The URL can be used to link to this page

Home My WebLink AboutBIGHORN 5TH ADDITION BLOCK 1 LOT 5 7 ``~w i I I਍ഀ i i਍ഀ Iri ~s ~ i਍ഀ r਍ഀ r nw ~i ~ I # t/ in ~ I਍ഀ 1.~਍ഀ i i i i .਍ഀ ' 'Y'1 ~ ,.r , `9 f 1~ ~਍ഀ 1 1਍ഀ i ~ ~",n l f; ! ~ ~ C ~ ~ ,਍ഀ ਍ഀ ਍ഀ 1 _ ___t_.~._r_~_ ~਍ഀ ~ ~ I਍ഀ i਍ഀ p, I F,.,਍ഀ i _..i I਍ഀ ਍ഀ i਍ഀ ~ V~~i਍ഀ ~਍ഀ i I ~਍ഀ s ' ~਍ഀ I. ~ i ~~II਍ഀ i j,਍ഀ i਍ഀ • I਍ഀ /i਍ഀ ਍ഀ i li ~਍ഀ 1 ' r ~ k i 1 _ " ~ ~਍ഀ ~ ~ pill r"1਍ഀ l I਍ഀ it l਍ഀ i 9 +y -਍ഀ l!',: r _ ~ ~਍ഀ t ~ ~ r i਍ഀ I ~I਍ഀ ~ ,1 ~਍ഀ ~I~,~~- i਍ഀ a਍ഀ 4਍ഀ ~਍ഀ ਍ഀ x _ ~਍ഀ ~ r~un~਍ഀ .਍ഀ ~ ~ ~਍ഀ a l਍ഀ ~ ~ 1਍ഀ ਍ഀ ~ ~j~'਍ഀ 1 ~ ;'l਍ഀ !i"I਍ഀ ~ ~~v~'਍ഀ ~ 'Ii' I d'਍ഀ ~ ~ ~਍ഀ . ~ ~r,-~ ~ ~਍ഀ ~ ,.~r਍ഀ ~ ~ _ _a..--.਍ഀ ~ ~਍ഀ ~ "਍ഀ 4 . _ _ _਍ഀ r r 1'~ fi r~਍ഀ ~ i਍ഀ i ~7L r 4਍ഀ 1 d ~ I 4' P਍ഀ / ` ~ / n I {{L~//"~~਍ഀ a { ~ t Y ~਍ഀ 1 ~ -਍ഀ 1 ~ ~਍ഀ ~~r਍ഀ ~QU . ~਍ഀ ਍ഀ i਍ഀ i਍ഀ 4 I~਍ഀ ti ~ ~„~U਍ഀ a~ sr j ~਍ഀ ~'n~਍ഀ CJs'਍ഀ 4~਍ഀ ,i, °:~r:~਍ഀ ~਍ഀ 't਍ഀ ~ ~s, ~਍ഀ {਍ഀ F+਍ഀ ਍ഀ e਍ഀ _ i- _ _ a. , _..___._.w._.~a. t-਍ഀ _ _ ._w.,_ i਍ഀ ਍ഀ ~....~__r r _ _਍ഀ L __J~'਍ഀ i ___..v__ _..~._._T਍ഀ _ - ~ ~ , w~ _ . _਍ഀ ~ - i _ t ~ r _ - n, ~I ! ~਍ഀ ` ~ _____r__._ _ ~ _ ~ r ~ --r_ ~ ~ ~I ~ - ~ - ~ 7਍ഀ ,i I਍ഀ ਍ഀ - : H਍ഀ ;1. _ ' - _ it _ _ . _ _ r਍ഀ r - _.._.._..____w~_~,.u~.______ _ _ _ . ~ . _ I਍ഀ I rr਍ഀ tip/ h~II ~J51'li..l ~i.~'. --w . _a._---__ - _ ~,L., I਍ഀ i CL, iOV"..~"1਍ഀ 4 d਍ഀ i~ ~T~ ~L.V~TI~਍ഀ . . r ,਍ഀ ~1਍ഀ ~i~ _ . _਍ഀ ~a {{~'-fir"਍ഀ i~d~ _ _ r' _਍ഀ - _ I f _y"਍ഀ t ~ r'/' ~ ~ - / X .਍ഀ ~ ~y i਍ഀ 4 j \ - t਍ഀ /.i / i਍ഀ r/ ~ ~਍ഀ S਍ഀ _ - , a~ .਍ഀ u _਍ഀ s਍ഀ _ ~A, ~ ~ _ ~ . 3਍ഀ ਍ഀ _ _ w_..਍ഀ ;ter' v' r _ _਍ഀ ~ ~ ~gf~ t'~ ~ s ~,v਍ഀ ~਍ഀ v - -਍ഀ R?਍ഀ c ~ i~ ! 1 p਍ഀ .4 L' 4਍ഀ C° ~ a ,.r. " e,., ''f~ i ~਍ഀ J਍ഀ T::਍ഀ (ski..਍ഀ 4 ~਍ഀ ਍ഀ j§ 'r~ ryry11 ``N਍ഀ k; } ire਍ഀ ~ M1~~਍ഀ ray, r਍ഀ ਍ഀ G b,਍ഀ r~`~਍ഀ -f਍ഀ _ _ _ ~ ~ I਍ഀ _ _ e-,. ,਍ഀ II 7਍ഀ hill਍ഀ FT' - ~-l਍ഀ _ .try r~,~~►-~,~,~~ ~ _ ~਍ഀ ਍ഀ ~l਍ഀ I'•t~'ftUVH:~1a~:M1' L(~(;A"1'1t7y Cf:R'fIF'IG;A1`F;਍ഀ I hcrebv certl[y that this Imi~ruvcs;u~nt Location Certift~ate was pr~~~.3red fur਍ഀ Peter Gombrich _ tl~at it ~s clot a਍ഀ land survey flat ~ S.n~ruvrmt~nt survty i~i,ct, ~3nd th,ct it is nut to ne retiedupon਍ഀ fox the est,~l>Iiwc,.<<rct s>f fes1re, b~,il4li,cg or other future i~ni}re~~ss.,~~cct lcsces.਍ഀ L further cctrtifv that tics. fca~E~ru ~r,~enCS c»~ t}ce shove clescribe~3 ~,~rr~ei ~cn this਍ഀ LOT 6 date, 4/13188 exc:epr utility coc~nettions, ire entLr~-1y਍ഀ within tine b;au~~d~z•1es c~( the~.~rcel, e,~cc~>t a5shown, that there r~rx~ no e.~7cru;ic~~-਍ഀ accnts ia~un the dc~scrfk~~.d prt~rnises h} c:,:~c~~.~ •~~~~ent~; an .uly fad~c~iniccg ; re~ls~es,਍ഀ Cc'pt z'1S Indic~~tcd, ~;cld t}laC theft' i~ C1t~ l~~i~~ilr,'11t t'~'1'{~Ili`~ ur Si~;Ci Cif dn'f caaSen~t't1C਍ഀ ~~russin~, uc ~aurct~~nin,g any p;7rt of s~~i,1 +r. ~ t, exrrpt ,~s ut,ed.਍ഀ a>~,:਍ഀ Cd 4EC~;~਍ഀ Q ~ P INDICATES X` DiA. PINE TREE rti~~~~ ~f~਍ഀ I iii"_ _ . _ _ _ . ~ i,,. t~.~ ` . ?਍ഀ l~ r I' 7 M~਍ഀ f rJ਍ഀ f~ C t 1'~ ~l f S/I.r. ~I i f v~ ! r~tf ~ j _ e ~ .4V,਍ഀ N 61°25'24"W਍ഀ 21.43' \ ~ N ° 0~ 58~ „ O਍ഀ 8E਍ഀ W Z ~਍ഀ - _ _ La~P ~.5 P r - (j _ U71LIT .5~ P i ' Q ~ O਍ഀ $ QPAI~AO U ~਍ഀ 1 E EASE / _ _ MEN T U,. U਍ഀ ' 857I _ ~.5 P਍ഀ i ~ ~ ~ F- W _ Z਍ഀ r ~ o਍ഀ z਍ഀ a. 231.3' p w਍ഀ 8570 ~ i00਍ഀ i a' P t? ~ d਍ഀ 5' P _ ~ p ~ x 8559.4' ~,,,,/r DRAINAGE CITCH਍ഀ Qt , ~ i ~ ! _ r 1, P਍ഀ / M M, h ~਍ഀ ( ~ if t t 1 i is i਍ഀ i ~ ~ ~਍ഀ ~ ~ _ ~ ~ ~ ~ v਍ഀ r ' i.a'P਍ഀ I,O P /਍ഀ ~਍ഀ I I਍ഀ i L~ T ~ "~~GRAVEL WALKWAY 856$਍ഀ oRAINACE .5943 AC _ t6.2਍ഀ EASEMENT }਍ഀ w4 P~ ASPHALT DR!v਍ഀ ~ [ O {਍ഀ ~ a' i 5.3 t਍ഀ COVERED PORCH I 'p` 4 ~ / a਍ഀ O਍ഀ __,._v 8567.....,਍ഀ i 22.E w. s - "_v $ 1਍ഀ I t i... - l ~ ~ 857Q.3~x਍ഀ ~ 2 STORY , ` NTRY਍ഀ Waao FRaME HousE E oecK਍ഀ ਍ഀ ~ ~ ~ W' ~ .਍ഀ N ~ ~q,4਍ഀ ~ ~ ~ ~ o. 11.2 ° ~ 22.3਍ഀ rn a.5;,. a,਍ഀ CD i ~ A਍ഀ ~ ~ aECK਍ഀ ~ ! 1 ~1 ~ f਍ഀ f਍ഀ _਍ഀ ਍ഀ i਍ഀ ~਍ഀ } w .਍ഀ uTILI Tr ~਍ഀ DRAINg6e EA _ seMe~,r਍ഀ ਍ഀ ਍ഀ 226.2$'਍ഀ LaT 4਍ഀ SCALE I" = 10'਍ഀ DATE OF SURVEY 4/C3J88਍ഀ Z~਍ഀ w w਍ഀ SHEET਍ഀ NOTICE: firrr_r,~lt~r~ to Cc 1Ur~~!j~਍ഀ 1a,v y, )u wtitit CC t any 1~~~~ ct~or~ ~sedr1pnn any dc~fet iri this s~.irvey within thre;> s afer you਍ഀ firt dier ~~uch defe~_t., In no਍ഀ evNnt, in a n a def ec t i n y aY -ctior i bar,1 -,ny t r1 1 3 S,irVt'y b p CQ1T1r11~'riCr-,j AIOf" t tfla fl fall irt:im u i E' l7F਍ഀ the c...