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9 'Ur sW Oez .5%f ° ,2 �g ar358" Bill 1Hydrauiic Overview II Job Number: LS0637 R eport Description. Plaza West 5th Floor Job • Job Number Design Ergmeer LS0637 Steve Jones Job Noma _ phone I FAX — - • Plaza West _ _ 503 -657 -5155 _ I 503 - 657 -5182 Mmes. t Slate CerofiragerNJce se Number 9600 SW Oak Street O.S.C.C.B. 104570 Address 2 - -- -- nNJ .._.. -- City of Tigard Clty Sute Lp Code Job Slte I Tigard OR I 97223 System . Density - Area of Appkabon 0.100gpm/ft 900.00ft (Actual 984.24ft _ Moat Demanding Sprinkler Data -- - — Hose Stream. 5.6 K- Factor 14.82 at 7.000 0.00 Coverage Per Sprinkler Number OI Sprinklers Calculated 144.00ft 9 System Pressure Demand — System Flow Demand 66.761 251.43 Total Demand Pressure Result 251.43 @ 66.761 +34.189 (33.9 %) Siippfes ' . - • . Check Potnt.Gauges • _ . Node Flow(gpm) Hose Flow(a DM l Static(psi) Residual(psi) Identifier Pressure(psi) K- Factor(K) Flow(apm) 1 2293.30 0.00 '101.000 98.000 FP4. Plaza West 3rd -Stti Fbor.tad . ' . • - . • • .... ' Suzy at Mode 1, (7293:30, OLIO, 101.000, 98.000) % -. - .... . , . 150 - 135 g, ri rb nn 0 0000 OP G n ll 0 ti: r,- 0 ii 0 J a ' n 0 fi a r, hr� c m" 120 • 0 0 0 U U U 0 U 0 U. t, n -._c c 7 t j � 11 • 0 00000000.M a m, 1 . 0 , O U 105 '.Static Pressure 101.000 u u I e.ir' t i6 r= = wel a ,_{J I' ■ftessuir■,....22 93.30 a98. 00, n t] n .1 nl n o,i m== t= C C_' 90 0 7 U V 0 0 ,11. n t J o f ov r, In m 75 5 251.43 @ 66.761 , IL' 60 o- • oo uo u U nn a_.. 45 1 0 n t! 9- n L n r n 1 n a n1i :if , System demand curve ;� 0 ll 1 I 7 1 l r e 7 . ' 0U 0 ❑ 0 . . . . n . ii - ry l o6u . n t r, t 1' ` :'' ,9 15 c , u_ �., 0 ` Ll II n U # ,•� - 0 FA10gHH1111111 HUHH! 111111111 111111111 111111111 111111111 1111 11111 n ,1 n n n , t - „ " ;� , a.' 1000 1500 2000 2500 O n U o o U 0 n I .,: ,t 4yl 750 1250 1750 2250 Water flow, gpm 4, © M.E.P.CAD, Inc. NI AutoSPRINK® VR5 v5.1.32 05/29/2009 9:52:22AM Page 1 ill (Hydraulic Summary 1 Job Number: LS0637 R eport Description: Plaza West 5th Floor Job • Job Number Design Engines LS0637 Steve Jones • Job Name —' State Certification/License Number Plaza West O.S.C.C.B. 104570 Address 1 - -- - -- AfU — - - - - - -- - -- 9600 SW Oak Street City of Tigard •r Address Job Site - -_— City - State I Lp Code Drawing Name - - -- Tigard OR . 97223 FP4 Plaza West 3rd -5th Floor.cad System Remote Area(s) . . - • • Mort Demendng SprinIder Data Gcapenoy 5.6 K- Factor 14.82 at 7.000 Light Hazard Ness N Al Ninety Source - - - Ninety - - -- _... ... Area of App eotion - -- -- 0.00 0.100gpm /ft2 1 900.00ft (Actual 984.24ft Addbonel Noe Supplies _— Number 01 Sprinklers Calculated ._ - -.