|
. I I
<br />. t
<br />I
<br />. .
<br />.
<br />.
<br />. .
<br />. I
<br />. I
<br />.
<br />� . I
<br />. I .
<br />� . I . .., , 1; . .. . . . � . . . I . . . . . . . I . . . . . I : ..� . . _.
<br />I . .I . I I . I . � . I - -�LJL .,-�,� , ,-.- , � - I I . . , . , - I - _ . . . I , , ,�, - . � I �.. . , . . I . .; ., . 1 . I . � � . I . I � I— I
<br />. ... I .� �, I., . - - . � .1 . ." - . . : . I - � I ., . . I I - p � .
<br />1 1 , - " " , � , L, , . - . . � 1. I �� ,i_, .. I . . . '. �, ;4k � -, . 1 , . , .,�. _ I 1_' 11 - - - , _� .
<br />1. I , ., , -
<br />� - I 11, �,� , �ii�,�,;-.,�:;� ,� �., � , �� . I � . .1 .
<br />- � . � k�� '. , . , . - � . ,
<br />�,�.,� � . , , � , ,� A !. ,,, � lit . -1 I., ,. , " I . - - 11. ;. . . � I . . . .
<br />I . � .. I IiL .. � I - I.,. Al", . I % ,n . , � 11 . I I . �. , , . . -,--- .- - , �
<br />_,� �,_-.�e..r . ,;� !7",;L;!�t.' ��A,W, li��.4��w :"o m I- �" `` 1�.Laj',�"1.��7'. _�!���,. -, ,-,�.,,,,,'�.'��,,,:'�;�.�,��,--.;;, .g.�_.,� -
<br />-A�;.�-�-4,uu.-��,��� kk.6;�&�"_dft 1- - I , , .��.�� , , � �, �a , i�- ""I�" """,��,i,, .. LI "I. .I. "Ilu - b, .,�, � -
<br />��,_,, �a�li_� - � _;�!,2,��,� , - - - � - ;i;z��,-� " '.� � -, - , �_.��i ;' , - � �`,��-,Izi.'-',itil � - ,�L
<br />��.,-,�-,�"--.�.,,,-.�-,�,._�.,�-1:��.",-..�- .L1._'1_!_..�.__1.:__, -, z-- � ft, - ,��4 , -,, . :.;� � -, , ", , � . . I:". . i,-.� I. -I . �-,. A , , i 'gi-j-, , '4 �_ ;.� - .4 1 ;4 1�i �,�,,,�,�� I ,z4i",Iii:;L� - , * t�;�QL;2�� ., � �, - . 1�
<br />_ ,F -.�, "'A. �e 4.,�i_ .?-� -�_ - -,F..;-- -.z - -,. .- .- -�--7
<br />- - _ ____ -------- - - - __ __ - ----.--. __ ___ _ -.- __ - __ . . - - . - . - - - - - - __ - - - - ,- __ - . , , . . _. - - - _ - - - - . . . - - . - __ - - . - - _ - - - _. - - - __ - - - - - - - - . - -_ .. . -_ - - - - -_ - - -_ .---- _. - - `A�__ - __ - _____ - - 's - . . - I - -_ -_ - - - - -_ - _�_-____;� . . - . . I I . I
<br />-.-- I ____ . __ - - ------- - ___ - ___ ______ - -.- __ ____ _____ �____.__ - x I
<br />.
<br />-
<br />.
<br />. .
<br />.
<br />. . .
<br />I . . .
<br />. .
<br />. .
<br />. � . .
<br />.
<br />.
<br />. .
<br />I
<br />. . :
<br />. I
<br />. .
<br />:� .
<br />.. -
<br />. I I
<br />I I �
<br />. . .
<br />. .
<br />. - I I
<br />I
<br />I 1. � .. .
<br />. . . .
<br />. .
<br />� � -
<br />.
<br />. . I .
<br />. .
<br />I .
<br />I. � I
<br />. .
<br />I . I
<br />. " '' -
<br />I . . .
<br />L � I . . . .
<br />; . . . I . ., � . . I
<br />I
<br />I . I . � .
<br />.11 . I I �
<br />� . . ��. . 1. I
<br />..... ... �
<br />.. . I � " - . . I . � . �
<br />I . I I I
<br />. I .� .
<br />I . �_,. . ; . .
<br />I ,� I I
<br />. I �� . . � I I
<br />I . . -
<br />. . I I � . .
<br />.. � ,.. :1 . i . 1. � . I 11 . .
<br />. 1 I j
<br />. . w 1 � � I . I .
<br />. . . I . � . .
<br />. I
<br />� I
<br />. .1 .
<br /> . .
<br />� 11 . I
<br />. � . I . . .
<br />. m . .
<br />. � .
<br />. � .
<br />I .
<br />. . � . . . I
<br />I .
<br />. � I . . I I . . . .
<br />1 . . .. . . .
<br />. '. :, , / , : . -. . . . . . . . I . .
<br />I
<br />. . , . I � I , , , , , -
<br />� . . ,� � I .
<br />I . , 1. � "I I .
<br />.
<br />I �� I . .. . . . I
<br />. � I I .
<br />- - 11
<br />. .
<br />I �
<br />.1
<br />. .
<br />.
<br />.
<br />.
<br />.
<br />.
<br />. .
<br />:� I
<br />I
<br />�, .
<br />.
<br />.
<br />. . . r
<br />. . . �
<br />. . .
<br />. .
<br />I .
<br />I . . . . .
<br />I
<br />�
<br />. . .
<br />. . 1�
<br />: I .
<br />. I .
<br />..
<br />. 1, � .
<br />. . I 1. .
<br />� .
<br />. .
<br />. I
<br />.. . . �
<br />. I
<br />. . .
<br />I .
<br />. . I
<br />. .
<br />I . I
<br />. .
<br />.
<br />. . . I
<br />I .. I
<br />. r ,
<br />I . .
<br />. � . . . .
<br />I
<br />. . � . .
<br />.. 1i
<br />. j
<br />I 1�
<br />.
<br />_�-.
<br />,.-.!,
<br />, i
<br />I -
<br />. .
<br />� .
<br />I "
<br />. 11
<br />.1.
<br />..
<br />I I
<br />.
<br />. I :
<br />. . I
<br />.
<br />I
<br />I . .
<br />. .
<br />I I
<br />. .
<br />. .
<br />. . I
<br />. I .
<br />: .
<br />! I I
<br />,
<br />. I . I
<br />. I . � .
<br />.. I
<br />. .
<br />. . ,
<br />, .
<br />11 -1
<br />. -
<br />.1 � . ,
<br />-
<br />� , .
<br />.�.
<br />". - �
<br />!
<br />. _��, ".
<br />.- ,:., .- :
<br />I . .1 I - � . � . . . .. � - I
<br />.1. �,� �,
<br />I .
<br />�:�, . - , I
<br />-'. ., % " : � , :
<br />� . ,� � " � - ,
<br />I . " I - � I ,
<br />� " "I �, �.. I I
<br />I " i
<br />" � I;., . . I
<br />. .. . ,�:", ,
<br />_1 11 I
<br />. , - -
<br />"-,,
<br />. 0"; . .� ., . , �
<br />, , , , , ,
<br />-,,,�,, I
<br />:,--,,,,.__. ,
<br />,
<br />I I I
<br />. 141*1;,�_11 1. .
<br />-
<br />, , " . -
<br />. I I
<br />I .:,., , "., 1
<br />, -
<br />. .-'�,,',�,'.
<br />,
<br />1_�,�,,,..'. %,., ,
<br />- - `� I.,
<br />I , � �4 - ,,,,
<br />- �1, , "
<br />� . ��,,:",F�� , ,
<br />. - . . , I �:: 2
<br />. . , �, - , �
<br />, I - :;� ", '.