-r tif~c~rion t hutvfl f]਍ഀ J0~ 1308਍ഀ crap Fos,਍ഀ _ _ _਍ഀ ~~ri " ~i~~1 ~1਍ഀ ~ ~ , ~.u ;`~~~t ;7~ i r,~=_~,W r~ ~਍ഀ __.._r - _ _ . p਍ഀ _ i i~ , i ~਍ഀ ~ J .I ~~\1 ~I L_ .਍ഀ - I਍ഀ i _ I; ~ _ r,਍ഀ i਍ഀ i E਍ഀ 1 {਍ഀ 'I਍ഀ to਍ഀ i਍ഀ 1 F ~~y਍ഀ „.m~.._...___••..... _~.e.,_"਍ഀ t,~ w~. n . w਍ഀ ~'i.-~ ;਍ഀ E਍ഀ _ , _ _ ri i ~ r__ e~ i i਍ഀ _ ~ d ~ I ~ I 1 , i I a ~ f I ° --r , i ~ ~ i ~ i r i .਍ഀ I ~ ~ ~ , .I ~ ~ ( ~ I _ i .਍ഀ t' i ~ 1. ~ ~ " -r ~ ~ A. ~ I ° ~ ~ ~ ' __..._1 ~ ~ k j ~ ti ~ jl _ _਍ഀ 1਍ഀ I i ~C I਍ഀ i~ ~ d~ ~ ~ ~ 1 ~਍ഀ t i it qq਍ഀ _ _ ~਍ഀ ~ k ~ a....... ~ . ~ ~ C. r਍ഀ i ~ )਍ഀ I r਍ഀ I ;਍ഀ ਍ഀ I 4 j਍ഀ I਍ഀ e਍ഀ 1 .J I਍ഀ ~ ~ i ~ ~I~....~-•-਍ഀ 1਍ഀ -਍ഀ I , T- ~ ~਍ഀ ~ , ~ t 1 ~ I ! I,i~ i ~ I .t਍ഀ F ~ ~ ~a ~ , ,਍ഀ _ , ~ ~ ~ ~ _ i L Ali ~ . _ _ . ~ ~ ~ ~ i ~ ~ _਍ഀ i,਍ഀ ~ ~I~ I;i ~ I I i,i ~ ~ I 1~ i ~ ~ ~~I i~, ~ I ~ ~਍ഀ i ig t i ~ E਍ഀ iu li ~ I ~ ~E I_ J i ,i J਍ഀ ~ I_ ~ - a ~ , l'਍ഀ I਍ഀ I1਍ഀ ਍ഀ j,਍ഀ ~ N` ~ry --y਍ഀ 7t ~ 1 ! Yl~Y~)਍ഀ V ,l~ { ~਍ഀ u~C ( ~ j { ~ I਍ഀ ~ n ~ f ~yy~y~~ ~ _ { I iNG S'/f ~Li਍ഀ r t 1 ~਍ഀ ~਍ഀ ___~____..l { .y._...~_._....._____਍ഀ ~ r ,~i3a Sau~F~g ~~y਍ഀ t~~>e~~~d, Colara~o 80??8਍ഀ I' 3~3.9o~S.8104਍ഀ ~ ~ ______n_ _ ,਍ഀ k.!1਍ഀ ~-1 i ,~u i਍ഀ a c i 4 ~ - ~ {਍ഀ ` 1 i਍ഀ ~ti਍ഀ ` a਍ഀ C~~ y 1 i~਍ഀ i਍ഀ ~ ~ ti k਍ഀ I ' j' ~ G.i~,/f _ _ ~t ti਍ഀ -f ~ ~ ~਍ഀ i ~I਍ഀ X f ~ r j਍ഀ 1 ~1 ~ ~-.n._.~ a__,.._~.~ ~ ~ , L ~ ~ a~ i r਍ഀ J਍ഀ ~ ~ r y; I i I , ~ y' ~ ~ _ .਍ഀ ~ r ~ I ~ ~਍ഀ i r F . i਍ഀ t t i i }਍ഀ ft t਍ഀ ! ~ f਍ഀ ~ !਍ഀ ~;.~n-਍ഀ b਍ഀ ~ ' ~ ~ ~~,r fC°a਍ഀ [ ~ ~਍ഀ ~ ~਍ഀ i _਍ഀ r਍ഀ ~ 1 r਍ഀ ~ 1਍ഀ ਍ഀ ~ ~ _ _਍ഀ ਍ഀ r:,;਍ഀ ;9° f ~ 1`਍ഀ Y਍ഀ ਍ഀ ਍ഀ ^ t਍ഀ ,1 ~ ~਍ഀ „a i ~ _਍ഀ t਍ഀ r jt _ t~ / i.਍ഀ j ~਍ഀ i਍ഀ I਍ഀ ਍ഀ ,j, ~ I਍ഀ r ~p l ,਍ഀ 1 r ~ ~਍ഀ ਍ഀ r _ ""'G'਍ഀ j r{fist,/ t਍ഀ ਍ഀ t ~ ~f਍ഀ .਍ഀ ਍ഀ G' "r=i਍ഀ f਍ഀ ਍ഀ - ~ ~ ~i'~ 1,~ f~'਍ഀ ~~f r~.~s~ -`~1਍ഀ f 1 1 _ I ~ ~ ~ t J਍ഀ ~Il!'lL~ F;~f਍ഀ f਍ഀ 4਍ഀ j਍ഀ _਍ഀ i I਍ഀ ! ~ E਍ഀ S਍ഀ ਍ഀ i਍ഀ i ~ ~ i਍ഀ ....._.._..w....... ._~..,~m.......__,..._.._ i _.m.v..~,_.._.,_. ,਍ഀ G _ f t਍ഀ . f F ~ j ~਍ഀ _ ~ ~ r F. ~ i ~ i {਍ഀ ~ i - t -਍ഀ ~ t!! I਍ഀ ~ ~ ~ _.___s._. __-1਍ഀ _਍ഀ i _ ~਍ഀ _ _ ~਍ഀ r.. C k " ._v_._. ,m.. _.~_,M__ 1 f._.~_਍ഀ ~ = ~ I . ~ i _nw_.~ _ rm.~, i { ~~.~~..m..m _ .~.~~._.__m.~. _਍ഀ i ~~g,਍ഀ I ~਍ഀ ~ Gi ~ ~~i i' ~ N਍ഀ ~G- _ ~ fir.: q t`~਍ഀ r਍ഀ ਍ഀ F਍ഀ I਍ഀ i਍ഀ r~਍ഀ - Gi _C,- . _..'_t਍ഀ ~ ~ \਍ഀ ~ ,r਍ഀ i਍ഀ ਍ഀ ਍ഀ ਍ഀ ਍ഀ r`-r਍ഀ _ ~ ~ _ -_w,_. '਍ഀ ~਍ഀ ~ji਍ഀ ----^^°r _ - 1. t} _Gt l .,wr-....T'^`° _ ice....... ~..~,,,„o,,.,,.. .w`°+m°~..4..~ _ ,..~w..~.,..s .......................w r਍ഀ I~ ' i~{~.~f - '਍ഀ vC~f; rv..~~ urv.- _ __m_~_.__ ~ -਍ഀ - - -਍ഀ ਍ഀ r f -਍ഀ f ~ r i਍ഀ !1 ~ ~ I ~ t਍ഀ f ~ > ~J< < L t,਍ഀ W j'~ - ~ ~ i' ~ ~ i , _ ' ~ ~_--t-਍ഀ ~ j i I r~ I਍ഀ ~i_ ~ 1 . , ~ li u~• - - - - _ 1਍ഀ l 6 F਍ഀ i _ d., ~ i u, ,਍ഀ „ ' I _ _ ~G਍ഀ ._a....R,.~_.._ _ _ ~:~.e਍ഀ ...._~~___e.਍ഀ 1਍ഀ p - . --~-n--~, ~਍ഀ j4 ( F~.w਍ഀ °'b.~ i J 1 ,਍ഀ r.~,਍ഀ ~ i~ _ ~ s...,਍ഀ C 't. 4~ S y i ~ p' it Y.i 1 iA,਍ഀ ~ ~ ~ ~਍ഀ 1~ v ( {਍ഀ I ~ i I ~ ~ i, i i਍ഀ w਍ഀ w M --i ti m. v.; ~ ~਍ഀ ~ ~ ~ . ,਍ഀ j ~ = r a਍ഀ ਍ഀ ਍ഀ ~ w.. e..਍ഀ ~ ~ ~ ~„a f t਍ഀ - a ew_.._ ~a i਍ഀ M , ~ ' ~ ~਍ഀ „ ~ i_ ~ ~਍ഀ a ~ ~ ~਍ഀ a ~ ~ ~ ~ ~ X਍ഀ t ~ ~ ~ - ( f਍ഀ - C ~ ~ ~ ~ --~a e਍ഀ { P`t਍ഀ ~r ~਍ഀ { ~ r ~ s਍ഀ ~ ,z ~ ~ ~ ~ 6਍ഀ ~ ~ 4 ~਍ഀ ~ ~਍ഀ ~ t ~ ~਍ഀ ~ ~ ~ ~ F਍ഀ ~ ~ f `਍ഀ 1~. e ~਍ഀ ~ ~ ~ _s ~਍ഀ a ~ -ter :I j t ~ 1 r ni _ ~ r;਍ഀ { ~ ~਍ഀ E ~ ~਍ഀ f s' ~ ~਍ഀ ਍ഀ ~਍ഀ i ,_.w~- ......4਍ഀ ~ ..e, ~਍ഀ J ' i਍ഀ ~ ~ j t, - ~਍ഀ f, s t~.-਍ഀ f਍ഀ i~ _ ~ ~ t ~ ~ ~ p°~7਍ഀ a.„ - , e.. ~ „ ,਍ഀ ~ _r.,..,.,-,...M.~.__.. .,,ht 3i 2 ~ ~ - - t਍ഀ F°. ~'."a਍ഀ ~ 5਍ഀ K 4 P ~ a, :iii ~ ~਍ഀ ._rv a, ~ r.਍ഀ yw _ pM ~ a_ _ w e਍ഀ t~ G _ _ '਍ഀ ~'r਍ഀ f e,਍ഀ ~ ~਍ഀ r਍ഀ I ~਍ഀ rr~t } u 1 3 .~-H i਍ഀ j Jt{ rt਍ഀ V F '.-.,v. 'a,~਍ഀ i਍ഀ ~ g C `਍ഀ J ~ r਍ഀ \w ~.e„. W....,,,਍ഀ ਍ഀ S~,~R w ,~q p਍ഀ n., ~਍ഀ m਍ഀ ~~Y h~ ~ ~਍ഀ ਍ഀ P"" R ~ ._w _,q਍ഀ N~ i `t,਍ഀ a ~ Cx~ i~3਍ഀ r xi ~ ; ~ , @਍ഀ ~ } a , , ~ 1਍ഀ 4 ~ ~A ~ ~ t,,' i਍ഀ G _ ,.1a਍ഀ P ~ 1 . , ~ - i, ~ , ~ - P.. e * .਍ഀ C- v਍ഀ m i ~ ~਍ഀ p c) O) ~਍ഀ * .a . 1 ~ I~ ~ ~ ~਍ഀ ~ ~ ai ft i t i _ ~ ~ i ~ .1 ,„.i.