Loading...
HomeMy WebLinkAboutVail Village Filing 1 Block 5C lot 2 One Vail Place i9053t II� �I�IIII�I . II I�II II II�I IIII�I.I�III IIIIIIIIIIIIIIIIIIIIIIIIII ❑ Gordon R Pierce boyl¢ ¢ngin¢ering, inc. A.I.A. D143 e. meadov� dr. suit¢ n- 10 pk(;HITECTURr � CraSSfOads ShOpping C¢nier pLANNING vOil, COIOrOCb 81657 DF.VELOPMEN"i CONCRETE STE'cL ��Q �b-Z'IJO Vail Ofiicc A . All concre : e design is based upon the " BuilCiny Ccde Requ : rer�er,ts for A . All s . ructurel sleel shall be de : a : led , ` abritated and erec : ed accordinq to IOOUSou �hProntag� Road Wcsi Re � nforced Concrete ' � (iCI 31B -&? ? and snnll Ce constructed : n accordaoce AISC " Specifications " , 1989 , the AISC " Cotle cf Standard Practice " , 19'6 , and Vail, Colorado81657 uitn " Specif : catione for Structurnl Concrete for Buildtngs ` � AC : .i01 -84 ) end Chapter 27 of the 1988 Uniforro 6uildinq Code . 303l476•4433 Cheptv Z6 of the 1988 Uniforn Buildinq Code . --�—' � B . A11 structurel steel shall conforn to ASTM Spec : ficetion A36 except pipe - BeaverCrcek Otiicc B . All concrete shell ettein a ninimum ZB dey conpressive strength of 3000 psi . colunns uhich shall conform to ASTM Speciflcation A53 and tube shepes Which P.O. Box23I3 A1r entrni�nent shell he 7X mininun for all exterior work , shell conforn to ASTM Specification A500 , Grnde B . � �(n I Beaver Creek, Colorado H162U 303/949-6049 C . All reinforcinq steel shall confarn to fiSTM Specification A615-81 end shell C . R11 connections shall be nede with holts conforming to ASTM Specification p� I � he 6rade 40 for LS bnrs and snaller and Grnde 60 for i6 6ers and larper . � A307 . I �\ � �Q. L����O Reinforcinq steel ehall be free of loone rust scale or any coatinps that � �ji� � �J '� I h'� G1 27' � 2 l] � �/ � �' U I J • ,L J C, {,J� DenverOffi� c reduce bondinq cape6ilitiea . p . A11 ueldinq shnll canform to the Amerlcan Welding Society ' Structurel ,�� ( � 1 "CaborCen�cr - Suite515 Weldinp Code ' , 1983 . All structural meldinq shall he done by certified � 120017chS�. D . Welded mire fahric shall conforr� to RSTM Specification A185 . welders usinq the shlelded elactric arc process with E70XX electrodes � low Z` �, f� �. � 2 • 2 K � 2 Denver, Colorado80202 hydropen electrodes shall he used for weldinq bolts and reinforcinq bars . �'�j � �-U 210 � 303/623-3355 E . Concrete �neteriels ahell conforn ta the folloul �g ASTM 3tnnderd lV+ — ?Yt �^ 'F � r� OV � � OOF � F{ specificetions � E . Steel hnr Joists she11 he K Series and designed , febricated end erected in �l d � Poriland Cenent � C150 , Type I eccordance ulth Steel Joiet Ins4ltute Speciflcations . , i� � I � � I t'fP �(GF� � �J P {2E '` Aqgreqntes C33 i � � Water � Clean , drinkahle F . Steel deck