Loading...
Plans - - .- . ." " ' • - 1 ..- l'.. .11111).`..•.:,,, / • „. . . . ;....: .• .' . ., . . , , , r :-; ... : , 0 .1- : . • . : . .,..":.,J;f„,- ''. :'1 ,,-- l f:;:: .7 :. ...'.* . ... .. . . o . . .. • .. - - 3 o - 6 . . • . . . . 1 ' . • ,, ___ : ......_____________... . . et . . . . ._ . . ,,„ • . . . . . • ..`,...i • 4 1? 0 ., F, i; * . . . . . . . ., ,;',-::4 , I.. ow- .....7.; -,•-:, 7: ---- t_ - _ - _ - _•_ - :, zr...==== • - - - .,,,-. ........ ------_ .) - - .. 3- -0 .... --------------------------------.-------- — - - - .. —. _ .., . —-------- --... - -- • -, --. • _ ...... : •. -• _i_.::: ": ,-. -.:* - -_ ; -,- .' . : ',-, ':' ._'• iNt. .*f - ...___ ...... _ • ' .-. . . ',;. • " I li I IN .:.. • ' 23 - 0 ' - 0 4 C) j / / 8 - o -o (-- _ . ..-- 7 --- ,, 3 ---- .... ......- , • i-- 1-_-.,, ,. ,-- •-_. ___. ,...._.- :: (V • , 7 I I •-", j ' V..... l!' / ..----:---------- '. i _-,, '''. . . - . - _ - - - . . ---- t 2 - - . ) ') ' 1 % '■ VV . se A , • . .40 * 1 c14 v a 1 - 2 I : 4 'SCveer\ed , ...., / 1 i - D ,r - 1 • ,- VVS ii________ii ...... I , v411P — - t___1___ --- - • \___.... --- „. • . .. i I ' s fi , , , / __. ., , ,,..-- • . : . / /. . •.':;'. I . ',A 6 ep,.. f)oc._ .( -5 I \ I I ii '.,-— _ - ...Aim= 1 \ , , 0 ■;', rt .4 ,..._ , , .1„,_____ .,,„_____ , . ( _ __ _ •______ __‘_______, ___. ___. ___ __ imi _----.. _ )______—__._i___ _______. _ _. • ---. -- -,_ • __ It „ •,.", mur : ' .4 ____,_ - i t ?- b 1 , 3 - pic-• - . ...., 1 1 ,• , ,. / ,..- ......1, .. / Ai ha LI D (.\.■0 . 1 4 1 .„----r---. / , ' 7 • _ - I. - . , t---.. ,, ' 'il -7* ,-- ■... ._.. _.. I 1 a., Q CT _v_ ..._, • ,,,,, R_. T ____ ._. ...._ ___. ,) ...1 C., =>. ,,_:: , 0 • 1 -,. . .. .___ .:,.. , (----____ ". ,- > 0,3 . 1 : 1 -‘,... - ...,7 c 1_,, t sic" • — .) _ ...,_ . -;)„,,- ri. I 1 'AINNINIMI . _- _ ._ s , __ _ _ .._ / . i I . . . 1 - I 1) . 1, ',..._. _ ■‘' ..1) ..'_ ,,...\_.' , D A l ,,..-i • 1... x l Vs Y. . I (i -,< ._, , ••••,. v...,...... lol L t o C - 1 1 ' ( ' • .. . . j , ) , •:-.1 s x 3 -5 1 1 ,), I .5 7 ------ 6 ' LA.2,2 1 .', — I '.-,t 1- 1 X li I Poas i. - L O ck- 62-•,1 .,. -- ----- S i i / ' .'' - , --4-- 1 I , -- , LI t) a T ..%):0,. • - • ..