- Coverage Per Sprinkler _. Node Flow(apm) 9 144.00ft Hose At Node 426 100.00 AutoPeak Results Pressure For Remote Nee(s) Adjacent To Mort Remote Ares Total Hoes Symms 100.00 System Flow Demand Teal Water Reeked (Indudng hoes Arowanoo) - 251.43 251.43 Maximum Pressure Unbalance In Loops 0.000 MaWnun Wooly Above Ground 11.58 between nodes 340 and 427 Mardrnun Vdooy Under Grouts - - --- 2.60 between nodes 1 and 175 Volume oapdy of We Rpm j Volume capacity of Dry Pipes ' 629.03gal 1 gay . - • Hose Flow Static Residual @ Flow Available @ Total Demand Required 1 Safety Margin - Node (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) 1 0.00 101.000 98.000 I 2293.30 100.950 J 251.43 L 66.761 34.189 • Contractor . - Contractor Number Contact Name Contact Title 1 Steve Jones Project Manager Contractor Name Phone Extension Western States Fire Protection Co. (503) 657 -5155 211 Address 1 FAX 13896 Fir Street (503) 657 -5182 . Address 2 Enoll Suite B Steve.Jones @wsfp.us City — -- State Zip Code Web-Se — Oregon City OR 97045 k, © M.E.P.CAD, Inc. 11 AutoSPRINK® VR5 v5.1.32 05/29/2009 9:52:23AM Page 2 • Bill `Summary Of Outf lowing Devices II Job Number: LS0637 Report Description: Plaza West 5th Floor Actual Flow Minimum Flow K- Factor I Pressure Device (el3m) (Apm) (K) (psi) Sprinkler _ 554 18.33 14.40 5.6 10.714 Sprinkler 555 _ 17.92 _ ! 14.40 5.6 r 10.240 Sprinkler 556 L 17.80 14.40 5.6 10.104 Hose 426 100.00 I 100.00 0 33.402 _ Sprinkler 559 I 15.86 14.40 _ 5.6 8.022 Sprinkler 563 17.97 _^ 14.40 5.6 10.298 Sprinkler 564 15.60 14.40 5.6 7.761 Sprinkler _ 570 ' 17.79 14.40 5.6 10.096 Ito Sprinkler 571 14.82 I 14.40 5.6 7.000 Sprinkler 572 15.34 _ , I 14.40 5.6 7.502 _ • c Most Demanding Sprinkler Data �A © M.E.P.CAD, Inc. do AutoSPRINK® VR5 v5.1.32 05/29/2009 9:52:23AM Page 3 111 [Node Analysis II Job Number: LS0637 R eport Description: Plaza West 5th Floor Node I Elevation(Foot) I Fittings Pressure(psi) I Discharge(gpm) 44 34'-11 mecT{8 -0) 0.000 I 50 34' -11 mecT(8' -0) ;_ 0.000 1 53 34' -11 mecT(8' -0) 1 0.000 I _J __ 56 � 34' -11 mecT(8' -0) __ I _ 0.000 ' __ _ _ 61 I _ 34' -11 mecT(8' -0) 0.000 I L _ 175 1' -5 1/2 -_ 60.869 _ - 197 5V -11 mecT(8' -0) _ I 21.412 _ - 203 58' -11 mecT(8' -0) _ _ _20.546 206 58' -11 mecT(8' -0) 19.798 209 _ _ _ _ 58' -11 mecT(8' -0)__ _. __.. I 19.177 214 - 58' -11 mecT(8' -0) • -_ 17.691 L_ 326 _ 58' -11 mecT(8' -0) - 15.678 328 _ 58' -11 mecT(6' -0) • 15.349 331 58' -11 mecT(6' -0) 15.163 333 58' -11 T(5' -0) - 14.751 -- - - I - - -_ 336 j -- 58 -11 T(5' -0) 14.105 - - - 340 _ 58' -11 T(5' -0) __ 13.977 403 53'-0 PO(12' -0) 33.916 402 _ 54'-8 mecT(16' -51/2) 33.181 427 58' -11 I T(5' -0) 11.114 439 58' -11 T(5' -0) 14.183 442 - - -- 58' -11 T(5' -0) 10.713 - _ 458 58' -11 T(5' -0) 13.907 _ 1 - 3' -21/2 2S, T(4T -31/2) 66.761 251.43 554 58' -61/2 Spr(r10.714) _- -_ 10.714 _ 18.33 555 58' -6%z Spr(- 10.240) _ 10.240 17.92 _ 556 58'-6 Spr(- 10.104) I 10.104 17.80 _ 426 53'-0 Hose _ 33.402 100.00 559 _ 58'-6 Spr(- 8.022) 8.022 _ 15.86 563 58' -6%z Spr(- 10.298) 10.298 _ _ 17.97 _ 564 _ - 58' -6 %z Spr(- 7.761) _- 7.761 15.60 -- 570 _ 58' -61/2 Spr(- 10.096) I 10.096 _ 17.79 571 58'-6 Spr(- 7.000) _ _ 7.000 14.82 572 -_ 58'-6 I Sir(- 7.502) 7.502 I 15.34 L -_ -- [N, © M.E.P.CAD, Inc. ('',S AutoSPRINK® VR5 v5.1.32 05/29/2009 9:52:23AM Page 4 Hi 11 [Hydraulic Analysis Job Number: LS0637 R eport Description: Plaza West 5th Floor Pipe Ty Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length