<br />- 11 -
<br />., �1�1 ; /
<br />. -, `,�:�, , ,
<br />, -., -��': ': ��, �
<br />:,. ��
<br />. - , I , - / , �
<br />r, ��, . ,�,�, p .r . I .
<br />. I '. , , I .1 .
<br />I � . . � .
<br />I I - - I I .1 � I .� .. .
<br />. � . . . I . I .
<br />. .. . . I : -
<br />. I .
<br />1.
<br />. I I . .
<br />. � .
<br />.
<br />. I � .
<br />. , if I I I I
<br />-1? . -
<br />. I , � ,:,: - ,
<br />-
<br />. 1� _�!� I,; " , �
<br />-
<br />. , -I - , , I �
<br />,.)�;.- , "
<br />I . � i . .
<br />� . . . . I .�
<br />1: I I . , , . . I I .
<br />I . , I � 7 .
<br />. .
<br />I . I
<br />� I .
<br />. . � . . . . .
<br />I
<br />r , .- - -
<br />, ),",�,,� ��,� . , .
<br />. .I , �. 1.
<br />f', ;-� 1, :, , .
<br />I I
<br />I . . 1. I
<br />I . I
<br />. , � . - . I .
<br />. , . I .. : I I I
<br />, I
<br />� . . I
<br />, I I . . : I . .
<br />, I
<br />. .
<br />. . .
<br />.
<br />I :
<br />I I
<br />. . I . . . � .
<br />. . I
<br />.
<br />- . , P', ;� , �
<br />- ,
<br />, j .,,�; ,�., . ,,,, � , . �. I I
<br />, -
<br />, , ,
<br />. , ,4� �_ : , -, ,
<br />- - .
<br />. . I I . . -�. . I . I . .� . I I .
<br />I I I .
<br />I � � I I I
<br />. . . 11 , i � . . . . .
<br />.
<br />. I , .
<br />.
<br />I . , . . , . . .
<br />. ..
<br />� I
<br />I. - - I �- - . . , I
<br />, i � i " �",', A; il, .
<br />. . / - - I . . I
<br />- , , . . � . I
<br />. , - � . I I
<br />. ,� �� ; .1 I
<br />. ,� 'I, . q . . I . . .
<br />I I I I I . .. . . �
<br />. �
<br />. I �
<br />. I . I . . . .
<br />. . I
<br />,�,.'�V_1,
<br />- - � � -
<br />- , 1� �.,,� A- ,
<br />. / � ". , , , t. , . , , 1. � I , . .
<br />� -��, , -� , ., .
<br />I . . .
<br />I 11 I , � .
<br />. , I I .
<br />. , . . . 1�'. . . . .
<br />! . . , � , � .1 I I � I . . I
<br />. , . . :,.*,. , �'! . � .
<br />I � . I , , I
<br />- I
<br />. , � ,
<br />. I � I , . � I 1� � �
<br />. . � . . _. '.1 -1 , ,
<br />.
<br />, ._; � , , �
<br />, ��i,*.
<br />/ ,�,�� � I -
<br />�. , "
<br />. I.., & 11 : - il
<br />. - '�,`h - ,
<br />. I
<br />, I ,
<br />.�� : , . , . . I
<br />I I . I
<br />, I. . e� , - I I ��_, � . I . .
<br />, , - . . .
<br />. , ,.. . g - . .: I
<br />.
<br />I
<br />. � � I ,� , , 7 ! . .
<br />. �, ,!,., I . , .
<br />. I .� , ,
<br />I I ,
<br />� v�.W,
<br />/ . ': � , �..,
<br />� I . ',._%,.�.�A",. , .
<br />, f', , , '2"Aq . ,-�;- � , ,
<br />I . � �
<br />'..,�,,i�,�_"."�
<br />.", . . , I
<br />. - 1� - , � , , � .
<br />. ., "I k � .,
<br />I �, ,� _� � , ,., i .. �� �' � � , ""
<br />. : , � . . .
<br />.
<br />. .. . .
<br />, � � � I . I I I
<br />. , , . ,� ,
<br />, J; 1, �
<br />'N
<br />/ , -, 12 at..,� I
<br />I
<br />1�1 I � , �::�
<br />, , , . I -
<br />: i�e 1. , . �- :; � ��':. I ,, �' I
<br />: I - � i , - � .� " � .1 : I : 1, .
<br />, , �� . r � I �
<br />, ,
<br />,_ 11 I .
<br />� , � ;,, � . . . . , I . I .
<br />I �� , : _ f
<br />. . � I '. 1� I '. . . . -
<br />, I ,
<br />i . T,t'% ."._-I
<br />. ,wj,
<br />. � .
<br />I , .
<br />, :�!�?'� � � _-:1, 11�_.",'.2�
<br />� m . , . ,
<br />I , , � �. � ,
<br />I " " � � I �, . . . , I �
<br />�!, : j " , , j, � .1 :. � ./ .. - , , I .
<br />" . '�, �,;�%
<br />; , ", ", , :.' " "
<br />. - I � . .
<br />I I . . . .� I _. Y
<br />. '. . ., I
<br />. . I . j I ,
<br />, , , . . , �� . I I
<br />.: . , K,
<br />, I 5
<br />, .:�q -�:, " ,,,
<br />, �,j I "I.,:, ,,,�
<br />- , " 'I -�� ,
<br />- , ,
<br />" . �, .� ", - , -, .
<br />. � � " , - - � -, . �r � 0 , '. � ,�, , , , ,
<br />, , . .. . . I .
<br />, I
<br />, , �. - , , , I . , : . � � , I � -
<br />. ,� ,
<br />. . . . ,
<br />. ..
<br />. . I . .. , � - - - ? . . % /.
<br />. i � � . � , �
<br />. I .
<br />- . . I , - .
<br />� � � , �� , : I
<br />. . ,
<br />I 'I, I
<br />. I . � - . , , ,
<br />. . - , �'
<br />I � I - �;�f 1 .K." � - - I
<br />, I . ,
<br />I I ,
<br />. I . . . , , , . I . �
<br />r
<br />" �� , � : - � � - I . , � I
<br />. . , ; - , - r.. I ' ' � . - � '. 7 " " " , , ,
<br />. . ,
<br />I I , % . �' . I , . I I '! � . �_,
<br />1
<br />, " , , , , ,
<br />" -V : ` , : , , � �. ,
<br />; - : i � , ". I : 1
<br />. 1, I .
<br />.. � , � �,' , :�� m
<br />. .1 :. I - ,
<br />� " . . - I . .
<br />. , , , � I .
<br />'. 1�1 1, ., , , '. -, , .
<br />.
<br />!, .- � . ". ., I . � ., -
<br />. , , �
<br />�", jl f�',�."; , ". � I
<br />� '. ,4r - ,
<br />I , ,
<br />. . 1, :. ,,,�ci, - I tt, ,,, ",
<br />. _
<br />, . . �,g , , .-. , r
<br />,j.
<br />, -� - �.,.� , .
<br />. .
<br />4 � I . , , . - - . - " ; �.- .
<br />I �11�. - , I .11 I -11 . . � '." �. ,��21
<br />. � , , : � ;,. , " ..
<br />,
<br />'�
<br />. . I /,
<br />, � � I . .
<br />: , . , . � , , , � I
<br />. , ': , 3 m-"
<br />I , . - ,
<br />. : �Ik i$ "
<br />I - j
<br />. � ,�� N "� , ,
<br />", - I
<br />. I
<br />I . I 11�1
<br /> z � .. 1, �
<br />" , � �� , . , , � , � ! � : .--.,:,!��,�,,,`�.,�".-� :
<br />� q� : I . , — I . ., � �
<br />: , - ! � � I . . , ,
<br />,
<br />"
<br />. . .., I . , / . �
<br />. �
<br />I . - . . . � . . . . .