shell be Vulcraft 5 / 8 " 2B gapc " Confor� " or a proved equal . ' II �d Air Entreininq Adnlxture � C260 P I I � {�. i I � � � � r � C' � � � � � Wa4er-reducinq Admixture C494 6 . Unlesa otheruise noted on the plans , frar�ed hear� connection5 shall tonsist � j � K I �✓j l l'� G� •� l b x $ `1 _� ��_ CJ � �jEd M ot peirs of 1 / 4 " angles using the naximun number of 3 / 4 ' dinr�eter boltb � I I F . All reinforcinp har5 shall he detailed , holstered , and supported � in celled for in Tnble II of the AISC Manual for the hean reactions SF10Wf1 on '� I � nccordance mith the " Manual of Standard Prectice for Detaininp Rei � forced plans . I I N I JL Concrete Structures ` ( ACI 315-80 ) . � I ' x H . Expnnaion bo l ts ca l le d for on t he draminps s ha l l he " Tru bo l t ' or ' Re d Head ' �% I � � i � � �� 6 . Concrete protection for reinforcenent shall be ae folloWS � uith the fol3oWinp r�inir�um enbedments : ) � � I \� � Concrete poured apalnst earth - 3 ' 1 " diameter - 4 1 / 2 " �- � p �rr � Concrete poured i � forns hut exposed to meether or earth � 3/4 ' diane4ar - 3 1 / 4 ' S ' d u 2� 0 � �, t5 hnre or snaller - 1 1 / 2 " 5/ 8 " dianeter - 2 5/ 8 " �f" � �, � � �YP , N E � � - � � � 2 � � IhTiN � 2x � 2 � I ��� � I � Bars lnr9er than IIS - 2 ' 1 / 2 ' dianeter - 2 1 / 8 " � I� u 2�� 0 � 2 Co�crete not exposed to ueather or in contact mith earth Provide 12 bolt dier�eters epncinq betWeen holts and 6 holt diametera betWeen � } � Slebs and ualls - 3 / 4 " � centerline of Golt and edpe of concrete . � \ � Other - 1 1 / 2 ' �o � � I . Headed anchor atuda ( H . A . S . ) shall 6e attached to structurel elementa ns f' I � H . Lnp splices ln reinforcinp she11 be e ninimun of 36 6nr dianeters unlesa shoWn on plans uith a ueldinp Machine epproved by the 5tud nanufacturer in �9 � I O , otherWiee ahoWn on plans . Wire fahrlc reinforcenent Must lap one full r�esh eccordance With the mnnufacturer ' s weldlnp specifications . � et side and end leps , hut no4 less then 6 " nnd shnll he mi �ed topether . (J . Furnish one print and one sepia of shop and erection draminqs to th � I � I . tlake ell hers continuous nround cornere or provlde corner bars of equal size �_ Structural Enpinear for review prior to the fahric lon af eny steel � � � and specinp . Provide tmo i5 bars eround all openLngs , exte� dinp 24 ` beyond �r1 � edpe of ope� ing _ K . Unleas otherWine shoun on plans all colunn cep pla ihicknesses she11 he equal to the thickness o4 the beam flnnqe that bear ; upon � t . R O O � F R A M IN G M O D I FI C AT 1 O N S M � J . Provide continuoua shear keys nt all cold � oints end elseuhere as shomn on �i � � draminqs . L . 