Laserfiche WebLink
-- -- ------------- ------ . <br /> rn �. <br /> ...r ..... ��..... .... �-... ��..... ���.... ��. ��..... ��,.... ��. �-..... ��� ��-.._ ��..... ��..... ��..... ..... �. ��..... � . <br /> O .... ..,, .... .... I <br /> N , <br /> X �-� ��� ;� � i S3.00 ��' ��� �� �� �� i <br /> X 1 � � 2 !, 3 ) �4 ` �4.9 �'� �, 6 i i 6. 1 ) � 7 ) �� g �� Post Tension Slab Notes and Legend ��� � <br /> o ����/ �� �,_ �-� � „ � ' � � �� �' �� Note: ' <br /> ; � � , <br /> w �' � 149'-0 i � <br /> �. - - � ALL SECTION CUTS �, <br /> v i i � i ' j � a � � � ARE TYPICAL o <br /> 18'-6 28'-31/2" _ 18'-3" 17 -41/4" � 16 =10 3/4" , / 30 -4 3/4' � 19 -3 3/4' V STRESSING END CO VATION AND OTH ENDS �'' U <br /> W ------- � i �� ' , ' ,,, �. ' � z rn <br /> � ___ �� 5157.01 NCRETE ELE ER.LEG � <br /> � 6i 16 -10 3/4 �3 -81/2 20'-8 1/2" 5'-11 3/4" ' 13'-4 1/4" 5'-1 1/2" ��-10" DEAD END 41 S7.01 !���� TOP OF P.T.SLAB ELEVATION � <br /> _z � � ; , , - � T.QCXX <br /> � <br /> � ' 1'�8 3V4" '-1'! ���� � BOC XX SOFFIT ELEVATIflN �� <br /> � � � <br /> � i (_i i � 16 � �-�'� � � 3 � �� ADDED TENDON ANCHOR � � � � aO � <br /> v 6.0 ��F 4.0 � I ( 6.0 � � � N o � . <br /> m _ _ i � '� j ! �. I ' I � �--� � TOP OF CONCRETE ELEVATION � � � <br /> � z � � � � ��, - �,- - - - - - � -�____�,��--- - --- -��-- - - - - .-_�_ a-_ . � ' ' � � - -- - - - - �, - - J � � - = cxx ��,� <br /> � _� _ <br /> � <br /> � a __. e _ a _.,_.� a _ a ---- - -- - --- �REFER TO SCHEDULE}M. C c�' o <br /> � � ' ' X CONCRETE B TO <br /> �....T : ��, ( l <br /> _ � __ __ a _ <br /> �_ <br /> �=-. ;- <br /> � a a , <br /> � a a � <br /> � � 7 50 �, _ � � � <br /> � � p � � a � �.. � �. � �.. � � �.. � . � . ( i i � � 11�: ; F2.0 ? � � �� � � G�'� . CONCRETE COLUMN W a � <br /> � �� �`� . � ��� , ; ; / , (REFER TO 8156:0�4) � ci> >'a`� <br /> � � �,-1-1-7 3 � /� ; INDICATES POUR STRIP / � _ � o �, a� <br /> \ H O L D O W N S E E S C H E D U L E O N S 1 3 0 <br /> � <br /> Q , / <br /> � K " C , - <br /> � i F2.0 � i � � <br /> w i I ; _. i _. I I � _ � � ,� AND SHEARWALL RNQ HOLDOWN V a� v�� <br /> � � ' ( ' � j 1 _ I / : ' /.j.� PLAN SXXX-SHOWN HALFTONE FOR � � �� <br /> a- � ���, � �, - � ' � � � INDICATES OVERFRAMING ' � � � z � <br /> , � , / REFERENCE ON THIS PLAN +., o � 3 <br /> � > > <br /> Z N 3 i ( , 6.0 �. jCon - 12" o o N � (RE: PLAN FOR SPEC.) < ���n���, d U� °° o � <br /> SG.O4' � ' � N - � � N < � n <br /> Q � �, �� � �� .a � i � � I � � � � V � � - � ' � � <br /> a � " i ' ``' � ` 117.54 �' � ' - 1 1/4" DIST FROM SOFFIT TO CGS F- <br /> � _ '. �� � � . . A� . . � � � . . � . � . � � � � _ � i � . WALLiNDICATIONS � � � . � � � <br /> � � �� � � <br /> I � � ..