v Route 1 DR 1.0490 0=14.82 5.50 C =120 _ 0.074703 42' - Pf 3.885 571 58' -6 q =14.82 K =5.6 7.000 Spr(- 7.000) 10' -0 Pe -0.172 442 58' -11 10.713 5E(2' -0) 52' -0 Pv BL 1.0490 0=30.42 11.29 C =120 0.282652 12' -0 Pf 3.392 442 58' -11 10.713 Pe 336 58' -11 14.105 12'-0 Pv BL 1.3800 0=48.34 10.37 C =120 0.175134 1' -1% Pf 1.244 336 58' -11 14.105 6' -0 Pe 328 58' -11 - 15.349 mecT(6' -0) 7'-1Y Pv CM 2.6350 0=97.34 5.73 C =120 _ 0.027402 12'- Pf 0.329 328 58' -11 15.349 Pe 326 58' -11 15.678 12' Pv CM 2.6350 _ 0= 151.43 8.91 C =120 0.062066 20' -7 N 2.013 326 58' -11 15.678 11' -9Y Pe 214 58' -11 17.691 fE(5' -11), fE(5' -10'2) 32'-5'/ Pv CM 2.6350 0= 151.43 8.91 C =120 0.062066 23'-11 Pf 1.486 214 58' -11 17.691 Pe 209 58' -11 19.177 23' -11 % Pv CM 2.6350 0= 151.43 8.91 C =120 0.062066 10' Pf 0.621 209 58' -11 19.177 Pe 206 58' -11 19.798 10'-0 Pv CM 2.6350 Q= 151.43 8.91 C =120 0.062066 12' -0% Pf 0.748 206 58' -11 19.798 Pe 203 58' -11 20.546 12' -0 Pv CM 2.6350 0= 151.43 8.91 C =120 0.062066 13'-11'/ Pf 0.866 203 58' -11 20.546 Pe 197 58' -11 21.412 13'-11 Pv CM _ 2.6350 0= 151.43 8.91 C =120 0.062066 104' -4% Pf 9.929 197 58' -11 21.412 55'- Pe 1.840 402 54'-8 33.181 5fE(5' -11), 2f(- 0.000), BV(9' -7%), 159' -11% Pv mecT(16' -5 %) FM 4.2600 0= 151.43 3.41 C =120 0.005982 1' N 0.010 402 - 54'-8 33.181 Pe 0.725 403 53'-0 33.916 1'- Pv FM 4.2600 0= 251.43 5.66 C =120 0.015283 174'- Pf 4.603 403 53'-0 33.916 126'- Pe 22.350 175 1' -5%2 60.869 fT(21' -1), 10fE(8' -11 %), BV(15' -9 %) 301' -Z Pv UG 6.2800 0= 251.43 2.60 C =140 0.001736 111' -3% Pf 3.869 175 1' -5%2 60.869 100' -10%/ Pe 2.023 1 - 3' -2%2 66.761 3LtE(14' -2), EE(11' -0'a), 2121 Pv BFP(- 3.501), S, T(47' -3'%) or Route 2 DR 1.0490 0=15.34 5.69 C =120 0.079645 41'-6 Pf 3.783 572 58'-6 q =15.34 K =5.6 7.502 Spr(- 7.502) 6'-0 Pe -0.172 427 58' -11 11.114 3E(2' -0) 4T-6 Pv BL 1.0490 0=31.20 11.58 _ C =120 0.296246 9'-8 N 2.864 427 58' -11 11.114 Pe 340 58' -11 13.977 9'-8 Pv BL 1.3800 0=49.00 10.51 C =120 0.179603 0' -7A N 1.186 340 58' -11 13.977 6'-0 Pe 331 58' -11 15.163 mecT(6' -0) 6' -7%2 Pv CM 2.6350 Q =49.00 2.88 C =120 _ 0.007697 12'-4 Pf 0.186 331 58' -11 15.163 1 1' -9% Pe 328 58' -11 15.349 2fE(5' -10Y) 24'-1 Pv v Route 3 DR _ 1.0490 0=15.60 5.79 _ C =120 0.082190 29'4 Pf 3.123 564 58'-6V2 q =15.60 K =5.6 7.761 Spr(- 7.761) 9'-0� Pe -0.172 442 58' -11 10.713 2E(2' -0), T(5' -0) 38'-0 Pv v Route 4 DR 1.0490 0=15.86 5.89 C =120 0.084744 29' Pf 3.263 559 58'-6 q =15.86 K =5.6 8.022 Spr(- 8.022) 9'- Pe -0.172 427 58' -11 11.114 2E(2' -0), T(5' -0) 38'4, Pv o Route 5 DR 1.0490 0=17.79 6.61 C =120 0.104821 29'-0 Pf 3.983 570 58' -6%2 q =17.79 K =5.6 10.096 Spr(- 10.096) 9'-0 Pe -0.172 458 58' -11 13.907 2E(2' -0), T(5' -0) 38'-0 Pv BL 1.3800 0=17.79 3.82 C =120 0.027568 10'-0 Pf 0.276 458 58' -11 13.907 Pe 439 58' -11 14.183 10'-0 Pv BL 1.6100 0=35.76 5.64 C =120 0.047345 12' -0 Pf 0.568 439 58' -11 14.183 Pe 333 58' -11 14.751 12'-1 Pv © M.E.P.CAD, Inc. El AutoSPRINK® VR5 v5.1.32 05/29/2009 9:52:24AM Page 5 111 [Hydraulic Analysis II Job R eport