1 / 4 " plate unb stiffeners ahall be provided in all beans at all tearing �� ' � -� � � . p w I � (j� V M locatlons and at ell potnts uhere the heer� carries a reettion fron a6ove . � �� _ K . All enchor bolts for column beerinp plates shnll be placed uith setiinq � a tenpletes . 6rout 6cneeth colunn beee plete3 end benr� beerinp pletes shell M . Roof deck shell he Vulcraft 1 . 5824 deck or epproved equal . 2 N 12 �P � rt F � C- YOI`FrJ � (f� • he e nininun of 3 / 4 " of non-shrink ' Embeco " , " Five- Ster " , or approved equel . N . Metal exterior atuds shall he Metel Stud Corp . 6 / 0 ES or approved equal . � �- � }/10 V G �'oE-"� IOI`� p P) u v E. � �,,,� � L . E qu i p n e n t s h a l l b e pr ovi d e d for heetin p the concrete �aterials end ; % N � �„� G � P„ N � � �S � � � protectiny the concrete durinp freezing or neer- freezinp ueather . All 0 . Steeluork uhich ulll 6e concealed by interlor quildinq fin �eh or uill be in , ' � Q U materials , forns end earth in contact uith concrete shall be free froa contact mith concrete need not 6e painted . • R11 other steelWOrk shell he i � � frost , ice and snom . qiven one shop coet of red oxide zinc chronate paint . Any ehop peint on � X � `JTIN -1 Lf1�G, Ea- � 3x3n /4x �j� CoNE `✓- Ir7 � '3 . surfecee ed � ecent to connectlons to he field ueltled shell he uire CruShed to � � LE. � � P"'� °,i`T� �:� � �' � � � � M . All concrete shall he thorouqhly con5olidated by vihratinq or tanpinp durinq reduce the paint fllM to e ninimun . Touch-up painting is required on a11 � oGP,,.'- � � µ � , � I � L .D � . ' G4xS . �} `✓ `!�- 2 m,�. � O � � pleceMent , and shall Ge thorouqhly Worked around the reinforcement and into steel after erection . N the corners of the forns . Honeycanhing Will not be ecceptahle . � � � hl N PT E SPECIFICATIONS rPF1L2 S � � P° � � I J - � x � 51 � � �, �'b . � Revisio ns : , ,.1 I �o x •} v � , . . . .. � r � S 7 i rl �, �1 � � x 3 °I c �,i.� �� n� , �+,� L,� - � �� � 3 — — . . . , _ _ �_ . , , ___. _ _ _ - — ._ . _.____ ----- -- . _ -� _ _. _.� _.. _ . _ _ . .� . _ _ _ . _ __ - - - - - -- _.__ . DETAIL C � � � � � � ;- „ � . � � , . , , , � : ; � _ __ - --- . , - � � r � � , `� r� �3 1 E , � � t � i a � � t �u" l � '� � l 57 / ���. � _� >� 5 � tM � � ���� �� � O . T\ 'l-� (a r °I t �tMovE Po iotJ of 2� 12 � , � • 5 � ren � j fi'f 3 /L F � � e � '� �iNF� ►= G � h GeNc�= �'fti sl.P- B �� � _ � � � � , �� �C 4x � . 4 Ra � t� � s �s ��r�� oH �/8 ° � e �, r • � � � �lGp jE D � �GkiN � � 3x 3 � %4 h R I� T N s � n �, 5 � �v___ .. .. ���._ ... . ...._.o,ar ����a� . , � Ur 3 .L" oG . / � �� �� I U � � � '� i �1 � - 4 /S I ' 3/i� � � , „ , I , '� �t� 17 1�P'f� �/2 x 3 X B - I o � cv �� - > ��ol''t '41'/ �( ''�, � � , sc1=' c � J � 3 %z x � /2 x �� PI.I. P`r � uNn sl � - - � 0 a . � � � . � ' � u % � c� 4 u l�} x h � 4 � 3 � E11o � 6 I.