Plans Stream
fro
Fence
CITY OF TIGARD
Approved{ a .. .. . [ -3
Conditionally Approved [ ]
See Letter to: Follow [ j
Attached
Permit Number: + —C.� v "ea
Ads - •
By: ' Date: lIZ
90 OFFICE COPY
Slope increases
Approved plans
shall be on job site.
I Proposed deck extension 27' +/-
Existing Deck
V
® 4o Existing House
\ Existing \
40' \Driveway \
V
Private Shared. Drive
41 North
.1 - snt ,
CITY est' nic „, .. • — , LAN REVIEW
BUIDtOPRTNO ,:
PLANNING DIVISION:
" 1- 1 'A .16) --L5° 11 VIP"
Required Settpeks: pprove
0 Not Ad
041.pproved
Side: ,_) Street Side: ,?-0
r' -;q7frolii:‘,
s Y , , , ....■...--.— V
Ci ---Z R
,-)nriv‘-: 0 No pr
Not e
age: -- _,..,
Approved
• ,..; , ! . , Visual Clearance.• --,4.-• A , ,
t,, - , , .11 0 0 .... . N I: 1 1;a' , ., 7 *9 0 . A, .• CI,. ' . ,„. . r ,... .... . . , ..1
r ',' /- . laNtintini-BH Min.) 1-
, .
t •.••:• , ,W,._ f ee:
;
5PrV ic g,J PrOVidt IR e, ,, t,
, , , , . ' P .K Ye 0 No
/- ■ ii t. : - 7. ...2 4 4. 4 1,.. , 7 - t;,,keizti ig10 Rece e
E 'D EPARTMENT : 61
Approved
-... ,
A:• Slope : ' --Vo. :Ail 0 N lit Ap 4 roved
.....-74 Approved
Site PI I •:, /
isp ( /0
'DI . • proved
B : Date
••• ,,,..,..... .
. -
\ i ' .: : 'n '7" '04-e
, -,.,, ,...g/ 1.-" ... - : :9. .4 , f. 3 P ---44--- 614- 4 C ( s -41 • -
•
■
' CITY 01 TIGARD - SITE PLAN_
,
. _ )
BUILDING PERMIT NO,' _
_
Eitpproved
street Trees: • ,
0Yed
Protected Trees: , lei Appl
•■•,te.
f.:irsteq: ,t,
---,-- i { 5, •.• ,,,,„(
/ ri, p .....--,.... ( / •zr ."
c...'
.
--- itc ,___, 61 k 7 ti?—e J
0
•
... i.
I i
41,11
. 01 11
'' I 1
• 1.1111 II
18'
. ill
/ A 400
,,1 /MEW , t — A■
irf Ali 1 f 1 ..V
fe , MI ■MMi MMV AM
12 11/16" -ir $1
, of
0 .
r . ..
:1:»(50a:: so si
16' 3 5/16"
III 11 ''
f ''' • ' ' III 11, /
1..■ ■•," ..m. ■IN A
, ... . ' ' .." . '', -. -•,,"._4;;;;.
..•...111/.— Ill- .7.
---, -.;,-,-..---; Y. ,,/,,,,..-,- .--...,".:,. -;' .-, •-"4"- ',.; -,• - "- 4'.., g r i r
4 • • -4"-, .../.44.-, .:' -- `--. ... '7,4:4- ,,,,:-. /,'-',:-,.,....- .,-, •-:•/. '':- - . ". ..4.• ' .:- ...4 =,-- ' 4.',- :',-:,;:-:- - • -;. .,: ' ' -,---,.-,:--,:- • 4 , .'; .- 11' pr
,4. .:-=-,. ,.,, e4 - -,- 4, .., ,:- ry. • -,,, .i,- ,,.,; ....,„, - 4, ' ,/, ,,,,... -,-4. - , ' . i'. 4.-.-s -' ,.,4'-,-.--.-4.--, '--- -: -',.-/ ..--,-. ' 4 -4..,- , .
