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Report (19) 12/29./2004 19:45 5032038122 WDY INC 01/10 ��r�a�vG� Y 1 �c c5A) l3 � t�'r W D Y I Structural • Civil EngineersFILECOP � Transmittal To: Miller Consulting Engineers From: Doug Paola 503.246.1395 Date: December 29,2004 Job Name: Alberta Rider Elementary Attn: Ray Miller Job No.: 03320 cc: File: 03320fx 136.doc Re: ARES—Plan Review We are sending you the following items: C) Drawings (originals) 0 Drawings(copies) ❑ Report 0 Proposal ❑ Calculations 0 Specifications 0 Letter ❑ Sketches ❑ Other Via: 0 Fax pages incl. Cover 0 Messenger 0 Mail O Express Delivery These items are: ❑ For approval ❑ For your use ❑ As requested O For review&comment Plan review items per our discussion today: Item#5: Revised calculation sheets Al &A2 enclosed. The top reaction of 5.4 kips was previously taken from the retaining wall software which took into account the fixity at the base of a 10 inch wall The revised calculation takes into account the fixity of the 8 inch by 8 loot long wall and shows a top reaction of 5.9 kips and a bottom reaction of 21.1 kips. If we assume that the top reaction is 1/3 x 27 kips = 9 kips this would require (2)#4 to resist. If the wall is assumed to cantilever it would be 7% overstressed in bending although only two bars were considered effective. On page A2 the sliding factor of safety was re-checked using the revised forces. Item#9: The seismic joint is now shown on detail 5/56.1 (enclosed). Item#12: Detail 6/S8 (enclosed) has been revised to show connection from the roof joist to the top of the pilaster(similar to 7/S6.8). This will collect load from the masonry into the roof diaphragm. The nearby skylights have been value-engineered out of the project and will be removed from the structural drawings. Item #13: Revised elevation D/S4.1 enclosed. Reinforcing is now consistent at the lower level. Item#17: Details 21 &22 on S6.1 have been revised to meet minimum reinforcing. Item#23: Detail 12/S6.6 has been revised. I will be out of the office Thursday 12/30, returning on Monday 1/03. If you have any questions you can contact Jim Gipe in our office, or we can speak on Monday. Thanks Signed Dougl Paola, P.E., S.E. 6443 SW Beaverton-Hillsdale Hwy,suite 210•Portland,OR 97221 •ph:503.203.3111 •fx:503.203.8122-www,wdyl cam 12/29/2004 19: 45 5032039122 WD'Y INC PAGE 02/10 W D y Structural • Civil Engineers Mimed REVISED STRUCTURAL CALCULATIONS FOR ALBERTA RIDER ELEMENTARY SCHOOL SW 1301"H & BULL MOUNTAIN ROAD TIGARD, OREGON DECEMBER 29, 2004 S- • rGCN 0. ICY?Sr,g1Un 4�Q it R^4^'.1 RES: 12.3?