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Floor Plans - 1989
~~~'8, tഀ - - 4~ ~ഀ F~ഀ 3ഀ rഀ ഀ ~ ~y M ~ഀ ഀ d Iഀ ~ഀ ~ ~ ~ഀ ഀ J/ .r ~ rlഀ f~ y,,..ഀ ,ഀ sr' y'''°ഀ ഀ / r fഀ i, 2~~ 2, i ~ഀ ~ / - ~ഀ ~ .-e...ഀ ~ ~ഀ -ഀ r--~ഀ 9.. ~ഀ ഀ M•..,,ഀ X76ഀ T--V--~...M..._ഀ ഀ /ഀ 1 7. +ഀ y ~~Q,S.~ ~ഀ /I ~ഀ ~-w ~ഀ .~R~ഀ l i l `ഀ # 4~ഀ ~ഀ I I lഀ iഀ ~ ~ഀ F~;ഀ U ter'ഀ ഀ 41'ഀ ~ ~ -,-~..a..,._. ~ 8~~ഀ 1 fഀ iഀ ~ ~ ~ഀ wഀ ~ z ~ ~ ~ ~ഀ .ഀ rഀ ഀ ~ ~ , ~ ~ _ - ~ z ~ ~ഀ . - ~ഀ ~ ~ ~ ~ 1 J 1, ~Y . _ - R~ഀ ഀ . - ~ ~ n wഀ ~ഀ Eഀ Q 1ഀ MINIMUM:ഀ 126897ഀ ഀ rഀ iഀ ~ - ~ r ,ഀ ~'..~.cL ~ ~.~d'ഀ m, ~ ~ , rG, ~ ~ ~ ~ ~ : J ~ഀ ~ ; . 1,ഀ ഀ ~ , ~ - 'ഀ ~ dr. Q^~' ~ ~ r ~ഀ ~ ,Q-ഀ r ~ r ~f,; ~ ~ _ /ഀ ~ ~.y ~ ~ r Yr ~ 'ഀ lvl ' ~,4 ~ rഀ , t ~ ~ x \ഀ i ~ ~ \ , i § n~ > i ( J ! g A ; ~ 4ഀ 1 ! ~ P ~ \ I / P~ഀ ( i ~ qഀ ~ f f~ i _ _ _ഀ _ ~ ...,...y. 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Iഀ -1 ~ iഀ `a J i , ti t ~ഀ , a _ _ _ a ~ \ ' ll. r yr . ~ഀ ~ ~ ~ \ ~ ----ti- . ` _ _ _ _ ~ഀ ~ ~-~r= - K ~~lഀ ' ~ J z ~ ~ ~ ~ .ഀ `1 '~yC~, ~ 3f1 Y illfj ~3i tlx~`/ഀ 7~ ~ rഀ ഀ -i .ഀ ~ ~ ~ lഀ 3 G-ഀ fഀ I~ ~ iഀ , ~ ~ pr~-ഀ ~ _ _ Jഀ W~ I ~ I , ~ഀ - ~ഀ ~ഀ { y T~ - ~ ra/ ~ ~1ഀ .ഀ I ~ III ~ ~ .ഀ 1 . 1 ~ ~ Iഀ _ N~~ ~ , ~ , „ഀ k ~ i { rte, s'tഀ t{~ i _ ~ ~ ~ ~ t{~; ~ ~ , ~ rsഀ f r-, f wഀ ~ ~ 1s\ ' ~ ~ ~ ' ~ - ~ - _ - ; ,r;ഀ ~ A's ~ 1 _ , ~ ~y j ~ r:: __r _ / ~ഀ ~ # b~ഀ ~~._.~~_~___._.-•----f ~ ,n; l`h rcC. ~ tom.ഀ 4- ~jഀ iഀ t iഀ rഀ tYS8~J7ഀ ഀ O ~ -ഀ ഀ ഀ ~ ~ ~ ~A-'" 3/ r ~ ~ ~ ~ l'-ഀ ~ഀ r:,i ~ i ~ iഀ ~ ~ഀ ഀ J _ < i , : - _ ~ ~ ~ , f _ ~ ~ഀ h- t~ r'ഀ tഀ ~ _ V Jai ~ , . , , ~ഀ It ~ W~ ; ~ f ~~!7ഀ Q ~4 . ; k. / ~ ; ~ഀ - _ r y~r {ഀ _ _ - lഀ ~ 41~ ; t ~ 3 I~1 A ~ഀ _ . _ -ഀ _ ~ ~ ~ ,ഀ r ~ ( i i ~ ~ ~ i _ _ .~t'ഀ ~ { ~ , 1~t', -~,.w ~ A ~ ,ഀ I r ~ ,j x~' I,ഀ i~ N~ ~ ~ ~ ~ r ~ _ ~r ~ ha ' =ഀ ഀ iA ~ F~n, ~~~q , _ ~ _ i.ഀ ~ r;. , 1~~ ~ . , ~ Y_. r , ~ _ . _ . _ __u___ഀ / ~ ~~d i wഀ ~ ~ ~ y w w, ~ I ~i ~ iഀ t _.z_. - . ~ഀ , ~ ~ 1 i F ~ ,i ~ - 4ഀ i ~ ~ ~ _ i - 1 - - - ~ 3~' ,y/ ~ ~ ~ i ~ 6 ' `i~t/~r~f~" J j if ~~~17,e~0'..' ~ Ge'?~,~ jllylj~ഀ ~ഀ d~ഀ ~ ~ 3 ~ ~ ~ I _ _ i r ~ t z ~ , , ~ w~'~ ~ ~;G'ഀ ~ J ~ ~ ~ ~ ~ഀ • ~ iഀ ~ , Jഀ .G`+^~.'ഀ ~ i~ ~_i rഀ C. -ഀ e M.,, ~ ~ ~ - , 'jഀ ,;aഀ T r ~ _ ~ ~,W:ഀ . ~ ~ (~;~K _F~, _ _ . _ഀ ഀ ~ ) Fr ~ഀ ഀ ~ G`~ ~ ~,a~" -',v~' ; %i / ~ 7 ~ഀ : ~ •7 ` _ ~7 ~.7 ~ ~ ,ഀ i I fഀ r._ ~ 7i 'w ~ t ,ഀ . ; ~ _ ~ഀ f ~ .h ~ ~ ~ഀ ! ~ ~ ~ _ a ~ ~ഀ ~ _ .ഀ ~ഀ r~ ~1 L ~ഀ ~ l'~.v= 1 }ഀ ~``i~Jq~il~"y' r~,~ , ~ I ; ~c*r' i ' ~ഀ ~ , d,'"ഀ ഀ ~ഀ '%~'ry~' v L 2ഀ _ _ - . 7 _ . ~ _ ~ l-~. - o.. ~ _ഀ p~ - ~ഀ e.5' ~ / ~ , ~ ~ ~ t ~ ~ Warm ~~"'T __:'G'ഀ ~ . ~ ~ ~ ~ ~ഀ ~ i mp i _ _ ,ഀ ~ 1 ~ N © ~,a 1°ഀ ~ .C~ ~-v I , _ .ഀ E _ ~ J,-ഀ fir.,ഀ a~~` ' ~ ' _ഀ i" / ~ ~ c ; ;ഀ `11~, p / i 11 ~ ~~a ~;F~✓ 'i.ഀ j a ~J i tഀ I' a' ~ ~ ~ 1f----------- i' 1 ' Z - ` ~ഀ _ _ - - ~ ~ ~ ,1 , F ~ ~ ~ ;ഀ ~ ~ ~ 1 i ~ഀ ~ഀ .~[~r'r~9 ~ I 1~ ~ r ~ ' ~ ~ (iii, ~ ~ _ G ice`, r'C+'`<. ;j'~' ~ ~`'Fഀ - - ~ ~ iഀ ഀ _ഀ ~ i d!~ _ ,ഀ _ I; Mഀ v! Y ~ ~ ~ ~ഀ 4 - p rl 1t~~ t / ' fit, jഀ _ _ഀ ~ ~ _ d ~ , _ ~ ~ i} iഀ ~ ` ~ {ഀ l' ' 1ഀ ~ , ~r ~ i ~ -ഀ ~ ~ ~ ~ ~ 4G? ~ 4i ter. < : ~ ~ " r _ ~ ~ ~ ~ ~ ~ ~ ' ~ ~ ~ ~ 'fin'.-~ഀ y ~ i ~ ~ J . ~ ~ ~ഀ \ r ~ w ~ഀ ~ p_ r . ~Vഀ i ti F- _ഀ ഀ f ~n•r T~,a,,.. ~y ~r ar::,.. . _ :ഀ ;;/l:-.*ഀ . r ~ v'.l~'",~ഀ ~~~r a, ~ , ~ ~ , ;ഀ _ / ~ ~ ? ~ഀ „ _ _ . - ~ _ ,h~"~ഀ yഀ 125897ഀ jഀ . _ a"ഀ ltDഀ Nഀ yഀ ഀ "ഀ ഀ _ ~ ~ഀ iഀ _fഀ ഀ ഀ ,~.~__._-_______~~__.~.._.w. _ ~ ...,o~. ~ ~ഀ \ ..,e.ഀ _ ~ r,.. i~/ _ഀ . _.Kഀ w ,x_ w ~ I V~OG'ഀ ~ Y. i i _ i ~ ~~~v~ ,ഀ ~ - ~ ~ _ _ _ഀ ഀ ` ~ _ഀ _ _ .ഀ ഀ _ I' t rഀ . ~ iഀ ~ ; _ ~ ~ i _ ~ 1 i ~ , i jഀ 1 ~ ~ of ; , . ~ i ~ Mഀ _ _ ~ e # i ,ഀ ~ _ _ S, _ f _ _ ICI` ` ~ _ _ 1 ~ i ~ +ഀ ~ z iഀ ~ ~ ~ ~ r _ _ -ഀ i i ~ ~ iഀ v___.________.____.___ r ` r"' /ഀ ' A }J~ /yam ~ ~°C~ 1. 1ഀ ഀ a., Y". _ .ഀ . ~ . _ _ - 1 _ഀ ✓✓V ir~i~ഀ ഀ _ _ iഀ 125897ഀ r-ഀ tt')ഀ Mഀ fV d'ഀ iDഀ Cഀ - - C~ഀ 4 ~ .ഀ ~ ' ~ഀ ~ 1ഀ __w_~.,~_ഀ _ _ i ~ _rഀ i ~ r _ e.,ഀ I ~ w_. iഀ .m«:,.~,~ .a. ' errഀ I . _ . _ _ . ~pGy'' G~ഀ rഀ iഀ - ~ ~ - _ _ഀ L ~ v, - r ~ - - _ഀ _ _,.w . _ { ~ ~ - _ rഀ - _--~.-~--r i ~ . I _ _ p , , ' ~ I - _ ~ ~ ~ I ~ . _ _ F. r 'ir ~ ~ , _ ~ _ഀ + _ I ~ ~ fഀ ~ - E 1 _ ~ ~ഀ 1 ~ ~ ~ ~ _ - _x _ _ ~ a_ ~ ~ ~ ~ ~ i; "w- - ~ 1,ഀ _ _ - r ~ i { i ~ ,_i.. fഀ ~ _ _ 1 ~ - _ i 1 - ii. ~ഀ iഀ 1ഀ w ~ iഀ Iഀ y _ _ Wiz"' ,,5., ~..~_-L., _ - ( ~i. _ ,nom ' ~ iഀ ~ f I,l ~ .ഀ '41 a ~ ~tഀ ഀ (iഀ f~ ~I ~ r_ ~ _ .ഀ ഀ ഀ N~l v4ഀ ~ dഀ 125847ഀ i -ഀ ഀ trഀ - - ~ ~ - _.-a-.. - v _ഀ ,1. _a ~ +ഀ iഀ ഀ -~,-_s~r:~_:~z.~~a.,_,.._..ഀ ~ m 1ഀ '~Od't~ ~ Gl.