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Itf-4 f I'�y a- _ — tU � U-�.�.��� --- r --#t s''L 'o: 1_ „ 'I r �xfir`i�%'i t1t 3'i,Ji v. 1 `'�� �: 1 ;J 1 ;r 71 ' I I >'� 1- I �t l - ,� �� uNF�itj � c(=r� 1 �1� = ,ter ;� Kr {�'�1 P -t rJf - - r n l `:E r` '� rte,`4 'Pi�� =�' ' tr -' i ' y c i ;� t y� ! �-; t — — I''Xs 4' �! L r _ �_�_ Ii c_,t_.._� f� f t - I r' ____ �. �t G �F. tlUpjk 6 n _ s - � . i1 �? •iU / ( � It 1� ���` �. �'� '_1 ,}+�t� �7GIVi`I '-�U� - ° -'- - `\ - �- -- ' - - - �� /�'�� 1 #0-' /_ ,r 1 1' , I ? -U / 'I } I 7 11*- __ ._-- _----.---- I a d . , ii I (� 1 �� 3__ s Z 't -- �.-- 4 I > >. . , >it '� r I I it d I ' n!I '►I il r ��i a 4 _.._ 0, --- , I { I ��� f}fir • /� 1, -In.: _-.1 i . I ..---_-- . __ _._r I I I 9� U 0!` C . Section D /N .-I . _ �._; .- .. I - 11. . T , " . . ..1. . . , - _- I I _ - - - -- - .. .. .__ . - - . . . - I � ! - __ _ . - . . It`I T� f� l' i N TU �;�t +`1 ' 11 /. yXK-41-:r't; ?-, - IUt� tlitL�� Y•j!,r f!' Y�1'i 10 I i= - // - � , P I / �; � I - - ----- _ Vf_. j�,� ,r j ,. -- - -- .1 , --- r eCNC12ETE MASOb;zr C I - '� .'-JiI31:__ i v�>�-J P 1 �'1�G. , i R � l - . "A i ') i -t --��--_-��' # < '' ,: 1 lv'- } 1 + ' s A. All contra#e design is �aaiad upon thA 'BuiidCr Cou'e RequtreM;np#s' fQr A, Atl masonry construetton stial2 eonforn with Chapter 24 of the. 158 Uniform r ,.�, ?f� - {� .�.� --- - I .. I-'/i 1 i Specification! s �a� �, _- - � Tt T 1 f M ! Reinforced Generate (ACI 318-83} and shah b,p cpnstrtrcted to eccordanc4 Bultdinq Code. All masonry block units shall conform to $ M p , �1.4''- I '-' '' r /' rl with 'Specifications for 9truciurbl Concrete fog' Bu314irgs~"(Act 301-84) and C90, Grada N ininimum f'm - 1350 Psi 1. liasonry units shall be sound, dry, . ., . �. i /J - _ '- �v �� lUt "T� - - /�' I f f 'i Chapter 26 of the 1382 Unicorn 6utlding Code. ocean br.d €rep from cracks. Masonry units shaft be stored on the SGb so I art • , that th3 are kept off the glround and protecidd from rain. Where masonry,- 0 l: >%X(: riot L vNT• - �1 I y B- All Soncrats;shall attain a minimum 28 day tampresfi\,A:.,ttrengtR of 32+0 psi: unit cutltrg is repaired aii cuts ehatt bn nsat and trod.• ; -,.• r� I - "1 d Atr rtntra[nment shall be 7%.minimum for all dxterige work. . c ' �f`-T�%`9 � i?c.-t-1�±.'�----- , +; I I' 0. Pognd cQrnent In Mortar shall Conform to A9€M Spealt,i.paticn Cl.a-, - M� _-_. ., 10 '• ,� C. All rainfdr.ing steel shall conform t 'A m Speolfieatt, A81 -11 And -;shall . Aggrs-ate in, mortar shall conform to ASTM Specification Cid.4 All Mortar" - 1 ' t e, 1 be Grade as for t5 bars and rltaller''�t+d Grsdp 6a fQr tQ b ss_and'tar er shall conform to ASTM Specification 0270, Type S. If plastic type co:�ent t1 . 11_ r . t ( i-u I { Reir,forCing stesl.shall .bp free of .10 t-1, us.t state oe any:,'coalln2s that' used the lima putty shall be omLttcd. Any mortar whicia is unused after L t-! I 'I f t reduce bonding ca atsilittes. 7 i!2 hours from Initial mixlrg tiNa stall noE ba acrid. 1 P I C�--l�'I I c u ---- - ,1 Welded wire fabric shrill conforric.{p AS SpecLfitatioflsAl.$5. - L/'��� I 0 q IN C. ltti.grouI tw, 6crtd bee%s, pilasters and vertical wall rd inforcing sF�tl (ti i I, , I ,_ aanfori+ to ASiM Specification Ce16-71 and s6ai1 be }Stated by vibrating or 1` "1 1 - - Concrete mate tats rhall conform td Iha , foltoWlnQ Ayit1 stsrtQard puddiin9. Agaregata; to grout shall conform to ASTM spectticatlon CIOJ. Me T tti r t • . . grouting of zany s-otipn of a wall hail be complete in one day with rQ . - . I� ,l seeifieatioos �' b i G� I� J t�T IC-17 A 1 _ droppings or ether foreign Matcrt4l, a ifortlSAd Cement= C150. type I Grout p t d a mor I't i , . intQrrup#ions greater than one hour. s ace mua fro of tar r`I %! Aggrs�et:ds= C3# i Irk > 1G - �` . 'Jatu .. ,item, drintcabls 0. Ail_,esinforeing bars shall conform to ASTM Specification MIS, Grade /d- - - A -f_ ,4-.- . i- „ �V Air` €ntrainin9 Admlxlure. C2 g0 . _ unljss otherutse noted on tFe plans and be free of looso rust, stale or any I I 1 ------- -- --s _ i JJ Water-reductrg Admiztture t:1�1 ctiat t g that reduce bond c p s. ti ? . n9 a abI! te. �- " n s l it ! I -) I - I. ------ - - F. All roinforc bars shall be detailed, bolst-iced. ab 4, r(ed :i+l C , : ' 0 _., F --_--__ t E. Horizontal rainforcin0 !n all masonry Walls shall be "Our-04411' O,- .1. f a / t, t; accordance r+ h the Manual of St4nld3r_d tsractite fork Oetalntnq alin 8rted truss-type reintorcitl conforrrin to AVM Specification A21 spaced at a : I f G�`Dr --- t t{�' ------ ------------- Coneretd Structure ' tACI 315-80). -- � Max, ,munyaf 16 o.e. unldss othfrui9e Hated on plans: folnts with 4u�•9-Wall r r' - �. 2 I ,hall ha at isaat twice the thicltnesi pf the wire. Our=Qilslt shall 6e - I �- a'f' ->' > G. Concrete trotdctiorl for ratnfprceira _ jitiall Wa;s fallovs• k. '. v�E. •. ttt . I I _ - i` lapped ai Ieast 4' at splices and shall contain at least ore crass :wire of _,1 t eoncrate poured.4g* t e*rtlt - 3. ._ Y �,>" ,! r ;- T Gaol- piece of reinforcement in the lapped distanCa. Frovida a hertiontal - -�"- m th Z !S r,iintarCin 6 rs at intervals n0# to Axceed 8' ?.e. and ; ;E--_ _►_ _ 4- ! rJ Concrete pouted trti ens but e`GQssd to Weal) ar` 4?