-2006., DESIGN PARAMETERS: 1997 UBC w/2000 OSSC AMENDMENTS ROOF LOAD 17 psf DL. 25 psf LL+Dnftirig Per UBC Appendix Chapter 16 FLOOR LOAD 60 psf DL Classrooms 40 psf LL Corridors 100 psf LL Library 60 psf LL WIND 80 mph Zonc, Exposure B SEISMIC Zone 3,Soil Profile Sc MATERIALS: CONCRETE 3,000 psi at 28 days REINFORCING Fy=60,000 psi STRUCTURAL STEEL Wide Flanges:ASTM A992 gr.50, Other: ASTM A36 MASONRY f'rn=2,600 psi— Special Inspection Required CONTENTS: MISC. CALCULATIONS. ..,. A-1 &A-2 DRAWINGS SK-103 (revised), SK-122 to SK-126 6443 SW Beaverton-Hillsdale Hwy, surae 270• Portland, OR 97221 -ph' 503.203.8111 •fx.503 203 8122-e:wdy@wdyi.corn 12/29/2004 13: 45 50320.38122 IAD`/ INC PAGE 0.3/18 rivilDy Structural •Civil Engineers Job Name: Alberta Rider Elementary Job No: 03320 Sheet No: Ai Client: Ellis Esllck Associates P.C. Date: /71)1104. By: dep gE70/N/NA G✓Aji..-- &- EbEalip/L E FP 40 kg- (PA, las iv[. REsr OM y 2GS 4 �•',i✓X '07.33)/AZ7 Pst)- 69 3 .aLA 1)Z, _ 6,-7A 3,0( 1')2= 9830 Pio' „ -I 10 c.,.o,- 05 e. it_ 4 0,31 ,hz � = In - z- 5-6 7,6 =(a.31X6n�:c.F �0.g,.:Y3Xi1) 04/1/11:=6, 1 )67 i 1 X‘OX7 6— ?-71.1-)1,-)---- /0i5D.9.'I, > 95301:1'k 01( 10111,..44c- ..,/ J'S6, !2'a(. TOP RE4cnoki L 4f 0,1 X.34)z 9,6 IL 5,q .—sj. ,4° Sl 0/r 14 G t 5 IZ 4- 17-4/ LL 8 ' 1 /4= I7-0o Poi. x 4.S.';. 5900 'c ai.i K-- P p,T 311 tA10",4-x` 61 2 pot k 4.5 /= 31/ 6 pcF%---, Vi, =o,1 X z 3/!8x h.11)- 46/C ---,\,„....,,,.../.,,,,./--- 6t ' 6,7> 4 3118,117.? �',�3) ._(5400/11.?-,)j __j, w, /06. 3 ..4.'11( —' IF CdnnLuiGYpD lino LL ?,l$ 1�,3' L 'R 1 k. �- �' rna (I 1-I 4 XIX I 33) = 26-5 (2 ) -#'5–c.... Ego OF 1,i4s 6 b = 8 " 61. 90" am 1, 8Z 0101.--q0, 1 AO'6 zIKOX901- IZr 2�8 �,>L > 106 01. �t lie_VX )v 30,„ ( g,x,,,,,= 6- k 4C t ok g ca,/• wACL l d6—.6r- IL'1"/. G.t,-_ LZ) -0r &z. i,,,,, 6443 SW Beaverton-Hillsdale Hwy,suite 210•Portland,OR 97221 •ph:503.203.8111 •fx:503.203 8122-www,wdyi,com 12/29/004 19: 45 5032038122 IAIDY INC PAGE 04/10 WY Structural •Civil Engineers band Job Name: Alberta Rider Elementary Job No: 03320 Sheet No: A 2, Client: Ellis Eslick Associates P.C. Date: 17.,/i6/0 - By: dep REra 1/✓Iti,c.- C✓a it IT E461447d2 'l07hv&- /OG 56,1 —> SL1I'h — r5. < l.,S 6y 1 s) F�E�t Foal OF bv/G7N "TOTAL E //4 - /, 5x 6>0 94ad Ja ( r SL�D��v6- F/21 every 0/V Fro-. IOC 4671. ,i > AJC `I 1 PASS/e&.. Oen/Soul)/ Ivd11-/A-e - r i VV fl C1./2.1'y.X `)2= 9 goo'6 �� ) PAssr yr ON ale y1 = ��zZsbXZ')1 = sop 's F/Lrcrtovv g je 106 jit an/ SL.A/3 = (2'X1So)(6 G`1)( o.3)a it 5G• I 76'lI L 2xislsr,4nGn 461 1 4. 