-•:,-, - -;410:149 ,, -;-• • •-• ----t \ / s x7 E)•_-• ) , ,,,) — o : 4,. *--- .' •_ t - -'-' ' -i.i. I 1. . - 7 // .t :fl I.' '..: NO • ., ' . / 7 • ,-, 1 - 1 c I / ! k ,!,,,, , . — ,..) ,.... \•-_-3- :, - i '_" , . - - ..: :,:. D r' c e .1 ■ . GI ‘/- ...4 Is E ./ ....._ . i 30 1 .. ••• - — 3 , ,. ,, ....,„, , ... ,..: --,.... -i• i . . .„, , ....„ ,_ , \ • ... ., I .) 5( c, , .)..., 1 n .• , . .....:.*; _ I --lk 4 ,:•-•< ••• -. :-• • ,, r. - - . .. - .;:.... ,-1 - •■•••'•:: • - Allill11111111111 -, fi CT) _ . . . • .• -. , . • ..., ‘, 4 • .-.: C . .(i . • .. V .. $ - ( , (,) \\I — et i 3-0 , •.... rt ' . ,-. :. i , —.--. , . , II 1 I .. ' . (. r o r I _ ,•,7"1-1- *-,' e G e',0 -,,,,-- . .. - r_li -- ,-, ----- I .--- .57 . ____-_ - —_ • ( I : ...: : mo w. , '➢i , r u '!�' - � -,.g - '€, . �+.'.. .:� — ,a i te • Imo' ] .t r. < ;- € a ` �j " :fit+;; -- _ r ..� S: . n X•_ - — vi �I- `" " e " 4 . i • :' _5. t •*y i t. F'.Y 4` - � 'f _ .. .-='-:::' Ml y� "5 �..£�..�`� -I:. - _ • . -t.'S. ch , �Y?SR. v' .s - �j t .. - - Cd.Ll, t. _ _ Ye _ 3 e C 1 ,. 0 4 (`- LivX 9 ° $ 1_ q o X I/ ° . L G ° 5 S L. 1 c 9 z. / •. ---> 1_ I . —_– - - _. -- - i. a Liu.. � �� r'� _ C�vt vaNLT ,:iii \ . , A b Cif ill - L . ) ' / 1 -- -7 / ::: i FO 6 \ 1/47 I T \ , -.4.-- / \ --. ' 'r ' • k ° I FLO 1 ,�c ti� • ... . c ,t 1 o4 I ° x 13 l \_, - '40 b I ,) ,, t& MI TI' l'A 1 / ___ _ . - \ _ fl ° +• u J F„,. , / ,3 _ 4 1 �X� H J 12 / L1' / --\ T I L P IL r I - - — -- = r_ y u X Lt s� DN � �a = ,� — I G M -- G. S 14 _ .- ,,,,:,„ .-.c.- / , , • _________ , o sky `T ,� ` � ' ' Hx NCR c _ _i_,\ I ......." r; . , ‘, Nu ) 1 :: I P / - . , , ..: , I i / ., • _ 1 {C r • — � , \ - — I bdT - 4 ii l o,K IT /:;:::;::::''—f 1 ' ( ` S \ O V` -1;::::'; • i / \ 5 \,, . I .i. . I 1 _ I \ — \ S - �` -.l 1 1 — �/ a r X � I / \ \ y /, , - 4 • I I _ , � _ E� -, 5147', I • Lip 0 L l \ \ • T J u 2 J _ c , , - j 1 s__7 1 .._...„ � - !T� ( 1 • 1 V a. I W GL C� f — L(JG r ° • , • ' • • • . . .„- • ,...,..,. • ,.., ... -.,,.. ., %,-:- ,,, . •• . :-.. , ...- .-...-...•-•,-; --;-, • - .7 --- _ , .t•-•10 , T-- - -'-, , -.1-.0 f..--.- - 2 , -- - -. ' li ,,,, -.-,- -1 ,----'--,-- " ' ' • _1 • - • - - ^"' -'"--')''' Y, 'o ' 'M ''''',4 * , ' `"' ''' • '' -..- - .. 3.' ''''''''' " . - ' -" ... ' . 1 '. , :. . -• • ' -. . ,. • : „,s .,,,,......,,:,„.,- ,-,•- •, S - •-‘ • s . - i.,.. - .. , .P : • .,.* . -^, ,. ,, .r - -,. .. • } ' ' - .. ' ' ' • , : . P . " - '1 " ; ■b‘l.'''' , ' letZ V '' - '' ''''• 't' " ..