਍ഀ ii 7 o u ~ ~ i ~ eu਍ഀ ~ ~ ~ i i f _਍ഀ l ~ ' 1 ` , (t f „ l ~ r i਍ഀ ਍ഀ ~ _ ~ y ~ 'r਍ഀ ,r਍ഀ t . 4 ~ ~ t r_ ~ Vv h ~਍ഀ a ~ C c਍ഀ j ~ ~ ~ ~਍ഀ t _ ~ ,r E,~ u) 't, _5 ~ ~ ~ ~ 1 ~ n਍ഀ (1 ,਍ഀ i ~ ~ fi, _ ~y ~ J% i .f਍ഀ ~.t ii T 9਍ഀ J਍ഀ rs {/t i ~਍ഀ rn ~਍ഀ c r ~ is I _ ~ _ Tj ~ ,t = ~਍ഀ { ~ • ~ T 11 ~ y a_ ~i +i~ i (U _ t.. a~ i਍ഀ ~;C ~ v: L. ~ t j:)਍ഀ - r, i~ ~ jL~ Y ~ ~ ~਍ഀ t ~ _ i" - 'n ;n਍ഀ ~ ~ ~ ° C:7 J` 1~ _7 j , 4' t3A7 ; - ~5 2਍ഀ f ~ !D PLANNER'਍ഀ r਍ഀ 1਍ഀ .`E਍ഀ s _ _ _਍ഀ a਍ഀ ~ a ~ ud5"~ 5਍ഀ .y j 'l, t;~ a _:.8਍ഀ ! p,-਍ഀ ~ ~ . _ _ ~ ~ ._,....__,__.w..,....,,.਍ഀ ਍ഀ ~ i. _...I r!___ j਍ഀ ਍ഀ a, i ~ ~ ~ t ~਍ഀ ~ ~ ~ S 1 `-1਍ഀ ,਍ഀ ਍ഀ i਍ഀ ਍ഀ 1਍ഀ ~ . f ~ _਍ഀ ~ ~ ~਍ഀ I.. i ' C ~ r, .਍ഀ ii਍ഀ k ~ ~਍ഀ ti; V' ~a F: ~ l;~ ~ 4 c~ _ t-" - a਍ഀ 7਍ഀ ; I , N..਍ഀ 7 ~i ~਍ഀ ਍ഀ _ i _ ~I i _ ~i _ d ~ r਍ഀ 1' ~ k,਍ഀ ~t M਍ഀ ਍ഀ ~਍ഀ ~ ~ ~਍ഀ ~ ~ ~ ~ k ~਍ഀ r਍ഀ i਍ഀ ~ ~ r t .~_a~ ~ , 1.,਍ഀ << ~਍ഀ j਍ഀ {਍ഀ I਍ഀ x਍ഀ ? r-_ ~ ° ~ ~ I~ r ~਍ഀ ~ i ( L 9 r_j F਍ഀ r s v ~ i. I i_਍ഀ i,. a s ,.a i" 3਍ഀ _~k ~਍ഀ i it w. ~ ~ ' ~ _ ~Y~ _ _ r- _ ~ , r '਍ഀ I _ ' ~ ' .਍ഀ ,_1~ i l਍ഀ ਍ഀ ~ ' . k i਍ഀ i ;਍ഀ r r਍ഀ ਍ഀ w, .,...w _ ~ ate.,਍ഀ ~wq~+ °I $਍ഀ _ ,਍ഀ y,r..__਍ഀ _ _ _ I਍ഀ _ ; '~'z.਍ഀ ar Li਍ഀ ਍ഀ ~,,,e ~ _ ~ _ ~ .਍ഀ NORTH LEV A-1-1 O~,"਍ഀ i਍ഀ J਍ഀ i j਍ഀ ~ ~਍ഀ I t਍ഀ I - I਍ഀ ~ I x ~ i਍ഀ 4 _ ~ ;_~_,a.~~_t ~ ~F਍ഀ i ~ ~ ~਍ഀ ਍ഀ I i -I$ ~ ~਍ഀ r~਍ഀ ਍ഀ I ~ ~ ~ ~਍ഀ t;'਍ഀ ~ i.਍ഀ ~ ~a ~ ~਍ഀ i਍ഀ f r਍ഀ 1਍ഀ f,਍ഀ ਍ഀ r਍ഀ p f r. ~਍ഀ i ~ ~ ~ ;y਍ഀ ~ ~਍ഀ g r਍ഀ r ~ ~ ~਍ഀ a 5਍ഀ t. EE 4਍ഀ fie; ~ 1 '਍ഀ f ~ ~ 1 ~਍ഀ i t '+,_,~7~ q' 1 1਍ഀ i - 8 ; ~ N !i S i t਍ഀ a,~.,..-~' E ~ ~ _ v਍ഀ i਍ഀ 'c - I e਍ഀ ~ 1 0 I ~ ~ j ' e" 7 ~ e 3਍ഀ ~l t. j .~f ~ 7 i ~ f~, t ~ ~ ~਍ഀ V ~ ~ l਍ഀ J ~਍ഀ ~'17 r ~਍ഀ s r l 1 ~ 1 ( S ~ ~ t T਍ഀ ~ € ~ _ ~Y.~਍ഀ ,r 9 { §"4਍ഀ ~ t F ~ ~ ~ I਍ഀ ਍ഀ ~9 1 . r v~ ~ i 1 r ~w r਍ഀ f e~ ~ ~਍ഀ f਍ഀ r ' t t d z ~਍ഀ ` _ r I f਍ഀ ~ /਍ഀ i l~ J J 1਍ഀ ~ ~਍ഀ t ~ ~ ~ t~਍ഀ ~ ~਍ഀ ~ ~ /਍ഀ 1 /਍ഀ w„,਍ഀ l t਍ഀ ~ ~ f਍ഀ . t r ff t਍ഀ t,' - r ~ ~ ~਍ഀ ਍ഀ _ M""`" t਍ഀ ਍ഀ ਍ഀ ਍ഀ . >.,9਍ഀ F , K ~ A,, ~ ~ ~ ~ - ~਍ഀ f਍ഀ e ~z. a,, _ _ ~ r ;਍ഀ 1 _ / °਍ഀ ° r1 d` r t਍ഀ - # ,l t ~ f਍ഀ y~'਍ഀ r਍ഀ j਍ഀ R਍ഀ f~਍ഀ t਍ഀ (n r h਍ഀ o N਍ഀ ~ N~ _ (0਍ഀ _ ~ U G਍ഀ L Q rn਍ഀ •਍ഀ C_਍ഀ L~/ '~I iJ I ~ 1 Y a਍ഀ I- 1~ 0਍ഀ ~ \J _ >਍ഀ ~ ~ C਍ഀ I ~ ~਍ഀ C p U~਍ഀ ~~'I~vN~ ~ a - ~ r~ ~ ~ o o~਍ഀ 0 ~ C r-਍ഀ ~ it਍ഀ ~W~l-~ fia ' , T girl + ~ ~N ~਍ഀ s i {a~Nf~t~ X11" o .r ` ---_.~i I ~ 72 ~਍ഀ ~ ~਍ഀ ~਍ഀ ; Q N!~਍ഀ ~-'y ~ ;਍ഀ ਍ഀ 4 t ~ 4 1਍ഀ a ~ ~ " L~~{t,l, cf~ , ~ ~i' .਍ഀ _u `਍ഀ d ( \ 1 w.. / M :,r,਍ഀ , ~ w਍ഀ W.._ a ~ _ ~ ~ .਍ഀ p o ~i y '1 ~ ,i਍ഀ ~Ir~~ 1' ~਍ഀ . ,਍ഀ _ ~ ~.LG~G,~'~ .k7 ~ ~ G.਍ഀ F y਍ഀ ~਍ഀ ,.aC f ~a i r~ ~ ~਍ഀ ~ I h ~ ~ ~ ~ I a1 ,r~ ` i਍ഀ ~tl r , ~ ~ h r~~ ~ ~Y਍ഀ f ~ ~਍ഀ ~ ~਍ഀ f਍ഀ K.._,~ : , ~w ~਍ഀ y ~ ~~i it>~1 a਍ഀ ~ ; 3਍ഀ ~ ~ . L err t"t Y /਍ഀ ~ -u / ~r . A~ ~~,~r 1' - ( ~ ~਍ഀ 4਍ഀ 6 ~ ~ ~ , . ~ ~ ~ ~਍ഀ ਍ഀ 1. ~ t ~ , F ~ ~਍ഀ ਍ഀ ~ ~ t~,~~, (It ~ p ~ s 4^*f"I /~.i ~iiq ~ E 'l. (,.iM t},..~i~~l..l਍ഀ .t਍ഀ r ~ . , ~਍ഀ ਍ഀ . _ , . - Iv਍ഀ ,r਍ഀ ~~~i f'I~ ii , ~ ~ ' ~ ~ fir I 'C~, v:k,;਍ഀ _ , i਍ഀ ~x~~ri~ r~ ~਍ഀ A ~ F~ ,਍ഀ ti਍ഀ *14, X14, _'~t' ~ ~ ~ ~.y 4਍ഀ ~ ~ ij Na~' ~ ~-,-w' ~ l~਍ഀ I~ C- f'^~'~~~N I~ I j- {.^'"7 ~~r ✓ ~ { } e ~ 1 ~i i /"7'7k~+., ` i ~ ~ '.~w ~f ~fY਍ഀ / q~ ~ i਍ഀ r1 a,,'~ ~਍ഀ hlN~ ~ ~ MN~ .z ~ ~਍ഀ ~ ~ ~਍ഀ ~਍ഀ G 7[~਍ഀ X਍ഀ Q r਍ഀ . ~ - ,਍ഀ Q 4 ,o.w~ r U.S. 6 24 R਍ഀ ,r: ~਍ഀ , a ~ a਍ഀ o a~PAFiGEL 6- a;, VVI-਍ഀ ~ 1/਍ഀ o~~ , G ~਍ഀ } w \ / k Mme'਍ഀ ~ ~ ~਍ഀ ~ ~ x਍ഀ ~ ~ ~ ~ y ~~E l~+ ~ GONE W ~ : g਍ഀ f`IC਍ഀ a i 1਍ഀ Z ~ ~ •I'~JS•'਍ഀ U 0 4਍ഀ j DA t", 2OVE਍ഀ TOWN OF VAII.'਍ഀ DESIGN REVIEW BOARD਍ഀ DATE. c~਍ഀ PLANNERt਍ഀ _ _ _ r h਍ഀ 1 t ~ ~ (~D਍ഀ ~Zo' - c'~ L {z-oo~ UrIF਍ഀ ਍ഀ ' ~ •਍ഀ t4 - - - Zxli r~r~~laQi~ - rt~ve਍ഀ k7C~tci+-F~ ~ - - inJq~-t-ICI for- oo i}ryi਍ഀ ~{~i~ ~F, r_ yn , 4'. en d.. 54~2N0~~ 7~~~i- ~ ~ - -਍ഀ ~ILMG kAlt.7rt _ p~R~F~G _ ~ a_. -਍ഀ b~ s~ ~ ~ rr+~ri 7' m਍ഀ ~rl.~v. fi°I3'- l o° ~ I o਍ഀ ~ _ I ~ir~+~~N ~iH~ ~ ~.~_~a l~ ,,.-~-IL਍ഀ - r----, ~ ~ u਍ഀ • ~਍ഀ ~~r਍ഀ _ - L ~~~---~---1-- ~t਍ഀ ਍ഀ ~ ~-KG~I @ ~i'~~1~'± I N f - I ~ SHEET Y~I,eoWNCi 4਍ഀ '~i i. ~ '.-I"~ GEI'f r'IIG'Ill.B bN ~਍ഀ -~+-j, VnU I, p ~਍ഀ 3 ~N ~ ~ i~ I I U/GYI° ~Y. W(~s°~f਍ഀ Iz(-.MD~d~ ~X!~flHl~ I~~GI° ~ U ~਍ഀ ciTPll~(Z NOI.JH ~~"s~H~'~~ C ~N~' ~ ~਍ഀ ~F'~.f'YX.'