~ഀ ~ _ _ Gj'L%''w~....ഀ ' _ ~ഀ .,sഀ \ `ഀ J. -ഀ j ~ aw ~ ~ ~ y,ഀ s _ ; ,ഀ ഀ / ~ _ ` _ 1ഀ ~ ~ ~ ~ ~ ~ i ~ , , ~ , , a~{~ ; ' ~ ~ ~ ~ഀ f Il ~ _ഀ ~ ~ ~ ,~---r, 7 -fir ~ _ 1 , i _ d z: ~ ~1 i i 1 _ഀ _ r i ` k F t ~ഀ - ~ i f.. ' ~ _ f i -"."5..........._ ,,r.._ . ..v-. i P.: ~ ~ _ഀ fi ( , i ~,..~,~m~ ~ is is ~ ~ ~ i t=h i ~t~ ! ~ -ഀ k"~ ' fi ~ i_. ( ~ iI tI I 1 ' li I ~ 1j r , f9 _ { _ ~ j, r ~ ~ 1 z ~ 1 i ~ ` ~ i :i.ഀ ,_u. L' L `a ~ mar `1 11 _ j\ pp ~ Iഀ ~ t ~ ~ ~ ~ ~ ; 1 ~ r . t . 1 _ _ _ , ~ k ~ - _ rv_,~ --w _ ~._,.,._...~_.m_ - ~ ( ~ ~ ~ഀ w _ഀ r--_-__._,______ 1_ ~ ~ - n ( ~ i i i .U. .y ~ഀ , ~ 3 -_r.__~ b f~ ~ ~ഀ _ ~ ~ ~ ~ f i { ~ O!' ~ ~f' ~ - ~ t ~ ~ ~ഀ 1 ~ _ Iഀ j ~ I i I ~ ' i ~ i ~ 1 1ഀ i 1 [~II ~ ~ ~ iഀ ~ , ~ i ~ ; i r e rഀ ~ ~ TA1U~~b W:°~~.i.~ d ( I~ t rഀ r ; i ~ഀ ~ ~r ~ _ r ~ ~ ~ ~ഀ r l ~ i ~ഀ ~ w:._ഀ ഀ 4 , fഀ Vv Ti~ഀ f ,ഀ 125897ഀ ഀ ഀ ഀ i"ഀ f . ~ഀ _ _ _ _ _ _ _ _ _ _ . W ~ഀ ഀ ഀ _ _ _ _ _..w.. M _ഀ ഀ _ _.._.____u .ഀ _ . _ t_ _ _ . f, _ ,_y .ഀ i r _ - _ i i~ഀ --------f _ v i ~ ' " t Pഀ r _ _ _ Xi _ ' ~ _ ~F,ഀ 1 ~ s_, r 1 iഀ _ ~ , A, r _ zi i,ഀ y ~ ~ ~ l«- -u _ ~ ..r. , L~_~ ~ _ _.r"-~._._.,_ - ~ - .ഀ Tm, t , m ~ , r i i I _ഀ , k ~ F r ~ ~ ~ 7ഀ ~ , ~ ~ ~ j ~ ~ . . . ~ a ~ ..1'_ഀ ~ _ _i _ _ _ _ y _ . _ ~ a____ _ _ . ~-e. t i_ ~ഀ tT------ - - - - - - - t - i ~ ' ___~_T_._._.. . _ - i . ~ഀ r 7 ~ ~ ,ഀ . ~ ~ ~ ~d 1 ~ r' ~ ~ 1 r.-,•...~ _ _ ~ഀ I _ _ _ ~ - _ ~ ~ 1. i - ~ i t~ i rഀ ~ ~ i ~ 1 ' °~~r"~ i ~~I . ,ഀ ~ ~ ~ r ~ i t ~ " ~ ' j l ~ ~ഀ 1 ~ I{ ~ ~ l ~ ~ ~ _ 1ഀ ~ ' ~ ~ ~ > , . ai , ! 1 E ~ r ~E _ഀ ~ v ~ 1 ' ` l 7 1 i, , , a e ~ ~ ~ - ~ s ~ ~ , -ഀ r r f; i ~ ~ ~ഀ i d I ~ ~ i ~ i ~ T r , _ 1 ~ : - ~ ,ഀ ~ ~ ~ഀ iഀ ~ 3 i Y ~ d ~ഀ i ~ i ~ ~ഀ i ~ ~ഀ t 1ഀ 1 ~I ~~I >Iഀ ഀ i' ~ iഀ ~25agrഀ ~ഀ 1.041 WP'ഀ .ഀ INWN lrf~ d ,ഀ ഀ - 1ഀ tഀ a , ~ ? ~ r~ ~ ~-~1'YJ t~ഀ ~~~n ~0 6 ~~~-~t~ഀ G 1'.1 lഀ . ~ . 4,. , . tഀ ~r 1~ r....:..::, " ?J3 'S5'b l4ഀ 1 0 ~ ,ഀ ~ I~ ~.rഀ ~.1 jഀ ~ ~ഀ ഀ y"f~ hll~''yDN ~ഀ Vc G Std E('~ ; 7ഀ tlഀ , ~1~~ ~dt1{~I~f ~[~lഀ ഀ Pഀ ~ r t w,~ hE-~ 6xc~x~8 6tP~l.Y p oN Pl-f'~N,ഀ 2~ oldഀ ~ - ®ഀ ഀ _ , r'-`ഀ r__~ _ 2ഀ ഀ ti ~ ` I r ~ഀ _ ~ ~~w°, ~ - _ - x .V _ _ _ _ mow. ~=-wr.... . ~ _ ~ ~ -ഀ ~ ~ , ~ ~ ~ ~ i µ ~ _ ~ഀ a ~ s ~D ~ _ , ,4 s~ E ?C _ഀ fib. `~'~',61~ jl ~ ~ ~ ~ ~I ~ ,i i ~ I; ~r~ 1~ ,i ~ ~ 1ഀ ~i 'r 1' ~ 1ഀ ii ~ ~ 4 i / ~F j_ ~ ~I µ ~ ~ _~alഀ ; ~ 1 ~ it _ ,W. j 4_- Iഀ - ~ i iഀ H j 1, ~.Jഀ w,. I i / ~ ~ , iഀ , ~i ~ .ഀ ~ ~ ~ _ ~ഀ ~o t. ~ ; ~ .oഀ ഀ a . ~ഀ / ~ r r - - .r , ~ i, 'ഀ i II ~ഀ _ i ~ i V i ~ ~ 1ഀ ~ ~ r ~ iഀ ~ ~ , ~ ~ഀ ~ ~ „ - ~ഀ ~ ~ , ~_J~_,,-~ ; _ ~ 1 a ` I ~ Yഀ _ ~ { . ~ _ ~ ~ഀ Y~-~~. ~ ~ s. _ _ . ~ _ r k ~ _ . f„ - ~ - - _ _ഀ y ~ ~ f- a r ~ _ഀ 1'ഀ a „ iഀ 4 sഀ f~ ~ ~ ~ ~ ~ 1 rC~,7 i.r~ ~ i~ . , ,ഀ ~ . . r ~ ,ഀ ~1 ~ _ _ ,a a E,ഀ c ~ ~ഀ ! i ~ ~ഀ I~) ,-G ~ =1 u ~ F _ . ~,1~ 4 ti, ~-~I ~ i 1, ~ i ~ഀ 1'_ i„ ' ~ y r~ .J .qh ~ r I ,y z ,ഀ ~ 4 ~ ~i ~ s i, ..n i ~ഀ ~ഀ t_ഀ _ __._....y..~ __..._.___w_. _ _ ~ ~ , 7 _ ~ ~ ~ ~ഀ I: ~I,ഀ ' iഀ 1 Lഀ { Z3 `ഀ r .ഀ 1~ -a ;ഀ iഀ (iഀ 125897ഀ ~ ,ഀ ;r,.ഀ - I ~IOOA S+ifN6LES,ഀ r ~u . . 1 J~u hxiCR10R GRAllE PLYW(P017 ROOF St1FATf11NG, 'ഀ 1 3 ~"~006 TRaJSSED RAPTE~S -SEE ROOF FRN4ING PLAN,ഀ . , II fNSULATIOiJ - h!IN~t~%thLഀ n ~ T 3`` GjT,~ L✓ഀ „ _ b LOG 6EA~ffi -GENERAL GONTRACT(7R SHALL PROV1Df BLOCKING ~ ROOFഀ TI?USSCS AS i';LOU1f~CC1,ഀ i CEILING F1N;Sti BY (~'NER ANDIOR CONTi'.ACTOR~ഀ 8 2" x 12" ~LrEP~ns a Zll" o,c,ഀ 1_QG PURLiNS `SEE ROOF FRNiING PLAN,ഀ 10 2" x 6" T, & c, ixCxtNG~ഀ ll Lor, RO~~ TRUSS,ഀ ;5 STEEL C(?LUMtr`,ഀ iff ~It~,r 7. & G, PLYSdOOD SUESFL~R,ഀ 't5 1~" CEP PLVw(3oD w'EB FLOOR ,>nfsis ! TJl-35's as rv,NUFACTUREDഀ Br 'TRJ~-JOIST' oR A~aaovED EQUALഀ '~'I)CI v~LP~'1' BENS AS REQUIRED lAS PIANJFACTURED BY 'T~~~S._,lOIS1'ഀ Ofz APPROVED EIaUAL),ഀ ~7 10" ntA. Loc Posr,ഀ 2" x 6" aEAR1NC WALL,ഀ I9 li" CONCRETE F100R SLA4 -SEE FDVNDATiON PLAN,ഀ HJ' CONCRETE ktALL -SEE FOWNDATtON PLANഀ Zl CQPdCRETE FOOTING -SEE FOJNDATION PLAN,ഀ 4„ X ~ WOOD LEDGER AS REOUiRED,ഀ 24 CRAB SPitSE - PROVII>E A POI_Y-F1LM VAPOR BARRIER iHRU'OUT,ഀ ~5 f•tNISHED GRAAE,ഀ ZD ,~,TEEL FAADE CONNECTOR,ഀ ~~0 ~ti:%~ ,ഀ h~ഀ :~,r,~x.ഀ i , iഀ ഀ i- - ,M_ഀ i ,.k- A I i ~ ~t~' ~ ~ re~ഀ '7!/~\ I ~ ~ • ~ 1 I n ,ഀ / iഀ ~ ~ iഀ ഀ ~r ~ i ~ vഀ i ,ഀ ~ ~ l~, t ~ഀ , _ ~ഀ _ , ,ഀ , , _ - ,9 ~ ~ i /^j ~ഀ ~ Iv 4\ r \ iഀ \ ~ ~ഀ tiഀ , ~ ~ ~ ,ഀ 1 ~ ~ r ,ഀ 3 Y. "*'2 ,:rഀ . 3 , Y Iഀ - r ~ _ ~ k , ~ {~lഀ . Uഀ r ~ ~ ~ _ / V~` ~ഀ n ~ _ tഀ r ~'`~~f~'l`{4 , .f ~ ~ഀ { , . C ~ "ഀ ഀ ഀ ~ ~ _ 4ഀ y~ഀ .......a~-.-....,....