..--•-•,4: ,•'• ..-',, /
,,.. 4:/.4 4 -';',/ AI
; .,.. ..;-,..;:-, ... 4.. ::„...,,-. .--,,- ',.. ,;...114...-; :-.:-...,,•,---/ r,
, . -',,-,,., ', •',,,•,•,- ,—. - •••••-• • ' — - /-,-"''- ' -','"- . ' ' : ' ' 410 N .‘ . f' . ' 10 TO LOil 1 ,/,''cii k9,1 =,/,%*-- / ' ' ,./..,•,/,,
N
•.,.....:. •_ ....,._,... ...,„....,„.,, ,,....••:.„..•.,,.,..,:,_.„....../,....,..,:...„,/„__•:„.•,:.-,,2...„,,/,;,,,,,....,,,,-,„- .,,,, g
_. •••.::.,.• ,•,..,•,•••-•..;:.,..-.....•,........„„.........-...,,://„.,..;.c.,,,,,,y,......,...:,,••,./././„..•/.:,..•.,/.:......,....-,./...,:;_.<•:.,-..-,......,,,.:...,,..„.•,...„-, •;,,
1 .
'-, -!• 2 'I" .. . 12, ,,,'' ', : (. 4 ;,;„::,,•, .,-,•;,, .., ,..::,,..--:,. . T4, ;123' . .: .4 . - :•.:-•.,2,. ::,.',-.;..: .,;' ,,,,/' / il
/..:: •-, : ,-, : ; , .• .. :.. ,. - ,, ., - •/- ,,..-,..,,-: / ./ , ...- ///,- - .. ,'..-,.' ',,../.`.,..'....' ' ' 1. -.-"'` ,. /; •-•-•:',.- , . :.-,. 1p 10
6---6- „ • --- . ., ' - .• . 1 • - -- - ' - ' • ' ' ' • • ' P ap -
— - , / - .- , „ • 4 01
... Ad... AIII■ AIM' .4111W /BMW
All■ IMP' - -
/
All • 4 1 r ..,..4
# 111
V'
A A J.". A
fir AMP/ AMP! ..d■ /II .411■ /Mr AIM AEI IMF Ail
, Amp
. /
-N...„,: ' '.- ''. 1 ,-' ,.- ' 2 - : - ,....,- - - - - lir
.'" -' '3 ,,,.: ::, „ .; .-
1 %.
PT 2x12 joist
4x4 cedar posts
I. Blocking at each post
ag aed css
tops Str 1T1IIfb€ n a roppin , 44 i
�� 0 Bl A.
H : --4
,_bi pa as s "r* �� " .
PT block under surface -mount e
post locations S t!i ®l1)
i
•
16' 3 3/8" ••
` 11' 6 7/16" r ` 4' 3 3/8"
i i Codger attached by 1/2"
1 it Ii" 'OC.in staggered pattern �•,
' f ' E et-)6 Offae-WC--„ L 1
2x12 PT joists 16" OC I r--•
6x12 PT beam
6x6 PT post
X2 —
MIAN Secidon '1*-±"- ._ 7- - Fl -4
e • - I I o •
30 "x30 "x12" Ftg. 18" t> f to bottom, with 3 #4 ea
•
.•
, . , . •
S..,.:- . .. .. . . . . .
, . .
. . , .
. .
. . .
. . .
• • , ,
, .
. '
. • 181/8 ,
_
. . .
. 41 ' "
. • .
. , .
. .
. . _
. .
. . .
si . 1.
PT 2x12 framing(blocking above•beam) ----- - . .
L 4P
A
PT 6x12 beam
1/8
Stairway -)' ,' -4. •
1.17_ 1 1/16
1 " • 4*---2' --iri
7' 10 3/-I"
PT 6x6 most
to) b.)) Lir L on On
r
i r --- I
,---
I Nev 30 3x :30 x I.' c It -w- 3 -=•4 ea. way
......„...----- _I
• —--FE1-1 .
•
-
J • � EXISLRIg 57' . / . ^ J r
New Slab for stair landing l . • ;
•
Piers for stair landing
New 30 "x30 "x1'ftg . .
i1E D N ._
Outline of revised deck •
NOTE yy4 — .'
SEE TOP RAIL PROFILE f� ...- "
PACE FOR ALL HANSEN ` - . A R C H I T E C T U R A L
TOP RAILS,.
SYSTEMS
' 'II - E ALE`LidL'FH '-.T •II _ SU, LP - --
m
Fr- 3 3 —1
I F----,,
N ` 5
�J
�` DOOR TOP Rµ IL 200X TOP RAIL t-.
—� 2 3/8 �- 1 11/16 - - _ 1 17/16
r _ I
m \ LJI "
h
60 MAX POST SPAN -
MID - RAIL END PLATE l—
1 1/2 TYP GLASS GAP -- �-- / 1/4063/8 O O MID - RAIL O BOTTOM RAIL
7EM ERED STD. POST SCALE c SCALE c
GLASS /
1 r a a •
Z
;
300X
/ TOP RAIL
.