~ 1~1/Nl%W $ j, ( a kJ~ I`~I~I'~1..~ o x'F-p'~A/~Gxl~/T~rlln `!'..~.k - ~AIPZ i]= ~ ~ ~ ~ !~'~{'LL~-F W/rEt-I G~hw-11~?I਍ഀ - ; ~਍ഀ 1 ~ ! XhT'~hG~ (7o0YL਍ഀ ~ i _ _ ~ o-a~°~T yJ~nr~ow ~G~ItiTIrJq ~r{tp-7' =H: ~ ~ I To r~~ Y~r~lc/~Ya ~1-e~. 994'-on U . ~਍ഀ ~ r`I nArud oh r~au~~h਍ഀ ~OhGi P IP>~ ~h ':.gyp'! ( `~~il°'I ~dGH'YION/ ~ lO I ~l~ ~਍ഀ ~~,"fPI.~A"1~~ON 2' 4' 2'-0~4 _ ~ ~/f~U'~T~b਍ഀ ~ G"+uKflrll~ ~ ~ ~G~IU~਍ഀ ~ P~TWG ~oWIEP-਍ഀ ~P~LI ~-1~~{0 7P+aGl. ~ ~FfTR-~f਍ഀ '~pH v~Ri FY ~oNbrrW~਍ഀ ~ ~wrllriq zihl"it - VP~hI I T'r ^ 7p I I~F'~ ° TO I~~ivl N਍ഀ ~tll-~਍ഀ 4 ~o~ tt.ou r~ W O _਍ഀ _ ~ ~~vvurY ~xis~iHa ~ i +i ~਍ഀ ExNh~KT earl buc7 ti~r,<, ; 7 Ho7~ : T~~"-r~~~~~~.~.~~ ~SaNt~sTo~i-I~ Oti ~Nc.਍ഀ DOOR SCHEDULE r.~ -~~oor~ ~~.~ie,-iT ff~~r(~~ ~~r~-~.h ~r u.n-~n- cHai.L p,F ~~t~~i>~U~WWk~G~ ~yTi'-Y~Muf~ !~M,Mh~rl'E.I'-਍ഀ hb, LvG/~"TION '~'M~ M-Ir""t'V~M~f~!► (.t7NGt~-G"f~ Ot~PN~v OVA ~GOt~G.gl-ply p~T w/ ~~~yl਍ഀ 1 /^~+'~i~ 2 f'•o~~ ~Gn 2 Obh AI°hL1~ Woob91f2Cr1 s7p~rl~h-Io h1f+TaH ~oCl~,'rl C-'LY4N~D ~~hjtlitib. 4' ~ ~+O~G ~L Gf^Ph~~ t a. ~.yu IA/4" a, h.G.WOOheta':W/1I2~~AH7~~+P'IGK-HOUTAINq ~~Wr~ I.ce 3 G 1 S-o 7'-U 2° off Ah'P~i~P ovY~5lpirV •9TI~IriGblb Mn76+1 L,c~~tlr+ri yNa,YrLvTi਍ഀ ~r+r~ 3-° s~~a Z ~h-roo ao a- wi~uw u +~T ~iENERAL NOTES਍ഀ L ~++tr~-Y 4'-0਍ഀ 1 t'am'-+~-~%opc~oH ry-~"਍ഀ b M~~ ~H 2-~~~ 1. ALL DIMENSIONS ARE TO FACEiOF WOOD OR CONCRETE.਍ഀ # HUh Y c6M 3-d 20 MIN, p~cr~byoUp crl~ eor~ w/~sr+cke5rr~. 2• ALL EXTERIOR WALLS ARE 2 X 6 FRAME CONSTRUCTION, UNLESS N07'ED਍ഀ to Han?~'-1'~H 2'-v+ p y.a. wooh tm~- OTHERWLS&਍ഀ 1 H~ii21~- Is~Ylt 2-4 4 3. ALL INTERIOR WALLS ARE 2 X 4 FRAME CONSTRUCTION, UNLESS NOTED j,਍ഀ f2 qr~.'+4~ n. 3-~" 1~'4" OTHERWLSE.਍ഀ ~3 4>,p~~ bo eJ~ ti.c.Wvob pP.W/V~ H?/H HauwiHq 4. ALL PLUMBDVG WALLS ARE 2 X 6 FRAME CONSTRUCTION, UNLESS NOTED਍ഀ OTHERWLSE. -਍ഀ 5. ALL FINISH FLOOR ELEVATIONS (F.F.E.) ARE TO FACE OF CONCRETE SLAB਍ഀ OR PLYWOOD (VERIFY).਍ഀ 6. ALL INTERIOR WALLS TO HAVE 5/8"GYP. BOARD FINISH. WALLS AND CEII.,ING OF਍ഀ • - GARAGE: TO HAVE 5/8" TYPE `X' GYP. BOARD FOR 1 HOUR FIRE SEPARATION TO਍ഀ DOOR SCHEDULE GENERAL NOTES . RESIDENCE.਍ഀ 7. ALL BATHROOMS ARE TO BE VENTED TO THE EXTERIOR WITH A FAN AND DUCT਍ഀ SYSTEM TO PROVIDE 5 AIR CHANGES PER HOUR (MI~TIlbIUM).਍ഀ 1. SEE FLOOR PLANS FOR DOOR LOCATIONS AND SWINGS. 8. PLUMBING AND ELECTRICAL TO BE INSTALLED PER CODES IN FORCE AT TIl1TE OF਍ഀ 2. ALL EXTERIOR DOORS ARE TO HAVE JAMB F,XTENDERS FOR 2 X 6 FRAME CONSTRUCTION.਍ഀ CONSTRUCTION, UNLESS NOTED OTHERi~fiE. 4. FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY a਍ഀ 3. ALL EXTERIOR DOORS ARE TO HAVE WEA'TI~RSTRIPPING AND SII.LS. ARCHTfECT OF ANY DISCREPANCIES.਍ഀ 4. SEE WINDOW SCHEDULE FOR PATIO SWING DOOR UMTS. 10. PROVIDE FIBERGLASS BAIT INSULATION AS FOLLOWS: ,ti .਍ഀ 5. ALL GLASS PANELS (EXTERIOR) SHALL BE INSULATED (5/8" AIItSPACE MINIMUM) A. EXTERIOR WALLS R-19 (6")਍ഀ GLASS SUITABLE FOR INSTALLATION ABAVE 8,000' (ALTTTUDE) AND TEMPERED AS B. FLOORS (TO THE EXTERIOR) R-30 (9")਍ഀ REQUIItEDi C. ROOFS/CEILIlVGS (TO T}IE EXTERIOR) R-38 (12'~਍ഀ 6. ALL DOOSS ARE TO BE SOLID CORE CONSTRUCTION. 11. VERIFY WITH OWNER ADDTI'IONAL WALLS TO RECEIVE SOUND ATTENUATION਍ഀ 7. DOOR SYMBOLS ON PLANS AND ELEVATIONS ARE NOTED AS ~1 . BATTS.਍ഀ ਍ഀ AA A IA1 1 G\/GI CI /'1r1~ DI A AI਍ഀ IVIPA1IN L. L: V L. I L.VVV LM.Iy਍ഀ D 2 ~ ° S~਍ഀ ` AZI਍ഀ cv਍ഀ ca਍ഀ (n r਍ഀ ~ N~ CD ~਍ഀ U ~਍ഀ L ~਍ഀ J ~ 1਍ഀ - _ ~ ' --i ~ r a-- ~ i Y਍ഀ ~ 4a a਍ഀ 0਍ഀ _ ;਍ഀ ~I~W ~Ur~'~t M - ~ Y਍ഀ 20cy ~ ~ ~ U ro਍ഀ 3 00 ~ U਍ഀ ~ ~਍ഀ ~ ~ ~਍ഀ ~ I਍ഀ ~ ~ 4਍ഀ tiUrl p-ooH਍ഀ I boi~+lFi"਍ഀ t -y I OV E("'~~PJ"~ I I਍ഀ I Y~Xlr~TIHc~਍ഀ f-fEW SHF_r✓ ~oa~ Skt(UqHY਍ഀ @ hlr~lr~c~ P~-Fa. \ ~਍ഀ Pt~r~i?10N I / YD f~h1AIN'~LJ~ ~~i71 rlq I v~W~`f 1 ~il~`(~-IG~Ni" I~c~paN਍ഀ s'਍ഀ 8:12 to f~-AMP-1 N਍ഀ I i਍ഀ F਍ഀ I ~਍ഀ ~ WINDOW SCHEDULE ~ i J 1'~° ~I'ItM`/~'t'I+I'~ HI'1~. Klrl"F/~K-I~ I r~Ir~GF (਍ഀ R~ "਍ഀ y ~2਍ഀ t+',~~GH~ r 2~ 2~ay ~ ~~c~varin~i I ~ ~xiyr~Nq ~ h<.Irit~b 15W HoU6p1 1'o H~f~l-t iF~cWit ~ ' l01 S'~ 5਍ഀ ~ i W/snpHA~ ~i ~'IxeF 3oco-n o.v r I w~h-pol ~ ( MGMP~Prrl਍ഀ 5 30 50 ~i.a /y~਍ഀ ' ~ Gl~h LNT '਍ഀ 'f Ix~h 2~tsm ,cL ~ , q ~ ~ , ~xl~"flrlc~਍ഀ to ~ ~਍ഀ tiw~ tea- 3ooah- 3~,~ a I - - -਍ഀ 12Gh+%~t1E`•NY '>c~it. 3-Rmr.