�ttiCF - - -� - r , � �''-�l � -- G 4rL'• q� y 32 0 �. x = ' a1 F1 E t^� =�T � E : a 4 � �� — � � G 4 x ti 4 � � ,' r n x .9 � �� � �� �i -� � 30 � I .9 � -! j LvcP71o �15 P• Locw� N � � 7 9 - I �s11PF, � � � - uCox `� u 3 � � i � I. D Cov �.4iNPTr i 3 , r � �PFt� � sarPoaT \ � �� � _�- R� � S %2 '� x 3%�. x � - � �i �r � �' -�� � s � G � � i� , Ts 3r3 � 3/i ;� 'f 1 � I � X � STiN �i 51 \ � � I � 3/i �o �I. UP� C� X � �� IST I � �G D 3�� ".' 1"� (° � °� �� �1CHqF� �' 2 4, , � I� W `� s 6.1 I ta 4 ,� , •G�sre9•:9 ,. .. ., - W � x � 1-� I (o x � � x IS'( I N � � �- i � � -� o :�,� Fo ;o —�� � x 12 � I (o �I oG ✓ \ , C� � - � P t'P � �T� �; :� � (S �ot'� 91t � j � \ �y^� „�1 �� r p F '(� f� S ' � � i I F=-: 7 4 .m d � : x r � _�� 3 -� �i� DETAIL B � ?oP � �o'r ' � � I " JI ; o' •jA*;on tE ..: i �� / \ ' � °F OF CO���P � � � 3x3x %q- x 4 Bv71� Sli� �s _ � � � FENEaH�_ n;;;'E3 ' I � ��° NrI , SIMII.p (� /'t rII �, H ENh � I �1 Th1s atructura nee �een tlea � pned to neet : nv re0� irenente • ' tne 1988 � k ( `�T � I � <-� Uniform 9uildlnp CoCe u : th e�endnents ee etlapted by the ToWn � + :a , � . D ate : Gi � � � � � � 4 — _ _ II n � �/ '. 3�� � y^� � 2. R :� �0 All oniestons or canfl : cis Getueen various elenenta of the uork : np tlrauinpe `� ,�1 ' I �{ -t� � I �� end/ or speci � iceticns aha : l Ce broup�t to : �e e: tention of : ne Stru. turel �i x 151 I I ' G W � U � 'T � � �!� � � � , � // � � N Enqaneer betore proceedinp ui : h any work eo tnvolved . "ne Oenerel �(OJCC � I70 . / I L � L contractor ahell �ertfy ell dinensiana entl conditions at the �obsite and ` 5 ✓U � � '7� r � � � - � � yhell be roeponelble for coortllnetlon of all uork antl netarae : s inclutlinp � those furnished hy nuhcantractora . �2 Live loade used in dceipm � �aWn by �. I � � " � q . Roof - 80 psf � RAMING PLAN �� _ � , SECTION A � o ,, B . Wind - /4 , pj1 �� � � Over 30efee0 fe30 PsfS P� f Checked y : C . Deck - 80 pef �` � N L � � � . Eerthqueke - :one I UBC Sheet Qf I _ ' f' L �' 7� �J . �} .� t� � � ,`, I 7 ,�„` , l. �.' I ' - � . �,•I (� K �� P� �ip. (� '� � O }�� � �js ��( I 5 '� � N �� rP r T �il"' �j , The Structurel Enp: necr sha : l be notified tlurin0 demalition to meke a stte vlelt end verify that es : stanp COI1C1430�5 ar _ es essured dur. r.p : he deaaqn procese . IS : s likely th� : etlCi : lonil tle : a : : : og u : ll cc reoc : reC e : th : s � � tine end [ heS eone detnela cn t � ie peae �.ey ne �: e tc be r�e ^. : ` : eC . ,�„ • Gordon R Pierce � _ A.I.A. � � ARCHITECTURE PLANIVING DEVELOPMENT Vail Ofi'ice 1000 South Frontagc Road West _ Gj�r� ,�F .��' � �y Vail, Colondo 81657 It--- ��av►�'+ /�+��1��'I� � .\ ---_- � 303/476-4433 ._\ \ —�` / — — 'f (iE.