V
N
\
FINISHED /
FLOOR J 4" SPHERE SHALL
NOT PASS THROUGH
& TYPICAL ELEVATION W/ MID —RAIL
x
u .
z
60" MAX. POST SPAN
1/4 OR 3/8"
TEMPERED
1 1/2 TYP. GLASS GAP -- 1/4" OR 3/8" END PLATE " GLASS
TEMPERED
GLASS
I
i
FINISHED
/ FLOOR "i n
z
! X
N � '
"' i O TYPICAL SECTION
1 L — _
I FINISHED &
FLOOR
O TYPICAL ELEVATION 4" :I RE SHALL
s ATI NOT S THROUGH
ct I
O 4"0 X 4" MIN. a
I
DEEP CORE 10,000 PSI 3/8" SS WEDGE , 1 s
POCKET -, 1 NON- SHRINK I ANCHOR FINISHED
GROUT / FLOOR
gg a
A a
• I,i �. : a
l
6X ANCHOR m
^" MIN EDGE _ ' MIN EDGE -° d
DISTANCE 4 a ' DISTANCE
'
3/8" S5 WEDGE
ANCHOR O SURFACE MOUNT
— CORE MOUNT FASCIA MOUNT
SERIES 200 & 300 GLASS RAIL NG. SYSTEV
www.aluminummiling.com
® 'ARCHITECTURAL
!mss
SYSTEMS
3/8" SS WEDGE FINISHED 3/8' SS LAG E
ANCHOR ` FLOOR SCREW, MIN. 3"
/ EMBE
D -
6X ANCHOR 0
MIN EDGE - -<1 NIF
DISTANCE
°
BLOCK
REQUIRED
O SURFACE MOUNTING DETAIL SURFACE MOUNTING DETAIL
SCALE: 3 WOOD OPTION SCALE 3
1/4 OR 3/8" #10 X 3/4"
THICK GLASS SS
SELF — DRILLING
TEK SCREW
\ RCB
-,,, 4 #10 X 1 3/4"
Go STD. POST SS I t SELF — DRILLING
TEK SCREW
COLOR MATCHED it 1 l
VINYL CAP 4, I `P I : C O •
3/8" HEX NUT ��
5" X 5" X 3/8"
BUTTON CAP SS BASE PLATE
WASHER
I it P
GAS <ET RENE
#14 X 1 3/4"
SS FLAT HEAD
CD SCREW
8 _ - -�
3/8" X 3 3/4" O
CONCRETE
EXPANSION
ANCHOR
O SURFACE MOUNTING DETAIL
SURFACE IVOUNTING DETAILS
www.aluminumrailing.com
'
LEWI & AUG 27 2010
S
F r., :
t-r
VAN VLEET
In corpora ted
principals
Chris c. van vleet. p.a.
ganj j. lewis. p.e.
STRUCTURAL CALCULATIONS
•
FOR
11210 SW Fairhaven Deck
Tigard, Oregon
•
FOR
Allaway Construction
P R 0 Fs.
Iva 0;
•= 15099
4 '
f .
4.AW
JAMES
I
EXPIRES 12-31-2010 I
Lewis & Van Vleet Inc. Project No. 10808
• Sheets S-1 through S-5
Drawings SD-1 through SD-3
consulting engineers
18660 s.w. boones ferry road
tualatin. aregon 97062
[503) 885.8605 phone • •
[503) 885.120 5 fax
LEWIS &
consulting engineers • Job 11 2.10 5W FAll2k}kniEN Dec
I ._# Client A LA-i� J/3 Cem*Je.. -"C".
,a+._ IB660 s.w. boones Ferry mad
tualatin. oregon 97052 Job No. By . 1 -
. (503] 855.8605 Phone (503] OB5.1205 fax
VAN VLEET Date e I 1 0 Sheet No. 5.-1
Incnrpnretetl
4 4
1 --OtoG -r2..
a = .
4.
n
•
- i, • . il ( iq E '. :. ;
•
/ R : _Sc,'-.1 ; • t ; . i
l t : S
TISit2. : l a
r E. ANpli-1( • . {. s.. •
C�t.l i E
S
I
I • 1 J • 2, 1 3,5 ±. , 2 ../.. .
i
. . _ I ® l
I
I
.:
1 V er--- -,- 1.'�/t 1p 40 Cis l= 1 I ID.G —r t i lest.. Ltd •
.. : , _ . _ D L . - _. . q �I ... pM IPo s - e . D -0,,4_1 rJG — , . D. °C_5 le-5f
. .. .: 2.k l'2- i -r . I to:`t o c.. 0 :0 0.3 1e 5 .