• ` ; e 1 't- s " - "' ''' • '-'' ..'-';‘'• '.- ' 1 ''''''' ' ''''-- '' D ' ' '' ' ' X'Sf' ''' " . ''''''''''"'''' c.". - - - - ' . ' - - . ., , , , , ,,.. , .. r „.,•,. ;, •,,•. - _„.„:„•:. :.• . .•.:,•■•••• - - - ..s. ^ .....:•:,- , .1...., , ,-;.., : • - .04, , o . .,, , ,.:„.„S"'Str,,._ .....4:, -.....,:k r.,,,,„,...7,4,„.„: .•,:, e,..„ 4..4 - ,_, 4,„ - .,,,,, ,,,.. , ,„,tA ,,,,,,..,,- t.t.,,,,i,, , 9,..,: - . 4. "...,..; • •,,,,, - ,.. _jaf....,•• _ - - ..^,V s - , 4 .., ,...1.....„-. ..: - , 0 . g .,„ _,.., ... • • - • .. . . . • . . ., • . • .• . . - -.: ...... , , ., .. „,,,-.- i.• ',,,,e.,,, • - •-,." • , •,....1 • :'' ' . ''t.., 5,,,?.,-:"-i'l:'.7:‘,.'.','?:-..:, :,4, ; ,, . :,• "-I !,,,- ;' ,4, .1, -, ` 7 ./.-.•'';` , ' = f 0 ' 7 rs ' - -i:--" . '''' +-t '',• --4 '' 'r--'' ''' ' ' -' '''''''''''''" ' .'"'''''''''"' - - ' ' ' /4r1-° . , :r. ,- ... --- - - - .- -.' - 1 , '' ". ' ' '''''' ° '21-.'''''' - - .. %------- '''''' 1 v'''''r' - ' -- - - ' - " vr• ' ' * ." • ' ' . ' ' ' - ' '" ' ' ''''''' .'r - ' - '.'''.',- -- .!..:' , :.4 - v; A , ":ii t —7-1.7 174 '''.irgIr , ' ,7 1W."-'4,i , i4 , 0;; - - -- . 1- ;41V-f. 1 4.P 1 .1" . ..f.: 3, • \--7: -9 - . ;` ,- .0.',Y21.;;''''' - -_;..e - , - T 4 0.'= : ' ; • ' - . . . _ - - --, ' • . , - .. , ...: -. ; , -.7..ii! v, - ..',. - 7.- - - . -v=fi'.. '4 -;?-':-.' --,.,,, ` - ' - ' ,1 - -- =. , ‘' i lY- -; i , Trt'` - ' 4 " -,. .'!" ',..''.- 4:31,r,r.t:',: 4,, )4,i,..,;_,--,1-;,,,,, -= ,.. - . 11 , , ': ) ,•74W..'-', ; . - ,af , :41.44: - „T„,- -1 .74 , ,g-*4.4,0=,. 1 ', itilrbh?,-1.:;_ .''' 't. . ... :, , ,-Lt-,. . : 54.e0 . '• : =4.1E - X''‘'' ', :ei. :_A .; t '-' 31,!. 17 4..s S I " .• .- A' 1,• • • ij, I fs".*.t , -,AkF. , * " ,;. 'i k,i,.. - .•,1 LN i; I -...p _ ti •.:T=i 8 ,.. :, . . -,,,,,, .:: 7, ' ''''' ' ' . 4., .".;' r Nt( ,, \ i. ,'-• - • i '''o: : ...,'',.. X.,' 4 -;-.-:,..- .6F.y,..,,, _-, --„,,, 4 --„-- A., ..,,- 1- ' ,,,....,;`! 1 : ,„. t,, ,,,i 1 ,,,‘; ''' •-•": k . ,, ''..,.P....J1r, ‘-',4.,•-, ',77.• -. ' f- . r' i . :... . f' . _, , A., ;,- -A; ■ • t; • ...-., . ' . ...... ''',..,•`. '', ., ' , '` ? ,!.1,,,toZ, 1 '...' ;,:,:.,.(,...1,7,17.1 t,.., 7. , .,..,1-,,,, 1...,,, V' , ...' .a' I-...,,:k. '...e.. ; .. : ' 'i. ...';' ."', •,-- f5,. 4 %--, ","`.4" -.,.."