~ a਍ഀ 1~i XEb 3ci2v 2 ply, - 8'l2਍ഀ t਍ഀ J~ 3420 2 v/y਍ഀ iv 34sv 3,Ui2਍ഀ 20 ~ 5~. S> ,~yx਍ഀ 21 3420 x oy. t..਍ഀ ?2 hWlrJq l~ooR- 3a~ib 3-t L. ~ Y਍ഀ 7.3 ~I~c~i~ 3020 3-a/z° 2 aU2਍ഀ 9A' G.4~i~MENT 3654 3-0 /2" S- /a~਍ഀ tlh- ~Ix~ ~iC2e t~A 2. /y .਍ഀ '~O yLlGirlgtiltr.'SI~oDtt ~-LOGS'O L-a .4 G-S p6,lt-k1'~k~hW~i~-HODU~IH 70' A~1' - ~vClS'I"I਍ഀ 2'~ Grf,~r'1~Nt :-~so y.b/2' 5 a/z਍ഀ =iL~਍ഀ Nd਍ഀ ~਍ഀ t਍ഀ WINDOW SCHEDULE GENERAL NOTES਍ഀ t਍ഀ 1. SEE BUII.DING ELEVATIONS FOR VENTING OPERATION.਍ഀ 2. ALL VENTED UHITS TO BE PROVIDED WITH SCREENS.਍ഀ ~਍ഀ 3. ALL WINDOWS TO HAVE JAMB EXTENDERS FOR 2 X 6FRAME CONSTRUCTION਍ഀ UNLESS NOTED OTHERWISE.਍ഀ 4. ALL GLAZING SHALL BE IIVSULATED GLASS (5/8" AIRSPACE MIIVIMUM SUTI'ABLE਍ഀ FOR INSTALLATION ABOVE 8,000' (ALTITUDE) AND TEMPERED WHERE REQUIRED S਍ഀ BY CODE.਍ഀ r਍ഀ 5. ALL WINDOWS ARE TO BE CLAD, FOREST GREEN. . 5 i਍ഀ ' 6. ALL WINDOW MANUFACTURER'S NUMBERS ARE FOR `EAGLE' WINDOWS AND ~S਍ഀ DOORS AS MANUFACTURED BY EAGLE WINDOW AND DOOR, INC., DUBUQUE, IOWA. FS਍ഀ 7. GENERAL CONTRACTOR AND SUPPLIER TO CROSS REFERENCE PLANS AND਍ഀ ELEVATIONS FOR WINDOW QUANTI'I3ES, SIZES AND LOCATIONS.਍ഀ S. WINDOW SUPPLIER TO ADVISE GENERAL CONTRACTOR/ARCHITECT IF਍ഀ ADDITIONAL REINFORCEMENT IS REQUIRED AND CHANGES TO R.O. FRAD~QNG.਍ഀ 9. WINDOW SYMBOLS ON PLANS AND ELEVATIONS ARE SHOWN AS਍ഀ LP਍ഀ 1਍ഀ ROOF PLAN਍ഀ LEN਍ഀ G~~ ~ o਍ഀ h~਍ഀ ~ ~ G p਍ഀ ~਍ഀ r ~਍ഀ v U p਍ഀ r Q ~਍ഀ •਍ഀ C਍ഀ Y tZ਍ഀ 0਍ഀ I ~਍ഀ ~ o਍ഀ ~~1h'f V r ~o਍ഀ 4਍ഀ I,~vp~ ~ ~਍ഀ XIh1"Ir~~r ~o~ I~ ~j~ool=~~k-਍ഀ W/f~~~~1'~i~l~~~-~ - DoT t~ v~ t਍ഀ ~1a1'~r~Pf~oo~ --rrpi~,~,,਍ഀ ~ f`~~~ y਍ഀ > it ~1,~V~'io~ ,~Y~ -o਍ഀ I਍ഀ E i ~ i ~਍ഀ R f਍ഀ ~i~tlrlGrl--"!DI i _ 1਍ഀ _ 1.~~~Ni o~~ 3o i 4~~ ~..l~i' ov~h-਍ഀ _ 1~ WI~1'~-~I~'C~-oo~ MGM ~t'~~--fiY'~ ~ 3 ~ l c~-~y : i ~ ~d f ~਍ഀ _ _i_... S _ _ ~ .਍ഀ ~ 12 ~ _਍ഀ ~ I I਍ഀ I਍ഀ ~1PI~i%~ - ~ C _ 'i'4 MPdG~ ~ I _਍ഀ . _ ail. ~iY,~,"t ~ Ott ~ ~ ~ ~ r~ ,਍ഀ _ut, _LL.__ _ ~S u. ( ~ _਍ഀ i ~ r ~ ; ~ - - ~ i਍ഀ ~ - - I਍ഀ _ u. n _ _ _ _ _ _ ~ ~ ~ . i _ -i਍ഀ ~.I,v~.~iord ~~4 ~o i਍ഀ ~F _ i਍ഀ ~~;~i"("I r~l ~਍ഀ C~ i~~ ~~f਍ഀ r~਍ഀ n 2 4' c. T਍ഀ I~~~~਍ഀ ~I,~v,~laN {o l ~ ~਍ഀ E਍ഀ i r~ ~I ~ ~ ~ ~਍ഀ iv~"laN iQ ~ a ~ ~ L਍ഀ ~1~1'INo, ~~Y~I~~t I਍ഀ I ~r~਍ഀ M I,~oG~'t'la਍ഀ i i~pNp~r DWI r~G~1.~r- ~vf*~?਍ഀ ~ ~ W ~਍ഀ G.~~ t'f I I I K~ ~ t2 M i~N ~ i-਍ഀ 0 14 1਍ഀ { ^l I ~ ~ 0 8਍ഀ -,;..i ~ ~ W I Imo/ _ _ _ . i਍ഀ o ~I M T~+਍ഀ ~a~ I~7~ - ~ ~ _w਍ഀ ~ ~ ~rr~r~I~-ic~i,, i਍ഀ _ t਍ഀ \ - ~ ~ ~ ~lao~.~ ;~I~IN~ ~c .s -਍ഀ M~'i" ~ .max lh°~ r~~s ~ - -i਍ഀ ~ s ~਍ഀ - E / ~tk - ~਍ഀ I 14਍ഀ E ~ _ _ ~ _਍ഀ _ ~ _ _਍ഀ ~ i I ~ _ ~ V I I ( ~ ~ t _ - 9਍ഀ I I ~ _ ~਍ഀ ਍ഀ _ C I ~ ~਍ഀ EAST ELEW ELEVATION:. 0 i/La.~)਍ഀ r-r~ m r-- 0 2 4 ~਍ഀ N਍ഀ (n r਍ഀ ~ nl਍ഀ U ~ v਍ഀ rn Q ~਍ഀ •਍ഀ C਍ഀ Y d਍ഀ 0਍ഀ I ; 'i਍ഀ ~ ~਍ഀ Y਍ഀ C਍ഀ G~ (0਍ഀ '~'-~'rpiN~' ~w~-~i~Wrl਍ഀ h~pirloN ~਍ഀ ਍ഀ r h 4 'vGGV~~~~ ~v~ f✓~਍ഀ G਍ഀ ~~W I'~Oll~~fa- ~PW~L~" Slyl) N~,i.~i - d h1" ~ ~.i1~-i'PJN~' i~~N o~~h ~olh.~ ~਍ഀ ~ ~ BUT f~f~ ~Wr~ , ov~I~ W~1'~ ~aa~ `'~'Y~~tfiT~' , s਍ഀ a ~ ~ ~ I~vj=਍ഀ ਍ഀ . t.਍ഀ ~ I~~ N T ~t~ ~rl ~਍ഀ w - I ~ y~਍ഀ µ _.__=~au~~>rY ~~~.1~I1~= - . _ _਍ഀ _਍ഀ L.਍ഀ ~ _ ` rt਍ഀ _ 2°~ _.___a_____._._. _਍ഀ _ _ ~ _ ~t~ _ _ ~~~u~ :_W.:.~ s _਍ഀ _ _ . d _ _.__..__.__.._~.___4਍ഀ _਍ഀ ~I,~..v~~lar~l ~਍ഀ ~XI~i1"I~k~਍ഀ ~~b~਍ഀ Nd1'਍ഀ -i ~Li~ i'਍ഀ h(x~,c਍ഀ WINix~fr਍ഀ ~ 2 ~ ~ ~਍ഀ KI~i""IN f~~~G~ ~x ~II°I.~GIf ~1~~'- v~IX~k- GI ~lrG~v~~lt=~~'Wib1'~/਍ഀ ~ t~~1T ova ~ ~ , API N'~" f~~f`- t-1o l~~G ~h v ~ ~"ia, rl I G~-਍ഀ 30~ ~xl~iTfN~ h!(~~ ~I~f~M " ti12~ LG~GA 1a਍ഀ i ~L~v~~"I~~{ 4 0 ! q' - ~a ~ 1dl~, -o'I `਍ഀ ~xiI rir Ire ~ ~ ~਍ഀ y~. ~ ~ _ ~xl~"IN~t਍ഀ ~ , , _ , ~~ri C }਍ഀ 1~ sit..਍ഀ o _ o Y }਍ഀ \ ~ \ _ d i਍ഀ {਍ഀ 12,਍ഀ Zi 3~ l~l 1 a - r :-i~਍ഀ `r਍ഀ I ~f~~t~"਍ഀ ~ 1~ ~ ~ i~ ~ ~਍ഀ ~.IOClr.~ ~ilk~i~IGj/TI~Ih'1਍ഀ auk' I p!~~'J~ ~ as I~t-f[-~~ 1 . ' _ ,਍ഀ 'f M 1"Gri I~TI r~t~.. ~ - W1ral~oWti _ _ ~ F rt~ M਍ഀ ਍ഀ r d. ! ~਍ഀ _ ~਍ഀ I~dM _ _ _ _.~_._v__.______. _ _ _ ___..r____v_.਍ഀ ~I.