Description: Plaza West 5th Floor • Pipe Type Diameter Flow Velocity HWC Friction Loss ____ I Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length BL __ 1.6100 0 =54.09 8.52 C =120 _ 0.101797 _ _ 1' -1 %z, Pf 0.927 333 58' -11 14.751 8' -0 Pe 326 58' -11 15.678 mecT(8' -0) 9' -1 % Pv o Route 6 DR 1.0490 _ 0=17.80 6.61 C =120 0.104904 29' -6% Pf 4.044 556 58'-6 q =17.80 K =5.6 10.104 Spr(- 10.104) 9' Pe -0.172 340 58' -11 13.977 2E(2' -0), T(5' -0) 38'-6% Pv O Route 7 DR 1.0490 0 =17.92 6.65 C =120 ____ 0.106210 ___ _ 29'-0 Pf 4.036 555 58'-6% q =17.92 K =5.6 10.240 Spr(- 10.240) 9' -O Pe -0.172 336 58' -11 14.105 2E(2' -0), T(5' -0) 38' 4 Pv go Route 8 DR __ __ 1.0490 _ _ 0 =17.97 6.67 C =120 0.106759 I 29'-0 Pf 4.057 563 58' -6% q =17.97 K =5.6 10.298 Spr(- 10.298) 9'-1 Pe -0.172 439 58' -11 14.183 2E(2' -0), T(5' -0) 38'-0; Pv o Route 9 DR 1.0490 Q =18.33 6.80 _ C =120 0.110748 29'-01 Pf 4.208 554 58' -6 %2 q =18.33 K =5.6 10.714 Spr(- 10.714) 9'-0 Pe -0.172 333 58' -11 14.751 2E(2' -0), T(5' -0) 38'-Oj Pv GO Route 10 ST _ - 2.4690 0= 100.00 6.70 C =120 0.039544 1'-0 Pf 0.514 426 53'-0 q= 100.00 33.402 Hose 12' Pe 403 53'-0 33.916 PO(12' -0) 13' Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) I C Value N II Actual Inside Diameter 1° B7 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter 1 = Factor Multiplying Factor 0.713 1.16 1.33 1.51 I k, © M.E.P.CAD, Inc. al AutoSPRINK® VR5 v5.1.32 05/29/2009 9:52:24AM Page 6 • 111(Hydraulic Analysis Report Description: Plaza West r 5th Floor 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 BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen - Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal•pressure at a point in a pipe DeIV Deluge Valve SP Sprig Pt Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90° Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45° Elbow Eel 11%° Elbow Ee2 22W Elbow f Flow Device 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 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 Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap (N� © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 05/29/2009 9:52:24AM Page 7 1111 Hydraulic Graph Report Description: Plaza West r 5th Floor Supply at Node 1 150 135 120 105 • —Static Pressure 101.000 ~ 2293.30 @ 98.000 90 a PI 75 rA w 51.43@66.761 60 45 System demand curve 30 - 15 O tiiiiimii _ ilium' minim 1 1 1 1 1 1 1 1 1 I I I I I I I I I 1 1 1 1 1 1 1 1 1 I I 1 1 I I I I I _ I I I I I I I I 1 1 1 1 1 1 1 1 1 1 250 750 1000 1250 1 1750 2000 2250 2500 Water flow, gpm Hydraullo Graph Supply at Node 1 Stella Premrve 101.000 Residual Pram. 2293.30 @ 98.000 Available Praaure lore of Tat 100.950 @ 251.43 System Demand 251.43 @ 66.761 System Demand (Including Hose Allowance) 251.43 @66.761 gA, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 05/29/2009 9:52:24AM Page 8 Hi 11 (Flow Diagram (Current View) I Job Number: LS0637 Report Description: Plaza West 5th Floor CD n n o c_i ° r \.1 �. l I. -' , .._I I L•' '\ I L i L: I . ; °° a o o =° o 0 i ° 0 0 ° '�: l ' , I ° I-1 ° °. ° ° I.. , � L i U ° ° o ° °° ° ° _� , o J, ,�I r , _(1 ° U u ! L1 U Li L _ a � u u,J L I L.! u � (; u l L( 11c, 1, u Q + - e u, `" tf�n j r�• ° . ° .