNIVERSAL SWAY BRACE .O ATTACHMENT STEEL PIPE Ai Fastener Information Orientation to Connecting Surface NFPA Type C '. Fastener t Type HILT!TZ 2 TOLCO FIG. 4L lei PIPE CLAMP FOR Diameter 1/2 SWAY BRACING Length 2 1/2" i iMaximum Load 999 lbs (453 kg) - Ji O Brace Identification on Plans B-6IN LONG Prying Factor Brace Type Lateral[ ] Longitudinal[X] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) Cp = 0.4652 Diameter Type Length Total Length Weight Per Unit Length Total Weight 6"(150 mm) Sch. 10 80 ft(24.4 m) 80 ft(24.4 m) 23.03 lb/ft(34.27 kg/m) 1842 lbs(836 kg) Subtotal Weight 1842 lbs(836 kg) Wp(incl. 15%) 2118 lbs(961 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 985 lbs(447 kg) 6- Sch.10 BO Maximum Fpw per 9.3.5.5.2(if applicable) N/A (TOLBraceT"Version 8} Use of TOLBracen'is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations BMW of Tigard Job# 122693 9875 Southwest Cascade Avenue F.rtI N Powering Business worldwide Brace Identification B - 61N LONG Brace Type(Per NFPA#13) NFPA Type C Braced Pipe(ft) 6" Sch.10 Steel Pipe Spacing of Brace 80'0" (24.38 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 60° Type of Fastener HILTI TZ 2 Length of Fastener 2 1/2" Summary of Pipe within Zone of Influence 6"Sch.10 Steel Pipe(152.4 tom) 180 ft(24.4 m) G-Factor Used 0.4652 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 986 lbs(447 kg) Material Capacity 1604 lbs(728 kg) Fastener Capacity 2202 lbs(999 kg) Fig.4L Clamp 1745 lbs(791 kg) Fig.980- 1/2" Universal Swivel 1818 lbs(825 kg) Structural Member PRE-CAST CONCRETE PANELS Calculations prepared by Rene Gordon *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 TOLBracee"8 Visit us at www.tolco.com ' TOLBraceTM Seismic Bracing Calculations V8.8.123 Contractor: McKinstry, Co. Project Address: BMW of Tigard J Address: 16790 NE Mason St.,Suite 10 E.T;� Portland,OR 97230 9875 Southwest Cascade Avenue Phone: (503)331-0234 Powering eeriness worldwide Tigard, OR Licence: CCB#172811 Job#122693 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length T 0" (2.134 m) TOLCOTA9 Component Listed Load Adjusted Load Diameter of Brace 1" Fig. 1001 Clamp 2000 lbs(907 kg) 1732 lbs(785 kg) Fig.980- 1/2"Universal Swive 2100 lbs(953 kg) 1818 lbs(825 kg) Type of Brace Sch.40 See Fastener Information 60° Min. "Calculation Based on CONCENTRIC Loading Angle of Brace *Please Note:These calculations are for TOLCOT"'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 1604 lbs (728 kg) TOLCO FIG. 98i UNIVERSAL SWAY BRACE -- ATTACHMENT Fastener Information STEEL PIPE .10 Orientation to Connecting Surface NFPA Type C Fastener ;;" a 04 Type HILTI TZ 2 % 140, * Diameter 1/2 Length 2 1/2" TOLCO FIG. 1001 „Ar FAST CLAMP 4s• Maximum Load 999 lbs (453 kg) Brace Identification on Plans C-41N LAT Prying Factor Brace Type Lateral[X] Longitudinal[ ] 4-Way[ I Sprinkler System Load Calculation (Fpw= CpWp) C p = 0.4652 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4"(100 mm) Sch. 10 40 ft(12.2 m) 40 ft(12.2 m) 11.78 lb/ft(17.53 kg/m) 471 lbs(214 kg) 1.25"(32 mm) Sch. 10 70 ft(21.3 m) 70 ft(21.3 m) 2.52 lb/ft(3.75 kg/m) 176 lbs(80 kg) Subtotal Weight 647 lbs(293 kg) Wp(incl. 15%) 744 lbs(338 kg) Main Size Type/Sch. Spacing(It) I Total(Fpw) 346 lbs(157 kg) a" Sch.10 40 Maximum Fpw per 9.3.5.5.2(if applicable) 769 lb(348 kg) fTOLBraceT"Version 61 Use of TOLBraceT"'is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations BMW of Tigard Job# 122693 9875 Southwest Cascade Avenue E- Powering Business WorMwk1e Brace Identification C-41N LAT Brace Type(Per NFPA#13) NFPA Type C Braced Pipe(ft) 