- - - - ' • ' 1 , . • - .' ,-''''' '', ..1 , ..".4.1 ,- 'q” , 14` " ' ''' , fll, -. . +. 7 . • ' g .- . ,. . .: ....„ , . .....-„. ,,-,--. ,..-. -,. .- ...--. , , , .,..,...-- ,, , . . _ . . . . ' '1.".7, , ,, .0 - 4, ,, , , , -1•• ,, ,.. :', ', . . ...?",'". ,-:,•' ...'Y' , ..,.: ,.:'-L .4: ''',..:.;. ''...%■, '' '.' ' _ - '1,,,':, .;.,, ' .,'' '1 -•' ,7s . .: --- -' -..- -; - . . . . , . .; . -..., 42.- .:. , , - - ..:1; -.... , , , tc.--,-.4-„ '.. ,-.:: -.. .., ‘/" - --.'.--•• . - . 1 •.: , :.c.,1,7';.'-' ,, ,;1.t:,,i'-g::•‘ . - .. , ..,y,..: . ;. - ',.( • _ , ;.,. :, ,„ . .: -4 3i^S -, :=V'; "..-- -•., ' -._-;' 6 •i) '.':-... ' '... - • t, . . . , • .---..., .- : --....,.: . :: .. ... • . : -- . ... ......,• ,.:,..,.•• • -- :: .44. ,, - '', '.• • , 1- ; ;,:-`,:.•-: ; -- Nit74,,i;V., , it:SS". ,, ,::,' 4.".' -.:,,, ■ .i',- ...: ' .''' -.•,' - .. .`"Ps,'-' .1 -: i'.-Y...''..7.k. , - P:= , -.0,-e , i';,..%! ,--.-4.- ....,(.„ ,, , • -.... . , ,, ;.. ..,, . . . , ,, ,.... ,/.. :, - _,.,,.. 4 . ... - ,,. __.,... -. .. . 1 ,.. q . : . t ' 13 0.0 r' ' „.,,,...,..,,,„,.,...„,,,.; ,-,,...-, .. ---, 8,--.;,: It.. . .• r. -L,--„:,...- ..,..,-„: ,4 ,-,,,,,,-,••-- ••••,.. ,•;•-- - — - ••;•....! •••• = - • • , ••-'• , -- ••-v ''LL."'.: •-:•.---.." -.;•••••••; ' I ''' ' ' - . • ' •• ' ' x 1 ,-- `. • • - 1 _ . ,,,,,,-- ..., , -• .,-...,-..-.-. . • • . .., • • • • .. ,. ,-, : , ,.. ,.-, •......-.--.... .-.,:_,:. -,•- ,••,,.±. , ,...,-,.., --- ..• -:..---,• ..-?,,,,?,,,,,,-- •_,..-1: ,,-.„ . .-... _...,....-, ... . -.-- -,•,..-. , ..,„-:-..„..„,.:..,.,..„.. •• -,.,.. F i • 4, , I ,,'-i _ ' 4( ---- 7 .. •' . . ---7;. :' 1 1 Al• - . ::. , 0 It • • - - ....... . . . ., ' --:=,"*, •::.?1. • : ,,' '. ' '' '' - 'i -: '..... - - - ' "._ , . . ---- • 111111 - , . . - . • . . !,A e • • e .- .... yr:, 1•701 :•' ' ./' . . : -crg L. - 1 — ,. -,. i i ias . . . . . r-.... •..._. _ ..., I . . . . I . , .• .: I . . .. .. f .,,,,.,,,L 1 , - - - . 1/4.:•••Z‘ Iv1K ' V , 1 4) X 5 • , f••• . LID ., , i . 19 V L I - 1 • . -- -- 9.-f2_.,--) - a , -. . A - . . . . ... . • 1 • , , . • . , I t ,; %-1 I -, • - • - ., .- . 1 p,ti-.1.J1 - , City . . I • • : lix la t)t) it - , .. ,,i, 1 • . 4 E, ‘ . ..r,;1.1 . . -. .. : 6. . c . '-' of Tigard . . . , . , ). ,..0. .. . ,. t, - i ;4 1 ) 7 1 1 . ' .1: , ''''.' f -'" rt fr. - 64 4., u . e 1 I 1 o n k 1 o,.. Approved Pla H i . 