<br />'. L I , . I - . �
<br />I - 6 " - � I . . .
<br />. I I . . I , . .
<br />� -
<br />. I . �
<br />;', _U11 I
<br />- . � " , ti
<br />I r ., 16, . .
<br />. . .� r .
<br />I .. �, , .. " 'y;L , �4 ,
<br />. - "
<br />.. - , I � `,�',�,,�,`.�'n
<br />ik"
<br />, , , , � r , , . . , � '.5 . , �
<br />i - I I - I , , I �
<br />� . L ' . ; - � -,
<br />I . 1. , . - ." .
<br />I . , _ , , _ , , : '
<br />- , ,� 7" ,
<br />1 I I . . I I I
<br />. . I .
<br />; . I - I . : �
<br />� . , I I , :. I ., r
<br />" ,1_61L,
<br />- j, , �' .�
<br />. � - , .;, ;-, , L ,
<br />I � ' ' ., ` �! i ,k]
<br />� � , I
<br />- , � . . . � . , , �
<br />jL . . 'I L I , , , , �. . .
<br />� , .4 � ,� , , ,
<br />f � " � - , - - f, . : , . . , ,
<br />� � , '. � � ., � � , � ,
<br />. I , , p . .
<br />. ./I.. .: .
<br />I . :1
<br />: I
<br />: . . . 1. � �
<br />. . . .. -
<br />.1,
<br />I I- . "'qx L P, -`� -
<br />.1 -�j " a � I
<br />. I I ,,, �� �V,�, i
<br />, � � )r -, : "i '. I
<br />, , ,
<br />f, -- , ,_ e � � , � � " , , �,. , '. , : .. . .
<br />I ;�,� " i, - t 7� � " - . , ; . , , .: �, . : .
<br />, x , �, , L
<br />. - ' ; � I m
<br />' 't �' �. 'C ,�,, 'a " '� � I .
<br />,� _ , 'J"� . " L.�" " . , r ' , � I
<br />� 7'. . .
<br />� .. :,_
<br />`�' 'j
<br />. �
<br />� . . . - . I
<br />. 1� , I I
<br />. � I . I . I �
<br />. .
<br />. _
<br />� I . �
<br />: : , , � : , r / : "
<br />.
<br />_ ,
<br />, . : . . , " - I
<br />, " . I I . I -
<br />t. - �. I ,
<br />- , , ,$ �
<br />. , I 1 .."
<br />? �, A, -,,�
<br />�, , � ,
<br />.1 , � - I ,I- . . �'
<br />: . ; � , ,;
<br />... . i ,%f4l.�.
<br />i �, ,
<br />, , . r�.:
<br />, , , . . � ; � 1
<br />�,,� , �, 1. , % , - ,�:, , � ", " � � �
<br />� , " :-- " - ,�� " , % - . �
<br />, . - , , " � , . . .
<br />.. I , . ...I.- I . 11 . � . � '� , ' � ', � , .
<br />. 1:
<br />11� � . . � � - -, .
<br />I .i , _.� - �: �'�',�,' -'-'. , -, ,
<br />�, '�
<br />I I ., ..
<br />. ., .
<br />. �� . / , - ,
<br />I I ;. � I
<br />. I . I I. , I
<br />- . � -� � ; I .' . . ' L '
<br />, : � . , , . . , .
<br />, I . . . ;
<br />, , , - .
<br />. ,;, , I �
<br />. i 0. "
<br />. ' ' - j ., , (I �
<br />" ! 0,
<br />L ;��'*
<br />' ' �' ' :� '?
<br />I , JA L, "'
<br />,� j ,� , , � r - ��. " ;; , ,
<br />, "It % �1.
<br />, .��;
<br />,� i
<br />� � � j� ;, ,
<br />) -�!, �:� , � � - I' , � �, �:��,.'� !: ,�
<br />, ,,�. . ,,, '.. .. . , �
<br />. *11, " , I
<br />, I -� 1 �_ ,I : � r, . � , � , , , . � , - I
<br />i , 4 , , � , ' 11 ,, , .,% : : : i ..
<br />, L� , _ , , , , , - , ,��11 � , , . . � , '.
<br />,� , ,, . - � -
<br />, -
<br />, � . . , � r
<br />, - I ; .
<br />I . ", �
<br />. . . , . . . I
<br />, �� ; , �. : .
<br />. . , I
<br />, , ,
<br />., . , !-I , , " 1, .
<br />ri,W �
<br />f , �r ?. �� , ,
<br />. I �T , � , , '.
<br />� , , I j
<br />. . V. I ��,N� I t v
<br />- I " t'.
<br />. , I . ��,-�:� ,� ;
<br />4 , , - � I , i
<br />-
<br />, ,
<br />. . I ,,� , , " I
<br />, -
<br />. , ; �, � - ,-, -
<br />" . ' " ' ' ' ,
<br />, ,� �,,, '
<br />1. ' '; .' __r - .' -
<br />- , - ; , ." , , , ;, � �, . "" ' .'�' ." , _
<br />I � �. - , , , 5 , � " "ff o
<br />,
<br />A I " I "I I , ,
<br />, , - � , , . �
<br />� '-�_,
<br />. I - I . .
<br />, . .
<br />, � , . . ,
<br />; ' - , ,
<br />" . :
<br />L ' , : ; ' L �
<br />, , , I
<br />, - ,;
<br />- ' ,
<br />4I 2N ;-; , , �, ,
<br />11
<br />. �. . � r L 'Al �, I- 1'1�
<br />� , ji; .
<br />� , ; ,' ;011 ffipl,.��,11'1�� .
<br />, , " . ."
<br />", � , L I
<br />", I :.
<br />1 - ,- � ,I .
<br />': , . ': ; .
<br />. �'i�`-, � i�: � . . .- - ;� ! .. � : ,
<br />, , ., , -, i " , , ; � , .f .
<br />. � . "I . � .-
<br />-1 -,�, .." " , I I , � '.
<br />. , , I . .t ; � � . , . �
<br />� � :., ,'7 j" . ,
<br />� , ,
<br />. 1. � " , " , - ; , , , , , I
<br />. ! , � - I ; . , , , . I . . � ': .
<br />� I I . ,
<br />, -� "�
<br />, .
<br />. � I � , . I
<br />- � : ,
<br />. , � . , , . .
<br />i. :
<br />- r , . . - .
<br />' ' ' . I
<br />r . � . "
<br />, / .
<br />, L
<br />I I / , � . : ,
<br />. . , . . � .
<br />. _� 1�, .
<br />� . 0"', e �, -
<br />,
<br />"R . , , , i
<br />. I - " " '. 1'� W, � -
<br />. , � -
<br />C,A� , ,,, "
<br /> - . I I
<br />� ; , �`�.,,--r�,IA I - '.
<br />, � , .�' , I
<br />, . ., � � i,
<br />.1 I �
<br />- ; , , it
<br />I . ,4, � �1,,'�,��:�:,�
<br />,� -
<br />� , .. :, 'r ' ,' . I
<br />,,�: - .
<br />'� , � -, �� ", " - ' 'L' ' 'L; .
<br />I , - I. , ._ � L �' � , '., , I � . :
<br />, ,
<br />I ,
<br />I �w , .
<br />_ -.S�, -,""'.." "�,.,: .., t �� �_,- i " . : . 7: : ,
<br />. I . r
<br />. . .
<br />p . � . r , - :
<br />: � , , , . I
<br />, , , , :
<br />, / . � - . .
<br />- . - , : , - ; .
<br />. I I . .
<br />. - .... '1�1. . , - , . 11 I
<br />I
<br />, r � ?., , , �` , , i , ,
<br />. , ";
<br />�_R �� 'o . 1.
<br />..� -6:
<br />. . I . ,
<br />� , � �.l AX A - ,
<br />11 7
<br />I 1 �, � I I I
<br />. .11 - ,
<br />, . . � I .