-.-.-.-.-.,....,...--...,..--~ഀ t 1 ~ r ~ ~ tഀ d i ~ , „ഀ ഀ r~ഀ ~ M r^ ' ~ i~ ~i ,J 4 / 'ya,ഀ j rഀ ~ ~t~rJ bഀ ~ഀ ~ i~~ ~ഀ Y.~ ~ , ' ' ~ ~1 ~iCഀ Zx4 rഀ _ T----- ~ t ~ഀ r~z, ~ ~ ~ 'i ~1ഀ h'Z i r -rഀ V~~~ , ~ { ~ഀ W rഀ rഀ I L-L Iഀ ഀ 125891ഀ 1D d fi~Wih G~ .ഀ p b"ഀ ~tഀ ~ Nഀ 11 1~ 4ഀ 2 x R Mans G ~ഀ W. Rഀ Nഀ ~~ME . ~ w ~rഀ u~ +1 Gc~ ~i~-L 1N E ~ഀ +~A G K1 FG1 LG`~ ~ T T N1N ~Iഀ ~ ~'Kഀ ഀ ur ~ 5 { G i,o~. ~ nഀ 13 ~ഀ qഀ h~ rod ,,~'iഀ ഀ ഀ P ~ഀ . gഀ ഀ ഀ A 2~~+p G~GKI ~ ~ _ഀ 2U Ga l C K ~ഀ ~~k (a~ GL'~t~.. { _ l,;lഀ ~ ~ഀ r ( ~ഀ T b ~ ~ , ~~r l~-n ~ f'~~ila 2-~rഀ ~ a l'~ ~'ra-~~. x 8 GnGt ~ 3ഀ ഀ 5ഀ M ~ r~ ' 1ഀ v~,., ~ "V ,ഀ ~ , ~ lr ~ ~ I . L.:1 ~ ~ ~ ~ / ,bഀ fir"ഀ ~~,a W ~ഀ ~ ~ r r ~ n p ~ ysഀ t~;°lN~ Cad ~~i"L~ IZ ~ t~~ , - ~ഀ ഀ ഀ f~! p ~ h y _ _ ~ _ഀ ~ , -ഀ ,ഀ ~ ~ a ~ ~ ~ } .ഀ ~ r e ~ ~ - ~ ofഀ 1 i~. . Iഀ ~ , _ ~ഀ - ~ ~ - _ r J_ ; ,ഀ ,J ~ഀ i f ai ~ ~ ~ ~ ~ i, ~ഀ f 1 1 j ' ~ ~ ~ fഀ . /-v ~ 4.. v. „ - - - ~..,.m..m,-,-, - ~ iഀ , _ ~ ~ t ' L ~v ~ ~ iഀ i - ~ .,..a, ax r ._t-ഀ I ~ li~ ~ ~ ~ tഀ ~ s ~l~ ~ dഀ ( I~ ~ t I ~ ~ iഀ ~I iഀ >j v i ~ 1 ~ .ഀ , 3ഀ i I ~ ~ ~ * ' ~ / ,ഀ I E i ~ , L L~. iഀ iഀ _ഀ _ : ~ ` _ ,ഀ .ഀ ,r i~~ ~ a Iഀ { ,ഀ ~>7 ; J F 1 Gr,,. ,~~~„.-.Y-ഀ ഀ Q ' 1 jഀ . L _ .y ~w.i Iഀ ;ഀ ~ ~ uഀ I ~..-",j . ~ .rte .ഀ / 7ഀ ~ v ~ tഀ ~ ii i L~'ഀ 1258®7ഀ »ar~s (toy ins a.iaii) ~ഀ t' _ Nl Hip tseom. Sac framing pion dor si¢a NOrfS (tor Nb deioll) r+tഀ . f ~ t./ log wolf corner, N2 Ni Hip baams. See logwork ahoy drawings (or attn. Qearns mokeഀ ~ Sit nip beom on horftonial hat. an angle w{in the noriionlol of N3 Carve molcning inset 27.94',ഀ into logs making up log corner, Minimum ~ ~ 1'D through bolts with 2"'ഀ i G ~dഀ 2l-~ ;ഀ ` .rഀ ഀ n 3ഀ '~r ; ~ " ~ X21, o - iZ ~ ~ _ yഀ Cഀ J ~ ~ ' IL ~'~,;Y3lN ~ fഀ - G~,,rഀ i'ഀ a _ - _ r_ ~ q r ~ J-.ഀ f G{t~~ -,r t ~ ! i i ~ഀ ~ l~ r/ i ~ ~ i ~ ~ r , ~ഀ , , ~ ~ _ ij 'zഀ _ - - - - - - ~ ! - f ~ 1 F I` ~ , ~ ,ഀ ~ vഀ i', ~ {ഀ i y j ~i 1 / ~ 1 1 ~ ~ i . ~ II ; ~ { ~ jഀ ~ - ~ ~ i ! _ .t ~ ~ ~ ( I ~ I ~ i~ 1ഀ ~ , ~ r ~ { ~ i I ~ iഀ ~ ~ ~ V~ ~ C ~ 1~ ~ i 1 ~ ~ ~ i ~ഀ E- , ~ ~ ~ ~ ~ ~ ~ ~ t ~ഀ ~ _ഀ q t I r , ` _ , _ _ഀ : , v~ ~ i / _ I r_ ~k' ~~t-• ~ ~ a i a ~5 i r-- E /ഀ 1~,ഀ ~ ~ഀ 1~ ~ ~ ~ ~ ~ p ,ഀ ~~r ti ~ ~ ~ ~ ~ ~ ~ _ ' ~ rഀ ~ - - - - . ~ - t - ' ' ~ ~ ' I a~ i ~ 1 ' ~ _ - - ~ _ . -ഀ N ~ i I ~ n ' ,j ,ഀ t ! 1 ~ , , , { ~ ~ ~ ~ ~ ~ഀ C ~ 1 f ~ഀ ~ ~ ~ ~ഀ ~ ~ I i ~ i I n . ~ _ഀ i _ _ . _ ~ ~ ~ ____i ,s, . ___.I_ . i-- i__ ~ _ Iഀ ' ~ _ഀ i ~ ~ , ~ ' ~ttഀ ed~0 , ~ _i I i _ l ~ ~ ( . _ ~ ~ഀ - _ .ഀ J__.. 1ഀ i ~ _ _ഀ ._._.T....-.__........._.~._~_ _._~__.___..~._J.._..._~_ഀ ഀ ~ - -ഀ -ഀ 1 try%, m I ~t ,ഀ s _ ~ ~ iഀ w ~ G,~'Fr w --+~~,tiyഀ / K .ഀ M ~ I~~ i ~ I ~ _ . _ . _~__r _ _ _ _ഀ d y ~ x ,ഀ ,ഀ _ഀ ~ ~ ' , _ ,ഀ ~ , l 'v_. ~ . - - 4ഀ r ,i i ~ ~ iഀ ' I i ~ _ . _ - . .w._ . _ , _ഀ i ; r L J. _ _ _ _ ~ iഀ i~ഀ f ~ ~ ~ഀ ~ ,ഀ jഀ i ,ഀ ~ { iഀ ~ ~ _ ~ i ~ ~ ,ഀ ~a„,~G ~ ~ ~ഀ ~ I ~ ~ ~ ~ ! I_ _ _ _ y , ~ a. eഀ f ~ i ~ - _ ~ഀ { ~ ~ ~ഀ 4 ~ i ~ , ! ~ F ~ ~ 'ഀ ~1 ~ ~ ~ ~ ~ 1 ~ _ l i i ~ ~ ~ ~ ~ rte ~ - i ~ ~ ,ഀ r i ~ ~ _ _ _ . i P 1 ~ iഀ - - _ ~ w~ ! I - j ~ 1 ~ ~ - ,ഀ li n I ~ 7~~ ~ഀ ~ ~ i ~ _.__~_..__~~.w__ r I Y C, ,ഀ ( li ~ _ ~ ' i I I j w S'~ ~ j i ~'~"r"`ഀ i; 1ഀ v _ 1 i ~ ~ ~ i ~1 ~J~ ~ Z. t F ~ 1ഀ i _ ,ഀ _ _ ~ _.--.-4..__'_-~'.--ഀ 1 ~ ,I lp~y. LL~G)Ci© ~ ~ഀ -t'ഀ , i ,ഀ r .i ' - r r r i it i ~ .n i' i t i r ~ ~ i sഀ / ' ~ ~,y,rഀ ~ ~ ~ \ഀ _ഀ Zx/~ " ~ ~ ~ഀ Jഀ ~iJ ~ C t _22 ,a_ _ഀ +wrl:~ aഀ ~~p40 RE G~%,lj iഀ J / 0~.,0ഀ 'T~ • /ഀ Opp E~ഀ n ~ഀ N6ഀ 4.1 4.2 hip beam N7 N1Oഀ T2 T2ഀ M1 .ഀ N3 /fഀ f / ~ .R `ഀ ~ ~ 'ഀ ~ \ഀ N8 /ഀ I ' a o ~ഀ ~ rഀ r x ~ഀ ~ 55.71' ~ഀ ~ ~ഀ ഀ ` ~ J \ ~ഀ _ r' \ ~ / ~ഀ ~ഀ ''f '0ഀ i N5ഀ i 68.57ഀ 0' ~ 'ഀ T n h ~ / / ~ ,ഀ 1/ Tഀ QC ~ ~ I ,ഀ i 111.43" ~ ~ ; /ഀ 0 ~ഀ / ~ iഀ i ~ ~ ' ~ / \ 55.71'ഀ iഀ 1 / O h S Qഀ / ~ ~ / 34.29' 34.29' ~ /ഀ ~ഀ Iഀ ~ ~ഀ 1 iഀ J i I iഀ I' g"~ 8" 8 2 2 ~ 1-0 1-dഀ -ഀ ~ ~ / \ഀ 1ഀ N9 lഀ ഀ Iഀ ' , » ~ 5 =6 - s aces ~ - 4ഀ pഀ O E Bഀ NOTES for this detail (ഀ N1 Log truss. See .details elsewhere on this sheet.ഀ i ms. These beams slo e down awa from the truss at a ~ഀ # N2 Log hip bea p y slope of 25.81'.ഀ N3 All bolts are 1"' A307 bolts, countersunk as shown.ഀ Steel connection late 3 8" x 5". Weld to side of truss connectionഀ P / N4 tote with fillet weld as shown. Pഀ e, N5 Log ridge beam.ഀ N2 , ( ~ ~ഀ i NOTES (1ഀ ,NOTES (for this sheet) i " " N1 pഀ ~ N3 ~ N1 All connection plates are to be 3/8 x 4 wide unless specificallyഀ j ~ dimensioned otherwise. E~~. N2ഀ ~ ~ഀ i ~ ~ N2 All bolts are 1"4 A307 bolts. ~ ~ ~ N3 4 ~ ~ ~ "ഀ ~ ~ ~ N3 Top chords are to be 10" nominal diameter, 9 m~rnmum diameter. ~ ~ N 1 N4 1.