4 goo 4 goo +6 oa : 102-7 I 175 /02-7) 6)(fi Z. / 5- 0 lc b 1 L S1-40I.' . AT S7.0& MALL VWn14. = 7-1, ) k P4(14414" _ 1.319115 v�+ P�'lxs'surr✓ arm P . _69,33/4aocr•,�4,s = 34gp 34y AG7/ Vprg, _ 2118X2') f 0346) -2118X/j2 ) 6.6 a`" k rivr OF C J)01I! -17, 1/4.a= 6)5174 F . — I --7 6)so - /)6-7 ct 6443 SW Eeave1on-Hillsdale Hwy,suite 210 •Portland,OR 97221 •ph:503 203.8111 •fx:503.203.8122•www,wdyi.com 12/29/2034 19: 45 5032038122 WDY INC PAGE 05/10 W D y j Structural •Civil Engineers Itamo Job Name: Alberta Rider Elementary Job No: 03320 Sheet No: rj K I 03 Client: Ellis Eslick Associates P.C. Date: 217 f p4- By: dep R 12/.4104. 2" 1/2" L4 x 4 x 1/4 CONT GAP 5La8 ON MTL DECK 2" BEARING CTYPJ 41J1 4 _ 3/4" 111m BOLTS s 4S' O.G. ` II SHORT SLOTTED HOLES-1II IN BE4?-1 FLANGE PER AISG BEAM PER PLAN 5 SEISMIC JOINT AT FLOOR S6.1 I'' = i'-o" 6443 SW Beaverton-Hillsdale Hwy,suite 210-Portland,OR 97221 •ph,503.203.8111 •fx:503.203.8122•www,wdyi.com 12/29/2884 19: 45 5832038122 i4DY INC PAGE 06/10 flW D Y Structural•Civil Engineers Job Name: Alberta Rider Elementary Job No: 03320 Sheet No: S K 12,2_ Client: Ellis Eslick Associates P.C. 1�_,..�� Date: 17/ q/049., 6y: dep '' it _ U u- 'M _N N ;-\, w w ..... 1 Lu )--,.,, ---- -- `-) E ssy (I) (-0-2 -f--z ` o n - ___ �, ..„.__ -_-: ,__:i it— Q Z � = _ , _........, I N r VIP' Nif t I el o x `� X x d x X ,r 0 • r,°Q \o� r1' 1— 0 CO / ilk. N —�— l zH- +, 0 1 it i',/ L' :1\ (C(//-j C: _ .... co 411-ri l l 1. 'L 6 ELI 111 co „t r I I I ' 1 / i a o Ailss...---:' /\ _ \\\`\„ ,,,,,\w-\\,-\'..\\\,‘,,\. .1. II - CO co cti 6443 SW 6eaverton•Hillsdale Hwy.suite 210•Pound,OR 97221 •ph:503 203.8111 •f:503.203.8122 •v wri wdyi.com 12/29/2004 19: 45 5032038122 1,0DY INC PAGE 07/10 FogLob! W D YJ Structural•Civil Engineersme: Alberta Rider Elementary Job No: 03320 Sheet No: ck /7,3 Client: Ellis Eslick Associates P.C. Date: JZ/i. 04. By: dep — ____ - - — _ _ _ _ _ _ 1 = = / \ \ CC 411111) I O . . z o6-... z H += Y (nwt O r � z O 03UCL, O I CC :12— 40 41) 0 (s = Q CC ND\ `` W . ''nn \ ;_ Z \� - p \ Q Uu ,.. ....._, A. w \ J J \ ^ 4 Q 41) L J O zi- Q Wu Q o :;i4i. (r) W w w ,- 121 6443 SW 8eaverton•Hifsdale Hwy,suite 210•Portland,OR 97221 •ph:503.203.8111 •fx:503.203.8122•www.wdyi.rom 12/29/2004 19: 45 5032038122 I4DY JD'', INC PAGE 08/10 1171WDYIE=1=1EM:==.01111111111111.111111.1.1111......./: ,. ,,, , Job Name: Alberta Rider Elementary Job No: 03320 Sheet No: SK /Z4- Client: Ellis Eslick Associates P.C. Date: /Z. 7...,//0,E_ By: dep b3 TIES .0 8" O.C.—\ FULL I-4T (10) % VER \ \ /(2) rr5 FULL NT I . ,, • / (2) 'S FULL NT. ` • WALL CONTINUES ABOVE AND BELOW OPENINCx (i) '4 NORIZ. • • • ' EXTEND NORIZ. WALL AT 48" O.C. REBAR T4-4R000i-# PILASTER T1'P. 2" �„ � ' CLR • \ .