<br />. �
<br />I , , ,�Z , , I .: .
<br />- �
<br />� : . I- ��, , .1 , ., � 1� __ "I, I. , : �;- � . I I
<br />, �
<br />' ' ., . .
<br />. f ii "� - � � , � I : , � . . �
<br />� .
<br />.�: " '; �` '_ �' , I � , �
<br />;! .'L:
<br />� I
<br />�_' � - � � '�'I! � !� ; - � I
<br />I I
<br />i , . I . , �
<br />, , " I i - � - ,
<br />,
<br />I ] � , , ? I r I �
<br />_ � , , . r
<br />- � � : I 11 . . .
<br />, / . .
<br />, '. . I �
<br />. , , , ,4 -
<br />,
<br />1 �
<br />I I I . - i I �P,��-_! .1
<br />. , . I �, 'f - � , .
<br />I -
<br />, 1, . - I ,
<br />. - i! .: ., �
<br />. �4 ,� w ,� !,� I
<br />L
<br />� "
<br />, A ,; �,, ,
<br />—A. . �
<br />. ,�, i ; !
<br />. I .. I .1 - �. '. , -F , ., , , , I
<br />. . , ,
<br />. � , - -
<br />. �.� ' L � , . . � I
<br />2 � � : 'L '. '� " %, 7 , :, . _. .�.' , .7 .
<br />�� . 7� L , I
<br />,� I I .1 . �
<br />, . . . I
<br />I - ., j .
<br />.. I .
<br />I � ' � .
<br />. /. . . ,
<br />. I . .
<br />I ,
<br />� , ,
<br />� 1 W L�,v�;,� � - �
<br />1, �, .
<br />� , .4 �
<br />. , , " .� ,� � , L.
<br />- ., - , , , , ,
<br />I � I �
<br />S
<br />. .
<br />I . I . '.. I . I I . L , , �
<br />! � - � 1� "'.. . . ., � . . . , . � .
<br />I. . . . , .
<br />� , I I � ,
<br />, . I . , . I I
<br />! r , � % � � _ . ,
<br />I ! � . . I �. , � , i . �* - -
<br />I , . 1, ; �
<br />. � , 1. � . w . � 1 ; , '2 -i I � . . . I I - .
<br />I , I - . ,
<br />- . , � . 7 . ,
<br />, Ir , . . .
<br />! , " . I I
<br />- . j � , , .� ,
<br />. , .
<br />I . . �
<br />, , / - , , . , I -- 4
<br />. � ! ,
<br />I .
<br />, . . .
<br />I I . ', . 1,
<br />. .
<br />, .
<br />, , I * "
<br />. r
<br />, � . I r� , � ��,,.!.: "', . r', , � �
<br />, �
<br />.
<br />. I . , 41 1 -1 '21 , .
<br />" I I . i
<br />. , , _ " , ,
<br />. I , �. , v- . . �
<br />. _k, 41�11A_.
<br />Iv.
<br />, , ;. . � . � �
<br />I . - , , � ,
<br />� , � : ,� �; . : , � , . .� : :: , �kl . � '. . �
<br />. . I � .
<br />, 11� : d il . . . , ' �
<br />:. - '
<br />.
<br />I . � I
<br />.
<br />/. *, . , , - -
<br />; '. , . . . . .
<br />. . I
<br />.�. ; ,
<br />I � , ,
<br />. . . . V xwl� I � , w� "
<br />. . � 1�, � - .r , -� .,
<br />I .1 ", f.", ;
<br />�� ,
<br />. . - r , I
<br />-'- �, � � %. '. , " '. 1, �
<br />f1� - , � � , . , �, , '. � I , . , , - � . , -
<br />t � , - - ,I I 1. I I . . . �
<br />� . I . - . . � .
<br />., - . I .
<br />I ' " ' ' '. . , . I I
<br />� 1 �
<br />'
<br />! . a : I I .
<br />. / I , ,
<br />'
<br />a . ,';K."�-
<br />. I . I
<br />.-, � _* I r, 11 .
<br />. -, i " ,,;, %� - ,
<br />, 'il,", ,
<br />- . � I , -� , -
<br />I .41_�ig� .;. �
<br />. ' , . , , �
<br />j. ' ; : T.., '_-, � " " I ! - �: L�� '. , . , I :
<br />� . , - �, ,% I .- - , - I , !, � 1:
<br />" - - j �
<br />i , , j-, t, ;". �, � � � � - ;, , � ., i:
<br />�
<br />� , . �
<br />�
<br />1 L ' ,
<br />. .
<br />I . ;
<br />., . , , . , I
<br />, , .
<br />..
<br />� '!'.' " ,
<br />,;� 0 I .
<br />. - I
<br />. , - �� I I 11 1, - :
<br />. . . .,� � � ,.1. � - . �
<br />-"
<br />. I ., . �- I � . , I
<br />. �. , � . I
<br />. I � , 0 . ,
<br />�
<br />. L" �
<br />, m . . . � .
<br />. � - . � . I
<br />. I , � I � , � : . I
<br />- ; .
<br />.% . ", " . - I � I I i
<br />- - - .1
<br />. I
<br />: .
<br />. . . -
<br />I .
<br />... ."S.,!',,�`
<br />. , -
<br />I . , ,�`.�,4p"..,,.! , ,
<br />-
<br />.. ; 7� , .
<br />- 1 .,
<br />. -, - I - I
<br />, . "�,� .,.,�,,', . "
<br />� , �
<br />�5 �� , ,_ . ,r .
<br />I . L . . . .
<br />I . . , I
<br />I I I
<br />� - ., , � � � I . . 11 I 11
<br />I . . I .
<br />r . . j . � . . . I
<br />� .. I ;� � I I . 11
<br />. I I ,
<br />. . .
<br />.
<br />, I . .
<br />. . . I
<br />. '
<br />� - 4 ' ' '.: �r' : '
<br />! � "':,�; - �� , .
<br />,
<br />- �, �r., , . . .
<br />. , I
<br />.
<br />I" .. , ; I :
<br />. � I �
<br />I r. .. . . I
<br />, ., ..
<br />�, - . I .
<br />. - . I .1
<br />. . . ,
<br />,,, i 4 . I . � I
<br />I .
<br />�, � . " . I .
<br />I � ,, , ! � � .
<br />. . . � . , � � . I I : , . . . , . I , .
<br />. . � � . I . � � I "
<br />I I
<br />� .
<br />I . . I I . . I I
<br />- , , I . � . I '. I/ I .
<br />�: � � , L I I I
<br />I . , I . ! " : , , . I
<br />. I I . , .
<br />� I �
<br />I . I I . . . . : ' ' "' � '
<br />, i r : � j
<br />� " , ; , . I I . � I . I I I
<br />I , ,� � . .� � . i , - .
<br />I
<br />I , � , . I I , r
<br />� .
<br />� . I
<br />I � . . . , .
<br />� I r I I . . , I . / I .
<br />� , I I ; L . , � I � . I
<br />;. . � ,; �, . . . I
<br />. I I
<br />I I I � . .
<br />. r I � . I
<br />. . I - L .
<br />. I
<br />- I . - .
<br />. . � m i
<br />. I � . I
<br />. � . . . I . . . �
<br />I I �
<br />. , . . . . I
<br />� . . .
<br />. I . I I
<br />I . i
<br />. . . .
<br />� I . � I .
<br />- . I-
<br />.
<br />� . . � I
<br />. . I
<br />. . .
<br />. I
<br />. .
<br />.
<br />� . . .
<br />I .
<br />. . I I
<br />. . . .
<br />:
<br />t .
<br />. . .
<br />- I
<br />i �
<br />.
<br />; . I
<br />I
<br />I I . I
<br />� .
<br />.
<br />I . . . �
<br />. .