° ° ° G ,L > ' � B " ;:i 0 k, © M.E.P.CAD, Inc. RS AutoSPRINK® VR5 v5.1.32 05/29/2009 9:52:25AM Page 9 / x0355 ill [Hydraulic Overview II Job Number: LS0637 R eport Description: Plaza West 2nd Floor Job Job Number Des* En@nev LS0637 Steve Jones Job Nurse _ —_ Phone FA% Plaza West 503 -657 -5155 ! 503 -657 -5182 Address 1 — _ -- Stale Cerbficabonhiceue Mantas II 1 9600 SW Oak Street O.S.C.C.B. 104570 �� . Address 2 AEU I ` ,�,` - . City of Tigard �`= Cary Tigard 1 S OR 1 4'97223 I Job Si. - -_ -- MAY 1 t� -1°9 System � .r a c'; "P 1-:° Density e of Appncabon G;' 1 ` • OW lb‘ 0.100gpm /ft 900.00ft (Actual 953.55ft 'o 9 VP* Most Demamdne Sprinkler Data - - -. _ Nose Stems -- 5.6 K- Factor 19.60 at 12.250 • 0.00 Coverage Per SprinWv Rottbe 01 Sprinklers Calculated 196.00ft 8 . Sob. Pressure Demand System Flow Demand - - -- _ 72.692 274.29 Total Demand Pressure Result 274.29 @ 72.692 +28.249 (28.0 %) Supplies . Check Point Gauges - . ' Node Flow(opm) Hose Flow(apm) Static(psi) Residual(psi) Identifier Pressure(psi) K- Factor(K) Flow(gpm) 2 2293.30 0.00 101.000 98.000 • Plana West Site 2ndSP.cad ... • ' . . Supply at Node 2 (2293.30.0.00.101.000.98.000)• • I 150 - ) 135 j r NI! 120 105 tatic Pressure 101.000 793 30 @ 98.% • _ 90 E. E 75 7429 @ 72.692 1 d 60 o_ 45 System demand curve 30 - • r-. 15 0 �5� inn mini 111111111 ilium] 11 11 1 1 1 1 1 'mum 1 1 11 1 1 1 1 1 I I i I l l I I I - 7501�1250 1500 1750 2000 2250 2500 U zb Water flow, gpm (66,© M.E.P.CAD, Inc. [ARI AutoSPRINK® VR5 v5.1.32 05/29/2009 9:00:34AM Page 1 Bill [Hydraulic Summary ` Report Description: Plaza West 2nd Floor Job Job Number Design En grass LS0637 Steve Jones Job Herne Slab m CeraflcAaA.ksrae Numbs _ - - Plaza West O.S.C.C.B. 104570 Addr se 1 - - - - -- AHJ _... - 9600 SW Oak Street City of Tigard . Addreea 2 -- Job Ste — - Cdy - State —1 La Code Drownp Nome - Tigard OR I 97223 Plaza West Site - 2nd - SP.cad System Remote Area(s). Most Demanding Wrens Data Oowtpwwy 5.6 K- Factor 19.60 at 12.250 Light Hazard Hose Allowance At Source - - - -- — - - — -- Density Area of Applrcaaon 0.00 0.100gpm /ft 900.00ft (Actual 953.55ft Additional /bee Supplies - -- - -- — Numbs Of Sprinkler. CdcreHad Coowogo Per Sp nlds Node Flow(opm) 8 196.00ft Hose At Node 622 100.00 AutoPeek Result Presage For Remote Area(s) Adiecent To Most Remote Area Right: 62.543 • Total Hose Streams 100.00 System Flow Demand Total Water Required (Indudnp lose Allow:wee) 274.29 274.29 Madman Prmwe Unbalance In Loops - - - -- — -- 0.000 Madman Velocity Above Ground ... _.. J 15.01 between nodes 619 and 689 Madmum velocity Under Ground 2.84 between nodes 2 and 142 Volume capacity of Wet Pipes Volume .epecily of Dry Apse . 