�� �IM'� � � �.� - - — _� \�' � \ Bavec Creek Oflice � P.O. Bo: 2313 — -- -- — -- \ �.E�°� �. _\ Beaver Creek, Colondo 8I620 / � , � � _-- -- -- -• -- _` `\ 303/949-6049 ' �f'�'�"'� ���p �,Y' 4v� \` '\ . Denver Office - ( \ ( Tabor Center - Suite S15 — _ _ �` - � 1200 17t6 Sc I I i � \\�_ \ .�— _�-� �ppp �,/t e�y,� Denver, Colondo 80202 �r : � .��� 303/623-3355 \ � � � � • � J � � �� . � l:. , �{�it'-- - j; ' / . I � ,\ \ t'Id-ru-1 �� �;-iv r��.:;� � I �'� t:��a�`t' � , i . _ P�Pt'l�-�Hi U� fW�yi Nv � E� , I � � P� N � . W H I�+ �'( aN P�.�*1 I�ti � \��� � � ����� _ ��F�-��-f � , , , _ - --- - NI��! r-►�+��-K. �, , . i � ' r ----- - - ----� � - • c�.w�T� ��� - � � � I ��,r7 � __ �; � '� � � t � ,�,'`�" _ , : I , , , � I � ' � � � l / � � ; , , ; � , i � ' ' i � I � � ' ; , � � (� (i � (3' _ i �,-�, Gln'xi YL ?o�✓ � - _ � i ; '— _ — � I ! I �, / I/� N vp .:� �" Y �' , -� i � I i ; � I �hTIN � � i � — - -__ - � . t I ! . � : �-. _ . i `— - - . _ Fd �LI '-'.i=-i . �� � -r � -� . { � � ' I � �- t I ; i i ; . � - I I : i __----� — ____t � I i . I � I � � . `.�_ � � � . ' i I I � I� i I I � i ; : � I . � . � � . _ . . . . - - _ _ — � ' �---1 ' --- -+ I : I I � - + r : ; + ; ' i ; I i � � i I � �i- - -- I ' i M ' ' - - / f-- ���, .Gtr =',r"'l: m w � ! , I - ' . I I � i j i I . i i I . Y�tss�r: �iH�alLt� —� I � -- - - - - - . . . . . k �" � "L��� � � \ \ � � I I ' I I i I I I i � � : _ _ _ _ � ` � � � ; I i ' i � ' I ; i I � i I : I � � I ! � -- r- = �1 �� � 1i� O � F � , � � i , i ' , � � � � � i ' � � � � ' � ` ., ` : � . , � , . , . , , . � i ' � i , „ , , 1 ---- --- l!� . I -- _ - - �TGI �D l��IEL , � � - _ _ - -- - - - — --�- � [o �- ' _ . : � C�_i'/T�L y � � � J� 4" . ' � _' ... _ .._. E �Mr� �w�wL HP� � --� �., - - ` - : � E� � �-oy��� � V p� �` � --- -- - -- - - - \ ,� , — — i r� �.� ��+ r ^ � E-� - ----- - - - - - -- - , � : -- - -- - � ' �',� ,�,��..+ �,c,� n�� �/ 1 C. � �t��� - � j ; "\\ � \\ ��-- �.,.� ,,.a ..° .�.�� �, M �Ta _ F�r,��rw � � � � µ� G1ilYGFE't� P� - 1 - � �-- ��1�•i(i ti'r 'Tj�(� +O r * � � 3 w 'N�I� �L ►�l��'�o�. , — . _ - P� �� r� �v /�-, �►-+ec��,� � � w W , , „ i (�t�ENL 1���� _ f. M� Z �_ � . .:k � �� ' I v I ��i�+-� ra�F�- �"�rtT�. i 1�/ . 0 v� ; � _ � I I i i I , RGVISIOIIS : � - - G % I�'� �fl - ; 'r , , ' . i � i ---- -- � . � I �I � F-� � \ : \ - --- ! -- - - - - - -- - - - - - -. . . . - - - - E-��,- v� � � ... . , �.. .,� � i^ P `n _ � � � r + �� � � � �i �J � \ ---- --- — � . ;� :� � � � � ��� � � 9 � t_ — _ ' . _ __ . _ �.°," �� PI 'JE. �}'v�" ! - � -1 � • ...�' � � T � � - � -- � \ � Y�� �b G,� �/�H�F� PIpT� � G`�'�F��- t � _ - - \ � � � - __ I � �,�i� �- � t 2il�' ` pr�°f��Frt.(i��r f�'o . � � . , O,l \ � � � ��+h - I -- - �,1��MI.t'iCO O�l� i� � lirl ?I � � • . . . � li,�•'��,f, - `. . . ' -. . . _. . .