<br />.. . . . I
<br />. . I I
<br />. . I .
<br />� � . �
<br />. � L
<br />I I
<br />I .
<br />.
<br />. .
<br />. .
<br />. :
<br />. .
<br />. I I
<br />�
<br />I
<br />I
<br />. � , .
<br />�
<br />. ,
<br />, I . .
<br />.
<br />: ; ; - " � I ., , , � .
<br />: i,r . 1, .
<br />- I I �
<br />� il� �, � .
<br />�" !, , , . - - ;
<br />. -, , I I . � , .
<br />� , I �
<br />%. , , " ,
<br />� t . � N .1" ,; : � -
<br />-
<br />�� ,�,,,' � ,!, : :
<br />* , ,
<br />I
<br />'. I .11� . '. , I
<br />. . � ,��!� ,�,.;! � ,
<br />L . - �
<br />:: �-r - .r
<br />. I * - � � 1'�,, , " .1 .
<br />-
<br />I - i , �:� , , . , I
<br />I , , , � ,,, 4 ,
<br />, - ,�r!, ,,,
<br />- . � 11 � ": � . "
<br />, ,
<br />. - .
<br />. ,; � �
<br />, ,
<br />- ,e , "; I .
<br />. � _. ; I . .
<br />. , _:, "i
<br />. . ,:, ` .� , . . ,
<br />� , . . � � - � .
<br />I . ,
<br />. r I I � I
<br />'j", - I
<br />, 1 ' : .' �_ ' � !
<br />I r '� , I .
<br />.: ; I . I
<br />I : , ) , . ,
<br />. � . .
<br />. , , , " ;. : : ! ,
<br />. . .
<br />I I .
<br />. . L C
<br />. � I ,
<br />- ,
<br />. % �� .. ! I
<br />, .
<br />. . , " , , I
<br />. I � i
<br />- � 1. I
<br />. . I .
<br />. . - . I
<br />. .
<br />. .
<br />. , I . .
<br />I I
<br />. . .
<br />.
<br />. � . .
<br />. . . .
<br />. I
<br />'. . ,
<br />. I . . I
<br />.
<br />1. - .
<br />.
<br />� � . I .
<br />I . . I .
<br />. .
<br />. . .
<br />. , .
<br />� , � d , . I . ,
<br />. . �
<br />. I
<br />�� � I ,
<br />. . .
<br />- r , . I
<br />� I r' r
<br />. , , r
<br />I I � :
<br />�
<br />� I - . .
<br />� . j , I
<br />. I - I
<br />. I
<br />I , � - - I
<br />I �' I
<br />� ..
<br />�
<br />I : 1;11,
<br />� I I . I
<br />- ". I
<br />I I.
<br />I I
<br />. . . .
<br />. .
<br />� .
<br />� I
<br />.
<br />GENERAL NOTES
<br />( .
<br />I
<br />GENERAL,
<br />I SPECIFIED BOLT TENSIONS VISUALLY AND BY USING THE FEELER
<br />�
<br />ALL TYPICAL DETAIL WN
<br />GAUGE AS "NO GO" INSPECTION ON A FEW BOLTS tN EACH
<br />MIENSIONS SHOM RELATING TO EXISTING STRUCTURES SHALL BE
<br />CONNECT I ON 0 0 PERCENT OR TWO BOL TS. WH I CHEVER I S GREATER) .
<br />FIELD -VERIFIED BY THE CONTRACTOR.
<br />5. ALL LIW'S SHALL BE OF THE SAME SURFACE CONDITION, EITHER
<br />"REATHERED" OR "BRIGHT."
<br />ANCE WITH THE BUILDING CODE. THE
<br />L BOLTS (TCB)-. TCB MU
<br />OLT TENSION PER TABLE 3, "STRUCTURAL
<br />DESIGNATION. IN THE CASE OF CONFLICTING REQUIREMENTS,
<br />OLTS", (-O. -20%). TO ENSURE QUALITY CONTROL, TEST A
<br />I LTS FOR EACH GRADE. D!AMETER, AND TYPE FOR EACH
<br />TANDARDS:
<br />I THE J08 ON A SKIDMORE--WILHELM BOLT -TENSION
<br />I CALIBRATOR (98TC) AT THE JOB SITE DURING ERECTION. IN ADDITION TO
<br />IFORM BUILDING CODE, 1991 EDITION (INCLUDING THE CITY OF
<br />CH GRADE. DIAMETER
<br />EVERETT BUILDING CODE AMENDMENTS)
<br />I OR ACTUALLY BEING
<br />AISC . AMERICAN INSTITUTE OF STEEL CONSTRUCTION. "SPECIFICATION FOR
<br />I TC UNTIL THE TORQU
<br />i
<br />STRUCTURAL STEEL BUILDING5." JUNE 1. 1989.
<br />1 SW9
<br />C "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR
<br />I MUM
<br />STRUCT. JOINTS A490 BOLTS", NOVEMBER 13. 1985
<br />1 AL TIGHTENING OF ALL HIGH -STRENGTH
<br />AWS.D1.1 AMERICAN WELDING SOCIETY D1.1-90, "STRUCTURAL WELDING CODE
<br />1. MULTIBOLT JOINT. DRAW TOGETHER ALL T O A "SNUG
<br />. N BY PARTIALLY TIG 11 11
<br />9
<br />- J I LLL
<br />AWS D1. 3 CIETY D1.3-89. "STRUCTURAL WELDING CODE
<br />-SHEET STEEL"
<br />AWS A2.4 AMERICAN WELDING SOCIETY A2.4-86, "SYMBOLS FOR WELDING AND
<br />AISI ME TEEL INSTITUTE, "SPECIFICATIONS FOR THE
<br />RAL MEMBERS," AUGUST 19,
<br />1986
<br />ASTM ME E
<br />.
<br />DRILLED -IN COkCRETE ANCHORS (DICA):
<br />MBER, AND SPACING AS SHOWN
<br />ON THE DRAWINGS, S HLT[ "KWIK-BOLT-11" (ICBO 44627), "WEJ-IT
<br />ANCHOR BOLT" ( ICBO 41 821 ) OR "I TW RAMSET/RED HEAD TRUBOLT WEDGE ANCHORS" (ICBO
<br />01372). MINIMUM EMBEDMENT DEPTH SHALL RS UNLESS OTHERWISE
<br />NONSHRINIK GROUT FOR BASE PLATES:
<br />MU
<br />I ILDERS'
<br />"MASTER FLOW 713, " S IKA CORPORATION'S "SIKAGROUT 212, " BURKE COMPANY' S
<br />SHRINK GROUT." OR APPROVED EQUAL. GROUT SHALL BE MIXED,
<br />NUFACTURER'S PRINTED
<br />INSTRUCTIONS.
<br />STM A53, TYPES E OR S, GRADE B, FY - 35 KSI.
<br />. WE
<br />LT -UP MEMBERS SHALL
<br />BE PER AWS D1 . I . ALL STEEL SHALL BE SHOP PRIMED, SSPC PAINT SPECIFICATION 815 TYPEI
<br />. REDOXIDE PAINT.
<br />WE WE
<br />OFF I C I ALS) CERT I F I ED %IELDERS AND I N ACCORDANCE W[ TH AWS D1 . I . VIELDS SHOWN ON
<br />THE DRAWINGS ARE T MU
<br />MU
<br />MU SILE STRENGTH : 70
<br />'S TESTING AGENCY
<br />FOR REVIEW BEFORE STARTING FABRICATION OR ERECTION. ALL COMPLETE- PENETRATION
<br />ALL HIGH-STRENGT
<br />I
<br />T ON THE STRUCTURAL
<br />HF CONTRACTOR MAY
<br />LOAD INDICATOR WAS
<br />BE PROVIDED WITH L
<br />ALL BE RESPONSIBLE FOR THE COORDINATION OF THE SELECTION
<br />$
<br />R AIDS; WELDING
<br />Q
<br />.