`-c?p t# t bond'6ea W► 4 a l - - t I - i p ,�t y�r ; t i5 bars or Smaller �- t 1/2 e . - : a! the ecrf c04rso of ail walls. All rainfore ng to bd continuous at r1 i d �. �' '-' bl � . Bars larger tti is 2 . t:f corlfePa. t--- -- - - � - . r I ; i i Concrete not axooseil'to-weather or irr contact iitth eaP, . . 0_ 1-`. _ �" - -- _ - 2 - e. - -. Slabs and wilts - VA" F. Vertical rrtinforoinq. shall. be is D Is" 4..0. untess oth,,erwis ahotrn on the . . I r Qttsr _f lla. pla Alj re1?tical rainforcing chilli tie continuous for the. full halpht of �,-IY d shsll.l-be grouted to p1ac0 using Q raxiriui+ pf t' i tie•: �` ns 1 th a» ¢°�y� e wall / n r tnf r in shall ba 3 ein[nyet 4f. 35_ tier- i.+imater`e' uOlesi _.. \Cllf i . 2 - - -_ _i H, ..Gap splisea- i a G c 9 4. Uerti+:al ,r4lnfordt shall have a tilnlmum cigarance of; tl4' frost the flCS a[ ' otherwise shown an plprss. 'Aire° fabrio rpinfarggAent.rtus# lap ors dull Mash . i _ -- � - t C _ . rlascnrir and,ba hold Wits) clips: to Masonry top-,ar,d botCoh ant at' ~interval's 5 i ,_ i _ .1 a t1 1. > .�. , ( (- �Q I t f t 1 at stile aria _nQ laps, but not lass thAn 6 and shall bei wlydd t�xatcer<:: ;£ rit excaad[n :183 bar dlaMeters, Provide 2 to reinfarcin9 bars at the ends -� ' '<_>;"i l i i=: ry -F r't1; t. of Walls and`on each side of all-openings. I _- - --� _ , r i 1. Hake all bars contirr.ic;Us around corners or provide corner bars of equ4 $l14 ,, _ I t �. h ; H ,; �i "...i r-w11`"�+1. 1- r','z� and spacirg. Provides lwo t5 bars around all openings, a.jtcnding 24' bayor:d r3, All walls spell ba laid true, level, plumb and neatly in accordance with the' - 1 ,/ ! 1>� 1 /�/ i f- f_-.___---- } edge of cientng, plans. Intersecting masonry walls and gartitions shall°be tended by the use . y J of steel ties 0 2.4' A•e• maximum. Corners shall have a standard masonry - - - + ! !. Pravtds tonEtnuous shear trays at all cotcf lotnts and elsewhere �s shown on bond by overlapping units and shell be grouted solid. Ratnforcing in ti_ond _ ._._ _ - I 1<1, 1 drawingf. beams shall be gontinuous around cgirners. - _- .- _ - - . T ! ;,: �1'?C= I I K. r'ili ar.,hor crofts fop'column bearf,62 plates : IbAll be ptaced ,,t_tty ratting H. Fill-all voids and calls within 12 either side of all beam and dotumn 4 ;� ­ I i 1.•+ . i &r1-o r- ;' i is I 1\ rX T) , te�^piates. 6rcut her -coltii*.n base ptatss arilbran- bear'#�g ale#�;_str�.aa2 reactions wttfi great end one 44 reinforcing bar. �- � Section be a minimum p€ 3r4' of rpm stx•tnk `fie<O , -'rise-3tA ', pp o .e 4. . +-- i o,>11. I i ? 1 i s ' i ,_- I. Joint reinforcement ambedded in horizontal mortar {Din#s shall have not less d C t I f I .. f !. £ryuiPment shall be provided for h,esti the concrate materiels dnd ; than S/t;' mortar coverage from the exposed face. Ali other retnforteiiient +_ d[ 2v "!P ���JT NI✓I.J bp5r,rlt=� T U ! \ -_ -----_------_- -_.-__-- _.._ _ - ---__ - ----a.______-_-_-.- t croteettng the concrete during freeing �,• rear-Ilree;tng Weaklier, Ail ` fhal have at- itinlmui+ coverage of one bar diameter over all tears, but. noE U 3�I � .F r" f'_ � _ ti r ' , G � P . . , . r n h a h -_ s . 11 { �,,! wi}{ >r�{l 1 i_1 r --_tiVIVf- 4 4 4' ly- Pr,---V y X41 Z f I: �(c 1 =T�> r ,rateriais, farms and earth in contact with. concrete shall be free from 1!_gs` than 'J/4 eactpt Wt,ers Cxp03dd to weather o _all i which _a a t_!s �1. t- i •fr r•�=(OI-0 ,� 1 ti t,ti(� IIN O."'•_�P 1 ' n P� `a 1 1 T 11 , ,, � I .frost. ice and sncw. .:Mtnic+uM-covtraga shall be 2'. - L_ C � . V�;<il;i `J1:1-! 6Jr'-- le, L,X I�TI,a , ,r 1tk€ SIN T l- .i F� �' �E�> 1N _, rJ ��P ar- (Yf't- r't. ,; i �_0 Q10 ' i A _ t -- _ 1 1 i 2 t I % - C h� '; r t I �� q� k Le - f r e '#f- .3 1♦ 2--2X 10 f 't° - r/l�L 1 ,' r�`T.�'�!': e b V ?Aki or t ;b -tn s�ufIn . ' • ire.'_ _ �_ Q�. f 1 •�? •f ; # I2. ,: T. I i t I- �-1 . . r / _ M. All concrete shall be thoroughly -COns�liida# d y i6 p n51 v !2- .. 9 t}!1`na>tonry ph ail b4 laid up`runnlii� bpnd.wilK. dtl expased ittnti struck O r _ --- / t 1 s f h, F f r r� r I �. (F2 -9/ ! C; r: r ., t. t t or worked ro and afte reirt(arcarsent 3+td into , O -C --- = - - bf1it: '/ • :Pe-:.r •a T ,of -1 ter'.. l,- l,li-1 ,U l 12 .-N�' `(..fi' 0t rl? .,. P-71 J.N `''v _ t XYi �t •tl ,�L 312 - , sr.-lil ✓ t_ ) alacercnt, and steal be h o�4h1Y a .. /Iola. Prav><da . rake oln3s i-r►:ittl.br/ckWOtk. All d.< red Dint shaIk' a O i \ J _�_w _ v �__-_ ___-_t.___ _v_-_ w ( the eorr.era of the turns. ltoreycgrrtain will not ba acc�pta6la. t, {oolfed with a round bar to, -,1d e'b gtnse slightly concave .surface well C O r __ -_ I -- -- _ _ - _ -- . banded to trio`block at t. a.ed as, t�? 01 L CV 4 t K ' 1 \ r I , i K No masonry siatl be latQ Wher1 the,_tetkperature of the. oNtsida alt` is bels+w 40 O ^'-__.. -[ I— -_ J ; \ I {`�- - d -i -{ - sitpra3s F. unlasi tho,masonry ti heated for s.period of At least 4ti hours. - rn I I 1 t r 1 1 1 it , i t I, t - C7 \ 1 r I I ti Iii , ' I{ I . �� Ii 1 IZr 1� ,r i9 jG1 1 I� 1 !