ഀ x / ~ { ~ N4 ~ Nq Bottom chard is to be 10" nominal diameter, 9" minimum diameter.ഀ ~ ~ ~ഀ e' N Web members are to be 10" nominal diameter, 8" minimum diameter. Sഀ { II II _v_ ~I I~ _ N6 All members are to be Lodgepole Pine, "Premium Grade or better.ഀ i II II ~ ~ 11 11ഀ i , Truss is symmetrical about centerline. i N7ഀ ~ I I ~ Log purlins. 'ഀ I l~ Ne Iഀ I ~ I N5 Log wall ~ { N9ഀ I I ~ I I I where this sheet for .connectionഀ Ridge pole. See details e se ~ N10 1ഀ jഀ N11 Double 11" tie log. I 3/16 21t 7-28-89ഀ N3ഀ sheet no.ഀ HIP BEAM CONNECTION AT TRUSS CONNECTION AT HIP BEAM AND TRUSS--PLAN VIEW ~ CONNECTION AT PIPE COLUMN UNDER TRUSS ~ ~ഀ 4.1 4.2 C4. 4 1 OEL02D42 6 1 " r4ഀ OEL02D41ഀ ca e ca eഀ MINIMUM CONCRETE WAIL REINFORCING ~ഀ N2 size curtain ! ~'er~i~'ai ;Jars ~ i~ n~ ~ ~ f^or._o ~a har., ~ഀ i Qഀ n ~ S111~12 I ~ 'i ~ ~i.. , ~ ~ ~ ~ ~ E C,,;. 'ഀ l_ Nഀ singe ~ + ~ o.^. ~ # ~ C~ ~~.2" o.c. iഀ -_t_ - _ ~ _ _ _ _ _ - _ , _ _ഀ N2; ~}tr II „ഀ ~ ~ ~ ~ ~ഀ 0 I~UTF;: ''ra~iF~ n0 reir,r~rcinq ~,}F~ei ~ഀ N4ഀ N3ഀ N1ഀ N5 iഀ 4.1ഀ S3 J~ e 1.1ഀ ~f ~ S3 iഀ 4,1 e~ഀ S2 ,ഀ 4 _ . - ~ _ _ _ - _ _ _ഀ 4.3 ...Pre S3ഀ SsUrഀ e a,4 9roഀ fiഀ Bഀ ;3 _ _ _ _ - _ - _ - 3ഀ iഀ I Iഀ ~ loq "wall aboveഀ i,2ഀ S3 ~ to wall above 9ഀ 2.2ഀ s3ഀ Nfഀ I 4.4ഀ S3 N7ഀ - - 2ഀ I F, ~ഀ Dഀ ® log wall bbaveഀ el o ' 3.2 ev tiaraഀ 2.-+ i s3 S" 4.5 3.4ഀ S3 S3ഀ N6 . a 3.5 ~ഀ S3 ~ o>ഀ 9-25-89ഀ 1"A sheet no.ഀ N7 / elevatioc 0 V 2' Sഀ S2 Scaleഀ pressure G~ia ram typical elevation 4.4 tnis eievatior PARTIAL PLAN Vഀ VIEW c~ഀ - ~ S1ഀ - ~ഀ O for th s e avati~on N4 T iaal reinforcin : N6 T ical to course fastenin : 1°~ x 15" rods in re-driilsd NOTES N TES ( 3 1 } YP 9 YP 9 9 P fiഀ Vert: ~ 4 ®14" o,c. each face. holes ~ 48" o.c. N1 l:jnished .rode. Horiz: 6 6 bars A 4" o.c. at to of wall, each face.ഀ g ~ ~ p N1 5 ~ 18" a.c. each face balance of wall. }ഀ NZ ' Steel columns. See larger elevation this sheet. See plan for lacntions of ~ 3 stirrups. ,y~ ' - r ~ ~ഀ Concrete wall. See Sheet S1. T ical an~l,or bo(tin : x 16" an;:hor t -Its ®48" c.;,. !J3 N3 N5 YP gഀ r D: Eഀ ഀ ഀ elevatio 4.3 elevation el nation 2.4 4.4ഀ - S2 S2 S2ഀ 3.5ഀ S3ഀ . ,Iഀ ~ഀ ഀ - - - - - I -ഀ ~ f- - - - - r - - -tഀ I -ഀ - - - i _ _ N2 - I I~-- ~ - ( 1 i 1ഀ - N2 I I I I _ഀ - ~ ~ - N eഀ ~ _ - P - _ _ t ital.ഀ ~.4 N6ഀ ~3 IJ6 -ഀ _ , _i 1, .w.- _ 1- _ - - -ഀ h 1 _ . _ _ _ a ~ - N 1ഀ I ( l . - ~ N5 _ ~ - - - -ഀ I Iഀ 'Iഀ i I I,I Iഀ I I I ICI 11ഀ f I 1 - - - N4 - -ഀ I I ICIഀ ~ I !I ,L Iഀ f iI II i1 I ! II ~ IIഀ II I!ഀ I I 1I IJഀ - - - -----------Jഀ ~r sഀ l ~ ~ ~ N3 N3ഀ F SOUTN WALL STRllCTURAL £I.~VATION 0 3.4ഀ s3ഀ OcL.S~ ~~V Q -1- 2 - ----r- ~_Z ~ 1-_7__ഀ Scale Iഀ Iഀ I NOTES for this detafl - NOTES (for this ekvatlon~ ( ~ OTESഀ N fഀ N1 N1 Concrete wall. See details elsewhere. N1 Finished gradeഀ N2 TS 4 x 2 x 3 16 window framin N?ഀ a vrall reinforcemeh • / g N2 5tand rd t.ഀ Vertical: 4 ~ 14" o.c• # " TS 6 x 6 x 1 4 structural tube. N3 i n L 5~ 1 c' ~ .c. N3 / Hor zo toഀ iJ4 See detail 4.5 S3 for base plate for structural tube. N4 2 5 bars at t- c f ~~ali and tc and bottom of window. / P . p .J3 1 bar each face, each place. ,ഀ N5 Log wall. See elevations elscv~here. N5ഀ 4 5 bars full hei ht each side cf window; (2} in insideഀ ~ 9 N-~ fuse, and 2' in outside face, each lace 8 bars total . ; (J P (ഀ i I "ഀ ti` ~ 5 C~ 14 o.c. 'vertical,' in outside face.ഀ window framin 1.1 4.1ഀ ~3 S3ഀ i i r N3 1ഀ i iഀ fഀ iഀ 1ഀ ~ i iഀ - - - I - - - i 1ഀ NJTE: ~ 1 ! l ~ N3 i--- N2 - N3ഀ bars in outside face i I ~ N4 I ~ N4 r - - / I { 1.4 corm. ~ are t~ to 1 1 2"ഀ ~ dear ~f face. bars I S3 to logsഀ in inside. face to be ~ 1ഀ f 1 ;lear cf fa.,e., ~ , % A \ 1 N4ഀ - ? ~ഀ ~ ..k-- i iഀ I ~ / tഀ • ~ ~ / ~ I ~ ~ 4.5 base late ~i; I ~ , ~ 1 Pഀ I S3 l iii I I ~ ~ ~ 1 ~ ~ ~ഀ I ' I ~ ~ i - ~ഀ 1 ~ I ~ ~ ~ ! ~ I ~ 1/4 1/4 i ~ ~ ~ ~ I ~ i I i ~ ~ ~ i ~ഀ - -~--I--- ~ - -i - - i ~V 1 ~ - - ; - -t --a - -t- - - ~ - ~ - -fi- - - - -1-ഀ Ali ~ ~ ( ~ i ~ ~ ~ ~ I % i 1 ~ ~ i i ~ iഀ I ~ i ~ Wഀ ~Ir I i i ~ ~ ~ f! i i 1 ~ ~ j [ ~ iഀ l i I ~ i i Iഀ , I ~ ~ i ~ i ~ • i i f ~ R i, ~ ~ ~ ~ഀ i I ~ ~ ~ I l i I ( ~ I~ ~ ~ /1ഀ I N i IV IJi 0TSCXFUഀ AA See for preFsure diagram for this wallഀ ELEVATION OF WALL AT GRID 6 STRUCTURAL ELEVATION AT KITCHEN WINDOW GRID 1ഀ C4. 