758.79gal Supplies - • Hose Flow I Static Residual @ Flow Available @ Total Demand I Required I Safety Margin Node (gpm) 1 (psi) (psi) (gpm) (psi) (gpm) I (psi) (psi) 2 0.00 _ 101.000 98.000 I 2293.30 100.941 I 274.29 I 72.692 28.249 Contractor Centrector Numbs Canted tame Contact Tito 1 Steve Jones Project Manager Connector Name - - -- — Phone — Extension • Western States Fire Protection Co. (503) 657 -5155 211 Add:sea 1 FAX 13896 Fir Street (503) 657 -5182 Address 2 E- mall — • Suite B Steve.Jones@wsfp.us City Stab ' So Code Web -Sib — Oregon City OR 97045 k, © M.E.P.CAD, Inc. NV AutoSPRINK® VR5 v5.1.32 05/29/2009 9:00:36AM Page 2 b. No [Summary Of Outflowing Devices II Job Report Description: Plaza West 2nd Floor Actual Flow Minimum Flow K- Factor Pressure � Device (gpm) (gpm) (K) (psi) Sprinkler 977 24.58 19.60 5.6 19.264 _ • Sprinkler 978 24.23 19.60 5.6 18.724 Sprinkler 996 22.93 19.60 _ 5.6 16.767 Hose 622 100.00 100.00 0 54.387 [ _ • Sprinkler _ 1002 22.53 __ 19.60 _ 5.6 16.193 _ _ Sprinkler 1017 20.48 19.60 5.6 13.376 Sprinkler 1021 19.96 _ 19.60 5.6 12.710 c> Sprinkler 1044 19.60 19.60 5.6 � 12.250 _ Sprinkler 1045 19.96 19.60 5.6 12.709 • Most Demanding Sprinkler Data , d(�, © M.E.P.CAD, Inc. FA AutoSPRINK® VR5 v5.1.32 05/29/2009 9:00:37AM Page 3 NI `Node Analysis II Job Number: LS0637 Report Description: Plaza West 2nd Floor Node I Elevation(Foot) Fittings I Pressure(psi) Discharge(gpm) 201 -0'-8 0.000 198 -0' -8 fE(4' -3 %z) 0.000 204 - 0' -7' /a 0.000 _ 202 -0' -8 0.000 206 -1' -7'/2 I 0.000 -- - - -- - - - - 211 -0' -0 0.000 _ • 142 - 1' -2 - - _ 66.722 400 22' -11 T(6' -0), T(8' -0)_ 0.000 I 403 _22' -11 2T(8' -0) _ 0.000 ; - __. 4321 _ 22' -11 mecT(8' -0) T 38.725 I _ 438 I _ 27-11 mecT(8' -0) 37.603 _ 442 ' _. 22' -11 mecT(8' -0) 36.632 - _ 445 27-11 , mecT(8' -0) • _ _ 35.827 -_ 452 27-11 mecT(8' -0) • _ 33.900 457 23' -10% E(3' -0) • 0.000 461 _ 23' -10% T(6' -0), T(8' -0) 28.530 462 24'-6 mecT(8' -0) _ 30.374 464 23' -101/2 I T(8' -0), T(6' -0) 28.300 465 24'-6 I mecT(8' -0) 30.151 523 23' -10'A T(5' -0) 26.013 532 23' -10% T(5' -0) 25.283 603 23' -10% T(5' -0) - 22.633 607 1T-0 PO(12' -0) 54.881 649 18'-8 mecT(16' -5 %) _ 54.161 619 23' -10% T(5' -0) 21.854 689 23' -101/2 _ T(5' -0) -- 18.024 702 23' -10' T(5' 2 0) 17.116 1 27-6 _ _ 0.000 214 -0'-8 _ 0.000 2 u - _ -- -3'-6 2S, T(47' -31/2) 72.692 274.29 977 22'-6' Spr(- 19.264) _ 19.264 24.58 978 22'-6Y Spr(-18.724) 18.724 _ 24.23 996 _ 27-6 Spr(- 16.767) _ 16.767 22.93 622 1T-0 Hose _ 54.387 100.00 10021 22' -61/2 Spr(- 16.193) 16.193 22.53 1017 r 22-61/2 Spr(- 13.376) 13.376 20.48 1021 27-0 Spr(- 12.710) 12.710 19.96 1044 22'-61/2 Spr(- 12.250) 12.250 19.60 1045 27-6% Spr(- 12.709) _ I _ 12.709 19.96 k, © M.E.P.CAD, Inc. E;e AutoSPRINK® VR5 v5.1.32 05/29/2009 9:00:39AM Page 4 111 [Hydraulic Analysis II Job Number: LS0637 R eport Description: Plaza West 2nd Floor Pipe Type Diameter Flow _ Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length - v Route 1 DR 1.0490 0=19.60 7.28 C =120 0.125357 3T Pf 5.453 1044 22' -6Y2 q =19.60 K =5.6 12.250 Spr(- 12.250) 6'-0 Pe -0.587 702 23' -10'2 17.116 3E(2' -0) 43'1 Pv BL 1.0490 0=39.56 14.69 C =120 0.459713 12' Pf 5.517 702 23' -10Y2 - 17.116 Pe 603 23' -10Y2 22.633 I 12' Pv BL 1.3800 0=62.50 13.41 C =120 _ . _ 0.281681 _ _ 12'-0 Pf 3.380 