> }i2 9i I Mtlt6 . sed and built upon shall tie free from ice or snow, ;�5 ' \' ! (02 -� j V G�? � .�,{� '` rI�1,' toI `1�: / ;` t.. Ver.tiaal ontrol Din! i O O I 11 G I : a, t\ i t 1 , r 4 ! I i ; I1 Fj i 11 4 1 A n Masonry walls slap be. located with a maxtmun ! D��P ;,1 ___" _.._ -- 1 I ( f I 1 1 ► t 1 i 1 .2r i iJ : 1 I -Io•I i i I I ( I - - - - -- - -- - -- - - - -- / I hgritontal eltactn9`,of throe Eimer Ile wAt hw gat, but not to exceed Sa' a+t r r _ _ _ . , 2x 10 11 - _ _ . i rr _ __. _-- - - _-- -- _-- _ __ --. _ _-_. __ - . c" LJ : j`r� ' . center•, fhok shall occur die na r char) as in will thickness or a! o ntn fl. r pi}� L - - --. -�. _- - -- -.-- -- -- -- -- .- , --; -- - �� 1 !Q g.. k pa . ys„- • - —• \ a I i i >) 119, 3/ . . t 1 . __,. - �� 41 _ y 7h.e shall can#1st of a v ttcal . start I l . ; k I - - _ , ! I ( %r J` a - \r �., L`r. - ,2 - IJ�� y u 1 fit, ups and do,m through Cho use I i - - - \ } - -'- -- --- - -' --- u ,[ /� v of f4ItI and Nett* 4nl,ts, with the ±iottar Cerply raked and at l:a6t S01< of tf?d= �y% _ ' \ t I i \ _i l d \ 1 z / ✓�� 1.='.l1 =t�1-�/ ` r 7 r� 4 i saTP f?1rJ. - �1�'(p '�!# `� I:T, X , / our -Wall rdintorcinj cut. ; r p �., .. . . e; �, , - 9ad,to I ff >' 7,�' - I �:.,, ! I v �i I , f`��� _r _. <,-tl:t' !? �� ! t - -- -- - - --- - --- _- - - -`j - 1. 1 \ 1 I \� CSI �, . � �. T \ i ► >: 'i ;� iii, � "__ - - - --- -- -- - - - _-- ,' ., v'� f 1- [ a� _ i .\ _1_ _ _ - - - _ - - - - - }-- r\ y ,,/_ \ I (o2' !i -f -- --- -- �- i-- ,2.x 1 P IZ I it -I'Y(r'I r.?.L- - :-� ~. i -* i --------__ _�__ _ _ _-_ __ _ -___ t ��i •< 0 �l ; .rr . /. �� ,� ;/ a \ \ _I I � -t- - �t Y Y I i�'l' r Z. >fT;P f - ----- --- --- s1 . , r ! �` �° ►3�ftff���-' - �;_. ' „� ' ;��' . , - �- � -I- fi I -c•� �Ta .1.s {�'-oia� 1'%� --- ____ - - 1J�`f f�f' r»"f -=j ��I;tJ�T' `s¢'s' ��&V �- LF. -_� _ _=, I ,, ti I - I !rI I>N 'r�F tay1 t3 � t`1ia"T • - - - r . __.�__ L� �,� f _ 1 i!_- _ - - -- -- -- - --- - -- - -- - -- - -- • --I - ; 'r<i I, i 1 Y t� r 1�& i' rt �2'- i % ', G> M ���v -1 . I i - - _ --f_�- -- 11 r i = �I - --- ---- v I�� �. r5- t . �� , ,mss r y �- - - — t r - " - --- - --- ,r - _ - _—t *_------------ --- - ------------ �,�P.'> / ��>' ��i f,,- 1_ f:r 7 -- -.r- y t t� r /� 3 i t P L : J 1 IT t I i Q ,� 1 ' -- �1 1 ��1`I>:rl Tom' > t r -tsYlrt '� r -t _ T-I( /a t1 -t)I�J =1rJ i �1 JTf�,(� r I a, ,� I 1 ��T. �� •�l-I ' c '` 10 - f,, _ ` 1 r s r �1 ' r 1 r , i I - ti 1 i u�°-0 F ,s �� -- .- ..1 �,- l,2 �1 �1- s 05I+r Te F. '1''� `t fi' ;'��.� t- �_ - - �2 - I v,- I > '1 L-0 �j r_"Vr'`ri �*a �"- t I L 1 ri{ t � ,, !- > I g ,',: .. �, - f� ' - �, y r s �� I U ,t - - - - �% o --- - ,4 I - /� . � - - - --- �P-- ------- � -- - - --_--___ __w. - _ - _ �--- -�- r � � �� �. - Z;_ rt V\ �5 1. SI ;( 51 - � n �j ,K •, ,, �t 01>`X" - . n v ' . ; . .S _ �VLO_0" FRAMIN(I A FOUN"DATION_ .....�-.....a..�___. . _ _ ------- �-- ___ _ _ _ _r_ :_.r._ _ -- fi%ft. ' K;` - rw '-wT _,,P �� I '� � !4f4 ' i-4F!'1r==-Li' r: )iT1_�'LT� ->[.P-V, . j',��' � F �Tr'� LFVp�, oi1 - :�,Z '''r/ I I : Ivy � W� . NOKTN I � - # �f-1 v��+f rte -►# I'"f p.-I'l P N -5,r�;�• r` TI�� Tf 1, �:-;�K _t __ _/� -- -T- `" `` - ����'-I� �� 't!f 1 i,�J _ fit i'> ?' ' %� t'] I�?mot t:T##' 1 �' j�jti ! ✓� t� / 1;: CV O s 4-J 1 . - ,5T�,-r TI �-> ��-z,. I� 1 f v�,F = -f? Y,-f _ I ' — `4 I ��-�� . . •T -___ _ tom ' X#> ##j= Q Yi1l, /. _� 7�—, I t�i ! j f = , - I I. I. - -. ,3� yi I-- n --- - - -- -- ---- --- --- --- -- - ' [-----_ �' -- - - k --- — -- - — - _ - _ -2 # f r ! ! i-y 6 �- I �r F1.-� � --- ? 1 P I' ./-`Pl`ff, 1`)><ri It i 4 t, - }� Y¢ r`�-,-T� 12 C � X o fish i 1 / ft f- # 'P t'%G I✓' # S g / I t . --- — . . . ��ji/2 j �- - I \+ - 0 I� i ��i# t�, ` N �X f r __ -1-. I (=:1 j'fJtif 11- '1 (i�I (11 I D Tr �" ` 41 ?-.,.F,w f�.,,-,,, iI) 8 6 , t �–u n_- 1 - . ,r -r_-- 4,, 10 � . I ---, /-, - Y ,^ Q _______ __ f - r - i ---- � F -t ,,=� �_ I _Section 0 . � I � . .-- -; - a i . .---,�-_` --. it ­­ :1 I - . --. - - : ; -. _;, - �, �_ - - (� (D;#� {'I;y I I� ) EXCA4'ATIUN ROU014 CAFPENTAY - . .. .� Y t - A. Ali topsoil and oryantc n6terist sha,li be removed FriLr to 0140 leAf o:t A. Conform to P3 20 foralurber mAtePiAia grading rul¢s .Qf IMA, Am;rtei,A a C.- footings or slabs. 1"" ' ; plywood AssaeialIon foil ptyl.tood, app p�vbII*'r one dnd gtandsrds of -- -�- _ -_-- .. " °° , -41-1,' .-- _ttY `i ` the ,4atten4l Forest Products Assaciallon and tta Ariri;an tnstituta o-f z . _ t`•. t �• �,�, l �_� 221 �P # ,'�'t`tL� Fc - t (, > G"( I� � h n ^feral en lamb. M Construction and CPb'ter 25 of ttis i98Z tlnit?rn 6{►itdin .leis.. 1. S.