- 2" X �CLR 21 S6.1 1" = 1,-0" 6443 SW Beaverton-Hillsdale Hwy.suite 210•Rolland,OR 97221 •ph:503,203.9111 -fx•503.203.3122•wvnv.wdyi.com 12/23/2004 19: 45 50320.35122 i1JD`' IN C PAGE 09/10 rilWDIfiE1=====iiminiimemminimum. Job Name: Alberta Rider Elementary Job No: 03320 Sheet No: sic Client: Ellis EsUck Associates P.C. Date: /2 1/4,1/0 By: dap (10) *6 VERT / r4 140RIZ. 4T 4a" Or. (2) *5 VERT FULL HT ie2 1D r. CLR .., - *3TIES aB" O.G. FULL HT TYPICAL WALL RE 1NFORCINC% •'' ,. SEE PLAN FOR WALL N -� GLR 22 S61 I„ = I'-m„ 6443 5W Beaverton-Hillsdale Hwy.suite 210-Portland,OR S7221 •ph.503.203.8111 -fx:503.203,8122-www,wdyi.com ..._______12/:29/2004 19: 45 5032038122 WDY INC PAGE 1O/10 QWDYJ Job Name: Alberta Rider Elementary Job No: 03320 Sheet No: s Client: Ellis Eslick Associates P.C. Date: /Z1v I/04, By: dep 1 I/2"y de 1 1/2 (-ENTER BM FROM MASONRY WALL FT ON CORRIDOR GROUTED SOLID \ SIDE OF WALL TYP. \ - — - -Th C w = • I/4 cri 12 1112 (1 BEAT"i (2) '5 4106 x 6'-O" PLAN TOP 4 BOTTOM _. BOND BEAM \ BEAM, SEE PLAN RE INFORCIN '/ • J_ _ — 1/4' C • 3/8" x 3 1/2" W/ (4) 3/4": ,'4325 BOLTS T7P \ FE 3/4 x 6" x 3/5 V SECTION 12-12 & W/ (2) 3/4" DIA. x 6" HC4 AT c 6. 1" - 1'-0" � 6443 SW 2eaverton-Hilisdale Hwy.suite 210-Portland.OR 97221 •ph:503.203 6111 •fix:503.203.6122 •MANw.wdyi.corl 01/04/2005 15: 54 5032038122 WDY INC PAGE 01/07 • FILE COPY rivwDy Structural • Civil Engineers Transmittal To: Miller Consulting Engineers From: Doug Paola 503.246.1395 Date: January 4, 2005 Job Name: Alberta Rider Elementary Attn: Ray Miller Job No.: 03320 cc: File: 03320(x137 doc Re: ARES—Plan Review We are sending you the following items: ❑ Drawings(originals) ❑ Drawings(copies) ❑ Report ❑ Proposal ❑ Calculations ❑ Specifications ❑ Letter ❑ Sketches ❑ Other Via: ❑ Fax 7 pages incl. Cover 0 Messenger 0 Mail 0 Express Delivery These items are: ❑ For approval 0 For your use 0 As requested ❑ For review&comment Plan review items per our discussion today: Item#26: Calculation page A33 enclosed. Item#27: Revised calculation for the 14 inch K joist is shown on page RF16A&B. A minimum T required for the joist has been indicated on the drawings. Net uplift of 18 psf is shown on the overhang. Item#32: Previous calculations used a 75 psf loading for mechanical which is conservative. The revised calculation for the lower beam takes uniform load from the worst case mechanical unit including the concrete slab, and applies it to the full length of the beam. Total load deflection is about 1.1 inches or 0310_ The upper beam total load deflection Is about 1.3 inches or U267. Please call if you have any questions. Thanks Signed Dou s Paola, P.E.. S.E. 5443 SW Beaverton-Hillsdale Hwy,suite 210•Portland,OR 97221 •ph:503.203.8111 •fx:503.203.8122•www.wdyi.com 01/04/2005 15: 54 5032033122 1.4DY INC PAGE 02/07 ' MI' W0 Y Structural • Civil Engineers REVISED STRUCTURAL CALCULATIONS FOR ALBERTA RIDER ELEMENTARY SCHOOL SW 130TH & BULL MOUNTAIN ROAD TIGARD, OREGON JANUARY 4, 2005 •)-e' ^ p-ii tom. ,, :� ,-L t N ,'rt .I,L � 1�R95 � �!nE.J N 0, O.