� � � <br /> ; �\ , I � _ . <br /> � r <br /> � i N . . i ' G'� �- (16)BANDED TENDONS � I _ ✓, I� � a � � CONC WALL ABO.VE. <br /> , / <br /> _, � �� � � �-1.25" 6.25°� ' � „_ � , v � - �� � - - - - � /� <br /> � d� . \ . . . . . / _. I � . <br /> i: <br /> - D <br /> , - � - <br /> 4" <br /> CONC WALL BELflW /� <br /> � - - - - - - - - - - - - - - - - - - \� - - - - - - - - - - - - - - - - - - - �� a � �-1.25 - - - - - - - - - - - - - ( ---------- <br /> � �H ,- y,- - o - �- � , - - - - - - - - - - - - - - - - - - - �. � , H ; � � o <br /> . ..�.............. ........... �...... .. ... , <br /> � � 3.0 � SR-8 2 � $ ' � ` � ' � � LIGHT FRM ABOVE �--------------� o <br /> �; ��'��� ; '� ` � S�9' � R 8A3 410" � 4 �' ���1�r N <br /> � � � 4"LGMF STUD WALLS � � _ � � .� " 1' <br /> - RE: SHEET 10/S8.01 SEE S2.00 FOR SLAB ON GRADE i 11 -0' <br /> � I CONC BM BELOW �B � ��, �- ���%`�� o <br /> ��� �AND FOUNDATION THIS AREA. TO GRID 4 � v � o J I-` <br /> /� � � ���< o � � <br /> E ' �r i� <br /> i <br /> /� CL TOWER - <br /> , ,1 <br /> � <br /> I i y� �iv- 'z <br /> i 3 DISTRIBUTED TENDONS 48"OC <br /> � � ) @ ��- <br /> CRANE � i � <br /> �� � 'o �; <br /> i -� <br /> I <br /> � <br /> 1. ALL CONCRETE FOR POST TENSIONED SLABS REFER TO STRUCTURAL NOTES SECTION 03204 ON SHEET S1.00 FOR fc PRIOR ti <br /> , ; <br /> � �'� , <br /> i <br /> <� <br /> � - <br /> a� ✓ <br /> T I <br /> ( <br /> 0 STRESS NG AND SECTION 03100 AT 28 DAYS.REFER TO STRUCTURAL NOTES 03201 03206 FOR ADDI71bN;4L INFORMATION. , , <br /> � i �.�b�._, ,� <br /> i �, �,� <br /> . �f <br /> _ � _ _ J <br /> - _ �I <br /> � - - - 2. TENDON ELEVATIONS INDICATED ARE MEASURED FROM BOTTOM OF SLAB TO C.G.S.OF 1/2 DIAMETER TENDON. NOTE. <br /> � <br /> - � �n �n _ - i <br /> v U v <br /> . � �. a N , N .. I� x . <br /> .. . . . � . � . . . �. . . .. . .... . <br /> , � ; , � Q N � i TENDON ELEVATIONS MARKED WITH AN ASTERISK(IE. 17 3/4")ARE MEASURED FROM BOTTOM OF DROPPED SOFFIT TO C.G.S. , <br /> , , , o �� � , OF 1/2 DiAMETER TENDON. <br /> Conc- 8" <br /> - I iI J W _ I <br /> * <br /> n <br /> I � i <br /> �, I � � � �, � 3. S T R E S S T E N D O N S A C C O R D I N G T O S T R U C T U R A L N O T E S S E C T I O N 0 3 2 0 1- 0 3 2 0 6 O N S H E E T S 1.0 0-D l S T R I B U T E D F I R S T. <br /> ' ' � <br /> � , <br /> � 4. REBAR PARALLEL TO BANDED TENDONS HALL BE TOP BARS AT PPER MAT. BA P <br /> S U RE R ERPENDICULAR TO BANDED TENDONS <br /> 0 0� i , , ' SHALL BE TOP BARS AT LOWER MAT. � ; o <br /> w . ��/ �, _ � . I � � , 5. DASHED LINES INDICATE CONCRETE WALLS AND COLUMNS BELOW THIS LEVEL,SOLID LINES INDICATE CONCRETE WALLS �i � � �'i � o <br /> Q �W � '' A N D C O L U M N AB OVE THI S LEVEL. ; ; �; � N <br /> o m 4.0 , I <br /> I <br /> " � 'z o 3 � � . i i ! 