4" Sch.10 Steel Pipe Spacing of Brace 40'0" (12.19 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 60° Type of Fastener HILTI TZ 2 Length of Fastener 2 1/2" Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) 40 ft(12.2 m) 1.25"Sch.10 Steel Pipe(31.75 mm) 70 ft(21.3 m) G-Factor Used 0.4652 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 346 lbs(157 kg) Material Capacity 1604 lbs(728 kg) Fastener Capacity 999 lbs(453 kg) Fig. 1001 Clamp 1732 lbs(785 kg) Fig.980- 1/2" Universal Swivel 1818 lbs(825 kg) Structural Member PRE-CAST CONCRETE PANELS Calculations prepared by Rene Gordon *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.tolco.cors TOLBraceTM Seismic Bracing Calculations V8.8.123 Contractor: McKinstry,Co. Project Address: BMW of Tigard Address: 16790 NE Mason St.,Suite 10 --T;N Portland,OR 97230 9875 Southwest Cascade Avenue Phone: (503)331-0234 Powering Business Woddmtle Tigard, OR Licence: CCB#172811 - __ Job#122693 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7' o" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Fig.4L Clamp 2000 lbs(907 kg) 1732 lbs(785 kg) Fig.980-1/2"Universal Swive 2100 lbs(953 kg) 1818 lbs(825 kg) Type of Brace Sch.40 See Fastener Information Angle of Brace 60° Min. "Calculation Based on CONCENTRIC Loading 9 "Please Note:These calculations are for TOLCO 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 TOLCO FIG. 980 Max Horizontal Load 1604 lbs (728 kg) UNIVERSAL SWAY BRACE ATTACHMENT C I STEEL PIPE- / Fastener Information Orientation to Connecting Surface NFPA Type C / Fastener Di Type HILTI TZ 2 TOLCO FIG. 4L irA PIPE CLAMP FOR Diameter 1/2 SWAY BRACING Length 2 1/2" I......__J Maximum Load 999 lbs(453 kg) O Brace Identification on Plans D-41N LONG Prying Factor Brace Type Lateral[ ] Longitudinal[X] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) Cp = 0.4652 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4" (100 mm) Sch. 10 80 ft(24.4 m) 80 ft(24.4 m) 11.78 lb/ft(17.53 kg/m) 942 lbs(427 kg) Subtotal Weight 942 lbs(427 kg) Wp(incl. 15%) 1083 lbs(491 kg) Main Size Type/Sch. Spacing (ft) I Total(Fpw) 504 lbs(229 kg) 4" Sch.10 80 Maximum Fpw per 9.3.5.5.2(if applicable) N/A fTOLBrace"Version 8} Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceT" Seismic Calculations BMW of Tigard Job# 122693 1 9875 Southwest Cascade Avenue E• Pawing 8usmess Wo''tdwrde Brace Identification D-41N LONG Brace Type(Per NFPA#13) NFPA Type C Braced Pipe(ft) 4" Sch.10 Steel Pipe Spacing of Brace 80'0" (24.38 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 60° Type of Fastener HILTI TZ 2 Length of Fastener 2 1/2" Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) 80 ft(24.4 m) • G-Factor Used 0.4652 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 504 lbs(229 kg) Material Capacity 1604 lbs(728 kg) Fastener Capacity 999 lbs(453 kg) Fig.4L Clamp 1732 lbs(785 kg) Fig.980- 1/2" Universal Swivel 1818 lbs(825 kg) Structural Member PRE-CAST CONCRETE PANELS Calculations prepared by Rene Gordon *The description of the Structural Member is for informational purposes only. TOLBraceTM software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace''8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations V8.8.123 Contractor: McKinstry, Co. Project Address: BMW of Tigard Address: 16790 NE Mason St.,Suite 10 Portland,OR 97230 Ua i•N 9875 Southwest Cascade Avenue Powering 9usinessworldwide Phone: (503)331-0234 Tigard, OR Licence: CCB#172811 Job# 122693 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'o" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Fig. 1001 Clamp 2000 