F. G/tritA 1)L. = 5.S ".. II.S ! 't!d•ci . i S) o,oIsk(f
y - . . Pei - r• D L . S -S 41 e_SS' / _)..t. I Co
o,o3S 1C ) w 0 0 - 7 t ,
�:ot4rcc F�'
. pnbo-
LIh1
.11. Q / 4.,S' .
1
_ -
...._.. .. .. .. a ._ .- .._ _. _. _.. .. :.. ... .. . .. .. ..... - - . . . . ._
�
- -_ - ... l�� 0..040 i 0, 010D
. 0 , 315'` uN1 - - 0 : o (0'7 'le. -T
.. .:X- S.t, - r ' i it,o..e,n Lerrr. , Pn.ait.F,,6 0,0o Ek- lf(
,.. .f : lt c- _ S rG Ai- Jo
✓L t�s
7/ IPPo.1i, -J pa .
z
o �s(l� .
:. 1 2,� l2 42 - • �ltc1? e
o,cl o►- . .M u+- w =. 2.31 11•L •
....: : ' 1 f. - . 5 C t, ot3j C! I r1 S 1) z 61 20 7 -. 0.49 I t
L. a , = = : . . . i , „ , ■
: 415 Llt000) ( 4Ze TA 4 - )
■
LEWIS &
consulting engineers Job 11210 SW 17.w4 P
4J' Client A l�l.hl.,J.A C d ► -r
1866❑ E.W. boones Ferny road
- a ` tualatln. are on 97062 By L
'w�.;�. 9 Job No. y �!
(5 03] 885.8605 phone [503] 1365.1206 fax
VAN VLEET Date 6 1 0 Sheet No. S - 2
In corp orncad
_ .e,.,x....,...: .,.�........ - �_, ...w ..y ,. .. .5
1
. . ... W z 0:05 I1.-s (tfo,2S`, 1-0"x.7 /t 1,1S t (bEGI4j
i — a 5 $ (� � .o k:.l�' CLtrr2S /11.15 I2�
F ,.. _ . - . .. . . ___ -- ..._____ _ . .. - 1 ! ,� ..1 1 1 I 1 i r : X1_1 ..._ .._ 4:'0.015 -'-- F. -
225' • .1 3$.1. - - '2.zs i
ka 1�.�� rt
1
s
1� s. , 22 1 `'
• ; 5:22 ;
'' '
I �"
M i : , .• .
,
i
ry I.
0 14
I` x M :t3.� ,' 0
A S L. i t : q 2'`-) C 1 s'3' 612 5) _ :6 :. -` '! orb
_ .... 4-5 .0 t-T o 6-) C tc s:.1-1 ■n
s
_
.
s i 1.zs"
... cc- A .
C-- ea >��
3p�: .. 2.P�S tG � H S
D .
1 '1 /�t- � , ..
. 4 L,eC 1 po�T c- Td is 0t-cS i✓ .: 2-1 i✓\ Jo ter . .
$ ' ' %4 P (.- - rt5 -i,. pl< -- ' / . PLC '+ 1. Prim -2; .Fr. 61:?
-Z- I 11 O . C,
:
1
- ii.i i='s.� icf i. -:.∎4 2 4 td i .-S I ig-- j o + S-�S •
_ -
use
a
t ..ur...._�.uvy.. 1 ! ..w:.— v..n.m-�✓.,ar..... .:.- r...w.svr.r • a. r.. �...... rn. �.++ �. w...-- n. o. w- uaw...r.nu..w. «..�r.vrw- .r...r s.� + �ru� �u.r_r.+r...M�r+w+a..r -. xn..r.saa.vns- ...a,w..r.e. v. 1
cp - 3
11210 SW Fairhaven Street
Tigard, Oregon
Conterminous 48 States
2006 International Building Code
Latitude = 45.422
Longitude = - 122.792
Spectral Response Accelerations Ss and S1
Ss and S1 = Mapped Spectral Acceleration Values
Site Class B- Fa = 1.0 ,Fv = 1.0
Data are based on a 0.05000000074505806 deg grid spacing
Period Sa
(sec) (g)
0.2 0.926 (Ss, Site Class B)
1.0 0.335 (S1, Site Class B)
Conterminous 48 States
2006 International Building Code
Latitude = 45.422
Longitude = - 122.792
Spectral Response Accelerations SMs and SM1
SMs = Fa x Ss and SM1 =FvxS1
Site Class D - Fa = 1.13 , Fv = 1.729
Period Sa
(sec) (g)
0.2 1.047 (SMs, Site Class D)
1.0 0.580 (SM1, Site Class D)
Conterminous 48 States
2006 International Building Code
Latitude = 45.422
Longitude = - 122.792
Design Spectral Response Accelerations SDs and SD1
SDs = 2/3 x SMs and SD1 = 2/3 x SM1
Site Class D - Fa = 1.13 ,Fv = 1.729
Period Sa
(sec) (g)
0.2 0.698 (SDs, Site Class D)
1.0 0.387 (SD1, Site Class D)
LEWIS N.