6. REFER TO SHEETS 57.00-S7.02 FOR TYPICAL DETAILS. ' � N � .-! � o <br /> � <br /> � � �, � � <br /> ~ ,� o J i � � � 7. S L A B O P E N I N G S;R E.D E T A L S 5-8,1 1-1 3 1 S 7.0 1. . � o 0 oi � o <br /> /� � --�o� ,� � ' ,� N - 16 BANDED TENDONS � , � �! 8. RE:SHEET S7.01 FOR CURVED TENDON CONDITIONS. i ' <br /> _ � . i � � � 1.25" , � ; <br /> --�, � � � 108.76 - -_- - -----_ 4�� � 6.25" ' /� \ N GZ/ � , I 9. RE: 121 S7.02 FOR PENETRATIONS AT COLUMI�S. - ; i <br /> G - � G i � � <br /> � � \ �- 1.25 � ; 8.25' � �3° � ��� 10. RE: 9157.01 FOR OPENINGS AT TENDON ANCHORAGE. <br /> ; � � � ' <br /> �' - - - - - - - a __ - - - - - - - ; - - - - - -a - - ......»...»... .�_. _ _ __ - - - - - - - - - - -�� - - - - - - - - - - - - \_4,-, - - - - - - G <br /> i � � � <br /> � � - ----- 114,69 ' � � i � w <br /> --- � \ SR 862 SR-8A0 � SR-8A0 - j �-� �. <br /> � ' �� ' ' j �� � w <br /> � �_ � �� � � �� � � , i i � i Z � ' U p� � - . <br /> � � � <br /> �� . ! � � 6' CMU WALL803 8 PT SLAB W/STUD RAILS��; , � � � ��.... �. � ��.... P� StU,d RaII SChedUle�� .. � � j � , j z� � <br /> I � / -� RE:SHEET S6:, „ i <br /> � 113.47 �-=- � I ELEV.VARIES RE:ARCH.., ..! N � .. N o ,, TYPE . N0.OF ; So SPA STUDS � LENGTH PENETRATION � W c�i�l �! w t�- � � <br /> ; / Conc- 8,� � _ 1 �/ , i , ; I <br /> ,. . ----- l�' RAIL � Dia � � z; � v v� � <br /> ' , � �. � c.; c.i ao ; � 112" 1/2° � Z p�� � <br /> � <br /> I ; o.. , -. - � SR-8R0... 10 2 1/2" 2 3/4" 10 2'-3 1-4" _ � <br /> - � � � - - - ��- - - - � _ 113.47 � � �� � � ; � �' ►- ����� � �� � � <br /> o � � � - - -- - - , -- � , � j SR-8A3 10 � 1l2" 2 1/2" 2 3/4° 11 � 2'-6° 1-4" ' Q� w i U �' �' <br /> � <br /> i <br /> �L � <br /> o � o � -- - - - - - -- - _ - --- � � �� ; 2 i SR 86� 9 i 1/2" 2 1/2" 2 3�4" 19 �� 2'-6" 1-4° � p �I � �� �� � <br /> � � �, � -� � w � � �� � �- (8)BANDED TENDONS - I _ 6.0 ' SR-8B2 7 ! 1/2° 2 1/2" 2 3/4" 34 i 7'-91/2" 1-4° � � � f- �� �'' i <br /> � � �., � � =� � ° „ 4° �, � � G� ��� 4" G `� „ �' o „ � � SR-8C2 10 _I 1l2" 2 1l2" 2 3/4" 9 ; 2'-0 1/2" 1-4" i O w, O w!, ' <br /> � `n � i \ i � � � �' � �' _ � z �� <br /> �� : - v i 4 � ` 1.25° `� 6.25 3 ; , � U a� U [r� [ri I <br /> � � � CB-10 _ 113.47 � � % � � � SR-A2 15 1/2" 21/2" 2 3/4" 15 I � 3'-5" 1-4" � > � � <br /> ��!I ' �, � � . � ... � . � .... � . �.... � i � � ��� ...: � ._ - - -___ _ _.