lbs(907 kg) 1732 lbs(785 kg) Fig.980- 1/2"Universal Swivc 2100 lbs(953 kg) 1818 lbs(825 kg) Type of Brace Sch.40 YP See Fastener Information 60° Min. *Calculation Based on CONCENTRIC Loading Angle of Brace *Please Note:These calculations are for TOLCO 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 1604 lbs(728 kg) TOLCO FIG. 98t UNIVERSAL SWAY BRACE ATTACHMENT Fastener Information STEEL PIPE, ,411 Orientation to Connecting Surface NFPA Type C '' Fastener '-,,„ Type HILTITZ2 Ill�Diameter 1/2 �� 140;i '• Length 2 1/2" TOLCO FIG. 1001 �f� FAST CLAMP Maximum Load 999 lbs(453 kg) �� Brace Identification on Plans E-31N LAT Prying Factor Brace Type Lateral[X] Longitudinal [ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) Cp = 0.4652 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) 1.25"(32 mm) Sch. 10 150 ft(45.7 m) 150 ft(45.7 m) 2.52 lb/ft(3.75 kg/m) 378 lbs(171 kg) Subtotal Weight 696 lbs(316 kg) Wp(incl. 15%) 800 lbs(363 kg) Main Size TypelSch. Spacing(ft) I Total(Fpw) 372 lbs(169 kg) 3" Sch.10 40 Maximum Fpw per 9.3.5.5.2(if applicable) 454 lb(205 kg) (TOLBraceTM Version 81 Use of TOLBracer"is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations BMW of Tigard Job# 122693 9875 Southwest Cascade Avenue E a Powering Business LM1brlcMrcde Brace Identification E- 31N LAT Brace Type(Per NFPA#13) NFPA Type C Braced Pipe(ft) 3" Sch.10 Steel Pipe Spacing of Brace 40'0" (12.19 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 60° Type of Fastener HILTI TZ 2 Length of Fastener 2 1/2" Summary of Pipe within Zone of Influence 3"Sch.10 Steel Pipe(76.2 mm) 40 ft(12.2 m) 1.25"Sch.10 Steel Pipe(31.75 mm) 150 ft(45.7 m) G-Factor Used 0.4652 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 372 lbs(169 kg) Material Capacity 1604 lbs(728 kg) Fastener Capacity 999 lbs(453 kg) Fig. 1001 Clamp 1732 lbs(785 kg) Fig.980- 1/2" Universal Swivel 1818 lbs(825 kg) Structural Member PRE-CAST CONCRETE PANELS Calculations prepared by Rene Gordon *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 TOLBraceTM 8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations V8.8.123 Contractor: McKinstry,Co. Project Address: BMW of Tigard Address: 16790 NE Mason St.,Suite 10 —`TiN Portland,OR 97230 9875 Southwest Cascade Avenue Phone: (503)331-0234 Powering&usnesslvodrn,+ce Tigard, OR Licence: CCB#172811 Job#122693 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7' o° (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Fig.4L Clamp 2000 lbs(907 kg) 1732 lbs(785 kg) Fig.980- 1/2" Universal Swive 2100 lbs (953 kg) 1818 lbs(825 kg) Type of Brace Sch.40 See Fastener Information °Calculation Based on CONCENTRIC Loading Angle of Brace 60° Min. 'Please Note:These calculations are for TOLCOr"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 TOLCO FIG. 981 Max Horizontal Load 1604 lbs (728 kg) UNIVERSAL SWAY BRACE ATTACHMENT .6 STEEL PIPE •� Fastener Information Orientation to Connecting Surface NFPA Type C '. Fastener 0. Type HILT!TZ 2 TOLCO FIG. 4L Ip PIPE CLAMP FOR Diameter 1/2 SWAY BRACING j Length 2 1/2" ��i,,) Maximum Load � 999 lbs (453 kg) O' Brace Identification on Plans F-31N LONG Prying Factor Brace Type Lateral [ ] Longitudinal [X] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) Cp = 0.4652 Diameter Type Length Total Length Weight Per Unit Length Total Weight 3" (80 mm) Sch. 10 80 ft(24.4 m) 80 ft(24.4 m) 7.94 lb/ft(11.82 kg/m) 635 lbs(288 kg) y Subtotal Weight 635 lbs(288 kg) Wp(incl. 15%) 730 lbs(331 kg) Main Size Type/Sch. Spacing (ft) I Total(Fpw) 340 lbs(154 kg) 3" Sch.10 6U Maximum Fpw per 9.3.5.5.2(if applicable) N/A