~-v~TI~~I °{~14 a਍ഀ i S਍ഀ ,b,਍ഀ h'r,~r ~਍ഀ ff~਍ഀ ~ 1਍ഀ ~ - ~਍ഀ ਍ഀ x ~l~fi f~'f 1'~' ~IG~~ ~I 1"Up~h਍ഀ IO U rf't -T it O, G, f' it n . e,~~s _ ~ , tii G i~! h~ E; I--i ■ n I c~ 1 ■਍ഀ WEST' ELEVA਍ഀ ~t~਍ഀ r ~►n~w~~i~~ 2 x 12 f ~਍ഀ ~ u i ~i ~ ~ " ~ o਍ഀ 5'6 4'3 2x t2 "o~ U N i n ~ ~n ~ C . n ~ ~਍ഀ ~ ~ r.਍ഀ ~ N~ ~ p ~ fi ~ N . 2- 2x X12 ~ ~਍ഀ i rl+ fiaw ~ T~ ~ Q ~ I~, q~-o ~ ' ~ ~ ~਍ഀ b਍ഀ 1 ' ~ ~ k~n~M~Ni~A 3-32x IQ(~ ~ ~2~12~,1~,,~% ~ ~ ~ ~਍ഀ f ~ ~ I ~ r C ~ ~ ~ ~ ~ ~ ~2 x ~s2. 0 N Ti਍ഀ r ~ ~ ~ ~ ~riN6 1'~D p਍ഀ { ,I ~ ~ I 1 ~ ~ „ t 1 ~ ~ I ~ I i " C ~ a d N i 2'a~~x2yo~,X~~~ = Ct਍ഀ L ~ ~ r ; _ ~ ~ ~ ~ i j ~vonNr, ~ ~ t~~ IN P v ~ ~ Tw t~ MJC~~ ~1t0 " I I ~ ~ , p ~ i y - ~ a 1 ~ ~ ~ N i ~ w~3-~5਍ഀ b- 2-olx2-o"x~ i i ' j 1 2 :~6'~ g ~ ~ 2xi ib" 2~ x2~° $਍ഀ ~ _ ~ ~ !਍ഀ ~ I ~ i ~ ~1 1 ! I ~ R"I ~ ~ ~ 1 ~ ~ ~ ~ Il ~ ~ ~ ~ ` ro਍ഀ X 1 ? 1 1 i ~ f [਍ഀ x ~ 1 w ~~N~~ 12 N ~ a - - -਍ഀ ' 1 ! 2xi2 ~ ~-Ibd ~ i ~ ; ' ~ SPiYf~ ~ b"'a,c, Imo਍ഀ i i 1 ~ ( 1 90-;- ` I ~ ~ E Soup ti~਍ഀ ' ~ - 0 i i 1਍ഀ ~ ~ I I ~ ~ vrrwN~ I - ' € '਍ഀ i ~਍ഀ o- ~ I ! I ~ ' ! i ~ !਍ഀ ~ ! ~ a ~ ' ' 2x12 ~ ~ ~p ~ ; 2 ~ ( ,਍ഀ 0 f i ~ I ~ II l) 1 N. 0 1 JT IBS D਍ഀ t G 16 0, ~ Ntfl S~ ~ ib E , ~ Y` ,਍ഀ . ~ i਍ഀ ~ ~ t਍ഀ u~N~o ~ 2 x i2 z਍ഀ P ~ ~ ~~11NG' C~ p~HN - ~ 3਍ഀ ~ ~ f t i਍ഀ ~t ~(jTIN(s PkV _ ~ - ~ tk 2-a ><2-o x~ s %10 ~Eo6E+R lu ~.-16d 2 ~਍ഀ kra`,i' TQf _ ~ i~਍ഀ ~ i n ~ SouD $(,OC.~It~,਍ഀ 'fL~~ h1'ICN~R ~Ottl' _ ~ _1• G► s~uei6, 'r਍ഀ ~p,, n~. 'I bxlo ~ toP ~ ~ Pwwoov A S~.nt-~ PY~ Pt.Rt~ ~ 1i G~ =p~~ i-਍ഀ 9r~2 w w ~,1਍ഀ 0 1 ~q3 ~~L - ~ Z ~ M~N~਍ഀ _ 2-~5 N਍ഀ I I ~1 w~1J, _ _X ~ of Ktt਍ഀ I ( ~a„ q9~ ~਍ഀ a i6' _ r-਍ഀ . a਍ഀ ~cc~ kw N~ ~ ~ PIS W~਍ഀ 2-#5 6t~P~ c~+t,਍ഀ „ ib"਍ഀ / 2 qi 9਍ഀ x ~ 2-~5 Oow~ -਍ഀ ~,-6" r ~ ~਍ഀ " x ~਍ഀ ~ r~਍ഀ 3-~5 ~Acki wAt~ ' ~਍ഀ Tflw਍ഀ ~'i-l o'ff' 1 ~1 _਍ഀ taw ~ G I/o~'o.4, ~-0"਍ഀ ~ 42 F਍ഀ ~IM~ ~P4t1Al~~ q$~~u ~bW `~KS1E►~r ~R 5ail,S - rv਍ഀ 15 i'F.P Pt.Ati 93 '~cK'T ra ~oNDR~~rt਍ഀ f ~ ' 'Pfp~GflL 9S~"~L਍ഀ 2-~S Cofti', n਍ഀ 8 ~ar~u~ e~~+p਍ഀ _ ~ " u " 5~ P~ Pt.AfJ ~ _ Q9 d 1਍ഀ 1 ~ ~ P I-o਍ഀ , I'-- ° 993w6 ~ qq~=io~Jz1਍ഀ J 992-~0" ~ 993~z I਍ഀ 11~ - , ~ ~਍ഀ ~I.A~ Y~ PtArt ~~k਍ഀ Z:pn 1~ n਍ഀ 2-~#5$/~C tAN'~, 2"#5 i3RRS corl'G਍ഀ R$'IOy2' E ~1 1bPnrm E~'rl x,਍ഀ ~ - ~q3-~ ~ emu, si,਍ഀ ~ ~ ~ ~ e 1 n,i.nQ~L~਍ഀ G • t NAG "T'਍ഀ ~t < <਍ഀ 99b~o1਍ഀ ~ •਍ഀ ~W~MiNG ~ Pz+~tN 6 M N, ~ L 11 2 #~5 coat, d i u਍ഀ i ~ T~'P 1~ $afil~µ਍ഀ ~ z__ i਍ഀ ~tMIN(s PER Pcgr~਍ഀ t tJ ~ 1ia L 1 u i਍ഀ ~ 16 , ~ /2 M~~►nR ots utaa ~1s SutB Y~R P+.Rr► ~ ~ rr਍ഀ ~1 ~ ,~-o'' $S°ac, sore p~ P~ _ 48 4 e਍ഀ q93'-6' w~ 9g3~i~h" c਍ഀ 2.'~ ~ 90 ~ ~"b ~ 8 I6'ra, L~ ~P trip Po-rmM ~ " ~਍ഀ 6 MrN, l~ M1N, 2~,~ 4਍ഀ ~k1Etd G 2~~~0 u ~K{U~0 " iNt'a KIS11Nb਍ഀ tND bwlureo wJ~1oN St~r~lc ` f,,਍ഀ £P~cY਍ഀ NE~J Sub ~਍ഀ 4 ~਍ഀ ~ 8hP3 ~ 2~"at, ~wr~~~ ~ ~ 7਍ഀ ~਍ഀ ~19~I~' 10'/2' ~ M /~.~o,G, i n " 3'9 2-a਍ഀ 9oWEis ~ 2~ a.L, G Ib o.t,਍ഀ _ gip" ~ '{'ERlM~R ~IWKnE਍ഀ " i3"` n i'1~s~C~k "~~tn~E. ~15~ f;%R 5~ts X93'0 ~ ~fStbM ~R Soil 2.3~ CortL ~6P~RT,਍ഀ , ~਍ഀ „ , .6.. a਍ഀ ~ ~ ~ 1 8 ~ °i~~, 6਍ഀ 2-#~S~eG 2-~5' ~ i //qJt'. s'^'T+t n _ ~ e.rn.n~ ~ l~ /n.4Y, ' l /l~➢ ~ ~ /1.11 J਍ഀ L.L fxlsrnA'o "0, III $X1Y'1•p4o SNP Aj C, Y)਍ഀ 1v '{~Mklr1 ~Nfi1N CV਍ഀ 'Y MAIN LEVEL FRAMING -਍ഀ Diu a . wwvw veoareg ougkw«rjt46- o਍ഀ , . 1/4 " 11-011' Nat TH 5uw iZxN ~otsrs 7e-94N60 To AuOMIAOV ViVi' 6oN4wT-- nao Iya' ~014r-- Tofpir46,਍ഀ SECTION F. • Wdr" WfWH JOISTS 9 PV TO AUO'PAHODATV- '('W 6Or4C .ejV- -jbPPjO6 F"K OW k WOO RPCV-,਍ഀ i~ r u਍ഀ Sl OF2਍ഀ SECTION D SECTION C SECTION A G਍ഀ ~ ~lf 4 r d-►' 1਍ഀ o~਍ഀ ਍ഀ ~਍ഀ U ~਍ഀ ~ltM1N(~ P~ pfNt4 ~ _਍ഀ x ~ x - x ~3 -2x b 3.2x -2x~ " X - cn਍ഀ k _ ~ c_ k B~ ,Y਍ഀ ~ ~ N ~ ~ a਍ഀ 0 u _ ~ _ ~ _਍ഀ ~ ~ r ~਍ഀ -.1.. r u , ~u 3-o i' f 0 ~ X, ro Y਍ഀ I 0਍ഀ Cdr 2-d~ I ~2 ( _ . _਍ഀ V r~ N 3 00 . . ~ N. o _ - _ _ _ _ ~ ~ X I o ~ ~਍ഀ I਍ഀ x .~x ~ ~I ~ c਍ഀ ~ ~ "h 11 ~ - - - _਍ഀ U k਍ഀ r x ~ I ~ x a x a.਍ഀ ~ x 1 - - ~ _~'1~ Y t ~ N 04਍ഀ ~i ~ ~J਍ഀ I ~ `Cj'਍ഀ ~ I bx10 ' l0 I ~ ~ NM4 2x12 , ( lV ~ 2x12 {,bD1~~ tJ~ 1਍ഀ _,L਍ഀ ~ #I bxb ;zn~t>rR ~ro 5-164 sP11~S 2 iDE of Yr4~E ~ Ib"d,c, I+~m suns਍ഀ it~~਍ഀ 3-2x`b ~਍ഀ 0W7=A tWD + x _ n ti7਍ഀ E 4 r - m਍ഀ I{ I਍ഀ } ' 1° gyp, } ~਍ഀ } a •਍ഀ 1 ~ I 3~°~ x 10" ~ ~A~7 GoDNt~NK- ~ ~ 1 1H Xt5਍ഀ ' ~ ~r 4' )pro ~ ~ ~ ~ ~ ~ MIN• f-M6?Al`~ 1 t, ~ (~~pG~. ~015'i' .~o~} I $uppo~.t1N~ MErdP~P' T~(PGt , }y~.