�i�N L f d A limber C cti p ff F ( Y. L ,� t^ t , B. :All exeavaiions s .sLi be cilia . - 4 - 1!J I -TJ,f, - Ht J-� �^l), to I>I- ___ ----_ . C. Excavation shall penatirata geed hearing soil at s,�eairied on Wolfs report g. Ali Lumber shall be Oovg-Fir t2 or better. F401450r' psi treptititive use), `. - i� -� 4 -, rl "`S. [r ri r 1 drewin s. ._ t 7 3 000 s - T �, !'' J ands u� u a 4 )f. , J 0 t - r- Section . __._-_---- --- -- - -------- ---- -- 0. t;oniraEtor sr It he responsible ror ghorin extavattoti-sf raeessary.. When � 40x1- St bendin stress aA. d 1. ma-da, �__- __ f a L. Ali r#i }an:tisa!4s ,h0,}1 ccnto�n t.p Fti 2 p g . _ --- re4,.,ested, the s{tuctural Engineer utll turn-5 , as - addltiorytl ae vice from Oos9=Fir Alrbt#r. : tt e,s It,- trat..r `Pee n at tons and d tills ;- r`v t f tit an3e.duP4nseen4lostgnp�rthd a3trutsturste to minim-it e._- _. _ - __ excavation s#crlry _ mre d ttl shall pep Q id of ul up 4, e... u 1.4 , 1 ` °- ". - - a•. king due to ay4 den t�.,nidity .thangaa. ` }� eeicesslK4 Chet ! . f 1 �I ; fi. Baekfliiing of excavation shell 6e' as peg`_ 4ackftll_ing"- s.pecifid4tlki d., I t I - I - f , - - - 11. . -� r t� drainage reolrtntnts shown on strudturol drawings tnfi/cif sobs red?tip , 0 ' RQof, Endeifrtn sh,tl bs S'/3` C-C Ekt-APA 32/16 plywood.. -unle-sS. 0th r ila N -� -- -- -- ---- ----+ , . s notdd.on plat)$.11 I' ---- --- --- -- -- --- --- _ - -- - - ., -` F. Excavations.shah conform with sfamlards i.n chopter 2� of the -19 2� �P'J.fore 6uitd.tng Code. s. t+ artng ;hall aZS Ali" C�S3 INt-APA 12/1+ ply�rood, unl.ees othcrwis8' s c2 �.✓I,---- .-- floor sutltlo : # it c. Gxlo I . f __ n4tad.ort PtApi I .. . . 0 13 il_ E I , - `L x Ili' \i,> I-L1;Y`- -1 _� F i . Neil'atlrl plyw�Qd to.roof ratters end blocking with td.6 S' 'i..a. at penal - i t . SACK1:it UNq - • 15T, i ,r.4. ' 0 _IV 4•d. at: i 10redtott s4Fports. unless. 60P rwisa oGhQ , . - - on lW- tans._` Nat,t tXwoo3 to rigor ,lotst3 and bfcck.ing at#h 3cf q t's' Q z r A. o not, b,sckllli_ t►1n t basectent or eotelnj_g, wails untli strpport4N stabs . al panel; sand 0 III' o..c. st antes a�edl�t, joists, 14- es `ottierwis- -_ Q e4., >; e and adJa4ent lies` frat+tng .~ar6 _in pTaFe a shill f�u►mflgr?ary sflolnq t shc�+n on ih,Y,Rlans. : i r. t t led. . • - _ . s a- r# r e = ': 6.q- All r,t's sheli conform to_tre staindards-qt the:,frus* Joist Inatit4t0 tgr 6f! fin irks tace;btforst G4rcrat4 In Wail/ has C;r d.: an rs s tee► E�Z 1�q Z0� st. Installdttar► shall qe s ar the B, In no _ase shill,,ba€ i g p. - .- 1, - Z3.. 33, d 4 ; _. - ,,, P - a p sec#��►n �r for 2:3 days 40t43i Walls are btattd by ka-"kat ,qfi jnt,de.signed by"tFe narufactclit,'! sgst-tii�ations. -, Sirt lural Engtneer. - \ f _ lumber slandar4 sF.-a t t3 Anert<an.` SQttuopd i��r�her .5,tandc PS. 2d ti%,t. C. !i area r tslnin °w its ma -be b,tkrtllad a{.teE _suvicg roe' ° a 23 day ant or t`onra`re I 46 nr15 rtotst' a tit tifie of dr,Sit Cant -ev _. a . ,s Y Epartp a p. . s. .., ur . "g . , perigd:witheut she support or 4horin�: - . 1. lnitallatIon shall- comply �tth the "hCanuaI of Houii Framtn�' by the D. F�sotir s and foundat on walls $t"411 bar >;asicfttldd t0 depth s4scifte0 -bY Nat titral Forest Products, 1%3(te10lioA, includlo railing, firesiopping, , J � � 4 t- SF . 4\ V1;r 1=i✓ r - t#6 ,SO1}# Engin4u' +x t#ft local > !lt,}din Gvfs¢i tQ- pralggt igdtnSt frogt anchorage, franir:g ar.d.bractng. >>L .'` N��S r (�1 �. nea�a prior to ire=wlr;tar treel[n oi_ xh4, soft, , ,. � - .. , r J. 31e;ss Aly sod sat tftip to tl?of - 3otsEs -end A ),.'wQa� sh93thir:g to ehtdr -,, _ . waill% ;wing` s hes)rs astnf,Ati±4 wtt.h Ai-A Si rciflc¢tior RF$-4i tQtdo-dj .--M -"- - � _, . I. Si ndaicf 140. drs-19). .-. - ;f, ; EF2>=CtIOM 6 6RPCIN¢ REQt11RE�tF.htth 0 h . , _ -" .-,_- s K A11_Connector tardWar3 is to be. airnifadtured ?y Etal sla�tisan topny, ifs x- <.- ,: r f rawin s ar6 tnt tided to iilugtrate the ltAisitd sfrt;ctttre with ;. m - 6 0:3 e u 1. A. St �2 are# g e 531 .r Cp pan,. v pG+r 4 _4 e _ '_ t- . all el:risnt-; in thmir rinat palstttnns,, Propsrl>� s�pgcriad and nratad, iris , i - n. t , to ras stblb roc rq�adin tern Crary shagln9 a d la elal , _ n" r n si s ref ors or _�is.ts at tir:e% no! to �\ x_\ - I contractor is Dort p 4_.. P, t,. Orov�,e sgltd=btot l _9 o U4. sa _t tea t ,, 1. - �\'./ g of franin durjn - X ` r\ bracing g g .cnstrusltis.t! l4 achieve the.. strueturft. e,Ycsed 3 feel meslmvuq �0 clrg - x ? .'� -- r r r n tr: �tt1 furnish as an adstitione} -- B. When rtQuested, the ,3t �.tti at q Oaf _ fi. Eiatxtmu»:raii-ini3 $ di1 Fonfornc to the fdlt;iAir9 riii3ltig sCh'edut.a - ' �� - service, let^ orery sh rieg and br"' ' i~esortnendat ions end dataI Ia- -. _ ____-_ _ P. 1. Joint tam#.tt. or ytirder, tcegbit .. ..,,. ,3°2d r -.� - _ /------�- Z. Bridling: IQ joist, i?sfi41t each`end .. .... T�3d -` 3: 1 x6'. sflb ,0a #i- or legs to eac.tt iptst,'•face rat/:. �3.i , ,� -� 4 1 . . ;J / 4. Jule` then t"-s' tuGfloor to eai; joist, rate Wall. 8d - __- ._ / S. 1° iubrtoor to foist or girder' bilnd end faen nail ., .. Z-t8d �m`-�`- S. Sole.Fiats tit jg. ..t �.F bj3cltir9 face nail.. }6d•d lEi•o.y It— `- , 1. Top, p!�t to t4 stud, etld rail .. . .,. 4-1B 5-.�fl`-0- - Q - � ,t.,----0.7 ,� - - -, ", -- -- r , i a. 3tu�3 1$. sole plot, e. toenatt vats 4 9d or tr..c#nail ,f#h Z*15d 3. Ooutiled s1t��,is, face rani, .:. , :, i6d dF_ 11.0 a. z ------.