603 23' -10% 22.633 Pe 523 23' -10% 26.013 12'-0 Pv BL 1.6100 Q =87.07 13.72 C =120 _ 0.245585 2' -3 Pf 2.517 523 23' -10% 26.013 8' -0� Pe 461 23' -10Y2 28.530 T(8' -0) 10' -3' Pv RN 1.6100 0=87.07 13.72 C =120 0.245585 0' -7Y Pf 2.122 461 23' -10Y2 28.530 8' Pe -0.278 462 24'-6 30.374 mecT(8' -0) 8' -7 Pv CM 2.6350 _ 0= 174.29 10.25 C =120 0.080498 _ 23'- Pf 2.832 462 24'-6 30.374 11' -9Y Pe 0.693 452 22' -11 33.900 2fE(5' -10Y2) 35'- Pv CM 2.6350 0= 174.29 10.25 C =120 0.080498 23' -11Y Pf 1.928 452 22' -11 33.900 Pe 445 22' -11 35.827 23'-11 Pv CM 2.6350 0= 174.29 10.25 C =120 0.080498 10' Pf 0.805 445 22' -11 35.827 Pe 442 22' -11 36.632 10' ' Pv CM 2.6350 Q= 174.29 10.25 C =120 0.080498 12' -0 . Pf 0.970 442 22' -11 36.632 Pe 438 22' -11 37.603 12' -0Y Pv CM 2.6350 0= 174.29 10.25 C =120 0.080498 13' -11' . Pf 1.123 438 22' -11 37.603 Pe 432 22' -11 38.725 13'-11 Pv CM 2.6350 0= 174.29 10.25 C =120 0.080498 104' -4Y Pf 13.596 432 - - 22' -11 38.725 - -- 64'-6Y Pe 1.840 649 18'-8 54.161 fT(14' -10), 4fE(5' -11), 2f( -0.000 , 168' -10Y Pv BV(9'-7%), mecT(16-5 %) FM 4.2600 0= 274.29 6.17 C =120 0.017952 _ 150' -6Y Pf 4.972 649 - - 18'-8 54.161 126'- Pe 7.589 ' 142 1' -2 66.722 fT(21' -1), 10fE(8' -11 %), BV(15'-9%) 276'-11 Pv UG 6.2800 0= 274.29 2.84 C =140 0.002039 111' -3Y. Pf 3.947 142 1' -2 66.722 100' -10' . Pe 2.023 2 -3' -6 72.692 BFP(- 3.514), S ( ) I 212' -2 Pv w Route 2 DR 1.0490 0=19.96 _ 7.41 C =120 0.129699 39'-6 Pf 5.901 1045 22' -6'/2 q =19.96 K =5.6 12.709 Spr(- 12.709) 6'-0 Pe -0.587 689 23' -10% 18.024 3E(2' -0) 45'-6 Pv BL 1.0490 0=40.44 15.01 C =120 _ 0.478818 8'-0 Pf 3.831 689 23' -10Y2 18.024 Pe 619 23' -10% 21.854 8'-0 Pv BL 1.3800 0=62.98 13.51 C =120 0.285734 12'-0 Pf 3.429 619 23' -10'2 21.854 Pe 532 23' -10'2 25.283 12'-0 Pv BL 1.6100 Q =87.21 13.74 C =120 0.246305 4' -3 Pf 3.017 532 23' -10'2 25.283 8'-0 Pe 464 23' -10'2 28.300 T(8' -0) 12' -3 Pv RN 1.6100 0=87.21 13.74 C =120 0.246305 0' -7%2 Pf 2.128 464 23' -10Y2 28.300 8'-0 Pe -0.278 465 24'-6 30.151 mecT(8' -0) 8' -7% Pv CM 2.6350 0=87.21 5.13 C =120 0.022362 10'-0 Pf 0.224 465 24'-6 30.151 Pe 462 24'-6 30.374 10'4) Pv GI Route 3 DR 1.0490 0=19.96 7.41 C =120 0.129701 29'- Pf 4.994 1021 22'-6 q =19.96 K =5.6 12.710 Spr(- 12.710) 9'- Pe -0.587 702 23' -10%2 17.116 2E(2' -0), T(5' -0) 38' Pv o Route 4 DR 1.0490 0=20.48 7.60 C =120 _ 0.135976 29'-6 Pf 5.235 1017 22' -6% q =20.48 K =5.6 13.376 Spr(- 13.376) 9' -0 Pe -0.587 689 23' -10'2 18.024 2E(2' -0), T(5' -0) 38'-6 Pv o Route 5 DR 1.0490 0=22.53 8.37 C =120 0.162279 29'-6 Pf 6.248 1002 22'-6% q =22.53 K =5.6 16.193 Spr(- 16.193) 9'-0 Pe -0.587 619 23' -10% 21.854 2E(2' -0), T(5' -0) 38'-6 Pv (g, © M.E.P.CAD, Inc. gli AutoSPRINK® VR5 v5.1.32 05/29/2009 9:00:40AM Page 5 F (Hydraulic Analysis r Job Number: LS0637 Report Description: Plaza West 2nd Floor 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 6 DR _ 1.0490 __ 0 =22.93 8.51 C =120 _ 0.167592 29' -i"1 Pf 6.452 996 22'-6 q =22.93 K =5.6 16.767 Spr(- 16.767) 9'-0 Pe -0.587 603 23' -10Y2 22.633 2E(2' -0), T(5' -0) 38'-6 Pv v Route 