4ഀ 4.1 n 1 2' 4.3 0 O 1' 2' 4.4 OEL-ANGL OELD2D43 MTTഀ ~~Ip Scaleഀ NOTES for this detailഀ . NOTES for this detail . ~ ~ N1 Concrete- we1L N3 TS 4 x 2 x 3/16 mullions. rlഀ N? Lo wail. at rid A:ഀ 1/2"~ x 6" welded headed N1 9 9ഀ N2 MC 8 x 8.5 channels east into N4 concrete wall, studs as shown., (14) total; N 1"~ x 16" ahchor bolts ~ 72" a.c. 2ഀ N3 1"~ x 15" steel rods in 're-drilled holes ~ 72" o.c. Pഀ • - N3 N1ഀ 3 16ഀ 2 N4ഀ 3• rഀ ഀ . N2.ഀ ഀ d. ~ , O. - vഀ SE t~ഀ W ELEVATION DETAIL QF WINDOW IN WALL.. AT GRID 6 ELEVATION OF LOG ALL AT GRID A CCഀ . 0 1' 2' 5'ഀ OEL031a11 OEL03012 - OEL ~ 4 .ഀ ;ca e Scale ;ഀ NOTES for thi ( NOTES (for this details 1 2 ~ NOTES (for this detail) 1ഀ N1 N1 Log Wall N5ഀ N1 o wal above. • N1 N1 Lo wall at rid B. Lg 1 ~ 9 9 " . ~ ~ N3 10x1ഀ N2 5 8"~ ne nits I 1"~ x 16" hor o{ts I i h w 4 ®72" c i•-ഀ N2 / " x 20" o hor b N2 anc b at ocat one s o n. O ploces. ® 32 o,c. 1ഀ J " " N3 1 4 x 15 steel rods in re-drilled holes at locations shown. Continuoഀ N2 ~ p N3 late. 2 x 8 treated top plate. ~e~ P N3 drawin s ~ ewhere for finishin N7 " "ഀ 9 g N4 1 ~ x 24 anchor bolt at this location only. 14" TJI'; details. f N4 { " N4ഀ 1°~ x 14 lag screws, one row at this location. Equal lengths top flanഀ ;Nail plywood to t:r plate with - N5 of la screw into each course i.e. countersink 3" . 9 ( ) Y~ഀ X14 l6d joist hang, N3 P c,~. s±~ ~aere~;. of to cഀ ~'cntm!~~~u., t x 12 trF.ctF:a ~ See sheഀ N a N5 N6 N5 Iv^;:~t~r imberi ir, ~~n~ret~ 8 # 3 stirsഀ +;~-~e of p~;ur. r.nch; r •~~ith ~ of 6Gd rods ~~~iti. 12" can.ഀ c;rn~'.e~i nd,: tts~ 'F" ~.t:, .D - N~ follows: i-ഀ Vert: , .ഀ Jo:~ . :~~~.~~c~r i,al',~ fr~rr,, Honz N6` •ഀ r ~ N6 g r ~.i'ഀ I I N4ഀ _ F ~iuF.~,-~~=~rr;: iar ~:iti~ ( I • N8 ~ 4 x N7 1 ~;d 6' pl ~w~ r,d ~ spacingഀ y edges ~;r•- . ~ o.c. atഀ interior su orts, N9 Q . PPഀ . ELEVATION OF LOG WALL AT GRID Bഀ N8 (2) ~ 5 at tope of walkഀ " ~ OEL03D22 - 8 concrete wail reinforced ~T T T ~ഀ n N9 s follows: Scale 0 f.ഀ Vert, 4 ®14" o.c: • . `ഀ inside face. I • Fioriz: 5 ®18" a,c, OTES for this d oilഀ 1 2 3 N ( ~ ~ inside face..: N1ഀ t el .1 • See evation 4 /S2 for N3 I N1 Log wall at grid E. i!ഀ reinforcing around winAowഀ P 9 ~ N2 1 0 x 16" anchor bolts at locations shown. (4} places.ഀ Vertical 5 ®14" o,c. " " # P N3 i ~ x 15 steel rods in pre-drilled holes at locations shown.ഀ N10 and .horizontal # 4 ~ 24ഀ o.~. in outside face.. " N4 3/4 continuous rod through hole drilled in corner of logs. elevation •ഀ Thread rod into threaded concrete insert imbedded in wall. 4.1 Concrete insert to have a minimum rated ca acit of 4000 .ഀ .I " " " " Y ~ S2 • ~ Top steel plate washer to be 3 x 9 x 3 8" thick.ഀ L~ 1ഀ ,ഀ •ഀ • jഀ N10 .ഀ .ഀ • • 4 .9 N I I ,iഀ I I I • .ഀ I .ഀ iഀ • ELEVATION OF LOG WALL AT GRID GR D F 1 I R Eഀ ~ OEL03D32 0 1 OELഀ I - - -ഀ i-- - Scale .ഀ ~ ~ - - NOTFS for thi i i___- (ഀ ~ - - - ~a.r N1 12" coneഀ . ~ ~ ` gas' f r rei ~ o ofഀ - , i iഀ _ _ N2 5/8" ba - - .i it ~ p=230 16.20*z ~r p=220 16.20+zഀ -f - - ~ _ I TS 6 x , ~r I I ! u• N3ഀ ~ ~ ~ i -~-Iഀ - - ~ ~ N4ഀ - -i ~ ~ . - ---I--~-- steel stu ~ • 9 f 9ഀ ~ iഀ N ~ i I ~ N I _ ~ i ~ ~ 1 . i ~ T - f ~ഀ - ~I ~ I i ~ ,ഀ ~I ~ i ~ finished grade s• ( ~ 1 i finished grade ~ഀ ~ , y - _~-._t._~-- 5,ഀ iii, ~ ~ 4, _ ~ ~ 4' - - Iഀ ~ ~ ~ I . ~l 1 l • • ~ ~ 3, 3, rഀ - ~ . ~ ( ~ I Iഀ r z• ~ • I i ~ ~ ,ഀ ~ ~ { rഀ i Iഀ 4 a I 4► ~ ~ N4 v i vഀ 0 50 psf 100 Nf 150 psf 200 pet 230 pa 0 50 psf 100 pof 150 pet 204 W1220 (N4 9-25-89ഀ p p T a SECTION a SECT10Nഀ A A nh nn~ ranഀ SECTION THROUGH WALL AT GRID 6 PRESSURE DIAGRAM AT GRIDS 1 & 2 PRESSURE DIAGRAM AT GRID 6 CO 4.2ഀ 4.3 4.4 OEL03D41 OEL03D42 OEL03D43 0 1' 1 OELഀ Scale Scale Scaleഀ ri tഀ } Fഀ ഀ Gഀ r ~ o~ഀ _ f ~ഀ ഀ i f .mow.ഀ ഀ i"~ Jഀ %ഀ ഀ - r rഀ ; _ ,;r-ഀ 'ഀ cഀ ~ - ~ _ a r ~ to s~ ; -ഀ J.ഀ Fy ~A...~ഀ w . ~ഀ ഀ r'' ~ .ഀ J iഀ -ഀ _ . ' ~ ✓ഀ r r F a,~ ~ G ~ P~;~ഀ fഀ ഀ Lഀ -;a, sic ~ഀ fiJ ~ ~ 'n` ~..,C_ ,c: -ഀ { ~xഀ ~ a f ui M u r. ~ .;~~LLഀ ഀ ~ _ഀ ~ ~ wഀ ~ A r r X `ഀ I 1 Y°ഀ ഀ ~ r ~ jrഀ i 9'ഀ \ O ~ ~ \Eഀ 1 ~ ~ \ \ ~ഀ ..,,.._.~...w, i I t _ a I, ' i wഀ _ഀ i _ 5 ~ ~ 1 i w a, "!F.ഀ f e ~P . _ f nഀ 3 " ~ ~ .art air ,.o,.r 1.. r„~ ~ `ഀ „ obi ~ ~ "p`.r`" 1 - 'r- ~ ~ 8r. ~A~P_ 1~ഀ a t t ~ ~ d ~ oഀ y.ഀ ~ഀ - - ~ ~ ~r _ - A sഀ i ~ 1 a 11 vn ~ ~9,ഀ - e 4~ «.1 F 'a a -ഀ 5 - 1 , a~ nഀ ii t4ഀ Y 1 ~n . . ~ r' ~ - , ~ ~}i _ $r;ഀ n` Q v { r~~ഀ _ ~ഀ i; ~ _ r r - . , ~ ~ഀ - i < < ,ഀ 4~. ~ ~ aഀ F~ r~ ~ n"!.... ~ ~F, ~ ,a i . ~ 1 r. r, L~ ~ ~ iഀ . ~ ~ഀ ~ ~ഀ `r ~ r., ~ Iഀ ~ 4ഀ s. _ _ - y ~ ~ ~ ~ഀ iഀ 1 i _ tഀ - ' ~ ~ഀ k - ~.r.: _ഀ i ~ `ഀ f i v i iഀ - 1 ~ ~ - - . i. ~ Iഀ I.