----------- - 1 @, Oou>lled tell fltrlttl. fsca nail.. .......ISd i`16'0 'c . , -- --- ✓ I0-- - - - - it. tc plates 1a and inner facQ Wall •1.6d brio- - _ f Io tl': ConE;trnious hteder, {io pttcdi.. .:, .i6d t!�19` o"si.•aloe, ea*t*adQe .I Imo, . / p •'ry v I - -- . z t � ­ , �-4 �.. _ - _ __-- _ -- :.1 ,11:1 .-- _ - 1• „ �.Qlllti ,1Q13t {O J��ate, .toef'>1�. '....: ....,,s a .:i:.a. - e 8d - - �_� COT l� i!. CoAt iuc'v# h aid00i to stud, toscsli... .••.- .,`.., .3-8d n.A•a/ fp 1'S; faille¢ joLst;, Jleps spat`;Dtj#'t>Itt9naF•tace'.1Sa#1:..... ..3-id A i� I _ _1 2tty ' p ! I' lti=_ rQ,tling SQlsts 3a parttllai ratters,-.ta.ca ns,iL .:.. ..• �l6 %-a ( ti <- ,- AXIS i r 2x Ulm l}arm . ia, itaiftsr+ to fl1*14, tccnatt. ,,•; ........................' .. 3=.8 - t fi ]�- - -),>�-. , f�1'Uf -5T9�1Ttir� f .. - i I- . i' /taco t- each s-tucf aA. ptatei fate rail..: ... .. Z-34 µ { ,e___-�_}--- ` ,�- >.r I) . 14. 1 x8':`sheatA ixl or los!-to each h4ilrin , acat halt: Z-84 9 _ - -' M �•ir�.� >r-tiT#� 2A_ ,.tder thin,_I'x>i'_ sheattltng, lace `mail ebc:h oeerin3,,....,. .a� .;3-$d - ° sir ,f3 _?zl''q_Iv A'A.'. _ t 1. Bunt=up corner ittads. .,.,. i6d. 24f'o,+t , x ' r 1YPI�r 72. quit -yA gtrdEr# arct ifeams ,: 2dd`A 3a'o a.at•toys'and totloi+ s y i t -_ - - .I� t k e:nd !`tigerad,Z tad at anal and 3t esch sAtECe; +� -------i --- -tie--- ir- - - -- -•-�-- 23 d . Al3nks....,..4.: ., .s•. ,.. .2 1QQ It eaC,#i_be$rlrg 3x ifJ �o Sae plants (er any adQllional�ahe,thing 4,14 decking nei_}ifig nptes. u2io rt'F't�AL - _ - -----_ —_ - 14219-3 Vii♦ rN x N:: Att neadert shall Std' 2-2xt2_for Zxi wiAII t srd 3-2)({Z tor- Zr6 bll-. .:unias_i - r —I TYtL.� . . �,,,,,,. other�llse �#iOW On it of plans. All. tiaader,s ahait 6..et SuFp7 t¢d h-4 era {rtnMar Z, I � ����t� _ - -- -------- --I U�S�rJ-F• `�-'� xlO -J ddch side µmoss athaewisa shoywn on'plans, - O - r Y ' 1 �F ? c� -I(��'f ---- I - j t]: All,extFcior ��ii and ai_n c ass st.sjd partltlois shell bo brace:d at e•aolt - "Z,- , 1 ti -; -- -I ,fi or0 and al 4ASA are€t 25 feet ofA earth`by nonirst 1'x4'- lat'im bracifiq, c +- L�� y units;` spectri� "?" *�i,?0 is' tndlcat.ed,on_ the ptaAs. �? /d\ - -, ... - ---;r- D--- -r��---- - ---- - -/ _ 0. Al i-b•aitt-'�R 91fo.'.0, 'seam lens '"4dCfs. stall is 0jt4ed�_wt{h. ao'�eSjvs C:� \� L X . . I��- Y- / ?r=" t" - - - ` - - conf,rming to APty Sptsilftestlon AF6..01 and nailed=as oar'nalllln4 schedulq ' t� __-- - -- G-7-f _ _ {� / . �II''I, r. - L K i,) .=`2-1 z-f- l='`[. - '',✓L,1 "4 I� ____ - - �#: A11 rudsilTs and w. d 4Sad nGaPaf then s' to tt a earth shag a `sill rat n4 a 0 . I t i �� d 4r I�'r t rgad'ry-9d or Pr'vk,!?�F/¢ i, aregr.s_ted sith,ai aSproVa_ Rres.ec,ettlQ as s;,e^!f[ 4 __ ___ ----- ------- �' x 1 �'t3, a8 �� t -- — d o 0 I [>" -!�- -_- _ -_.__ - �3 rr�. F e7G ;F - - - --- i3U� Io X tit U.1.1s. . 14rdsra too.: is. !-; _ Z3 vi i� t�11 Z>t I� r.'2isT-2' -'_� _ i1-' ��'r�l ii IJ21O T�f t .? !. f ) 1 t7 �_ i _ _. _ ,, -__-_ - J t __� 3 A l n. : A n n n w]t / . A e Q) 0! L._.(V _ -__ -�,, __ _ . R`.• Silt plite,s shalt -be bolted to fou aaiios+s wi a m_t 1 1 1 t iia st_r - - -- — .tea_ - �. _, r �" ! _-�- - '. p r Id - - anchor tiofts`seated a!"4' o.t• ar.d e+4 edddd'1 lots 41a'kcdt3'.: : theca enatl. _ O O / X r r t= j' is"t /*1 - - tss a �tintr+upx arm tea b tls per 9ttce atlh Care bolt to;atsd 4ithtcs 12 of last t : I I � t' --- -- __ -- ------- --- -- - - ---- -- -. ;. -- - ---- -- -- -- } { \ GENERAL N4tE$ d 6 - U ,q -_.�. R-14:1-10-t �� TY aN,r' i r ,Zxlo,- 4 I 2r ((i � ' v - -- r J 1YI't`r�►, I � - er,d •q r, eos�, place.;' act p _c7 RI k j� �1 r 1 . �( - l I I) I Q % / this strust4rd has been deslgned .to m¢et tha: requifartnts of )t's. 1995 ' Q p . / i q 15# t I � -,\ •/ S. '14Qd etude naY pat it4t tut i�r nAtgt?pd {o b depth €sceedte g 25t or Chair _. . S1 " U 9j c 3 y ? . i I -- — �'� x Uniform $1j1Qirg Cole with ar•andronts as adapted by the sown of V¢i}. - . ¢ yC #'r -__ ._ __N-%,-" i •✓ t C� U px: t to Ge rtnent. i r width. Wood JaC3t :or rafttrs:rhey 6e pc,ettatt-d with a to a na far-er than_I- r - { 1 I n .. $ui d a3 r I �/ i A / is diarett+ fo€sled e4 epproclr+ataly htc#-3tpth ansi nidppn �f its rt!^h:f',.z, f _ - A 4 4 { t I a - -•- of a atW an various elenents ,zf flea Workln dr91Ain s Any davi ati„n ►r9rf This spZCidicalicn Musa bs;appro�ad by f'a strvttur3l .11 f ! { I { { I t A1- omiS-sL,- 40 list 6. - p £�n inaec . - (!t x 1 . F,_ ", cG Y f I _ 31 a � a+id/or specifications shall be brought to. the attanticn of the Urt,tturat _ g Ci z .-- - - _ _. --- I _, - ,-- Bnglr)edr tyefcre pr- -4dirg with Any work so /nvdived. the general- i -i F TY 16?t,L 3 f x 10 V t97e 1 0 ?t I 1. Minimum .ird.r-flooe ele_�r-644 between earth and wood framing shall be 19' to J� V r a r I r� . \ centraetor shalt verify All dic�tr'lfans and canditian3 at the jib,4 and NN J * x I9 2 r';i 'LY I� 'Q r 2 p.