__ .. _._.._. .... . =-C" � 1 � ah+ ;�r� Cx �T� � �l T � - - �3.� `;!-;.jy I.y4, �= cz�- _ � . - I• yy� .� i �o�� � � P��" �� �,-�-t�--. �_ - _ � � , �� � ;�� � � �-a ;a�rm � � --- -- - - - — - --- - � - � �"� � 1. � — - -- ------ � - q' , I -d— --- - -- -- - — � _ _ _ ; i -� � T- --_, ,�- � �/ ' ' ' / ' � � I ' �-- � ( - /,� ���1 � ` J ' Q � ` � r . , � , ' CyF'f`TI-f7"�- ' I , l I I � _ _ � � --- - -� . � �°T�� I+-►��'�'1"k�T� I� r� F�:�. �� �,� ' � - -- - . - ; ; � i ! I.L 1'��hi�/I�-fif�-+ v h[� E=1-.f7 � � , -. :, �. r-_ O i � . ,'" ' � I� r ,�pr� T "r► I - ���� �-�-� � r��r� o� � 60RD . IE�CE F" �r' � � I ,. � �� G ;,. � ` �. / ; . Z• �f� , �rf�� � (��+� pu.. �r�- u� � r �..- ` _� � ; � � " +- — — — — --�k` ; tFF�T� � f��( c�-�++c.-�-± • T >; w��r� - r ;.�. f () . . f ; / � � � . ; �h. �ct �+tT�lz �z -�[ : :x �7ars, ,v, ff�<s .r� ��v , , , , ; �ti��[�__ �T��+K . I��C �� 1'h sr+ . �` ,� G�.� , � c � ii ; ; ' , / ' � - - -- � _ . , y �. � �� `� ���'°`.'��'" �.` �'� �o t, �� a �.�+a-u+.E. � �-�rwa�n�. -- — vtF+ F �L7 G�Tk�rrs ef. . . ' �....�.._ � �"� ^ . � pLL. 1-�.� lol.l.. p� iµ � �i FI�� � P'r� t U� � �Gi-F.1�E`-� Date : (��; ��=��' i ���"���'o�r��' �: �r r�-r��-+r°�-�°, <.;��,i� �Y �;µ �� � ; �- - - G��I''� M �G lpl. ��;'.oG� } . Project no : f� I�}{p F cvrTt?ac:Ta�". ��rK'.�u �+ PF'�`iT r `� Q�'r� °tt Gi�lw.-i �W-T i# • � � �j. ,�II°G fJl?�� FRoH EK.I-1 .4�T�.� , I r��rtR -p� 'iaE Rs+�R- A�Mt�. Drawn b ; I I . (� �� �..�r �- � y ' +— - - - � �__ - - --- --- - I�s.11E. bR�'t.+!H�-� -+i.:�E � - - � _ � �liE�+ �a7E � ..�.uN� I�F � 2'cb � r Checked y: � �� D+-�� . �-d�N�rF 21 , 2: cz� fPl1 • Sheet Of 2 �T ��-�ri� , f/c�=� � �-or A� 1 . 1J0531 • • . Gordon R Pierce ' � A.I.A. � ARCHITECTURE PLANN[NG DEVELOPMENT 1T _ 1�� • i ' _r - 1 rt - Vail Office T }_�_ �._.� � � ' � ___ ._- �� pj��,� ,� �� � 1000 South Frontag� Road Wnt �µ�-----�--}- � a .�-�-� 1 T � �__ ��� � Fg� �[�2.�� I � y v`r� � Vail, Colondo 81657 ._.. -- -- - -. . . . . . . _. __ . .- --- - y - I • _ ; 1 j - l _ .- � - I � -- ' �- - -�" _ .T �'IL9l1+( � uI17Trl . U � y ... _� — �� 6 � 303/4764433 1 � � �- 1_T �_ _ . � _ _� �_ ��. —� --- -''-- - � , � . �,� � �h{(� / - - - � - � - , . - - - ; 97 '- - _ � I Z�` 1�b� ��� Beaver a r�r Crttk�Offi 81620 .. Be c _ 1-�l#� YJ f- - : , i.-- � _-- _ — -- / - �: . �f _ '1 `6� P,O. Boz 2313 / — +- -+ � �l 'v ' j � L l� C ek, Col nd � y � '. ; µ � 303/949-6049 �� , i I _ �1.