ഀ ~'crGw. a ,,y @ ~j rഀ ~ i i ~ഀ _ , ~ ~,~p~hrn~ Pie Fa ~ ~ ~.1. G F~~ f !ഀ A y ~ ~ 4ഀ . x,~i'y r. ~ j ~9.~a ~r fa"P.+a£~ ~~h~- G _ ~ ~ aഀ ~ ,,,_.2 1 ' wഀ 1 M'± a_ ' iഀ ഀ i lഀ / - J~ഀ r r_ ~ ~ഀ s. ~ 0~4~ L. ~ a i + ?sഀ j~ 4 h. 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INTERIOR PARTITIONS SHALL BE x T~,'GOD STUDS ~ IG~' O.C, r rഀ - rASCIA ~ SUB-FASCIA TO MATCH EXISTING RESIDENCE, U~ LESS MUTED OTHE~~~I.,Eഀ 7 1 ~ - ~ SNUB-GABLES TO MATCM EXISTING RESIDENCE, 3, CLOSETS SNAIL Ha~~`L SAME F [ PJ i SI' A$ ROOI~1 INTO WH 1 Cri IT OPENS,ഀ § _ ~ഀ '`IE FIRcPLACE STYIEGtART!i,AND V'N A ~ ~ ~XISTING ROOF STRUCTURE E EER FE TO BE SELECTEi~ #~E Tki~ q Fഀ STEP CONCR~TE FOOTINGS DOWN AS REOU[RED BY SITE CON 0l~NER ~ ~m..ഀ HVAC~PLUh1BING,ANn1 F~ ~~EC aC.1~L LAY~`~JT APlD DESIC7N SHALL BE Bt' 'ഀ 1ഀ OTI~ERS , .w r tഀ b, °ROVIDF ~4C"ING E2A"vS r~S ~?ti~U.IRCD EY LOCI~I. I3(;ILDiNG CODES. ~ iO~ ~r,ഀ r, ~ ~ ~ rഀ .-~-K~°°" t r~~ഀ . - ~ ~ ~ r f- / ~ s 1 ~ ~7"" ~ f °ഀ ~ t-ഀ ~ ~ G r'~ - t- ~ഀ nr! l,r iഀ ~ ~ഀ ~ഀ ra a ✓'.r , r~~'!l~ഀ ---~'""~~u N OCR, ' q y E~ ~ 1 ~ +ഀ _ . 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NZ lutgla 4 x 4 x 1/4 X d -9 Nl 3/~"o through bofte, iypicat. Nl 3/4"0 through bone, - - -ഀ 12'-0" Overalze ttotee to beome t Ni Overel:e holee fn bem !t3 3i4 thtouplt 6otle w141► tlnl aoaltete ott Ilre Hood ekte, /ഀ ' «U. boom soot from tf{" prate, ~ N2 "U" bernn Beat front.ഀ N1 N1 N2 N2ഀ ►i1 " "noddle teem t 'I" Mts. Mo!!e eoddte from 1 - ~ octet • e enddle 1/2" longer ttrott the beorn ~ ~ ~ e 1/2 1 nger ttഀ x' 6" . been connected,ഀ - N2 being connected. tf3 9 s t/z` _ t fit. , ~ .ഀ - - ~y i t z,~c__, 0 _ i t 2" 1tl I_ " Pitഀ d 1 ~ s a - - - ~ _f_ : n _ _ ~ 2ഀ _ ~ ' ' ~ ~ ~ ~ Q f - D ~ ~ wed _ 2" z".' z. - - r ,ഀ N3 , _ _ _ _ I o aഀ r ~Y N2. _ f.1.F Afipt 3/tS t/~ . y _ t/z,. _ _ ~t.. ,r rte a ~/tsഀ ~ ~2ഀ - _ ~ _ 1rll+td Y>i`+YI N~. ~ ttz t~uN wEw tie - - PWi V1E1'1 EIEYADON ElEYA71~ഀ ~ 82ഀ . "IYf'[Gllt, UCI1M-~10~-13E1tM COliid(_CiIUIഀ ~ TYPICAL BEAM-TO-BEAM COIJNECTION TYPICAL ScAM~-TO-BEAM CONNECTION -ഀ - UEIOItGUi l)F1Gf3Gf32 , Nu St'nl E ~ 1.111ഀ ~culo _~...~.~.__~w~..wM.~_.~.~.~..._ഀ N3 fit.falatnt. Si ftUt~t Utinf, r~t)t t?~;ഀ ~ Gf?Nt~ttnt. FLUOR i-RAMINC Yr. -ഀ "I hrs pro act is to conform to the 1985 E<Ikion a( the Unrtorm Ihnldnig (,ode (U(3C). Use detects S'IRU(. ['URAI. S1 t?LL Miscellaneous comrcction ~latrs arc to mnfotm to ASTM Alb with a minimum Meld s~ഀ ~dT~s FRA1~11NG marked typrcal"wherever they a rely, Vuify elf dinuusions at tlu jobsite. "Muse cakulalions are . ~6 ksi, Steel is to tx fabricated and errcted in acrordance with U[tC Standaru 27.2. _ (or the legwork and convenliona~ Iramin in Ito enggineering rrlmrt only. Conventional framingഀ r`~, ~ , 7 tf , , 4t incidental to the xoject and a rpurlenancges such as cirinmeys arc by others and arc nrrt covered in conform to AStM A307 unless otherwise shown on ttx plane. Welding is to f>c perforn N~ ~OiS1 hatlger, typlCa~, t tit l i } 1! ~U,r~.fll'% , ' ~ . • these calctilationt. Structurnl Research (`ompnny ar,runre.r no re.+lmnrihilrty inr ikms not Cent(iedWeidrrsusingE7OXXriretrndes.ഀ ~~i ~ covered in tlrfa engineering report.ഀ 2 x 12 led er. Let--into fo wall to 1" core+imum ~''h-I - I%q ? I~ ~ ~ W001) t iJ z g g t)f?S[GN i.OAbS Logs: L.og f ranung is to be l,odgc{lute pore WaU L,og 41 grade or 1 ester. bearing on logs. Fasten to wall with (2~ 1~2~'ot Itoo[Livel.oad Sopsfഀ 8" log screws ~2 a.c. ~ N L : ~ - ~ ~ ,;`il Roof llead I-oad 251x( .Spiking: Log spikes called owl on fire plans nr in du caiculatiorrs are to 1>e 3/8" a 10"ഀ E•loor Live J,rrad - d01nf Sce Alprne Log f lornrs typical detects for snore in[onnatiorr. Floor Dead fond - IS . ( l.ag [3olting: 1 ~gscrews arc as calkd out in the tngineeringg relines sad ou the drawlഀ 2 x 1 z led er of nOn-bearlrl ed C a( floor. ("assert _ i ~ to be screwed hrto rcdrilied Irolrs. Uo nor hammer Jaga serrwa. Lisr hardensഀ to !o wall with pairs of 1~? 0 x 8~~ rag screws SOII.ANf)POUNUA"f10N washers with la seresvs. ® 32 O.C. Footin bcarin~ pressures are limited to 3(1(1(1 psf, per soils relmrt dated bray !4, 1982, t~ootinggs Sawn Lumber. Uso Ie~tn-Fir Number 2 and t>Gtler by tVestern Wood P g Hooter r ht unhcatcd areas are to hear a rnhrinmm of 4'~ll" below finished rarer Association Grading rules, t.umtxr is to have a rnasimwn moisture content ~ഀ Y arowtd the per o Bഀ l { pp1~ ~/A~~~~r~ ~`f: 3~ ' 7~~-~ ~~Ya/a unless otlerwise noted on the clans. Back(ifl under slabs is Io ronsist of granular soil material All joists arc to have anlid2 naminai blocking at ail btaring wa8s and over boa ~`{~l ~ ~ ~ as necessar In n event sdtlement of dte slabs. 