<br />A. NUTS AND WASHERS. AS YELL As rHEIR
<br />Q
<br />EDITION OF "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490
<br />BOLTS," EXCEPT T ION OF "TURN -OF -NUT TIGHTENING" WILL NOT
<br />1.
<br />I RAPH 5D, "TIGHTENING BY USE OF
<br />DRAWINGS.
<br />2. LOAD-IND[CATOR WASHERS (LIW) OR TENSION BOLTS (ICB) SHALL BE USED
<br />SHALL BE SUPPLIE0. PROV!DING TENSIONS
<br />I MU
<br />ABLE 3, 'STRUCTURAL JOINTS US:NG
<br />OLTS", (-O. - 20%).
<br />1. IFIED TEST REPORTS OF AT
<br />CH HEAT SUPPLIED T
<br />LL HIGH -STRENGTH BOLTS IN
<br />MLILTI-BOLT CONNECTIONS, DRAW IOGETHER ALL THE PLIES OF STEEL BY
<br />P ING LIW PROTRUSIONS DURING "SNUG TIGHT"
<br />I
<br />EN THEY ARE FINALLY
<br />TIGHTENED. THE TE OGRESS SYSTEMATICALLY FROM
<br />. )
<br />QI
<br />4.
<br />H
<br />UE-OFF SPLINE. AFTER A SNUG -TIGHT CONDITION
<br />MP
<br />OGRESSI
<br />I PART OF rHE JOINT TO ITS FREE EDGE.
<br />1 2. THE ITL NEED NOT BE PRESENT DURING THE ENTIRE INSTALLATION AND
<br />I TION, PROVIDED TH
<br />IRT OF BOLTING. INS
<br />I FORMANCE WITH PLANS AND SPECIFICATIONS,
<br />I
<br />i ME Q
<br />ICTED 100 PERCENT OF THE HIGH -STRENGTH BOLTS
<br />I PT AS NOTED BELOW, IT WILL
<br />I PERLY INSTALLED B
<br />LINE HAS TWISTED OFF.
<br />I
<br />I ARGE, MULTIBOLT, MULTIROW CONNECTIONS FOR PIJSSIBLE
<br />1 ONS DUE TO FIT -UP PROBLEMS.
<br />,
<br />I 1. PUTE REGARDING FI T TENSIONS
<br />T, A CALIBRATED TORQUE WRENCH SHALL BE USED TO
<br />; LATION AS OUTLINED IN SECTION 6(D)4 OF ."STRUCTURAL
<br />I . "
<br />I
<br />I
<br />I
<br />I
<br />D LL BE 1-112 INCH 20 SHALL
<br />OF ALL DECK UNITS. STEEL DECK AND ALL OF IT� FLASHINGS SHALL
<br />EEL SHALI HAVE RECEIVED, BEFORE BEING
<br />FORMED, A METAL PROT ZINC CONFORMING TO ASTM A 525-G90. ALL
<br />I WS D1 . 3. LIN ITS SHALL SPAN FOUR SUPPORTS
<br />�
<br />I
<br />I D TS BY NO. 12-24 T/4 OR T/5 TEK SCREWS AT 6"
<br />: ON CENTER PER 3' -0" OF WIDTH. WHERE TWO UNITS ABUT, EACH UNIT SHALL BE SO
<br />I
<br />i
<br />I WE 14 X 3/4 INCH T/I TEK SCREWS AT 12" ON
<br />I v -.0
<br />S
<br />I TEK SCREWS AT V-0" ON
<br />.
<br />I
<br />I
<br />I
<br />i
<br />! WERE STEEL MEMBERS ARE PARALLEL TO THE DECK FLUTES AND AT THE SAME
<br />I
<br />I UD
<br />i E B, H.H. ROBERTSON TYPE
<br />!
<br />i
<br />I
<br />!
<br />.
<br />. CATED, AND ERECTED IN ACCORDANCE WITH THE
<br />� 11 CATIONS" OF THE AMERICAN STEEL JOIST INSTITUTE AND SHALL BE
<br />i NG SHOM ON PLANS. J
<br />I I
<br />I RICATION. ALL JOISTS SHALL BE SHOP PRIMED, SSPC PAINT SPECIFICATION
<br />1 *15 TYPE] REDOXIDF PAINT.
<br />I
<br />I
<br />I METAL FASTENERS:
<br />I
<br />I DRILLING SELF -TAPPING FASTENERS. OF SIZE,, NUMBER. AND SPACING'
<br />I TS" ([CBO 03056) OR
<br />! 12" DIAMETER O.D. WASHERS FOR ALL T/4 AND
<br />i '_
<br />I T/5 FASTENERS. ALL FASTENERS SHALL BE COATED WITH THE CORROSION RESISTANT
<br />i "CLIMASEAL".
<br />i
<br />� MEZZANINE
<br />.
<br />I
<br />I
<br />I
<br />I
<br />f 20 IPSF
<br />�
<br />t
<br />I LL BE IN ACCORDANC
<br />! (ZONE 3). Z -- .3. 1 -- I .O. C -- 2.75, Rw -- 4. LATERAL FORCES ARE CARRIED BY THE
<br />I LLS. MOMENTS, SHEARS, AND ROTATIONAL FORCES ARE
<br />I
<br />� I
<br />! DEFORMATION.
<br />I
<br />� MISCELLANEOUS:
<br />�
<br />,
<br />i
<br />�
<br />� EATMENT, AND DIMENSIONS NOT SHOM. REF
<br />i
<br />I CONDUITS, ETC., NOT SHOWN. MERE SECTIONS ARE INDICATE
<br />I
<br />I G NUMBER THUS, 1/S-3, THE INDICATED SECTION (1) IS SHOWN ON
<br />I STRUCTURAL DRAWING S-3,
<br />�
<br />:
<br />:
<br />� 1. CONTRACTOR.
<br />I
<br />'
<br />i .
<br />i ING STEEL FRAME. LATERAL
<br />.
<br />; BILITY ARE CARRIE
<br />i
<br />I
<br />. Q
<br />;
<br />. LOCAL STABILITY OF OTHER ELEMENTS (SUCH AS BEAMS, COLUMNS, AND WALLS), IF. DUE
<br />i SE STABILITY ELEME E, THE
<br />i I STRUCTURAL ENGIN WH
<br />I Q
<br />!
<br />I
<br />I
<br />i
<br />I
<br />I
<br />I
<br />I
<br />I . .
<br />i . -
<br />.
<br />I __ - .- - - ..-- .- _. - . i
<br />THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION PER UBC SECTION 306. THESE
<br />I ERTIFIED BY THE CITY OF
<br />i
<br />I
<br />I
<br />I
<br />ITEM
<br />-
<br />1 1
<br />I
<br />2
<br />ANCHOR BOLTS. HEADED STUDS
<br />� I
<br />(EXCEPT AT BEAM -TO -DECK) INSTALLATION, I
<br />i
<br />I
<br />1
<br />I
<br />i
<br />I
<br />I
<br />4
<br />- - -
<br />I
<br />I
<br />i
<br />WELDING
<br />B. ALL FIELD WELDING. IN0-.UDING WELDING I
<br />I5
<br />I
<br />EEL. FXCEPT AS FOLLOWS; I
<br />WH STkSSES ARE LESS .
<br />I
<br />THAN 50% OF ALLOWABLE
<br />WED I
<br />I
<br />WELDED STUDS MAY HAVE PERIODIC SPECIAL I
<br />I--------.,----
<br />.
<br />I I
<br />6
<br />- 1
<br />FOR PROCEDURES FO I
<br />.
<br />1
<br />7
<br />I
<br />1 8
<br />I
<br />I
<br />I 9
<br />. I I
<br />. i
<br />I 10
<br />SPRAY -APPLIED FIREPROOFING
<br />i !