����,�-� � ' - — pNEI� P�-�� N�trn-+ v � . I _ .. _� ' 1.1u � i�F�'r 2�'r8 " 9 M'Z �7H�T��Ilo , � �ryfl1-1U ° — - ��i p�} �E���� -� - - �� E I Tabor CrnteOSu ie 515 1 - -- r '`�CI� ' - �J, O�.J�•�'cR- �=� — --- - uoo ��ch sc. � � ����Z �� ��g E1��1'�!i If� Denvet, Colondo 80202 - �. p. � r ' ��/��"�E� i i � �- �'�1'�� 303/623-3355 ; ; , ` ; • � i I - -- - �---(R�'G,+��,! � _ _ _ -1_ �__ , _ _�. �- _,-+- .1 � � - 1 - ] � l , i �l� - —J -- l---l - -L � - - - - -- - s� 4 _ ! � � �► - - - - - �_ T � i ����TC�HC�I.R , Pu , � t , r r , �- . T►+P�IJ��� l�l� i o , . , � . �� i ��(. 1� 1- -- '1 L �2��.Iak' b I p ��°�-4� W�- � .acn: ��`�ii�----- : _ + : � �� �"�� � / � - „ ,_ � _ � _ � � Z �12 = i . � ; q , j �`" � i � Y� � � I �- hfCl� l-6�LL �, b�'R l '� � �, f-J�1:Ir�C Y� 'W d� F4� I ' �u 1 � O� , ��IMHG �IIH� � �j - -- y'1- CL '— .,I�,I�+s�Nt'��Teg ( �. I - - _ --� � - � . ---- - q, � wr �a�r- •• �}t- _� -- � :�yP�l� d - -}- . �i i \ � i \ � \ / � � - �v v - �I'pt��6�ss �fEE� p�, � ' � ; i � � � � � ; � i ` � � W hi<.� �- � � � � FtiT�`E�i��-���'1EP - � � � � � I I i � ' �.�u�EV � �. 10. � . � - N �; i's _ � �---_ .( I � ( / � �_ � � � , �_-� �- ' V i � - ; '� ; i ; j \ � " s� PPv�t1C� µNt�� lA� �( 1j` ' aP `� � `� - - - -- - - � - - - - ! - - ; -� ; ` ; �.u.�� � a� �x�r• o �--1 � i : _ h�� _ . IN �V � _. � I M�i ��~I� E ��v � . �i.�1�.R�J�•��� Go�aH --�-- - - - �' � - ---- _ _ . _ - - - - - - ' ' O I �' _ 'r. � _ ' : ' r.. /�'f� , i'HrFT M'�/ari+u�h � � I �/ � ' �- . i : '- i - � W►i� _ , �'�O' �,��`�' ��I'- 2'�'r� N tA � I - �- � - - � ���� ! - �+� � — Ig � � t--q � - —I � I - - -- _r�- � , �� i � T # - U -- - � _ N � — ( t , , r 47 L�wt�l . � ii � , I -- \ \ ' -- �v1�x����1�� - � � f P R � � ; ! � ' ; � I . : � V � � � � � ; ' ' � l� . • 6 ! I � ' � � - - - -- - - - - - - { ; � . . I ` ) ' ' ' ; � � --- , � � � �' � �'' _ �1 ' �1' " ��� �,�,r. u�. -p� � , - �� �,u,,•�ilHco . i � I a 2 �it —� - - i � F��� ��� �Y � � � � � �Wprv�u.'�`���+� t I - - - - - , - � --- -- - _ -- - ; -- -- - �— — i = - � __ �_ - _Z � „� i :o„ — - - - � � � O - - I _ � � � � � - w a � � 3 - .��+`'� �C, �^PV _ � `�� ---- I I '.. �,yr P ����J�vp � � i i - . / �. '� T 'i.►f+iT Pa�R 21 � M� � � � � i �"�! �"fU�-yI( � �!'�-d' S '-�'" �� 'F'Y'F'� r �1,`M�E� I �i j I � � �/ � ' i � } !. — b,� � ---- --� - �i ��`°'►'`� - � �� �+u�.,w � . � I � � � . G,��IHET To P�E, fll.k-a� ?�� ��- ' ��'�'K� • � � _ � ; , I � � . oJE� ►�}Hi7C tpMlHaTs , o � � , � - � � - � � � , , � 2. I '.�6?GPt.lo� �' �'1 �i�hlfAf�.D - �� �c.. � � � � ��,J Exk+f � � i � �+ q' I�N11C. ; � _ , , K�4Ni� F�`�'►�T' 7�I�.t� • ' �M�1a�E� \ �' l'i '��. � � _ � � i ' ' �J• �To�`� ' iY� . GsT ` � L�� � - - _ - / # �� b�1y[' I : � ' � ' ; il � {: �{ �+i�.� � � � I �1 ON /- . . N RCV►SIOIIS : • ' i I °,U" , �' U..`�It'Y�"6�+ �L '�pP I'�i �I� ° J �N�. �, \ � aQ ; j , , . t .� _ ,r.'�'�'�1' i ; . � , p '- r+N �-r� `� �� � v�,,• � � �.ti� µb� �o� s.�'� � . . � � �-__ � :�� , ; r r r � , ; �; , . . , � :i' �-- - -._ Ii, � � � t� .