consulting engineers Job t12t0 SW 311- 144 414 : 'Y} Client -1 -w,crt Gc -' r-
1E650 e.w. Octanes ferry road
tualatln. oregan 97062 Job No. By a00.4 i--•
[503) 885.81305 phone (503) 685.1206 Fax
VAN VLEET Date b r 1 0 Sheet No. S"
Incorporated
l .T - t.. /rt) s .
(�tN
e l� 4 - 5
i;
a
Sn. 9 � 5 Nip
t�k �
coP -r1 �t'Y2 - uc'°u r2 C.
e R-t o;as ' 1
I " 1 . o
h
s
I
p1
. . .C�� = D . r 002— co o , S'7 � C1- 0 )rr9,60 ;(94= S -�?)
1 lash - .:
r _ -
g i l
L . 2
�.. 1► -N �a x c�-:cr is --rs- � o.�zs" 63) s.�> � — ( ) . gi
-
. 3 .1...,. ' ..( USE .I; f 0 V.P1 ; 1
1:707c--(/- X sc c - r -c�s _ �l �. ...tI ZS ,:02 R? jf F
0.
1: C, r o 1..c02_( ((0,2.406i2,2 ;
1.
- '-
_. _: :S,Gt.SM lc — ! :Pew_ -�r .� . S. .is 1 e' : 1 '- t.. 0 {2 - � r $-r �{.)
: C
4 t"_ ,
� S �
� / A
-.. -.`. .. - .V S . VG.' -. 1. Co r 1;IS)(.I.4) .�.. .. .,... :
r
�r ,
I'LL
I � i
. 14` r .U,pt�7 to.fCt .1) o- i5(,t5 -h U.O G7 ( . .4
t
32-
s
i
t
LEWIS &
consulting engineers Job I I2-1D X1.1 i= ,n-in -11- G-u .1 t e....
Client ALA LPr st-f. •
',.,. - 15550 s.w. boones ferry road
tualatln. aregon 97062 Job No. By G3 t....
(503] 685.5505 phone [503] 665.1206 Fax
VAN VLEET Date 'a -' 10 Sheet No. S - S
Incnrporeteo
a
i • I`t; 42rf S1r2 -, }0 UFO M eCS..
... m.45'` 0. 4-5' s
: .. __..._�._.�..._._._..__.w.F_.._
1
i
!
. . ....._ . .. . . ' % . .
f
•
•
i i
• hrc -c�t7s ..0.0..._Iod....N - res._.w /..7 _C-AicD...crE:r�GTrd.. ..
C5
/Od EA 0A- i
fi
' ` .. l ! Cq. s . � _ _ = ,. lQ .. 6M -.. I . _.. - ►- .....c ....o0'7 .l‘._U:C &' )
G .
:. iS CI' - . o ; s 1. ) 1 t i') fr
� pig
>a ..- 24 ,..1.-!;
.
:IASC �`IaCtI. �3) �
c o ` 2 _ t� w.e y
w/ .
.
1 •
. _ _ .. .. .. _ .. .. . . � : . f . . -
'. ... .Y -
_
i
i
i r
a ;
•
— --
1 ✓ t
..- ._ . ..
_ . __... ._ ._. , <' tai/ Y4; 4 '- 4" - t �a�,._ _
::.
-� s si p.c . " tea "
='
1 41
- 1Zt/J� -J O 4�.. - 8l,.c�Ct,GF ►-�Cq
� �. ,. °' .. _7;47. - P- 74,,:re -
t-erT_...
._.,...__ .........._____..._.. ......_
: - - - - -
r INfYtj .W� -_.. -r
.._ _ -.. - -._ _ _, 0 /` i ( 2 ) _ p. To_ 1..- EV 40 E -t _ tti . __.
, _..... ,, : - - _
d., S! M P..�N G 5 `__ ▪ AT .
. - .