12'oists shall have solid blocking or x bridging at reservers not to ezreed g' o.c. ri / which is to br laced in small lifts anti coin acted yഀ ~ ~L F'~'E~E p ' ~d 't ctor dr densit . Coin race soil under (Wolin s PI woo: C-D Ltteriur MA wish ealerior glue, thickness and slruttural index as sh ~ Corn radian shall he to 90'~n of the Mahf c t o y y 1 B y where the soil has txen disturbed during digging. the plate or in dre engineering report. Stnrchrrai oriented strand water (maഀ " equivalents an rnting ins ~ be subslttuted for plywood. llnickness shown on pea - be reduced /32" provide the span ratiog is not reduced.ഀ xi N additions to Ile mix arc to br Nailing As shown nn tl:e drawin s or nccordin to'l~able 2-S~(~ and other applirab~ "Co attain n minimum 28 day coin ressive strength of 3U(Nl 1 o gഀ r ni. si n n( drt Structural Eo inrcr. hatches which arc mrt Clra rear 25, Ut3C. Multiple headers and kr gars are to be naitrd together with 1 atlrled at the 'ol> site ease t weer t~e en s. o g 1 Pഀ workable or arc otherwise mraceepla rte are to he returnal to the ready-nda beans. No sales o(any o.c. seaggggerect (2 nails 1>cr foot). Ali nails are to be "common" nails. is o >c thorou id conurirdated with vibrators. lleadets: treaders shall be as called out on the plans or a mininnrm size for bearing kind are to be added to the concrete. C:oncrele . t t yyഀ ' to lx rlacrd aced cured in accordance with the Uni(ornr (tuiiding Code. Concrete shall (2) 2 z 10 or (1) 4 x Ip. Non-beariu walls, minimum (2j 2 a 8 or (t} 4 x A, J Concrete rs 1 _ 6carin studs under headers: Use slur s as cnikd for on dae plans with a mininnnr be mix designed for high durability and watertigtrtness. 8ഀ ttraning stud anJ one lull-hri~hl stud at ail headers.ഀ REINFORCiNf; S'I'EHL liatdware: All hardware to he Simpson" or approved equal. Fastrn per manufa else deformed bars ronfornung to ASl M A61S Grade al) recaps A`3 bars, stirnr}~., ties, and field recommendations,ഀ s reefs of weldtd wits fahric~~6 a 6, AV2.4 z 1V2.9 Glu-Lam beams: NI glut laminated beams to be roduced in accordance with A bent dowers which shall he Grade 40. Provide flat , t 1VWF in slabs on grade. Ijars arc to he securelyy tied in place and provided widr concrete eovrr as 79 and PS Str73. Fabricator to ~rovtdr AITC certification marks on brains.ഀ shown on the tans or as !ol}ows: Footin s, 3" from soil; fonnrd concrete a arose soil, 2'; coiuutns lam beams to he grade combination 22F-V8. p s n inside face u( walls 314": store on outside {acr of walls, 1 tl2'; Proprietary Products: TJCs and M=1, exams arc as manu(arlured by ~Inഀ and beams, 1 1 J2 , , (eel o , Stnrctur~l slab lop steel, 3/{"; Corporation, Boise, Idaho. M ~L stands for Micro=tam (it) beano grade 3.0ഀ t nഀ - r=-ഀ w .c r , ~ ~ t _i ( r ) - vഀ - _ _ l~ l ~ ~ ~ . { i 27 -U"ഀ ' _ 1 , ~ . , t 6 la l✓C ~ti ~'~~~ivt ~ T____-__ഀ ~ ~ ,!i r (?.l~Y-IZrr( r - , ~ഀ f i ~ ~ - ~ 1ഀ i a .,,a x.. - r _ ~ ~ - E ' t ~ഀ l I :ഀ ; _ _ , v _ - - t 1 - ~ r j l j + r - - -ഀ _ _ I - a _ . - ~ . _ ~ _ഀ , t ? r I l I v E fഀ F ti...d _ _ _ r r . _ . A tdഀ ~ ~ 1 ' ? ~ ~ r ' i~'' - - bഀ I r .1, ' ~ ~ഀ dz isഀ x r ~ ~ f r~ ' 1 ~ ~ 1 i f ~ -ഀ _ _ _ _ r - _ I - - _ - _ ; i ~ ~ hl!~ _ rഀ i ~ - 1, ~ . 'b ~ഀ , _ - _ ; - ! 'Ill ' ~ ~,i~J - - I r 1ഀ , ~ - _ _ - _ഀ - _ ___t~- - ~ ~ .ഀ r + ~ r ; ~ ~ t _ ~i, f. X ~ l~r ~ . _ . r _ _ഀ t ~ , , ! ; ~ 1 ~ ~ ~ 1, - _ '-fxr-fഀ ft , rഀ i i ~ -r l ~ fie- ~ y~ i _y~ ~,~e. ~y- ,ഀ , ~y,,~i~rt,~ [ ~ ~ sh i .Ll- -f _.t _ -r,~ f.~/ ~ ~ _ ~ ~ - ~ഀ t lഀ gg + ! ! 1~~~Etr ~ ` ~ r"~~ i.. ' ~ 1~ w ~ fill, ; > fഀ ; , _ i , ~ r (I ~4 . x ~ ,r - a. _ ~ . ~ r ~ ; ~ ~ ; 3 t ~ ; tv.ഀ , ~ r ~ . I ~rt,~ l ~~f V ~ r'. , _ ,ഀ - _ _ A. r ~ . ' _ . i r. ~-~ir; .ഀ } r. icy P" ~ x ~rഀ _ , _ i _ - ~ ~ rഀ - ~ . , _ _ , w t. . _ _ _ഀ ~ ~ ~ / _ r 4 ..a..., ..,w._._ഀ t i r ~ X 1 ~ r r\ഀ ~ ~ ~ ~ ~ ~~`1i", i }firഀ l , p~ഀ ( I f 1 ~ f ~ ~ , ~ i~ഀ tr .ഀ ; j Iഀ I ~ഀ , - N~~ - 1 ! ~ ~ _ ~ ~ Iഀ y ~ i i ~ r~. 1 r; ~ _ „ ~ ,ഀ ~ ~ ~ ~ , ,.._..