1 , . --7 - IR r By__etL 1-, i --.4 • x I L. Li a t, 10- , ..1 .-, (-7 • i 1#.' t,4 iC.. • '•:;':.'-• . : y ' Yll T\ i.14,,,,,,.J . , r ,,L - , q 1 0 ti • _, • • ..... . - • , t..., „., •_,,,,..„. h , -, . ..... • i j .:.• Z.. NJ 1 111 1 1 11 11 4- • . ..i 1.:! °'1 ..01, I ' .IJ 11 lir 7 '• 1 0 ' 1 cu._ 11111 ,L,) q 8 X II • • j 'i , : r. , . ,., ! . , - . . , .• ,,..) ,.., , , , . --/ 1 . _ fa' - n I'L\' nil )- ..„.., - • -... -1 I e >. • , ; F •LIC h en . . (... .., — 1 k.. . • • 10 t V 13 t -: ; 1 / ) .,T.r..d G• L. Coc..,rS . \.... I / C - . 1 tr P -eT , I LI x 1 4 VI *.v•i • U . -• --- Dr!A■ \ • " . • frOvIC.\41 -- :i. • . tA 3 c., i .,,,,, : , .:.......... ____ ___,..._ • 91.1 • &? Xilt Of ic .* t :-,.. ,,, 11 '7 .• > ....... ----Til ----- .. • , .., . • ( I i r 1 4 _____.-- ` , • .• ._ _... _. . C h L -- I.A ....... : • .....,' Si X I} H I.) ! • • — --- • . , u td rrn , • ,, .. ,.. -v---...„3,....c., .. -•.., 4- r, • > l '. , '. ) ' L \ C., . .e -3 i I , _.) IP - 7- 9,.C c i k A pee r Ron-- zi Lar ie 5 1C-0-- —.....1 .! . ... _ . i^trIr "k ° ' ' 1 " — = - , . 1 ( e , ,,__--- • . ''' , • '. ••,,' i . •••• L.{ '1',. ;it"- ,. - - ",,,. 3 '11 el l'FTK- - - (e. 1 • Jo '. 1 , t ...C , • • ________ ...,.......„. ., , . . ,., .• • / ' ± - .. ,..,.,. b CLiV .. „ II. 6 a 5 ! 1 ti\ing fin .'-'\" c av'TeT . '. - I ...— .■..-f ■1. A — — - t, i 3 Y I S -) .' -- - ---ik- --- - • , . , , I -- 0 .:, I -. • `i 1 1 1 - 8 0 ., ---, (2 ° .1i — , , . , , • • • .e n fr .• I 1 4 - R - ,',/ . . 7 , • ‘ q ...... . \ . . , . . %,,. o • , , 5-N! r c_ r c G E • /.) Al 0 ,,- ... . ,,,, 1 ' T. 0 ) t,, G •13 c LI -. , 1 _.. . V-Yal\; A ( 1:j 1‘ , I ie`ciL5 ( - ; -) . • ...:, / . -- ---\„,........... . - ...' .• -; /,..„....../ , "— 1 . ' ,;3 ,•1111 11 () I IPR 6- 1_ La L\( \ r -- ., _ . !, — - ", • • / L i X Ca 7 ' t 14 K \ . . ., i . -, Li p /e4,fr, :I _.1'•_ •,,, • . .1. . c c- f x . ,:, • . . • .• . 1...„... , . e.,( to" I I i Ck.,, I L--1 . +A;• - ..; • ' - 5 ,-_1\ . \ ' . ____. I r . 5 ;I • I \ --7 • . Fl T , I i 3 I o /L L___D - 6 •;, c.,- / , i 1 / • , _.„ ,...._ . ,. 1 ., . (}) 3 `. SH . \ . . . ,,,• ) / ' . . • 1 ' ? . . - - I " - - -- 1 L I ' -1.- - 1,f _ 3_ _ '...,_ _ _ _ __ __ ,_ • , . : . _ — ----- ,. ' -- — , q I _.--------- 3-0 . 