- --- - - - �- - - - _ ___ - - - -� - - -. --�- -_-,--- - �_.. - -- � � � � � � � i i, � � . <br /> a � _ _ , <br /> _ 4 � <br /> : �� � � �4` ' � <br /> 4 I �1 � <br /> , <br /> ; \ ` SR.8C2 � SR-8A0 z i i I <br /> � � � / � ��� � i 13.47 � � � � � � , QmU �� wa <br /> 2 � � � �� / a � � i � � Conc- 8" � � � �113.47 � , � � ( � <br /> i � (. <br /> � S6.04 _ i � <br /> ,� � <br /> � _ _ i � C\ I I � <br /> CONCRET.E � _ _ <br /> _ _ _ � ... <br /> � T ND N - ',1 � <br /> � <br /> 10 BANDED E 0 S � �, <br /> � � ) ��� ' a' I <br /> � . �� � � i \ a ���_ � OVERFRAME STAIRS 10 BANDED TENDONS - i � <br /> �� � . 7 3 � � � n c0 : n I '� . � � � nj � _. � W o0 6� I . <br /> � <br /> --� ', , �� i � C° 6.25 ; � ; -4 � `" a ' � RE:8�S6.00 SIM. C�% �" � �" _ `- <br /> � � � <br /> ' / � 4�� � � 112.13 � � 25° �1.25 ; � .25�� 6.25" cfl 3�� �� j � � � = p � o � <br /> , � r-1.25„ <br /> � 4' � �3" 6.25" � � 1.25" `� I <br /> , <br /> i- �� - --- - - - - - - - - - - - - - <br /> , �� I a , - a - a , e - - - - - _ - _ - - - - - -- - - - - - _ - _ - _ _- -- - _ - - - - E �i °° ¢ �� ? ; No � o � <br /> - ' � � � {\ j � a N m � <br /> � � _ 6.25" � i � SR-8A0 4�� � ( � � � v� � � <br /> � SR A2 110.5$ � ' il � ' <br /> � � i 4„� 4 �` 4��� SR B1 SR-8A0 � � � ���� � � � <br /> u.i cn I � F-- ; <br /> � I � �� - � w ; <br /> � C� o Q <br /> i � i i � i m >- .. _ � <br /> � � <br /> , ; <br /> I ,� � � <br /> (10)BANDED TENDONS , i �D.9 J <br /> 7 1/2"-h <br /> � / � W U � Y I � o U o�.. O ' <br /> - - - - - - - - - - - - - - � <br /> � � � � --- -�---� <br /> i j <br /> �. I --- --- - <br /> I��, _ � I ; 18'-10 1/2�, � i I � <br /> �� . � � <br /> . a i � � - -- <br /> F (4)DISTRIBUTED TENDONS @ 48"OC 3 0 ' ' � � <br /> - � ; <br /> � ' '; i ; (3)DISTRIBUTED TENDONS @ 48"OC i � I <br /> �� � - _ � -- I <br /> � � � � , , � <br /> I ' I ! ; <br /> �� � SLOPE - � ; � SLOPE - �� - � + -I � � � � <br /> ! ' r ' � � � RE:ARCH. � � ' RE:ARCH. � i � � � � COI�CCeIe Beal� SChedUle I � � <br /> ; <br /> „ "' � i � � i `- r. I ----' � <br /> � �- � � � � CB Type Rebar Description ; � <br /> . . I N . . . . I . �,A . .A I I . . ` . . � . � . N i _ -- _-_ _ . _ <br /> � <br /> . . . , . . . . . . . . � � I <br /> , i CB13.5X24 SEE.DETAILS S3.00 <br /> � <br /> i <br /> III -- <br /> ' , ' 110.58 _ ' � �� '� I � C636X32* (10)#8 IN 2 LAYERS T&B W/#4 TIES @ g"OC *INDICATES BM DEPTH VARIES W/SLAB STEP � ; <br /> , i <br /> � STRESSING � . . 