�. 0 � ' � � , � � �+"r � � � � � � � � � � = I --.- ; :, �I'. F��r : t�,�, �} �,,y E .� � � _ , ; . � � � �- P. , �� ! , � , . b� � . : ' i � i � i � � l l a�o�(�U "�t.v �� �� ' —� �Lppi�' y � - �_I I r' _ _ __ - I _ M d. �cy' , ; , � ` 1 �GS•r - - - -� � L�3cb.c1v w,Lvi t►�►yp,..E --- - � ; — _ � - — - -> - ; ; ' , m �.� E��+n� ; � 4 # 2GP��+E �r�T'I� ew _ � , . +r � I p�,.�- � F--- — --� � -, , � ' I f+E�i PYHFi� ; ' `i .Yi. �,�.�,J.f.F-' ' Iv Ef i'+� , �} rt I� , k pooR. �� P�.�w�M � � I �t1.G =- ~ � I 7 `� � ' �L'.rE : pM. �. +� � .� � ? � � T� - • � ' �0 i � �..µ-�, A"��. `+�W1 �h'� hM�- I {Jy}�l.o1' ! - ,�/ , � �•Ip-IR,E', .coc�o •qo ` -� , � � , v ,,,� � -- - - + � •- , 6_ -- ; -i I � � (/Sl.i. �Gl,�y��VV Q1�E� � . - - -- --� � r-' -�- -� , � J js PPIF- �� � � � - ; , , . � -- — , — ; , - ,o �-,� �� , �. I A �' . � � D A � �- � % �ts�r�psi}rl�.¢ _ _ _ _ _ . • � � � � lo �lt+f�F-'T�P: 4 '(' WH�TF ��'�'1�% � � -- E�,{'�+t�(Lw�Mi' � � �'� �' -- - --- � '�J � � FF V rf-� � " � , '� - '�, LX,N'("� • PP�L 1''�.. � r�+�� - �'•+i �� �� I�M �� � — J. ,,- I ' I , --;� m) _ ' - I�cp1� �i�;t. �r ��r�l �-�r�Y i �- - �f' ��i'.v�' 1 ' � � • y� � � O _ '" Yai!�` � C!�'I� . _ - � - - - - ��i�,.n r-� r+ � �►� �.ic�; ^� @ y � _ �o ' � �� Q 'C' �- � �'F 3 ��1 , t�r�R W+�*E �t f�1Pf� I-�+�aE��Z I ' � I / ! � m P a ��. �/. , ) �j, ,� , _ , I .Z � y' 31 '-O ' � WH WH , j i �f fP�T• I�1.1.• �'CI�IW� �_ , �Hlo���� • � -- ---- j 6Y- ------_ . � . 9i "' ; � e r , ' ��o ���-- -"l�!--DATE'�,�! �/ 1 O � � L �y,w�•f- ,�p �T. � P�+�W O • `V ' ' �r �s� \� � '_. . �� : ; .._-. . . _ � . . . . ._ _ _..� 1�1 Ws1CP I�7tY�' (�P� eQ •) �° r � 1 � � Eo�E U NE {�IA,� --. . - _ _ _ i � � ��� ��p — � , I 'Ti1�'__� _—_ � _ � �� �I � �� — _ _ ___—_ ��Sy� • . �,- � — _ . � I I�i���#I�E - -- - � - - - - i i �4a� toy�'d�+. � i � � u� � � ~ - t � do. ttN � � � �}"�f2"�4z'' Lb16M� ' tiw � � � �- Et,.�trs.. _ -- � A�-P�i,n 1�✓�+ � a�`*�� � '�� � � � � � �9.� -- --- - - - - - - � I ,�� o � --- , � a - - - -- -- - { � ° i = --- — — — - r 60RDON I � � ~ � U � 6 ��i I � ^ � � r � ��N' � '��v i , ♦ 1 S G'� t �-- � � � , � �Pra e� �R Z -� , . � — � , ���� ����� �r�nr+� , � s�� �2 . +- - . ._ + �i ; li�� - � I - - � �"�`#�E_ _ �/��(CF l -- - - - - - Date : � �� '� 1�f0 ��1rM — - il � �f+ � � si I^I��i�4� � � �f �tEW �#��� t1��t'Ee - ���f 1I1.� I � # GF 1Xo Z"IGilpl�-�� /` � ��' I i ���� � �� \ � ih+'I��'ti�E�'I A-�-, YI� ; Projecl rto: 'V�- � _-- , s�.�P-#-t -�?i�� ; � ! f�p�• i ^ : i � _t - ---T � � � � . ��FT�-1� t� V�F�t( l!� ►+� Drawn by : - � ' I + -- P�� �� yr f�� P�so�, � ��` �,to'i � � N� i�-l-�ap� �a�K.�-�T, Checked by: l�r,+ r� M ++ J �v Y�I.+'�f .� ,� i�d� �'�on � Z y� _ � '- o'� �—� � U�-N�ER� C�NGr U�.�' Sheet Of � A�� ,,