.., I ._....... ___......rrzissio____. &P.- 11).1.4;1 .c.14,1m:6 ,__.:___
• _ �av� �rM v.4 • , ____. 6 r ai .
jI
.ter r.. �"r �.�.� .�� :_�_�. .. . .
. ,......._____.. - "
_ .
: .. • , . ' .. CO Mo D $t'f°E '1 s x . _ - .
ptw c��ii3.t
Tip.! ciatom. - - -- -- - -._._ - -- _.. -_
Pll.�� •
... o we 11 4.1 I aam ... _ ;.......Wl t2„4-1 I.: r .. MT._
, . : C . • _.. . _...... : . :. PC, S) ... ... ... ...:.
'PT_. 2x12 wM
�� - Tar. lar�Wc�.... :
I. •
•
• °
5
r
•
I ..._......_.: _
! r
- • _ _ gUCTt?1
r
I: :
D.
ear
-- - `-
7�n!\ _ �S � t Na
-: - _ I-- i ?
• T . ...._ _. . -._ - _ -- •
:
cP � iso�
1
Q ,
M
— ovtll�Tt1:1 Pl..i.]
. as
- r�XPTYiRC:12 -3i 201 L'7 .. ....
.._ - LE {/�/ IS ` - & MAO V,+.._4� LEI ; .-. ' , � f 16 Y
_ . . C ✓ , . ` !... . . 1..'- `I' `�/- , v4 �°J_ - : � rE Pntu to : _
in corporated ."
: • . ' u�a arm [.
r .
-" 1 ass 0' sew. boon. ferry : road:'_..... -. •
_.- -
Cualaain, "oregon -97082 ........ '......
. 503.885.8605 phone! . _ .:..:........ _....' . -..... ^ ..
503.885.1208 fax_._... <:..._..:
s po,
_.._.. ....... -:._- _... - ----- _ . ....... ..... ...........:. - - - -' -. - -- - ......._..:... '. _..._.._............ ., ... - elm - -. _: .._, ._ ., : ...... - .. : ..._ ...
-�. G
-r-- ..
— - -- C i3SC4 P Es_r iaf-56
•
Top -- 1i 0 - P C ._
l
I
i'
S
j l
.. -s . _-
r - .__ _....
: , \ : . .
•
$ R CTu l
0 F
F
_
y
,
3 Zo ��-
ti.
B ;
:.- EXP MES 1Z-31
`- I--- -: - L
- - :'LEWIS -. -& VAN VLEE�r - -- -:1 �0-- S�`•�.�r41 �'3A5. Vy -- 1 §tE 1 P "rn..,.' _ 7R co rp o r, a t -ed . tuelatin,ora - ..970 ......._._.. _.. _ ..
5 D3_885_96D5 phone :_ : .. `1 D.
-
5 03_H85_92DB . fax .- - -...: C , L► A
2`
•
•
- • ' ; ; :_.::__...lG 1l-I . er1.._.pt„lat _ . . 71�oGG.JNCa -- PLs�t�.._..._ -.. . _- • - - - 1 G - '= va •
1,, t.--6a ctc..t 1.1 -rn.1
j o'
_ - - - - - -=
• f
1 y` T'
. . . b .�-L .j d' sI:D� .
;" '" _ - -
•
w.
•
•
•
•
•
.
• .F �-" .t.. : .. .. ■
. iii ... ..... -. .
:.-- -:_... - -:.. . ... 1�A ..
'2_ "PL.,�1- . _ - _:....
SItPSaf-4 . .c „ .
. _ :_ : _ Po sr..PGIS . 1.1.. ►.x
4
-
,. r
: . . . . , . . c . . .
:
. • . . , , .__ _ Aka __ - - ._...L.., .__:,,....
• .
-
fr .,., a: 2 s
::;:„, ...„ f : .: i : •. , • i
xti
G
A MS. S
. , �RpS .12 31: 2010 .
LEWOS -& VAN VLEEr
i 12_ Sly) : F,�i iZ:� ... _ .......... _
11 11
incor porated _
18660 a .w. 6o nes ferry road . D CC •
- .tualatin.' Dragon .97062 .......: .. ................... . .......
503. �,
•
_ CI�CIfEll ONAWN • • 885.8605 phones. ......... _... _._...._ :...: t . i. _ . .._ - a
I.. � � ,r 3
. . '. 503_ 885.1206 fax. ....... 7/ 1 . L ....._... 1 ... ............ . ....... � e7iro . m.a
11ee 'Y
•
•
Rte_
cs)
(IN