1 7 - 8 , . , • • , 1 -------- . ...-- i . • ........._ 1 L Y 1 0 " °° '''''e ■ . l i f .... c.) . \ .., • . . . . . . ' ) . • • . • 1 . • / ' . . . • /- .... I ......... , 1 ' . . . . - I 7 I !I t\i .....-, .. . cifill r I :.• ; S, ' _ k itc h e n • • i .:.:•, 1J - • • l a - - Y 1 3 ,3• Lk s.'.. Cac,rs ,, • ,..... ^il - - — . (. i- \ - - ' ''' . . ‘4 • V I r01 \ ! I L I X I 1•1 , 1 1 . • • • -.-17 D r 1 \ I . . • kev,ch. 1 • . . 100 . 2°- I . -'''''' - - • - . b AI: 1 ---- _ e . .)`...t 41..,' `IXIL / • 4-- --- ---- - It// ''' ' ' ' ..• . :;i:. 14 - 2. -.:&.-- - --: ----- ' •--- ( 1 • . i -re...1,n e,- • .: :-.—=_-_ . ., • .. - • •, 9 .1 . U - ' i ,,,,....,,o 1 • :.. 4,- i... • ,../_• . . i: ) : _ . , [L.s, ii-)c 1.-- • ,..A ppe e Plan— I' r) ;I • il-afe . _____ .7 Iv eiss.... .!:, ; , 6 v I Y.Y.,-,V:' ? I 0 S 1 G P - .. :,. 1 _ 1 • • 6 \C) i /1 e) IS. KJ • i '-- .i.4 )\ a- . .• .. . • , / • .- ..4. I - I •.•'; ;4,1-1 . — ,. r ._,,. ?` ' / - • : • w 1 0 Li P 0 C. ,z_ • ...;, I , ,. _ _ -. . ;.. 1 I L Lly_c ( . .r/ ,-.r------__ ---o -,-.,-- __. 7 /1 ! • --,....-/ ' 1 ' \ :-._ _-•.7.:.- ,_:....—..„ . ., , . , t . . . C ay)?Q i • . 13 X I S 0 ' 1_ ___. _I. 11 I A _,-IC (t..1--,0‘ I. . -- 1 1 in ; 8 la a ,c. ••---,— . 4 V :: • . i .... I 0 _ , _ _,_ • S' ° I : .e - n tr y (70 :st- " , , , " - 8 • I Y — 7 - . i STeel Po 5) A- ° . , 1 t-.. • i • •\z ...____ . G ,■-1 \ ,, 1-... . _ ,I,'"k) : V 5 o j It) / et.445c ' ,,: :' ., a 1 \ _, A ( 11 7...4 'A ; - 0 ,I. 5 • . ' ''''`.,.....,.... \ ■-.,.. . .. 3 ..)6' SI - 6 I ) 1 1-1 - XI 6- L_Li La,: i . . • . , . : . . . .. • L,,, I • , ‘, ./...„...„......„....-- - • L, , I r pR i - i,-., -- — — .. . . --.x g t \ i; — - :.- .., _. ,.,,_ . ,,L,,, i, i.,,: I • . -- ,7 , - 1 •d'-= Lic; i.. . . . . - 'I c c- , - • . . . F x a Po 51 . • • • • ., 0 . . . • • _ ,, . .. • . . • . . ,. . • „3 lo 0 .1. \ . to i----- . .', \---; I I i 7.__ • . • 0) 3 X b"' s Ei _ ,_ ________ 1 _____ 4 .- 1 / \ 'I .., L i I . . • . Q ll.A ma w ) -. •.--- ) \J , . . • f \-, t - . '''')“C ti 1 '\ •) , , . , , i . e ri 3 6 . , , 1 , i q 1 . . / __ . .. , . . :, ------- --- ....--- . • .. . • . t)00-t-- ._.--- . l i t _ 0 • • . . , . .,------- •- --- / • --_, , . r :'. ,- . --- i" . . • + : . . .., . .. ,.... • ' i • ... ; . . , • . .. . - . ---- //-,-•-- ' . / • . /". . _ . • / '' — - -- . . •._ . • . . / • . 