<br />I
<br />I 11
<br />___ -
<br />P [LING, DRILLED PIERS AND
<br />I i
<br />i
<br />.
<br />i
<br />. 12
<br />I
<br />I I
<br />I
<br />I 1 3
<br />SPECIAL GRADING. EXCAVATION &
<br />i
<br />i
<br />I
<br />1
<br />�
<br />—4
<br />1 14
<br />E
<br />A, DRILLED- IN CONCRETE ANCHORS: I
<br />I
<br />I INSPECTION SHALL I
<br />SERVATION OF
<br />I
<br />I
<br />CINGS. EDGE I
<br />SION TESTING I
<br />I
<br />WN I
<br />I
<br />STRUCTURAL DRAWINGS, 1
<br />;
<br />B.
<br />VE KILLED I
<br />I
<br />ING AND OBSERVE ;
<br />I .
<br />1
<br />ROUT AND ANCHORS. i
<br />-----4
<br />t
<br />� - - - : , SEE PLAN
<br />� � - - - - :=�
<br />I—=- I I I I 1-= " 2 4--7 --7,
<br />1 -A J J - I I I I _171 I
<br />& _Z� __S"" c_�t_3"e_Z�,53K
<br />'. 2 E_ SEE PLAN 4
<br />53LH1 48G1
<br />Ic
<br />q
<br />I- of rn
<br />26-61' 3 3
<br />__a_+.4_ SEE PLAN .
<br />:= ;= 00 - - -
<br />* * � � � � I
<br />I %* w 1___j L 1. t, 1, 1, 1, 1, ___12 0: ,
<br />I -1 -1 - = LLz128 PLIF , I
<br />i 1 1-17
<br />F r I -I -1 I II - - DL:84 PLF " %. .90 5.7K
<br />Zy- - - - - ---& S___" a
<br />_�, L __7 e_ SEE PLAN , 1
<br />53 LH2 46 G2 .
<br />r I I I I [ I t F__j LL--74 PLF
<br />I I I I [ 1 1117 DL-z48 PLF
<br />a --A
<br />I
<br />_L I
<br />1,
<br />53 LH3
<br />[ [ j I I= 1_0194 PLF
<br />F I -1 -i _1 I I I DL-- 46PLF
<br />6 --L
<br />-1 SEE PLAN _�
<br />53 LH4
<br />LH JOISTS
<br />.
<br />SEE PLAN
<br />'L
<br />"r
<br />m a) al ai vi 0i cn cn
<br />�
<br />"-,"
<br />-1 _T1 'I % , %" 4,8K
<br />S___1 e- �" i , tfm�,_
<br />I-- . . � .
<br />48 G3
<br />SEE PLAN
<br />qT qT "T qT ,Kr lqr
<br />-7i I � I 11
<br />,e:�� . _. - ,J. %10 rallill 3.3K
<br />.
<br />,
<br />48 G4
<br />NOTES:
<br />1. VERIFY ALL BRIDGING AND BRACING SIZES AND LOCATIONS FOR THE DESIGN OF THE JOIST/GIRDERS
<br />FRAMING SYSTEM,
<br />i 2. THE METAL DECK 15 SUPPORTED OFF THE BOTTOM CHORD OF THE MEMBERS. DESIGN ALL JOIST/GIRDERS
<br />� FOR THEIR UNSUPPORTED LENGTHS BASED ON THE BRIDGING, BRACING AND INFORMATION ON THE DRAWINGS.
<br />i 3. DIMENSIONS ARE t TO t OF GRIDS, SEE PLAN FOR END CONDITIONS.
<br />�
<br />� 4. ALL AXIAL LOADS ARE APPLIED AT THE BOTTOM CHORD OF THE GIRDERS AND RESISTED AT THE SOUTH
<br />I ND CONNECTION, UNO. AXIAL LOADS ARE EARTHQUAKE DRAG STRUT LOADS.
<br />1 5. ALL DIMENSIONS RELATING TO EXISTING STRUCTURES SHALL BE FIELD VERIFIED BY THE CONTRACTOR.
<br />I
<br />I
<br />�_________________ - --- _____ -_ - --- - - ____-_ ______ _________________________
<br />I
<br />I JOIST/GIRDER LOADING DIAGRAMS
<br />I—, _____ , - _ -,-,- -, _ ____ ,-- " - - - - ------- - - - - ___ , " , , , - , , - - __ _ - __ - - - -
<br />I . I .
<br />I . I
<br />i
<br />I I ,
<br />I AD DIAGRAMS
<br />� . I
<br />�
<br />I I &9MG WW hIAGMSSON RWAN INC
<br />II ,�nv�f" 311"1441414,;.,i Em"It
<br />i �
<br />. � 1411 ;1f1h A,#", &At$ 20 S441114 0 W01-2341
<br />f WAI 297 1200 ;41 QD61623-26D1
<br />! i
<br />i �
<br />,
<br />! . I ---"----" - F_�� 7
<br />. - __
<br />�
<br />- .�
<br />I 3.8 I . _�' ___7 -, -_
<br />I : 7 _==_ -:i----7 - ---
<br />i I 2A . - - - ; - .. — i __ I
<br />i. � . . . . — - __` .— �
<br />I i 113: LIS ,A C,-N----1 - .1, J-�.,
<br />I i qx rrl -A It. ! - ; - - - - - 1� - -_ I . - - -_ - . T I
<br />I � . Q� __ __T__E__f__
<br />I. i 400 __�__
<br />I i '
<br />I /ONAt.. "�� _�_
<br />I . —
<br />a
<br />�
<br />-
<br />I . I I EXPIRES 10 - /23/93 -1 ; _Z. I: I--
<br />.
<br />I I sHEET � �, rc If-. I,+-
<br />! . - - -
<br />- I - __ - .
<br />; S:,.[ rx�Sllpr .1'
<br />I VOTT P"_p CO. I;
<br />-ENT, Aa . -6 E3E
<br />SCOTT PAPER CO IC,tf,� -
<br />! L_�Ll CtLV FfR I'VE
<br />I , T 1_.w_,_1E ;7rp *. ci�-
<br />__ _ -o,)AIU7�, WD '�FTk PNE7
<br />I S-1 _____ __ -1111, T __ waSmNGTON . - _a� ,
<br />., ir., _--, -� , ;.,rz i !,�-,
<br />I - - - - -_ - -_ -_ -_ -_ --- : t - -N �,_'F � � 7 cq
<br />PARENT ROLL STORAGE ""�_.C.VEI_
<br />!_ 1.
<br />—
<br />� � . . I �7.m.----Mk--------- BUILDING __Ict AS NOTED
<br />. r;-,------- V LF .E
<br />� .. t 6.5-92_- FIRE PROTECTION UPGRADE
<br />. " ,
<br />I — ! __ __ __ __ __ -_ __ - __ - � - � - - ! - - - __ - - - - - - - - - - __ - - - __ - - . . - . ---- , - -- - - - - - ,���'j,�___ - . - ___ _A;!Mn__��-AZ_' _i7l_4 --'-
<br />.
<br />I I ! I ISSUED FOR PERMIT 1 6-26-92� BJM - SHEET - - of __ _� " AAW' 6 W,E - - __ - ___
<br />. . . - . - . -
<br />- - - . i� __ , - --- --l- - t - - --- --- __ - _ - __ _ - - - - ------ - , , . - - - . . k , " 1, - 'ZI ,,�. 1, r �v-_ , ,,.. L
<br />I . . .
<br />: . --- ----- i .--.-. . ISSUED FOR GMP __ 1 - : j
<br />I _ f--.-,��T---t---------- ------- ---- -- - - ----- ------- ------ :._ * , . : I
<br />I I t4Ez*F;�V,CE L*��Ah.'x_6 I I t�!-_', ".1j, _!, ! 11 I
<br />, -
<br />,
<br />+ .