( {3~M਍ഀ 1 ~ 5~ ~ 2 ~ ~ x ~x1511N(~ J~oDF ~t਍ഀ ~ } ~rorNe• 53NrUCR. e~NernoNS m + 1ti ReM/~1N ' m਍ഀ N cA ~ >਍ഀ x, ' (0਍ഀ ~ ~ ~ + i I਍ഀ I I , ~ 1° Avg _ m _ - _ ~਍ഀ I ~ 2x ~਍ഀ 0 - - i਍ഀ i਍ഀ x 2-A'~i C-~A~lrlr7਍ഀ T~Q hN4਍ഀ N~਍ഀ 4 N਍ഀ 1 ~ x ~ ~ ~ 1 ~ 2 I,਍ഀ _ T 2.਍ഀ li •~q 1, I I tj ,y+ ; , i rZt x ;t!'਍ഀ ~ ~਍ഀ ~f x 3-਍ഀ ..~I _ ~਍ഀ ਍ഀ t I i 1਍ഀ i਍ഀ ND਍ഀ WALL LEGS . 2><12~1~up,c,਍ഀ ~~n u _ ~aaSTi~ >~~u~ ~ ~r4nIN਍ഀ r _ _ Wain ~ ~਍ഀ 1 .2 E਍ഀ I i ~ ~u,~ m ~ ado਍ഀ E ,r., I ~ i I r (p ~ b਍ഀ 4 . ) ~ 2~ ~ T r~~., ~ s t lI਍ഀ ,.w ` I } ~ ~਍ഀ i ~ ' , k i ~਍ഀ t ( ~ I 'I . ~ .਍ഀ r ~ r 2-;v~ ; I~~ x I I~ r ! I 1਍ഀ Nr ~ 4 I . 3਍ഀ ~ ~ E , I ) ~ ? 1 E~~r, '4, e ~ ~ 1 Foundation deal n based u n Soils andFoundatio 9 Sheath floors with 3 4~ Tend G 1 pod with minimum span਍ഀ X I I Investigation as prepared by KOF.CI3LEIN CONSULTING ENGINEERS, rating oP 40p o0 or batter,gna gfieldith FL400. Na1I plywood } { I ~ k Inatallatian of pa7lmeter drainage system to conform with soils with lOd @ 6 to ail joi t coordinate screw option.਍ഀ ' ~ ~ ~ ( i i 1 report by soils engineer. All footings are to bear upon Cover decks with 2x& Redwood with 2 screws per bearing point, (~l I ~ ~ I ! ~ ~ + N natural undisturbed soil or compacted structural' fill as 10) Sheath roofs with 5/8" plywood with minimum span rating of਍ഀ I ~ ~ , } I w „ o I I ~ . iQ i ~ ~ 1 ~ I ~ D'1 approved by the soils apginser. 40/20 'or better. Nail plywood ith 8d @ 6 cat panel edges਍ഀ ~ ~ i i 3 ~ i O W € ~ j ~ ~ 2jAll foundation around perimeter of struct>rze shall havaminimum and 12" oc at intermediate members. nn~ 1 ~ ~r: ~ ~ ~ , ~ i ~ ( frost protection of 48'~ to bottom of footing. Alifoundation 11) Sheath'-aYl~exterior walls with 1/2" plywood or oriented strand' 'V 0 .i i਍ഀ j ! ( I j ' P ~ i i 7 ~ } j ~ walls and columns to be aentere'd on concrete footings unless bard with minimum span rating of 24/0 or better. Nail with' a r ~ I } r ) t 1 I ~ ~ shown otherwise on plena. 8d ~ 6" oc at panel edges and 12" oc at intermediate studs.਍ഀ ' ~ ) ~ I E ' E ~ i x ~ 3 All cast in place concrete must be made with Portland Cement. 12) Live loads used for deign- , } ) ' j I `i3 j I ~N ~t and attain minimum compressive strength of 3000 psi after 28 -Roof^80 psf snow,਍ഀ H` j , ! ( ; ~ i d1 ~ days, Design based upon EiUILDING CODE REQUIREMENTS FOR -Flgor-4O psf residential. ' ? + { ~ ) i ~ REINFORCED CONCRETE (ACI 318), 1992. All concrete slabs on -Dock^204 psf.਍ഀ 4 1 ~ ~ ~ grade must be provided control joints (scored or cut) ih -Wigd-25psf. ~ - x I i I 13~~,' x ~Q/ `o~ rJ k 2, QR (d~, b ~4 k ~dl IA1, accordance with soils report. All exposed edges of concrste -Earthquake Zone 1 UBC.਍ഀ ~ ~ " am er. Concrete work shall not have an l c bstruction must com 1 with the 1991 Uniform Buildln (y . shall have 1/2 oh pf Y 13) Al 0 P Y g਍ഀ ~ ~ horizontal cold joints unless authorized by the structural Code as adopted by the Town of Vail Building Department and tho' I 1 ~ ~ e near. Field coordinate all vertical cold 'oints with- "General Conditiana of the Contract for Construation" AAA ~ I ~ nqi I਍ഀ i I I structural engineer. -Document A201). All construction must ba completed within the! + ! I i ~ ? 4) Reinforcing steel is ASTM Grade 40. All welded wire fabric tolerances described in the "Residential Canstrpction਍ഀ ~ , ~ I ' I i ~ I _ must conform with ASTM A185. Reinforcement placement shall Performance Guidelines" as prepared by the NATIONAL ASSOCIATION ~ ; ` I ; ~ ~ 1 1 } `-conform with MANUAL OF STANDARb PRACTICE, 1990 as prepared by OF NOME BUILDERS.਍ഀ I ~ I I ! + 1 CRSI. All la splices to be ;minimum 36,bnr diameters, alI 14) Construct walls as follow~- i i ~ I P ~ 4 I ~ ~ ~ ~ horizontal reinforcin steel to be continuous around corners -Exterior-2x6 @ 16" oc.਍ഀ n, I i i I ~ ~ and at wall intersections. Minimum reinforcement protection: -Interior-zxa @ 16" oc., unless noted otherwise.਍ഀ 1u ~ ~ r I I I i -Concrete poured against earth 3" 15) Ail beams, joists and rafters are to boar upon walls or beams -Concrete poured in Potms 2" OR be hung with 61MPSON Strong-Tie hangers or approved equals.