1 - LI • c.) --G:3 . , //.(.. x • ).- 6 . .- I 7 3- s / — . . . . • i' . . . . . . . • . . . • . . . . . . - • . . . . • ' . . . , , • . ' • • — t • - : ----- - 4_ 6.,: e y‘ Ce■ea 1......_ N &le :. • F.* 1 , t .' . • • s , . • . .., •• . . , . • . , . • . . • - , . . • . , • AN-. • .. •• ., . .. . ... • ... . .. .. •...„•„..-..........•.. , . ........ ••.,.........,:-.:-.__:,•..__-, J, \ . ........ • _ . ... • IV\A , ,, . . ..„:_,,,g • . _ , ..... . , c( -F i - 1 PP A - i- h'i- I C 0 ' f 1-• ' . . . . , .. .... ..,.,. ,.,,._ .. . • - • 1 i/ 0 C.T. Engineering Consulting Engineers C L . SI, tZ v 4))% S ofe,. 5026 Sw reAt00 �1caarz-c • Job #: mo0¢ -42. Prepared for -err yrIl 0 I 16026 4 5 t C '� />e„-c— o 6 & � � KUAN ` MrglINAMINI Prepared by Chung kuang Lee, P.E. Structural / Civil Engineer 7014 SW Nyberg Road Tualatin OR 97062 TEL. (503) 692 -5907 The engineering calculations only for this lot site No duplications shall'lie made without written consent. I I/ I 1 1-- 0 --- . • f400e- / gr 75. r si4-02-06A' '1.2J JIIit • l S etiL1 , v fb,4x 1! ()x IILX (7' ��'�'� +7 rt1.6,�4 (,oxo,(Zx l -,xc_4, x14) 3 (7 7 . S e_-,),Ktu u � I/ ; 926 b2,)cI\�x(1xc(, -7s) -c- u , ,o;< 2- X1,0 x�� x3 �� + 3 � I 11 V'!" t' -411m z_c2 V I 3°) 3 (v`F 4 -.) gar r L +� L la— + IYLE 4, 16 4- -Pr 12-a-47.„ ✓ o`[4 °""22)(i4-4-1`5)x(17)+( iX•4>xl4. J (z = /6/I f -r 2-5 t& A- r(12r5-p)xCq,r-x4- Z) + -x 3� 7,-2_7212_ o,c C¢7 3 a3 t-I - 3 ¢3q 1 1 7 / 1734 I I = � 72, 4- ri,,F, U \/ 'Q k t 'ii I ' 1 Fkl< el PA c , rz < 113 . C4 1 � -I� f , ,.i, __ -- i-� ,-, \ I Lor-et-s/) ' -- N eba . / ---\---- 't ' V , (...1,-1->-- 1 , ir 1 . 1; - - 1 . 1' . k * . ' : Q_1 - � � ¢r ` �I v i I � � d w/ pki D � � -- Al moo ,,,._ ,, �,.. ,, uu ,,k I 1-1- __1 4 ____ -. ) _( 9 ' _c .)4 `:L ..,_,,ii,---x 4-( ,, t (- r.19nnl q - -, (72'2* «9)X. (u-A: - , X' .i1- - -,,4, ______ ji--;___i . ' b //- THe 7--/e,i_d' . r °v 12TBrXio wl , l- /-04D4o w/ Apo x1 , 7 /1,.././q. CPe - r 1 hft `) - ®� TiV41 Header (/AVrEyer e,,�rBusiness (taking point load from girder truss above) TJ- Beam(TM) 6.10 Serial Number: 7003012921 User: 2 20049 0 3 1/2" x 7 1/4" 1.6E Solid Sawn Douglas Fir #2 Page Engine THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED EI 6 — 4 3" —4 Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 