frOLBrace T"Version 8} Use of TOLBrace°"'is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations BMW of Tigard Job# 122693 kT 9875 Southwest Cascade Avenue Ek Powering Business Worldwide Brace Identification F- 31N LONG Brace Type(Per NFPA#13) NFPA Type C Braced Pipe(ft) 3" Sch.10 Steel Pipe Spacing of Brace 80' 0" (24.38 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 60° Type of Fastener HILTI TZ 2 Length of Fastener 2 1/2" Summary of Pipe within Zone of Influence 3"Sch.10 Steel Pipe(76.2 mm) 80 ft(24.4 m) G-Factor Used 0.4652 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 340 lbs(154 kg) Material Capacity 1604 lbs(728 kg) Fastener Capacity 2202 lbs(999 kg) Fig.4L Clamp 1732 lbs(785 kg) Fig.980- 1/2" Universal Swivel 1818 lbs(825 kg) Structural Member PRE-CAST CONCRETE PANELS Calculations prepared by Rene Gordon 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''B Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations V8.8.124 Contractor: MCKINSTRY-PORTLAND OF Project Address: BMW of Tigard Address: 15790 NE MASON STREET,S PORTLAND,OR 97230 EI `T •N 9875 Southwest Cascade Avenue Phone: 503-331-0234 Powering Business WorOwrde Tigard, OR Licence: Job#122693 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7' o" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Fig. 1001 Clamp 2000 lbs(907 kg) 1732 lbs(785 kg) Fig.980- 1/2" Universal Swive 2100 lbs (953 kg) 1818 lbs(825 kg) Type of Brace Sch.40 Fig.828 Across 3/8"Thick Flar 1090 lbs(494 kg) 1384 lbs(627 kg) Angle of Brace 60° Min. *Calculation Based on CONCENTRIC Loading 9 *Please Note:These calculations are for TOLCOTV 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 1604 lbs (728 kg) - TOLCO FIG.828 - ��, tl 1 Fastener Information Orientation to Connecting Surface NFPA Type C TOLCO I-a-1 co1 Fastener } / -\ Telco Fie 9su� Type Fig.828 Across 3/8"Thick Flange / o .( nc...,c,,,, / Diameter N/A %"! BRACE PIPE Length N/A 24, Maximum Load 1090 lbs(494 kg) / � Brace Identification on Plans G-41N LAT-STEEL Prying Factor N/A Brace Type Lateral [XI Longitudinal [ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) Cp = 0.4652 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4" (100 mm) Sch. 10 35 ft(10.7 m) 35 ft(10.7 m) 11.78 lb/ft(17.53 kg/m) 412 lbs(187 kg) 1.5"(40 mm) Sch. 10 340 ft(103.6 m) 340 ft(103.6 m) 3.04 lb/ft(4.52 kg/m) 1034 lbs(469 kg) Subtotal Weight 1446 lbs (656 kg) Wp(incl. 15%) 1663 lbs(754 kg) Main Size Type/Sch. Spacing (ft) I Total(Fpw) 774 lbs(351 kg) Sch.10 35 Maximum Fpw per 9.3.5.5.2(if applicable) 918 lb(416 kg) {TOLBracem Version Si Use of TOLBrace'""is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation BMW of Tigard Job# 122693 9875 Southwest Cascade Avenue Ea•N Powering Business Wortdnrde Brace Identification G-41N LAT-STEEL Brace Type (Per NFPA#13) NFPA Type C Braced Pipe (ft) 4" Sch.10 Steel Pipe Spacing of Brace 35' 0" (10.67 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 60° Type of Fastener Fig.828 Across 3/8"Thick Flange Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) 35 ft(10.7 m) 1.5"Sch.10 Steel Pipe(38.1 mm) 340 ft(103.6 m) G-Factor Used 0.4652 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 774 lbs (351 kg) Material Capacity 1604 lbs(728 kg) Fastener Capacity 944 lbs (428 kg) Fig. 1001 Clamp 1732 lbs(785 kg) Fig.980- 1/2" Universal Swivel 1818 lbs(825 kg) Structural Member STEEL I-BEAMS Calculations prepared by Rene Gordon '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.tolco.com TOLBraceTM Seismic Bracing Calculations V8.8.124 Contractor: MCKINSTRY-PORTLAND OF Project