-25 \Q4:1 <�i —4AS E. 4t .PMES: 12-3I- m6 DESIGN PARAMETERS: 1997 UBC WI 2000 OSSC AMENDMENTS ROOF LOAD 17 psf DL 25 psf LL.+Drifting Per UBC Appendix Chapter 16 FLOOR LOAD 60 psf DL Classrooms 40 psf LL Corridors 100 gsf LL WIND Library 60 psf LL 80 mph Zone,Exposure B SEISMIC Zone 3, Soil Profile Sc MATERIALS: CONCRETE 3,000 psi at 28 days REINFORCING Fy=60,000 psi STRUCTURAL STEEL Wide Flanges:ASTM A992 gr. 50,Other:ASTM A36 MASONRY fm=2,600 psi— Special Inspection Required CONTENTS: MISC. CALCULATIONS A-33, RF-7a,RF-16a& 16b DRAWINGS SK-127 6443 SW Beaverton-Hillsdale Hwy,suite 210• Portland.OR 9722t •ph: 503.203.8111 •fx:503.203.8122•e:wdy(awdyi.corn 01/04/2005 15: 54 50320.38122 WDY INC PAGE 03/07 rilWD y Structural • Civil Engineers Job Name: ARS Job No.: p Sheet No: ��3Z 14j-? A Client: A _ Date: 1101105— By: ;Qra) i I . i_ I ir RE-13 Gvw 12 ' 1 i 1 .. ►s/ 1 } .il eo .o�'rT`-.(6000, X l 'z_//Ig l --- -/8 Z. I .. I_ ._._ l�11 S(QB = r �S/1 % a,iL /./2`7 l `! lo , I Z } I i I , W SI i v o,_.., -7:- (2.3i7j/;314 7 6.)= 6g g .01,i,-- i, '; y� � _ i IC22.sXP �-.�1291V) � i ' I (Z9 X'lO4`:)(.71 1) = 0. 60 - 570 i D1.., = o. .s-t:, z. 6 g#- i 1 1 1 , Arm' I.I — 1 i o .. as,, Gvt.e X 4 i ._ .. 1 . . 1 1 N�-1K Nii411200,�. I h.16�Zs S=s/� , I 1. i ' Ode 2l '(17/7") -t is-0 = 6o t %i 1 1 I (/),-'-- -'• 717 ) 1 I ' rl 1 Iz‘-7 _ -. 6443 SW Beaverton-Hillsdale Hwy. suite 210 • Portland, OR 97221 • ph. 503 203 6111 •fx: 503.203.8122•www.wdyLcom 01/04/2005 15: 54 5032038122 WDY INC PAGE 04/07 nimily Structural • Civil Engineers Job Name: A1aps Job No.: 033yo Sheet No: E/ R Client: 4F., Date: 03 OS By: . I I I I R31-17.- AT NWd 1 I I 41, a_. .....i . _ . 1 1 11 I , 201I I iz I I I . ' iEv�, ' K To l5?I T�dBG£ 4- .A j .. s .I I. _... VV . ._ . . ' 111/1.z., =-1l'i !lob . oY /41- 6 i Chip LZ- �� l 7 P4 b AT T4- dt-v_ IA- Zfivi e44-1Az40 4o442 , I I_. _... . , i L.. I I A.tr7£- 2et7 i4 F/I = SO, 5A,v I;,/ /s Ge,.v S �2u ��onAT comr.rw.a/4. .. . _. . _�V� ....._.__. . I.... ... i... , I GN ck. 04IPT ,LSE..— 2 X , I 1 � � w , I 1 ic. - 28Ps 1 I 6 wee n h 11fi.. I ; 11 i° = 33 PrG —.- IIS. . • 1 w iii `9• 33 6",.) ./3z. ... i_ r1 ' Cl 1z #)I I. 111 z6) i ,� )z.l �cL:- (?--0(;zg)?),2 --. . --) •- 65,2.. . . <J°6'- x:ri F. I f k L ' , I 26.76 I q / . i _tft 2 s I.. 1,2 tr,i, - j, -r. 3 ale I , 1 , , 1 I I 1.x.5, / i/v, = 5.5/./4 I I . ,. .1. L- 1 I 6443 SW Beaverton-Hillsdale Hwy. suite 210 •Portland, OR 97221 • ph:503.203.8111 •fx: 503.203 8122 •www.wdyl.com 01/04/2005 1 5: 54 5032038122 1.4DY INC PAGE 05/07 QW D Y Structural • Civil Engineers Job Name: ASS Job No.: 677720 Sheet No: RF_/6.5 Client: Date: //v4/05- By: Df? i 1 1 , t. i. CA/4-2=2- ti.