• 7t 412', +t n�/ M `fear oisls dnd t2' _Wftoor irdoes a.nd- ledgers, ' ' _ ----- -,�---- i �` f i \� !,1 (} shall be' re,sponsiole fpr coordtnitton of ail waft qnd= ,materials tn_ildin S 4 . :' ti t- # �2i � - ---- t �c +� thole Tutn#sh_dd.by sutscontraotors. -- i 1, 11: 9{uds in eKtarlc wall`_aid inlet I.or Gearing ,W Whi;h :,1Q1} Pt ono fL00f ' - - - -- ------ ---- -- ...,..,-- - - - .. il„L 0 -Y(j. '- -t ! y -r- _ f 's. a" -4whiCA lUpoort two floors 3r4s-., x3 I -- ---_ - _ -- -- - �) � '--- - � t / . `ti lime tga4a ;vied im je.4ignt - -,. and ,3 roof al+alt; not Lee 1Cis.ti,gn d;cl Cam '7•.1j, i#.”" x _ �O ` .: + 1s = r-jar shall not bs lgss than 2x3's to:-the; 1ioEt:a ai the ,lcrrer rider lo,islt I 1 r x s `t- � � � � : . A. Roar - a0 per `- \)r- , --- ---- t ---- --- � k__��' arsd 2K4's soy' try two y�er:wait.,._ (211 studs in sxtAric[ uslis end idterIQr�>'?t fi I - --� - ,4_ --__-- - �• Hind y -_ - - . d1 Y3 - _ - - x f f sf _ hlas wi . less, thaA -0 tat s$ A . . bearing_walls slat/ bat D}actd al LS'o e', , a otherwise Gn plar;-I ,r, . tt1' _ .- 1 l Fes+ i _ r .. h _ _ _ - _ a d, , ,,'r. ,a reel - 3 I+s! . 1j ,.. ��. ,floor joists .A 40.bit 4�1¢letf under ail_,psr,aJJ0l rail cartittoi s, - T%x - -• ]L C F-tco s - iS /tat and Ugil po�ni point L_sd, orelr.2:.,5 s,i,ara I_ I - - - t). EartfiquA'<¢ Eons 1 t#1;B.C:3 'r r t sail of «0a sr ,_rid = h!a l!^urt het�}hls f9r. 'frat^sd wails ghatl be Li' for zt4 ;,ails ard. i6' f r r'S 1 F:fir dett,{n dest;n gaged upor} assw.ed C.s yi .g ep. . Y we 11 - ­ . am`.a,stvmtd_tatssal pr-es",.r 45 p0f. Thgse, 43 'AM arC tp .ek terificii , i __1 h O - ,Jf-r, / �}1i� c;-rUFz�L =�JI~ L,- t `tr. + at the lira` of a;itavatiap: A r,inx,m4A •if four - y .r by a r.gistef.d ear is _rg gar - r' r i , o 'ed ar.and all fo' nCatio wail.,.. K. .Ijim}er.stprfs for trening'thatl t#e bf. per arghiltct•;.ral dravlr x, tr �(- ,� r^�iZ F� � IA l4T"(I,� �GVl' r Pt--Ir PST/`I1--S>. f-�1; 4t •treat proiacti�r� sh ll be a�:? t„ -. � t-- F:otingt_sholl bear cn natural urdistvf£ed :soi- . _ . . t. Alt; >ilGrsltams shell onforn"tb-tht 3tan4ards or_ tt4 iris joist institute for _ �. - . ;, - n r �r r? �¢ cnta ed d±.r1�i trot Se?oLit:ion shoe ir3 9 1/2', it •f/B". 14".: 1.9', arc ill' dio0s; 6=Z,00a,t0d psi. E t Tf tt Str.i. yeas E• 4i.•e, _ s all W .4 Ft 4 V - . q t e tunic t:o cn3^eat the ::gistird,itrutituta ;ricr to rl-. lest : - - liI c±► - ha .lip { Tr r .,, ��FRAMING r hat- t}a' a:visit , cer.Iit_i,ra Aria - Z. Alt: olulmki and.(icrol-a:+ty 3xposel to ex{trisr* :.ondltions r,tqutf6 pa,rrarent. Z - -- -- any sctc rsl_ eienents to e,ifr t -. _n!►sten .with ir• .1ssu^pficrs uqa t. in de.si fn. Fresar,rativ3 tra$,!tent'_Tri sctQr'arct iif#s A.'#.R,A: stsn:ard3 t ani ;Z` . . I .. - -I'll ., *_: ... _..,._ - . �., , �7� � . . . ,�__e---- - _._-.y - - .�.___..��.____ __—_ � y., q. �'i -. k %I H01�1`1,4 " 0 air 1� . I it� 1� . - S2 1 r e @>- I. I . . I . o of MW � c 1:\ > -A V /. - J , CON,UOM/N/UM MA F'O/c' TO a�'L. L. WffR- COAIDOA41AHUA115 A FAAF " O/� TRACT A , SLOClK S -- VA/,L V/L LAGC )�/A:75T /9/L 1A1C F TOW/NI Ole VAIL, CAGLC COI., AMr;, CCX0A=AZ;?0 i s-_.. ` OF Know ail; b q*sa rests that the _ e�ai � � s�i� crwner ire /s•s2�� 1z� F�ANTERS c-� S 79°1700~W p yy fee..,. l� of all .that. ra proper desarifed as f4 1 � 7.50, part of Tract A, Mock D, fail, Vfllamf drat if! x � su ivisia •ta S l0°43'40"E • p 6 recorded in the offieesof.the Eel �aiu ty, Colorado, cterk M Recorder, which NORTHWEST sae. !0 43 Ud W i Oescribed as fok icy s Ti?AC7- A, BLOCK 3-B 0 O 3 O 22.00 Cm�nc . at therthwes Corner of Said 'rack At Pow_r O� ,3 3o a u QEC'//V/V/LAG. a• C�! _ _. (hence �toxth�°1$'�" 4, ,along the I t(h 1 of said �� 0ct As 111.41 feett thence South 85°.1�'S2" 9, 126.64 feet, ` v� c e thence North 79117'x" E 63.41 feet; thence SOVO 144.31w, . O _ _ /.54 feet, to the True Point oil o, 3 �3eg ,utin t thence contUw-' c e• o ,. alaV8 th4; afoeesai.d course, �97 feet to a pofn cx1 the �' N f0 43 00 W South lino of said Tract At thet ee r 79917100 Land N u o o�7 1p�D IM 12. 71 ' at said South: l nb 39-50 feet'to a poiint of Cut"t_ N S 0p thence along said South Brie and alb era to the 2 irf t having a radius of 6?24=19 _feet, a contral, angle of �.a r. Q24 '54" an are- d� stanc al= 24. N7E� o S 79 f7 0o W .1 feet, thence North I kA S� Pt-A 10043't}4" %, 6.1.6'feett theme south 74°17'00 - .4 feet . 4-GYJ thence North 10°43'44" 140 47-1 feet] .thence .South . _ 7, 79'17'44" 1', 24 ,feett��thot ce *rth 1443`40" W, 22.0 feet, : theks Muth 79 WOW W, 41.0-0,.feet to the paint Qf rn �.c.e. uni/T-c-z beg# �ixig. Said parcel Mains 0.1 ecre5►, more o Tess: T � dose- hereby certify "Corgi - - - . tT 9 y � for Bell xQ*V. Condominiums" is. filed in s:,unction with the '`Land xtiu .) Zaratign Q Bell. cx r •, keel { Executed this day of , A. , Q aCiC 't 13e11 T6W6°h'` AM00A i Lt d-t= _ Lim tecl Pa c lB shfp < 3.9 1344 - :• , )=OUR ST011ey WGojo f�C..00`�. 1S2Q1 U/V/TS C/, Co, 03, Of, 02, 03, 04, OS, Oho, 0711 R f, R21 Fc'3, R4 CIA* _wUlD . state of s3• County of ) "Lhq foregoing nstnumit was acku.wledged before me.this : day FOR PLANT�K STA/RWAY of A.D. , by Clark S. Willin ut eeac. Z 0/ME1�15/01VS, SeE SLAT. Z a�3. ' "N[ G E$ 'Ct;. 