6°CMU,WALLS ; � CB 20X64 (12)#8 IN 2 LAYERS T&B W/#4 TIES @ 8"OC(#5 @ 12"OC FACE REBAR) _j <br /> ' 3 , ' BLOCK OUT ; 112.13 ' 112.13 � i 113.47 RE:SH�ET S6.03 -� � ' �-. _ * <br /> I CB ZOX64 (12}#8 IN 2 LAYERS T&B W/#4 TIES 8"OC #5 12"OC FACE REBAR INDICATES BM DEPTH.VARIES W/SLAB STEP <br /> � - <br /> @ � @ ) <br /> - 6.07 RE:5/S7.00 I <br /> , ':� � ; i I � � i <br /> � <br /> CB 24x24 4# T B W/#4 TI <br /> 1 BANDED TENDON <br /> 8 & ES 9"OC TYP <br /> 6 S � 16 BANDED TENDONS � � ) @ <br /> � ( ) � TYPICAL � ( ) <br /> i i � , � i 6 07i � <br /> � � i <br /> ��� � 1 <br /> � � i CB-10 RE: DETAIL 19/S .0 <br /> � <br /> ' I � <br /> 6 0 <br /> - - - � � _ <br /> � � <br /> , � � � � � � � � I � I <br /> �� � <br /> , N N N . � '� N � N <br /> I I <br /> � . . � . � <br /> �V /i <br /> „ G G � G Gi <br /> C i <br /> � i-� � i - � � � n I � � n 6.ZJ '-� . Cfl �. I I n_ � � � � u u_ GO CO <br /> �, <br /> 4' �3„ 6.25"� � � 1,25' � 625 � �,4, 1.25" 6.25 3"�i � 6.25 3 � ` 6.25"� ' / -3" ( �� <br /> � � i , <br /> , <br /> � � , <br /> D --i- --�,- - -. - -� .- - -- _ __ ��_ _.� - -- - - _ . _- - ---- - ---_ - --- - --- - - �� - - - . -- -- - _ _ : r _ _ ___ - -- - - - - - -�- - ---- - `4,� - - - �, - p ; <br /> _ . <br /> �� . � � � � � _ <br /> -�- <br /> , �� ' �- � <br /> __ . <br /> �� . � �_ � � i � SR=8A0 � �... � �' ��� . <br /> i � <br /> SR 8Aa / 5R-$A3 , � � SR-8A3 ; SR-8A3 �,- ° � � <br /> 4'. � I , ; � <br /> _ `„ i ; I , - - _ _ -_ _ _ _ _ _ _ _ _ _ -_ _ -_ _ � � <br /> N 1 ' , " ; � _ '� _ ' --�- B.5; <br /> � , - � �� <br /> � � ���ss.oa� M M j M i j � � � � _ <br /> � <br /> � � 6"CMU WALLS � G% � i ��� "� G� i � � i � � ` � ; �: . � � <br /> �-�, co <br /> 2 �-r' <br /> � �� <br /> ; <br /> � � R . EET . 3 � _ <br /> E�SH S6 0 <br /> - �� <br /> i i <br /> � <br /> �� �. � - �>� <br /> ��,�'''� <br /> , <br /> �-�- - - - _ - _ - -___ - --- - - - - - - - --� - -__ __ - ---- -- - - - - - - - - -�- - - __ - -�- -�--- - -__ - - - - - -__ - --� - - � - - <br /> 8 � _ - --_-- - - --- � - -- - - - - �_ � � - <br /> � <br /> �,9 ' <br /> - -- - - - -- - - -__ _ _ , <br /> - - � i ; � i `�'_' � � - <br /> � , � � , ; <br /> � i <br /> �� _ <br /> , <br /> `o , � � C° � � ,�",`--. � �` ;�";.�� � <br /> � � � � ! c'- - `'' ` �`�`���'' � <br /> ,_ i I : � � f.- "� �?= `>`�-.��'', �y <br /> ; J <br /> , , j � � <br /> � i - <br /> . i .. . , _.- - - - . - - a -� _� . . �� . - , . z - . �, .. .. � . . < � � .'!�- . , _ _ . . � =�ca.. ' ��.\ '�� - <br /> a , . , . . . �. _- _ _ a . , . � . :, . .. . �., - . � „ a . . . , - , � ,a. ., . . ; - . . - .�.�. '�� '��`` �-.� <br /> � �� . .. ��. . ' "`�.., <br /> a , a - �.a .a a -,° �i ���� �� <br /> - - - - - ° . _ _ _ _ _ _ _ a d. - --- - --- - -- - <br /> __ __ _ . _ _ - y/ '" -.- _s _ ; �::y t <br /> ;-� �� � , ; : _ _ _ � . ��:� ,.� . _ � : �,.. � ' ya <br /> A � � A � _ <br /> . _ <br /> �� <br /> , , , : _ \ � <br /> . <br /> � � .