6' 6" Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(Ibs) Snow(1.15) 2712 879 4" - Uniform(plf) Snow(1.15) 96.0 30.0 0 To 4" Adds To Uniform(plf) Floor(1.00) 0.0 80.0 0 To 4" Adds To SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /Uplift/Total 1 Trimmers 1.50" 1.86" 3083 / 996 / 0 / 4079 By Others None 2 Trimmers 1.50" 1.50" 766 / 221 / 0 / 988 By Others None • -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): By Others - Bearing length requirement exceeds input at support(s) 1. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 4079 -746 1848 Passed (40 %) Rt. end Span 1 under Snow loading Moment (Ft -Lbs) 1474 1474 3341 Passed (44 %) MID Span 1 under Snow loading Live Load Defl (in) 0.021 0.142 Passed (L/999 +) MID Span 1 under Snow loading Total Load Defl (in) 0.027 0.213 Passed (L/999 +) MID Span 1 under Snow loading - Deflection Criteria: MINIMUM(LL:L/360,TL:L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. PROJECT INFORMATION: OPERATOR INFORMATION: - Jeremy Hawkins Kelly McKain Hawkins Remodel Parr Lumber Company 15029 SW Kenton Dr 2351 SW Borland Rd Tigard, OR 97224 West Linn, OR 97068 Phone : 503 638 -7575 Fax : 503 638 -7733 kellym@parr.com Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business C, \Documents and Settings \kellym \My Documents \TJ Beam calcs \Hawkins Remodel bml.sms C ;j Header Y ae rBusiness (taking point load from girder truss above) TJ- Beam(TM) 6.10 Serial Num er: 7003012921 User:2 9/28/2004 9:01:39 AM 3 1/2" x 7 1/4" 1.6E Solid Sawn Douglas Fir #2 Page 2 Engine Version: 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -Solid sawn lumber analysis is in accordance with 1997 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On -line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. - Allowable Stress Design methodology was used for Building Code UBC analyzing the solid sawn lumber material listed above. • PROJECT INFORMATION: OPERATOR INFORMATION: Jeremy Hawkins Kelly McKain Hawkins Remodel Parr Lumber Company 15029 SW Kenton Dr 2351 SW Borland Rd Tigard, OR 97224 - West Linn, OR 97068 Phone : 503 638 -7575 Fax : 503 638 -7733 kellym @parr.corrl Copyright ® 2003 by Trus Joist, a Weyerhaeuser Business C: \Documents and Settings \kellym \My Documents \TJ Beam calcs\Hawkins Remodel bml.sms