71/Y •ra' A5�5�3C?1AT��3 TO,y (}� an OkWum3 limited partnership. - a t, kV cotwiission expires;_ 8 w Witness my hand and seal. N 3-2 i{ , 00'40 e5r4 'aURVL''YOR`',i GERTIFYCAZE ro { ,6 = - 48 a• CANT E� N R = GOO. 7-'9 L = 29. s1 ' I, John E. Stork, a Land su�rveyor��licensed under the laws of the State r� 5 C/-/=A/CO°38"07"E of Colorado, do hereby certify that this Gon�l nium Map fox Bell Tntae�C Cotido- v miniums1' was .node by me and under Tiny superviatoo and that such miap accurately . �, LATER °j depicts the location Of acid the horizodtal and vertical: rVasuir its of the a �c•e• N 79°f7'Od"E cuaipIeted cQndcxniniun wits. rg-� 39• �� . Date (40' ) Colorado L. 3. 16844 D� t K" ss IU$ "Cr_vkmir ittu Map for 13e21 Tvwe COncbni_niu_ms i be am the sue, is hereby approved.. Vail Plawirg and khvirqVMtal, Conmission Date BY �Q F%Poti T ? i 1 EGG Be`LG. TOWER ��"4Q ' �.?.�'iK : N P�' '� S LIFZCT�., carva�n->i,vnJr+�s NOTES This map filed for record on the day of , =�\ /. 0EAF�/LAGS ,�AS��C7 ON RCU A. D. at u clock ands cIy recur er ecept " CALL F1400A4 VAJL V/C.L_AG E /°/RST Nu. in s at page �_ • S � oR �R� Ic/L//VG /c/NAL F�L.4T. �-•--_•_._ __•._�.�_..__ 2. ELEV•4T 101VS 43,454ffZ:D� U^/ U/°/°e,4j�f Lw 4 AC�L4ff VALL 45Y SAN. �D/S7R/C7- Cl e rk and r er VA/L SCW�'R AS - BUR-71S. Eagle minty, Cuiorado 3. QATE OF SC//c'V�Y OCT0,8��i2, /981. By • _-Mpvty _- -- _- 4. G.C. 4ff. -GE/VffRAL. COMMON EL EWff"T s V/C//V/TY MA/° ' ti • is / O . VAi_[..�Y ENG/NCEji��n G 0 SUx'VefYfNC-' iNc., /400 S. 1 i' .0 r..4��• Ito. wcf5T V.4/Z-, C<X-0. v"SET' x • _ r.--. t N X a U 'd a ! 2 � • r ! [ ; } , � -- m--- —..-.._..___._:.r_<_.,r_i-_r_.-._�-�-_..i.e._•N---2—.._rt-.-..},- ..per_.._.._.__..-i / -:_a _ _�_ _ _____ - r _- - - _- _-Fig .. r %�/y�Iy({f p.,.r-ter._. - .- § t 2 _, - ' -� �• �1-��(��,(/1��{ I 1 } t , 1 - _ _ 1 xv - } t 1 jot 14 < t" t- r _ 1 t _ j Y14, � -�ii, 'ij�'ril�/ �'`: ' i� y 1/_�i l�lrsY�j'� � '•� �� ��`a• ( to 41 oo f � 41. , s kia I I I A F S Fill , } - - - - .. - - �• of�� • _'�../ /�� fir.- _ T.r f` WN'T wt pT 6p, Alt Jy� 7� lil Qi� ............ ir MA K 0 �L'44 2. It 3,,�,J,%gP"Ij 7: a or '71 �o -IV, 1W Fil s "0" Nt W rA . .................. OR jj it. 1.c 2 r Tj I )2 C X t AF AV;`2 1717 .. ........ ................. .................... X E ­%V 108 q, t'.;, ot IN, 41 i 7i, L JF ,ME 7­ 9 d 1_�I .x 2' 4 j r'� -7 i i 4 M, q TIN 9-5- A 1.1 ��'A 1, Ft.. Cel On,; OR, 4 v., 0. P., Y, -0 0 M111J711,41* i,", ITT n"I �A �Avil_ 4 xll,�.,�',,i:�`41�2 1: W .'R", "A' ;564 w,f 1", .01 1 4ZVn� b N' N f ' E fial, A. m W 61M. "4,;,0 $ �11.1- 4 �`,gmll;i411;.1T:,1.,l- '4w r "A 41". 4T Ar P, '­V MOO % k OgN, ............ On S ?Z'MIT 6., "W 4 1A ,"144 0(,f! N i 411"e T vglz�i 21 , 5 I 4vi ;.4k — J� IM M&'31 41 K I. A, 71 4.TA WON, �7', k, a R6 u _ • I i I a . y1 s 6� 1 IA IN a f I �I II I �I r I I I i - COA100MIMUM /VIAF' lFO BffL L TO W COAIDOA111AHUA118 A /PART 'O/` Ti;�AC T A ) SL OCK ViA/L VILLAGE �/AST //L./NC j - TOWN OP VA/L, CAGLE COUAIT�; COLORA,oO r~ .i.': "ti .}... ; ,...j»., ti .......... ( '7G IFIGUE Of r14rWR�S J P N Knv,r all I:�en b these prese-zits that the i-Indersi 1cd, beir sole cx,V:er in ses°/s's2" L.C.E. -(.W/T C-1 1-ce• :ihirple� of all that real property dc-scribed as folk-Ars' : 'tt.a5 � rz6.�•4• F�ANTERS S 79 /7 GAO W y 1 Bi $ � 41.00' 8 S 10°43'00"E p 6 A V• t �~ , j��.trt of Tract A, Black 5-B, ail Village, First Filing, a subdivisic.Ki CPO; ?_so' �° 6.0, °� o rcc•orded in the office of the l?agle C(Aalty, G)lorado, Clerk and Re�cor�:er, 1riAiich NORTHWEST C0.2. 6 Al f0 43'(:-)0"11V is described as follows: TRACT A, OLOC�C 5-0 p � O O3 4.O zZ aO 030• a.o' (: awncitlg at the tiortlydest Corner.of said Tract A, A�/NT of 3 ! f-.ence North 66°18'00" E, alotlg the 'k)rth line of said HEG//V/V/NG 0• s�O 3 E vh!lr C- q o, z';act A, 111 .45 feet; H=ence South 85'15'52" E, 126.64 feet; �' Po,TIO L e thence North 79'17'00" E 63.41 feet; therc:e South 10'143'00'.' 2' E, 7.50 feet, to the 'Prue Point of Begituling; thence cont inu- 37. it along, the aforesaid course 97 feet to a �- �.c E• "43 S � point on the r Al /O 4,� 00 W South line of said Tract A; thence North 79'17'00" E enld W /2. 7/ alorg said South line 39.50 feet to a point of curve; thence along said South line and along a curve to the Oo 24" right having a radius of 622.19 feet, a central an f. angle o �•4 a . .. 02'42'54" an arc distance of 29.51 feet; thence North P�,i.ITER S 79 f7 00 W 10 043'00" W, 63.0 feet; thence South 79'17'00" W, 4 feet IN � thence North 10'43'00" W, 12.71 feet; thence South ' 79'17'00" W, 24 feet; thence North 10'43'00" W, 22.0 feet; • -� thence South 79'17'00" W, 41.00 feet, to the point of rn 1 r 7 L.C.E. UN 17'C-0 begitmirg. Said parcel contains 0. 14 acres, wre or less. does hereby certify that this "Widuniniun :gap for Bell Tower Condcxni.niuuris" is filed in con unction with the "Ceni(kxiAni1m Declaration for Bell T(Aer '+. :�i. ClnldomitllL[Ils." W. 711 A P-xecuted this -- day of -----__ _ A.U. _ to (krt:er: Bell Tcxaer associates, Ltd.----- : an Oklahotm Limited Partnership tt 1300 Bryan Tower 1:....`i t... :._•f i....!.....r`*.