���,Pr ; nrs-2-0 i l .. 7-12�a ,o2K, /ate '� I PS-'4' ;114/4on ,y... F/Lom4- .L�,00s. ._. O,d4clfr1" a �1 0• 1 ... ...... . { I1 I 1 . i. . 1 . I I, I . Glpwrr. on/ ?b isr -17z id A/Lfs.4 , 7. ovh .wa _ 61 4 iv 1 1 4ir-F3 y I I/g, )),x ^ 0,4-7xs1 I'O .5 -, 0.33 )/.�'x1,� 671 f SF 1 11 i air- rJL - -74-....-/..9-i /. 7_-"Psr .J�a)s7' 1 .__ 3D PSA 0�lc/ . .1. . i i , , 1 9 S' NSA .I.. . i /, s PIP ' ./d/GN.� . I I I l 10._7 Psi 1 I I 1 x- , 1 .1 _ ... l. . l _ . _ 9.9 Psf- i_ I _ i - � �S� a'r . /1.9. psi Nor Xi oy��a�1 1 -To)61- eAc .s'AC Na?' 677' OVLNq v+ /� / r 1PL4r>r ,`' Ca, 67XI, ,( �t. �.. .. 18 ?psi. 9, g , 1 l - g. 9 .. 1 d Pct.-- �� ._ l 6443 SW Beaverton-Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 •rx: 503.203.8122 •www.wdvi.com 01/04/2005 15: 54 5032038122 IWU.r INC PAGE 05/07 riWDY Structural • Civil Engineers Job Name: tErs- Job No.: 0332.0 Sheet No: 3 Client: of Date: By: �A^•3 � 1/t74J � ,rP i12-1 1 , IV , .i 1 , //:/ "1 1. , 17/ to, 61?ID/ANL I/ �^'�Q� �^7r /►V �� dr f 14i0/2-57. a5-4-- A7 4g(9‘ --L 47/7" taioil--- I 'y ve. //i - I , I I 1 f Wa.L I wt. Q Z a I I Ii I I ; L �o 1910,ptW/zs l2_3s-px� i , In i 7 u arta L Puss 1:- � A1-1,7 ' 21 90 psi J I 014 : Cy o PS Ie-X.3 ' / ik 1 t__ 1 (13) "?.5-- AS (3X0.311)/Z3-) ::-. °'31 i's'-'. els. .1 9 . . 1' II 4 1i O.1 Y i- I , , 1D IA.y � f_l_ bk t7 ; IL _ .I.._ 1_ _I C 3)L. # oar izft1 11 , I. 1 1 I i I i 1 , I i I . i , 1. I 1 I 1 , 1 I 1 1 1 1 i . .- t. i 1 I , I 1 I 6443 SW Beaverton-Hlllsdate Hwy, suite 210• Portland. OR 97221 -ph: 503 203.8111 •fx: 503.203.6122•www.wdvi.com 91/94/2995 15: 54 5932938122 WDV INC PAGE 07/97 ri w0Y1 Job Name: Alberta Rider Elementary Job No: 03320 Sheet No: SK r i Client: Ellis Eslick Associates P.C. Date: 0).f/pS Ey: dep 6 7 1 . \ 4 CO ` ® 4 010 56 56,1 w w 8 / N lik abk 503 11 - 05T MFS TO pE51CsN FO RNA 56 4— IB P NET UPL IFT ON OvER 4x22_-------- alli WAY56.1 502 ` 1,-----, W ISx50 / . la K-....-------, I 2023© - �) \ I 1 �� 1 14 Kg4'-0" O.C. 1ELOW 5"° 11 _ � Q LL=20m- MINIMUM I = 53 IN. ) (1-L=3' - �— C I' 153 /'` IS 2 mK ,S) 1 LEDs ``-r�'i 56.5 c 5--/-7:L.-..:23(2:1 / E 1 / \ l i fi' I 1 21 - 1- - -1-- 20 K. - EQ_d5) / 56.E 8�/ LL_23m ` / W.18x40 _-r- )--►- - --*"-71 -r---- SO 2 20 I I �I r ilt 1 la 56.1 56.8 I �� I ' 2m 30 / EQ�4B) — I_ I p\ W 18x35 Flo I W lm 56B _ ---- G- 1---•-17-C (ox13 - - S�O ...v.__ U iI I 66.5 7 r - - l _-_- III 9 ®E 2 1 TPP - n / \,.A . Iu L. I 6443 SW Beaverton-Hilisda!e Hwy,suite 210•Portland,OR 97221 •ph:502 2C2 8111 •fx:503,203.8122•www wdyLcom