7 DR _ 1.0490 0 =24.23 9.00 C =120 0.185607 29'4 Pf 7.146 978 22' -6Y2 q =24.23 K =5.6 18.724 Spr(- 18.724) 9' -0 Pe -0.587 532 23' -101/2 25.283 2E(2' -0), T(5' -0) 38'-6 Pv 0 Route 8 DR 1.0490 0 =24.58 9.12 C =120 0.190549 _ 29'-6I Pf 7.336 977 22' -6% q =24.58 K =5.6 19.264 Spr(- 19.264) 9'4 Pe -0.587 523 23' -101/2 26.013 2E(2' -0), T(5' -0) 38'0 Pv a Route 9 ST 2.4690 Q= 100.00 6.70 __ C =120 __ 0 .039544 I 0' Pf 0.494 622 17-0 q= 100.00 54.387 Hose 12' Pe 607 17-0 54.881 P0(12 -0) 12' Pv FM 4.2600 0= 100.00 2.25 C =120 0.002776 1' Pf 0.005 607 1T-0 54.881 I Pe -0.725 649 18'-8 54.161 1'-8 Pv Equivalent Pipe Lengths of Valves and Fittings ( only) . . II C Value Multiplier , II 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 L © M.E.P.CAD, Inc. al AutoSPRINK® VR5 v5.1.32 05/29/2009 9:00:40AM Page 6 [Hydraulic Analysis r Job Number: LS0637 Report Description: Plaza West 2nd Floor 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 BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen - Williams Constant Cr Cross Run OR Outrigger pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe P Pressure due to elevation difference between indicated points E 90° Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45° Elbow Eel 11 %° Elbow Ee2 22W Elbow f Flow Device 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 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 Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap (N © M.E.P.CAD, Inc. '1' AutoSPRINK® VR5 v5.1.32 05/29/2009 9:00:40AM Page 7 11 [Hydraulic Graph Job Number: LS0637 Report Description. Plaza West 2nd Floor Supply at Node 2 150 135 120 105 tatic Pressure 101.000 293.30 @ 98.000 90 . d 75 74.29 @ 72.692 O) 60 45 ysteml demand curve 30 15 0 1 1 1 1 1 1 1 1 1 I 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 1 1 1 1 1 1 1 Q250 500 750 1000 1250 1500 1750 2000 2250 2500 Water flow. gpm Hydroulis Graph Supply at Node 2 Stella Pressure 101.000 Residual Promisee - --_. 2293.30 @ 98.000 - -- — — Available PreuuroTlme of Tact 100.941 @ 274.29 System Demand 274.29 © 72.692 System Demand (Indudnp Hose Allowance) — 274.29 © 72.692 �N © M.E.P.CAD, Inc. �°�� AutoSPRINK® VR5 v5.1.32 05/29/2009 9:00:41AM Page 8 ' 1111[Flow Diagram (Current View) 1 Job Number: LS0637 Report Description: Plaza West 2nd Floor , . • , , ..., pid I , 11Q! 10 .1r, r11; 1§1 P/1 "1 [Is ' , 11 I A -II 0 \ 1.0 0 0 [A 0 Li . J cEl N -& ''A 0 Al 0 g .0 E o , ..1 I,' Li .--.' _1 -A ea 64 r., p a q a, 7 - , 7a 7 N" h 0 1 El - - Rxd ZJ ( P b1 If M4 q ..° , • E. SI m 1 1 1 _ 1Z., -1 la 14. 0 24 .4 if •-a ' .. d i L• 0 f u - 4. ki - k- L.. Li 11.0 14 1 . PIL I Di SS I L - 1 7-4 2 O 5 - 0 .) Pi4 ../', v• I- :'; ' !• z , - 4j o 1;14 ","-;d? ' • ';' .,... . lc • 0 . 01 ..,- - .___AG, , czt .73 ..7n 1-.-A..1 a u: , t ort , 0 dz , ' _,...-H 1-,--1 N ) . en -720-/ — 1=1 = co — /;: I 11 j 4 \ .1 - t,. ES \ .. ' ES EM... UZI (e. 23" 12.3 ES - g.• r• Idttlr• -. -M".' • . ,. . ...0 — _4_4.Z, ela I.2> ..I.. 3,.. ,•••„.‘,. ■ Lc) M.E.P.CAD, Inc. NI AutoSPRINK® VR5 v5.1.32 05/29/2009 9:00:43AM Page 9