• 3 N Dallas, 'Lc:�as T 5201 _ f DOUR STORY WG0,O �L OCR. 3' U/�//TS C1.) CZ, C3, O/, By 04, OS, O4o, 07, / 1, )I R3, r24. 0 Clark S. Will ing kin, �7G=N+'ERAL F�ARr'NE.� OF' �E'LL TvWE.� 1�SSC?CIATL-S LTp. - "i State of (:c�Lirtt y tl L.C.Q. UrV1T G-Z lt:e foregoing instnmlent was acknowledged before r.?e this c1aY woe PLAIVTEie � STAIRWAY cif A.D. b (:lark S. ;,iillit�Y,hzffn as GE�reeAC_ 01ME1`1510N5, SeE SHT_ 0 a� y /n.4"rNe 2 OF f3E�� T wER �SSOC/,A TES L>p. (� im Okla* rx ra lilzuted partnership. My ccu nissicxn expires: Z4 Witless nzy hand and seal. ----V-------- --- 'Notary i'ublic- Q N 3.2• /{ ' tv �.0 6 =00'40 '54- SLRVE'YOK'S (11MFICNIE 48 PLPN TES R = 620. 7f5)' p G. L = 29. Sf ' I, Jo11t1 E. Stetmark, a Land Surveyor li.ctnsed Lanier the laws of the State r� g CAI= /V 80°38'27"E of Colorado, do hereby certify that this "Condc.mi tliun ?gap for Bell Tower Condo- 0<_3- 1-5 1I UIRI L5' was .!bide by me paid talder my supervision and that such irup accurately s �,NTER °j depicts the location of and the /horizontal atld ,vertical ineasuresnents of the O P G.G•e Al 79 X1!'00"E c(t hleted condc_sninitm units. - z5 y 39. SO' • ante l --- --------------------- -- in (40, Colorado L. S. 16844 Pmwx (muSsioN axr f l(�1'E I'his t-iidccdniun :bhp for Bell '1'vaer Cordotninitmhs , be ,old the sinly, is hereby approved. Vail Mmuifi,,g and Envirumental C-r.mission Date----------------- ---- By -- --------- -------- ------ -_---_ (,31a i 1hthCII1 _ 70 ?' >p O 5' f0' 20' 30' CIEI K AND REUOIlI R'S aRnMAIE �� Towne �o ivorES CUB/GLOM/NlIJMS '111is mp filed for record un the day Yf 1. CEAfZ//VGS ,aASE,O ON A. D. at _ _ o'clock :i, aix�is cluiy rE'corTeciiuzder KecepticKi 13~' CALL VA/L- V/LLAG4ff iII`//SSTNo. ------ ---- in 1�oolc a t Page Qj - ----_`_ c2eE F/L/A/G /I 1AL /PL T.A ----------- ------ --- GORE ��-� ti- �' "' p 2. CL EVATIOA S A54SEL7 G>/ U/°/°E!Z �` C erk ztr:c�Recorurer GoRe EAGLE V.4LL�Y S.4lV. O/STi�ICT SEWEiAI AS - BUALTS.• Eagle Cc4tahty, Colorado VA/L -- --- -- 4. G.C. E. -GCAAff, AC_ COMMON ELEMIJVT V/C//V/TY MAID 5. L.C.F. -L/M/TE�O CC.wIMGYI/ ELCME/V?. .f 116 EAGL_E VA Lr LEY EA�/G/N�ER//SIG �` SUIPVEYIWC-7 /NC., /000 S. /`ROIV 7A- 6 E /�O• WEST, VA IL COLD. r O/� A ,e COA DOMIM/UM MA)cP FOB' OUTL/NE <:7� BELL TOWffR CO1\1DOM11V1UM6 U"17- BELOW -- -- t.0 (ryP) 0 L.C.E. U/V/T R-l- ao r: 6.s' IN 22.4' 9.G, /°L AA/TEii2 C3.C.E STA/R L.C. E. STA/.2 N o�sr�Ay win,,00w UN/T Ae-1 c.C.E. UI117-C-2 5.8' N 3.3' 3.1 g'(ryP-) Lb' M 4.rv' 4.8N / //./' I 3.<,, ZO.7' 4i nj 4.9 `t a. N r UN l N 00 3 p Q 4.3' STA/12 N N C-3 C.E. - UNIT C-0 r go �9 UAI/7- 6 4.9 11.2' U L.C. E. U"/T C- too S' Q 2.3 � i o •� v j N 1 ._1 .� a� - ro 10 ls. 1' m.o' a UN T� UN 1T `b 3-d n �_ /Q,-7' cfj N 3.9 .N 4' N �I nj • Z4 k9 30 0 G•C.E- 0 /2. /' Oi 4.4' U CF G.C.E. UN/T C-Z 2.4• L/n/E C�= F40G%Ae ABOVE U ti Q 0 O N J9.2' 1 /5.O' 4.$' iv a�i h 48.2' 7.4' 15.c9' 4.J " 44.z ' 4.5' 4•�' 7.4 to UN/7-/ 6, L.C.E -U/V/T /e->' .0 011;1E/V TO 44.2' U"I-r A361-Ow N P' N N UN/T R-1 6ELOW 6 OKGti°S 3.2' � 4. UN/T C-3 El-EVA ro,e UN/T 4.9' ,G.2' O_ ELEVnTO/� I°LANTER ' sayQ B-2' G.C.E. � G.C.E. � 0 PLA/VTEfZ Q/sc5--,% 0), ►: G.C. E. Tip-1/f�D PLG0if UN T N BELOW °0 011we^j TO UN/7- - A Q z/.7' A !JN/T /;e /Z4' � � - N v 1.0' IV f.4' Nly ti OUTL/NE a� 30 9, UN/T BELOW N y r UN/T 03 �LGY�rP a COL UM/�/ �cwo,-n f./' ,� M '� 8' N G.C.E. I STAR N • G.C.E. - � 23.3' N .6.(7YP.) •p' _I /,c/ O'- f8.I L� V (.f(. _ UN/T ,� •0 r UN/T /Z _ . UN/TS OZ�Q1 r O2 w 5.1'� S•8' �4 f0 �1 1 N N > ��� UN/ T C - f UN/T ` J00 w 00 V � H4.O U/V/T n <<).a' 4 O' 0 °'4 U/V/T Of - - f.0'(rYP UNI T .� J Q w) -4•- �• 8' Q1 MECH � N ,POOH 8.z' L-C-E- UNIT-C-1 STA/R Q 20.7' /O.g', '. ,DECK-L.C. E. [�/�'/TS of OZ, L� .O' h;�� ELEVATO/2 G.C.E. A �5 LoWE/;�f L ffvEfL. sEcoivo fLCOh;�7 = /O Sl 'L r or .� CONDOMIMUM MA I-0=0 170 5 EL L TOWffl� COAIDOA1 \11UA4 ......................... .............. UN �o R-f I 9, UN/T R-1 � ' h EL. 8193.7 . � q UN/T A A UN/T R-! �� �; 10 r r UN/T /2-1 GiECK-L.C.E- Ec . Sras.o UN/7- .2-1 EL. 8185.0 DECK- L.C.E. 1-/"/Ts O f OZ, - UN/T lJN/T UN/T UN/T UN/T uDiEv C/K T-o L/.C.E. h z 8UN/T OJ r r' UN/T Oho 03,04, Os,OkS,07 07 G� OS 03 EG. B/75.Z EG.. 8175 2 • COL[JMN -G.C.E. HALL. - C.C_E. UN/TS ea, Of,00 03 04 OS Olo 07 L.C.E_ U/V/T C-2 � UN/T C-2 ro � � � � n a.a' UN/T C-Z ro UNIT alrv4.1 N i°AT10- L.C. E. UNIT C-/ Email I� I __` i UN/T C->" PLANT.E�2 - C..C.EUA11T C-1 �iI_�IIi- I�It— 01- af52.�o EC.. 8152.46 SECT/ON 0 . 0 SECT/ON 0 •�D UN l T g0 .9' �EG.$198.1 IQ EC.. $193.7 UN/T op 11�- UN/T n N UN/T --- --- ,OECK-L.C.E. m iP-1 IV /C .C _UN/T 2-/ w U/V/ T op U/V/7 00 - U/V/T 4Q'-/ It L.C. 0 UN 1 T (� Ec . 8r85.o UN/T R EL.8f8s.o DECK-L.C.E. , DECK-L.C.E- �- UN, /TS Of 02 u /J oz o U / 1 04, 05, 10 U O UN/ T UN T OS 03 r, EL.8175.2 EL. 8175. 2 E -4L-VA7Oi2 • k G.C. E. HALL -L.C.E. UN 17� O/, OZ,03, C+¢, OS, Orv, tf 07 01,02,0-3,04,00,Oro,el 1-.C_.45. UN 17-C-2 UN/T z.8' UN/T C-2 40 z.a' U/V/T C-2 ao C-3 Ec . af�.1 r PATlO - L.C.E. 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