~,a~ ~ ; i _ ~ NoTE: hoof conuactlotia should he almllar to dataila 9, l0, X-/ I I ' need ii hereto. Use a detnll like 11 for light toads (under ,ഀ l . r ~ r,.; _ k__- ; ~ ~ .-x.{' l~~U h1ll~Vriht 3oQ0 pounds) and details like 9 4nd 10 for heavier loadings. J ;ഀ aഀ f f f ~ ~ഀ ~i` ~ ~ഀ 'I/ s ■ - i T '1#" i_- mഀ Nഀ f•iY' ~ഀ J ~iഀ 2~rഀ ഀ ~ G ~ r~ Qr~ r~~ y r Cഀ ~ ~ U ~ r~ ~ഀ ~ ~ ~ഀ Ot~ ~ ~ - ro ~ . ~ _ഀ r - ~ ~ .ഀ _ _ ~ ~ , ,ഀ - o r m , ~ M V 7'ഀ . f _ ~ n ~ _ _ഀ ~ - _ 1- - ~ -ഀ _ഀ r. °"a°"'ഀ ~ . m.., .v ~ ,ഀ a r _ rഀ ~ _ r ~ _ III ~ഀ r' ~ - ~ ~ ~ ~ ' A ~ഀ . -ഀ - ~ r C r vഀ ~t r~ ,ഀ r k ~ )ഀ ~ r ~ i ~ yr'ഀ I r - ~vഀ _ y. III ~ _ r _ _ ;ഀ I~ y f 'Vഀ A~ f: C nഀ i ~ ~ , - ,y ~ഀ ~ Jഀ _ ~ ~ n~ ~1 r . ~ ~ ~ ~ t ~ ~ nഀ . . i n. , ~ ~ ~ r~,, rxഀ xഀ _ ~ A i ~ ~ ~ഀ '.y ~ ~ _ഀ y ~ ~ N "ഀ Cഀ aഀ ഀ F _ ~ Z ~ ~ഀ ~ _ > ; u _ - ~ ~~--r--"'~ - ; ~ ~ iഀ ~ r - ~ / - w 7 r N w ~ ~ഀ - v ~ഀ ~ . ~ ~ 5 , C' vn . x, _ A 'y' z K ~ഀ ~ ~ ~ _ _ m, L - - ~ -f*1 ~ ~ 5 ~ ; C - ~jഀ 0. i~ Z D ~ ~ ~ ~ ~ ; ii }ഀ ഀ .C r- G,._ r . D '~I I'' O f.~ i / ' ~ tഀ r -t n . ~ _ _ _ ` r. ' ~ ~ഀ e'ഀ ~ ~ , ~ _ }y :LI ~ i ~ _ ~ ~ - ~ ' i Fഀ - Uf , . 7, O In ~ ~ 5.. ~ _ 4ഀ „ ~ . ~ , ~ 1ഀ j r -ഀ ~ ~ ~ ~ ~ ~l.w.~ ~ _ ti_..e. ~ ~ഀ r ~ v ~ ~I ~ tl~ sir ~ L y i . C.~J ~ ~ ~ഀ ' ~ _`.~'CU. 'a, t ~ = nഀ ~ ~ ~ ~ a e E; ~ഀ t ~l ~ l~ഀ v 1 " y .i ~ ~ ~ ,/r.ഀ ' i'. A ~ w~ M ~ r" ~ ~ ~ !'y. r N - ~ ~ ~ -ഀ U (~1 ~ r~ ; 11 . ~ o a~ ~ഀ r..ഀ ~ _ ~ഀ ! ~ ~ ~ r ; , ~ ~ rഀ t~ ~ ~ഀ ഀ ~ tഀ ~ഀ ~ w yഀ ~ ~ഀ ഀ i.vu~sm~av,!a~ae:crxewe~~suamcmmnma .mcea _ .aama~.oaaww~.~~, ~w,.,,.~ vec w~m~n ~„aarocnaesravaa .:xi.mmmm.a.a~ ,~wrou+.una~wa . . .~...,m,w..+w....rn~.w.+r~r..nuvao-ama:nana+rvravn~mm~~aഀ ~ 1 ~ഀ ~ ~ (~^~d re .ഀ ~ ~ ( r. ~wr~c ~ fi't` 2 ~~7 ~ l ~f~~l`~ ~ Iഀ i ~ ~ . , ~3~.,~~;ഀ , p _ഀ £4y i ~q ~~(g ~i ~ - fzEVis~ o ~r~~~; s~aca ~ t~,l~ --~r~ ~C ;~~~+,;f ! ~i..~.~~ ~ ~ ~ ~ rte' ° Bഀ x ~ 's ~c~.ur,, /2nc_~~5, F~1w~irഀ ,~t~t f~ ~"^~r;~3 "r t~C~")(_t:S ~ /->h?Gl' ~{~h~`,- J~✓~f~elffj~~.:~ i..,.~~~ itf~f"~r`Jd,......, 4.~.,t""'a"~.~.~t~ C.... („~,~....~'Fa'w.°~e~~1 ~~..~~,.Lഀ i g- .ഀ 5 ] i t ~ F k', etay~?a> $rn~ 1°".^ M.~' / ~ l~ P Yi P Y~ *.a. ~ _ ~ _ _ഀ .y , aw.F _ar v ...n. .aw Nnww~n.~:,a 9c r.~,... +x~rr.,.-r.,cw.nrs....u..cs-,.mm~ww,.~e~.+a.,u.+x~;wvec«naweaw,.wr~mxr.+xmn~vs...;AV~~s,.a+m~.. e rte,:,y-.Ww«.. a:se~mm., _,.c.:r. ,~w~ wm„~ ......R.,.._: ,-x9,..~,w.ry, .,-..w,wzm.,,~,w,.,.,-_.,..-:m.....~Ae~ ».re ~ 1~... ,ഀ 1 f~':=:OV - Lt~CAi Il~fi! ~ ! iCA`i'~ഀ ';eret~y certify that inns Tmprovemt~n+` r,oratinn CF~rtifitഀ ~?'V~'~ ~~1<3', ~T: ]~11~,I":)Vt ~t ;_~:UL'JeY piiLi d[i'~ t:ldi. 1~ 1. Cഀ upot: for the estab~,isF:msnt o~ fence, bui3~ing or other ~tഀ i.ine~.ഀ 2 further cextify that the fmprove~tetl 5 on the above ,~~~sr this date, ~ except utility connectiorഀ within the boundaries of the parcel, except as ShoWCi, t~ഀ enczoachments upon the described premises by ~tupzoVement5ഀ premfses, except as indicated, and that there is na appa~ഀ sign of an easement crnssinq ar burdening any part of sa Yഀ as noted.ഀ ~ 2ഀ ~.OT 4 9 r~ fate . __L~ ~ ~ 1.~._...ഀ ~ ~ ~>~an Hogfeഀ ~ olo ad h,i, ' t ~ C z oഀ ~ ~ pഀ I Q ~ ~ w A ~f * ~ 4ഀ 1 ~ dഀ Sഀ 4 ~EW("R f~".SEMENT ~ }ഀ ഀ F-OwER r~JL[ ~ tF"ഀ it ~ < << ~ഀ s ~ !i)' '7ഀ ~ ~ ~ Gar,ഀ k t~, ~ ~ഀ Iഀ r^~ ~ , ~ ~~e ` ~ ~ ~ഀ j ,K 1 xഀ rഀ t > Cഀ ~ ~ ~ \ 'AFEgREwT EASC~^FN? L,lt~~ഀ I pp ~ N. ' _ i Aഀ h.5 r _ i ` ~~i ~ 8 ~ s. ~ഀ ~nഀ „ , , -~~1~; ~ "5 D 3 ~ ~ ~ ~ഀ ~ ~ ~ 7 ~ \ t ~h c: f ~ ~ 3 ~ ~ ~ ,ഀ w n ~ ~ഀ i ~ ~ t ~ 2 ~ ~ഀ 1 ~ t ~ ~ ~ ~ഀ ~P L~ r^~ s ~ ~ ~ഀ 1 ,4 , ~ ~ ~ ~~}T ~ഀ ~ ti: 'ഀ ~ , ~ .J ` ~ # f.. ,ഀ j i ~~yഀ j 1 ~ ~ ~ O t3 ~ e i ~ aഀ ~ 1 , . ; ~ , , ~ 44 r ~ ~ ~ , ,ഀ ri , r: p',l, ~ ~s ~e 6ഀ } r ~ r. _ -tiY t c0 ~ ~ ~ `4 ~ - t U 4..ഀ i G t \ l r 4 x' ~ ~ iഀ t 1 0"(-? ~ ~ No~`E; ROdE PEAK '~LEVnTIUNS ARE ~S EO~LJWS ~ r V 1ഀ ~ ~ ~ ~ A ~ 8Gl Z 5 ~ « ~19.2~ ~ 8~ 84(6.8 Y, ~ 4`ഀ 4' ~ d V r` R~i2~S.`~ ~S41b.tS v' ~ഀ ~ ~ ~ `1 iii^in.1 t. ~ ,?Y :ti~~:~G F"RAMED ~oG HC7USEഀ ~ rഀ "C7 ` \ e'f v ~ ~ r,ഀ ~ ~ ran ° - ,'rഀ ഀ \ഀ ~ ~ /ഀ • ~ ~,c . ~ ,~.~.r , , dS` V ' Dt ilY C... u„ O ? )*..-1C'" a :~iil IDl1SL (~OIDIi`(;i':{> ~i'i if?!~ Iഀ ` ~ ~ _ _ ~ , S~'`~ G ~ ~ ~;a_, ~,a:rw with i~ after you ,1 disc.,ഀ iO ~ i sഀ 1, , .ഀ t, G~-u E JF SUkVE`Y. 11~i81~ ~ _ ! ~ T1ഀ ; ~~VIPROVEMEI`JT ~~.;1'~T 0,1 ~,ER F)CATE, fഀ r~ഀ t '0 1~UT 3 B~U:,Kഀ T.ഀ ~iGHC~RN SUBDIVISION FIRS ~ ADDITION _ _ഀ .v~~~ QR ~`I'~I~ E,h~~_E :,~~J~~TY , _,~O~aRADaഀ ,,;~w~ഀ ~~C~;-!? t^~WF`R r`=O~Eഀ ~ 94v ~ ~ PPaTRICK A, KEY UEC 2. , 1989ഀ r . , ,ഀ k✓ 1 , ytr,,_ ~ഀ 114. .ഀ G-ഀ