਍ഀ ~ ( ~ ~ ~ ( ; ~ -stabs 1" Ail connection hardware as manufactured by $IMP$CN Strong-Tie { , I I I ~ 5' Ail lumbar shall be poug=Fir ~2 34$ or better, ell. wolmanized or approved equals. x } ?਍ഀ t ~ f lumber shall be Item-Fff /2 S4S or bettor (all lumber within 18" -16) All structural members are shown in their Pinal`positions i J u I ? j .r v ~ ( of finish grade must be'wolmanizedj. Provide solid blocking, properly braced and supported, during aanstruction it may. be਍ഀ N xrJ ~Q I'~ ~ at R'-4a on Center in'all diaphragms. A11 columns to he necessary to shore portions of the atruetura while other t aont.inuous bearing to Poundatiom. portions are being constructed. Contact the structural਍ഀ 1 r ~ ~ I 6') Glulam mat®rials, manufacture a»d quality control shall conform engineer for consultation as required.਍ഀ } with AZTC Product Standard PS 56-73, STRUCTURAL Gi,UF,D [,AMINATED 17) Contractor is responsible for al.l non-specified aonnect ons; TIMBER'. and LAMINATING SPECIFICATIONS, AI'I'C 1.17-84 DESIGN, contact structural engineer far details as requited. Engineer਍ഀ ` Simple pan beams shall<be Combination Symbol z4F-Va with no to approve all structural substitutions. ~ aamberi Continuous or'cantilevered beams atoll be combination 18) Contractor is to Coordinate all diaphragm penetrations (,e;਍ഀ Symbol 24F-V8 with no camber.. Adhesives shall conform with the chimneys, plumbing sewers, etc.) through floors, roofs .and- requirements for wet conditions of service. foundation walls with appropriate sub-contractors. General਍ഀ 7} All bolts and.anahar bolts tq be A307. A11 Trubolt Wedge. Contractor is responsible for means, methods, techniques,਍ഀ An4hors and Ramsets to be installed according to manufacturers sequences, procedures, workmanship and job-situ safety specifications. associated with this project. General Contractor to verify all਍ഀ ~y, _ x 8) Versalams (2,OE) are as manufactured by BOISE CASCADE dimensions and eIavations with architectural drawings. Notify. e~ 3' E v 2' CbRPORATION, see shop drawings and manufacturers standard engineer of all conflicts or omissions between various elements.਍ഀ details. Ah built-up Varsnlem beams must ba glued with PL.400 of the working drawings and the existing conditions befcrs and nailed pith 2 rows of l6d spikes @ 9" oC, Versalams deeper commancinq with that portion oe the project.਍ഀ than ll 7/ep moat be bolted .together with 7, rows of 5/8" 19) All materials exposed to exterior and/ox moisture conditions dj diameter bolts @ 48" oc top and bottom, Metal X-Braaing `shall be treated for those conditions (ie, chemical treatment,਍ഀ raquiEed $'-0" on'center in all diaphragms. AlI alternates to staining, painting, damproofing, membranes, flashing, etc.) as਍ഀ be reviewed by engineer. required by code. Ail materials to be treated for fire.'. resietanae as required by code.਍ഀ E N਍ഀ D Z਍ഀ ROOF FRAMING o ~o਍ഀ ATTIC LEVEL FRAMING' R 1/4 11 -0 11 . 5ltADER A T"Oft-9KtMwd, 1/411 11-01i਍ഀ S20F 2਍ഀ ~ o~਍ഀ ~ N~਍ഀ L a਍ഀ _ - ~ Obi _ v__਍ഀ - •਍ഀ N v਍ഀ I ~ 1~~ a਍ഀ ~ ~ ~਍ഀ ~uTun-' GP6i G.j••~~I.E ` I '਍ഀ I ~ I ~ °਍ഀ ro Y਍ഀ L _1਍ഀ r___ . ~ ~ _ C'~l~ I ~ I MG U I t'~~M Gr+~1'~ ;~i/ -gyp `o਍ഀ - -r਍ഀ W i - -਍ഀ \ ~ I- _ ~਍ഀ Me, _ -਍ഀ ~ ~਍ഀ nN ~~I਍ഀ e~eeTracn~ sru~o~s: ~ II਍ഀ ~ n.aww auwro uWx ~ ~਍ഀ n.cawa w.u wan.r ceuu,c t~ctx j਍ഀ 8urtaa MountW GYlnp Llpht I pl਍ഀ i਍ഀ WWII Mould lbM fbCw+ ~ ~ ~ i਍ഀ $ OupwtR~aphd~ I -਍ഀ GtryNx R~wPlx,4.OM 816 SWIICMC -਍ഀ 34਍ഀ -਍ഀ R°~~਍ഀ ~ Sp~oW Puryow Rxaphd~਍ഀ ~ -lrtwW DHkta਍ഀ BkgN PoN 8wlroh ~r਍ഀ N~ GmwBwN~ ~ _ O਍ഀ yr lhrM~W~y SwW~i ~਍ഀ MuplpN Po'~ SwgNf ~ , i਍ഀ TNwltlon 0utl~t਍ഀ T~wpnom ONMt਍ഀ ~Y'L3rwnd FuYt Inwrupur਍ഀ 1.G.. ADOV~ CouMMOp FN19M I਍ഀ 1~D; 6dowr CowtK i਍ഀ 1~i.r, wm~v~oa R.oepaca ~ ~਍ഀ r ~N i਍ഀ +~r~/~..~lR~,਍ഀ DLJ ow~wa.n.r I ~਍ഀ l+.17'~Quay~oYpo.p~ I -਍ഀ T6. TmhCortKkdu਍ഀ 4..Flaar Rawpt~d~ wBrw Cowmku਍ഀ - ~ ou-t' tea I~IG'C I.IrIE I Li rIF ~~l਍ഀ ~ ~਍ഀ i਍ഀ l-- ----------1਍ഀ erTir*_ ~i ~r~TC~~~ni 'pi ens਍ഀ !11 1 I IV IiaVi~V I I as Not 4V o . , Q਍ഀ o Q~ I II E਍ഀ co਍ഀ ~਍ഀ U਍ഀ r-m਍ഀ co਍ഀ