�, . - <br /> �. <br /> T � <br /> . . _ r _ <br /> F , <br /> F <br /> � _� ��� �_ � � � - - _ � - � �� . -� r� � � � � _ � <br /> �� � 'v. �r , � �, � �/ u, > �,, �-:,..,.._ . ;,.- a �w-- - � f.� ^� . <br /> . � - � <br /> - F � -� . <br /> , , - = � � -- - ,� <br /> , � / '"!� f s„f � � `�,= �,,.�' <br /> •` '_ <br /> > <br /> '� ,i ��. '�, ', .. �. �.. . : . . � ,, '.. � ��... �� � �r r� ,: , _ , . , _ '� .".y�,,� <`��6a.,,�� <br /> , <br /> _. <br /> '. �. . . ..J �,. <br /> : � <br /> �, . . . , ' ��. � . � �..��� .. , � � � � � � �� �� ��. ._� �`. �f � <br /> �`.'- i � -� :�r <br /> � <br /> � ! � , � � i I I I �"" _ =�;.:- ,a;,.,�, <br /> � , � � <br /> ��. . � . � '� , . . .n. .: � , `- " x.- �``^�,.� r _ _s �r,.- <br /> - <br /> 1� 8 3 4° .: ,- .� � - �:- �_ ^� �� <br /> .� <br /> � � � ;�:.. w �. .-�... '��' 'E-'' <br /> i , ' � ,..: � .- �_� � <br /> ,,, ; <br /> � w . . ' , � <br /> I I � <br /> i <br /> 18'-6„ . 28'-3 1/2„ ' 18'-3„ 16'-101/4„ �, 9'-71/2„ . ; 9�_�„ 9�_�„ 19'-8„ i 19'-3 314,� . i ��__,, , ���`-. -r ,...> -,� � � _ -;� . �`�"f� r:. � <br /> _ � � � , . �.��_ ; - _ <br /> . <br /> � <br /> � ---- <br /> -�� , <br /> � `�� �~�. � ' � <br /> , <br /> . � <br /> ,� _'� .a`��- r�.a <br /> � - i i i i r/ - t� � <br /> / - ` -� � ,�, � <br /> . lC� . . . � . . �. { ..... ��. ..... . � .. ' ..... � ..... ��',. � ..... ..... ..... . '�'��,�^�-�`� j� sc . �..� _=,i / ..... �' � .. <br /> . Z - . . .... ..._. .... � � ' �� "�..n � �� <br /> � .� . . , :' . ..' �.�.�, ,'y.�- 'r.�f � � <br /> Q . � / � . . . � c�'.� � � <br /> � ( I � � �, �':= '� � � <br /> � 1 � � � � � � � 3 1 � �� � � 4 , 4.9� 5 ) � 5.3 , 6 �6. 1 i,6.4; � 7 � � ; 8 ) �s `��., � o <br /> � � � �, , � � � � � � a� o� <br /> � � � ��� � �� �� � � � � <br /> � � �� � � � , <br /> � SCALE: 1/8" = 1'-0„ SCALE: � <br /> a� � <br /> � -� � � � <br /> W 0 P1 PT Plan �2 ; � 3D P1 , � � � � <br /> � <br /> � <br /> � <br /> � ----- <br /> -- <br /> � <br /> � � � `� � � � <br /> °° � � N W <br /> � <br /> � - <br /> � � _ , GRAPHIC SCALE , <br /> � 0 8 0 4 8 16 <br /> . M Q . ... .. . .. . . . . ... .. .. .. .. . ... . ... . ..i. . ... . <br /> . � .� . . . . . . . . . . . . . . . . . ______ - . � <br /> . �. ['7 L . -- . . �� . . �. . . �� . . �� . . �� . . �� . . �� . . . . . �� . . �� . . �� . . � . . � . . �� . . �. . . . . . . � - � <br /> .. .. . .. .. .. .. . .. .. .. . . <br /> � m - _ <br /> o � <br /> -..D � - ... ..._. ...... ...... ...... ...... ...._ ...... ...... ...... ...... ..... ...... ...... ...._ ..... ..... (��� . $i O��\. ._ ..... ■ . il � � <br /> � � ` . - � <br /> MU .._ -__-_. _ -_ -__- ._ � . <br />