Address: BMW of Tigard Address: 15790 NE MASON STREET,S PORTLAND,OR 97230 E-T«N 9875 Southwest Cascade Avenue Powering Phone: 503-331-0234 mg @usiness tNodwde Tigard, OR Licence: Job#122693 Calculations based on 2016 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" Fig.4L Clamp 2015 lbs(914 kg) 1745 lbs(791 kg) Fig.980- 1/2" Universal Swive 2100 lbs(953 kg) 1818 lbs(825 kg) Type of Brace Sch.40 Fig.828 Across 3/8"Thick Flat 1090 lbs(494 kg) 1384 lbs(627 kg) Angle of Brace 60° Min. *Calculation Based on CONCENTRIC Loading 'Please Note:These calculations are for TOLCOTM 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 Max Horizontal Load 1604 lbs (728 kg) o m TOLCO FIG.828 Fastener Information i ,' BRACE PIPE--� Orientation to Connecting Surface NFPA Type C /� \ Fastener / / TOLCO PG.eso�\ Type Fig.828 Across 3/8"Thick Flange U Diameter N/A �TOI.CO FIG 4L Length N/A Maximum Load 1090 lbs (494 kg) Brace Identification on Plans H-41N LONG-STEEL Prying Factor N/A Brace Type Lateral [ ] Longitudinal[X] 4-Way Sprinkler System Load Calculation (Fpw= CpWp) Cp= 0.4652 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4" (100 mm) Sch. 10 80 ft(24.4 m) 80 ft(24.4 m) 11.78 lb/ft(17.53 kg/m) 942 lbs(427 kg) Subtotal Weight 942 lbs(427 kg) Wp(incl. 15%) 1083 lbs(491 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 504 lbs(229 kg) a" Sch.10 60 Maximum Fpw per 9.3.5.5.2(if applicable) N/A fTOLBraceTM Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation BMW of Tigard Job# 122693 9875 Southwest Cascade Avenue E sT Powering Business WurMnrde Brace Identification H-41N LONG-STEEL Brace Type (Per NFPA#13) NFPA Type C Braced Pipe (ft) 4"Sch.10 Steel Pipe Spacing of Brace 80'0" (24.38 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 60° Type of Fastener Fig.828 Across 3/8"Thick Flange Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) 80 ft(24.4 m) G-Factor Used 0.4652 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 504 lbs (229 kg) i Material Capacity 1604 lbs(728 kg) Fastener Capacity 944 lbs(428 kg) Fig. 4L Clamp 1745 lbs(791 kg) Fig.980- 1/2" Universal Swivel 1818 lbs(825 kg) Structural Member STEEL I-BEAMS Calculations prepared by Rene Gordon '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'TM 8 Visit us at www.tolco.com • TOLBraceTM Seismic Bracing Calculations V8.8.123 Contractor: McKinstry,Co. Project Address: BMW of Tigard Address: 16790 NE Mason St.,Suite 10 — A Portland,OR 97230 9875 Southwest Cascade Avenue Phone: (503)331-0234 Powering 8esinessWorfdwide Tigard, OR Licence: CCB#172811 Job#122693 Calculations based on 2016 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" Fig. 1001 Clamp 2000 lbs(907 kg) 1732 lbs(785 kg) Fig.980-1/2"Universal SWIVE 2100 lbs(953 kg) 1818 lbs(825 kg) Type of Brace Sch.40 Fig.828 Across 3/8"Thick Flat 1090 lbs(494 kg) 1384 lbs(627 kg) An le of Brace 60°Min. *Calculation Based on CONCENTRIC Loading 9 *Please Note:These calculations are for TOLCO TM 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 1604 lbs (728 kg) - TOLCO FIG.828 * — os . Fastener Information Orientation to Connecting Surface NFPA Type C TOLCO FIG. 1001 Fastener TOLCO FIG.980 Type Fig.828 Across 3/8"Thick Flange Diameter N/A BRACE PIPE Length N/A Maximum Load 1090 lbs(494 kg) Brace Identification on Plans J-2.5lN LAT-STEEL Prying Factor N/A __.. Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) Cp= 0.4652 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2.5"(65 mm) Sch. 10 25 ft(7.6 m) 25 ft(7.6 m) 5.89 lb/ft(8.77 kg/m) 147 lbs(67 kg) 1.5"(40 mm) Sch. 10 266 ft(81.1 m) 266 ft(81.1 m) 3.04 lb/ft(4.52 kg/m) 809 lbs(367 kg) Subtotal Weight 956 lbs(434 kg) Wp(incl. 15%) 1099 lbs(499 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 511 lbs(232 kg) 2.5" Sch.10 25 Maximum Fpw per 9.3.5.5.2(if applicable) 513 lb(232 kg) {TOLBrace"Version 81 Use of TOLBrace T"' is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations BMW of Tigard Job# 122693 9875 Southwest Cascade Avenue Ew Powering Business Vlkxfdwide Brace Identification J - 2.51N LAT-STEEL Brace Type(Per NFPA#13) NFPA Type C Braced Pipe(ft) 2.5" 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 60° Type of Fastener Fig.828 Across 3/8"Thick Flange Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 2.5"Sch.10 Steel Pipe(63.5 mm) 25 ft(7.6 m) 1.5"Sch.10 Steel Pipe(38.1 mm) 266 ft(81.1 m) G-Factor Used 0.4652 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 511 lbs(232 kg) Material Capacity 1604 lbs(728 kg) Fastener Capacity 944 lbs(428 kg) Fig. 1001 Clamp 1732 lbs(785 kg) Fig.980- 1/2" Universal Swivel 1818 lbs(825 kg) Structural Member STEEL I-BEAMS Calculations prepared by Rene Gordon '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'B Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations V8.8.123 Contractor: McKinstry, Co. Project Address: BMW of Tigard �- *� Address: 16790 NE Mason St.,Suite 10 Portland, OR 97230 9875 Southwest Cascade Avenue Phone: (503)331-0234 Powering Business Worldwide Tigard, OR Licence: CCB#172811 Job#122693 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length T 0" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Fig.4L Clamp 2000 lbs(907 kg) 1732 lbs(785 kg) Fig.980-1/2" Universal Swive 2100 lbs(953 kg) 1818 lbs(825 kg) Type of Brace Sch.40 Fig.828 Across 3/8"Thick Flar 1090 lbs(494 kg) 1384 lbs(627 kg) Angle of Brace 60° Min. *Calculation Based on CONCENTRIC Loading *Please Note:These calculations are for TOLCO'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 1604 lbs (728 kg) :F- -- TOLCO F.G.828 Fastener Information Orientation to Connecting Surface NFPA Type C BRACE PIPE / Fastener TOLCO Fie.sso---\ Type Fig.828 Across 3/8"Thick Flange T Diameter N/A lk. - TOLCO FIG 4L Length N/A Maximum Load 1090 lbs (494 kg) _ g Brace Identification on Plans K-2.51N LONG-STEEL Prying Factor N/A Brace Type Lateral [ ] Longitudinal[X] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) Cp= 0.4652 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2.5"(65 mm) Sch. 10 80 ft(24.4 m) 80 ft(24.4 m) 5.89 lb/ft(8.77 kg/m) 471 lbs(214 kg) Subtotal Weight 471 lbs(214 kg) Wp(incl. 15%) 542 lbs(246 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 252 lbs(114 kg) Sch.10 80 Maximum Fpw per 9.3.5.5.2(if applicable) N/A {TOLBrace T"Version 81 Use of TOLBracer"is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations BMW of Tigard Job# 122693 9875 Southwest Cascade Avenue Er 111.1RI Powering Business Worldwide Brace Identification K-2.51N LONG-STEEL Brace Type(Per NFPA#13) NFPA Type C Braced Pipe (ft) 2.5" Sch.10 Steel Pipe Spacing of Brace 80' 0" (24.38 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 60° Type of Fastener Fig.828 Across 3/8"Thick Flange Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 2.5"Sch.10 Steel Pipe(63.5 mm) 180 ft(24.4 m) G-Factor Used 0.4652 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 252 lbs(114 kg) Material Capacity 1604 lbs(728 kg) Fastener Capacity 944 lbs(428 kg) Fig.4L Clamp 1732 lbs(785 kg) Fig.980- 1/2" Universal Swivel 1818 lbs(825 kg) Structural Member STEEL I-BEAMS Calculations prepared by Rene Gordon 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.tolco.com