<br />.
<br />I
<br />I .
<br />,
<br />I
<br />a
<br />I
<br />I
<br />� -
<br />;
<br />.
<br />.
<br />I
<br />.
<br />.
<br />.
<br />I . �,
<br />.
<br />I
<br />i
<br />I
<br />I
<br />.
<br />1. I
<br />.
<br />.
<br />.
<br />�
<br />. I
<br />I -
<br />.
<br />1: -
<br />.
<br />-
<br />I
<br />� .
<br />.
<br />,
<br />I I— . .
<br />,
<br />, . �..,. 1.
<br />, ;.1
<br />.
<br /> p .
<br />�L;'-.- .
<br />,
<br />� . .
<br />�7 ,,,
<br />. E: " -:t �.
<br />- % "., -, I
<br />..-: - "
<br />�;L:�, .
<br />�
<br />.
<br />��'��L
<br />,
<br />�'.�'�', .
<br />� ,.,� .
<br />I
<br />; 41,
<br />�'_'_�, I'! I
<br />��,.;. .
<br />�- -_'. I
<br />A�. ��
<br />:, -
<br />I �ir! . �
<br />. ,;, - .
<br />�
<br />.
<br />.
<br />��'Z� I
<br />.
<br />�`
<br />',.,,: ,,
<br />. I
<br />" �L' ",
<br />. F11 ,
<br />:V_
<br />I
<br />,z,�,,, .
<br />;,, ;
<br />�;-�;
<br />,
<br />I 1�11'
<br />;�,,
<br />1 ,�-,, ',"'.,
<br />1� I -
<br />. : �r"""`,"�', I
<br />, . .
<br />1. �V' .
<br />V� �
<br />7�_'.'
<br />, :
<br />I
<br />�� , .1..
<br />. ,
<br />`11'�ill � .- .
<br />, ,��,
<br />..�,,`:, : .
<br />1-1
<br />*i.!�., .
<br />,.2.. I I I .
<br />.
<br />.�
<br />!��,;i
<br />,
<br />j", _ L
<br />�: ,�
<br />-
<br />o;
<br />r11
<br />��,N .1� - -
<br />,
<br />I , '.�'.
<br />W'.� .
<br />I 11, .
<br />,;Z4' '
<br />. �!!:�. ;
<br />�,�, " ,;.
<br />. L .
<br />., - - � ,
<br />,
<br />� ,
<br />,
<br />.... 1�. I
<br />�
<br />I'; ' L .
<br />I-
<br />.
<br />I :, .
<br />::, .
<br />.
<br />I .
<br />11 �
<br />'. , I
<br />I
<br />. .
<br />,
<br />I
<br />-1 I
<br />. I
<br />11
<br />I �
<br />I ,
<br />.
<br />.
<br />�, . �
<br />�.
<br />�_,:, .
<br />, �
<br />,
<br />�; L .
<br />I
<br />�
<br />,
<br />.
<br />.
<br />.
<br />.
<br />-
<br />.
<br />; r . I ..
<br />11
<br />. I I
<br />.
<br />-
<br />. .
<br />,
<br />..
<br />. I
<br />�" . -
<br />,
<br />- .
<br />I
<br />.
<br />, I
<br />.
<br />I �
<br />;� ,
<br />.
<br />., ,�� . . . .
<br />I
<br />� -
<br />. L�,..
<br />I
<br />. .
<br />,
<br />.
<br />.-
<br />� I -
<br />- :
<br />� x 11
<br />11, I
<br />. 14' , I
<br />, 4; , .
<br />. .. �
<br />�1_14 : L
<br />��%�� 1
<br />J��171'1. ,
<br />js� -1 I
<br />I
<br />, I
<br />I
<br />L. '. 1�- I
<br />C . I .
<br />'. "'. , ,
<br />,
<br />�_ r7 �
<br />.. 1 ,
<br />� , , , -
<br />; , , ,�
<br />- I .� �,
<br />.
<br />.
<br />.
<br />- ,
<br />.
<br />, . I
<br />I -
<br />1: 1'. � 4�, ": . , . . .
<br />. ,
<br />� .
<br />� � ..
<br />,.i �, , .
<br />�... " �
<br />. I , ' L .
<br />� I _1
<br />� -
<br />. �,
<br />, � � .
<br />,�.- ,
<br />� I -
<br />.
<br />, , , � , . �., " . I L
<br />I I
<br />, , ,
<br />. . , .
<br />I . ,
<br />, � � 2'. � , . , , . .
<br />, , � . �,
<br />. i -
<br />� . I I— , I �� .
<br />: .�, " '
<br />I . �L�
<br />; . I
<br />- :
<br />, ,:� . .
<br />.
<br />I': , I . ,�, �. . .
<br />,. `;�� 1, , ,
<br />:.. I
<br />. F , , . "
<br />, I � :1 . ,
<br />� �
<br />. � �:, 4 ;., ..
<br />, �� , . . - . �. -
<br />� . L'�� �
<br />" .� , :
<br />.
<br />i ,� . , I � I .
<br />. �
<br />. ,
<br />� _. .
<br />i , ' :, ' :
<br />.� . �� I L - � .
<br />r ., '.
<br />. i� � . . I .. �
<br />�
<br />I .
<br />., %�, -,-,-. � . .
<br />�i - , . .
<br />� . ". , , 2
<br />.
<br />I . .
<br />� �, �
<br />1,
<br />.
<br />. .
<br />I I
<br />. I
<br />I I : �
<br />� I
<br />. ; . . I I
<br />i I
<br />,
<br />, . I
<br />. L
<br />� �.,
<br />, �
<br />I � I ,
<br />. I
<br />: ; I
<br />. .,� I . .
<br />� . : , .
<br />,
<br />.p I .
<br />L
<br />.
<br />.
<br />.
<br />I �
<br />.
<br />. : .
<br />, , . . I
<br />� � .
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />.
<br />. .
<br />� �
<br />-
<br />. I- I
<br />,
<br />'. �
<br />, .
<br />�..
<br />.
<br />L � r
<br />I
<br />I
<br />I
<br />� ,
<br />. L
<br />.1
<br />,
<br />I
<br />-
<br />�
<br />.
<br />I
<br />.
<br />r
<br />.;
<br />�
<br />� .
<br />:�
<br />i
<br />�� .
<br />.
<br />,
<br />I I
<br />11 I
<br />'i :
<br />I
<br />,�
<br />�'
<br />.
<br />,
<br />�
<br />,
<br />.
<br />,
<br />I
<br />I
<br />.
<br />I
<br />�
<br />I
<br />.
<br />—
<br />- - - _ _.. __.______.1(a,co FE "fi,al A-t* - ----------. - ___ l'
<br />------.-----.--.-----,-..--..---..----,----- ---..-�-------.-----------------,-- -.-,-.----.. _____._____-_-________ . ___ upwiIII111"Fir
<br />.A - - __ -.-- . .. - I _ _. .- -------- - __ - . . .- . � _ --.A. - k- _.. I . __ � ..- .. - � -1: I
<br /> __ - .
<br />. ___ . . T�'.'!,rtft. _�--- -, . ....... ___,rr . 1� -_
<br />---------- .. i�til�i�iit�_ - - . mamw� — _001m.11 .� , _� 'I I ii., ------ - - 1. I -All--.. '!.� _,-'. . - - *-- C-11 601��4'4�Rk� :i N .. I . . ; �
<br />. It'll I . 2 - 41 6 . a - . . - I � . ,-14rVxAP"LW 2VeW.WiellimIM.M.�7 - ,,� i i W - - - wpm,%. .11my"'4:'M .�AW440.s�- 01-144i ; I I .,- I I .
<br />tag a 714� - .�Lmu�,�
<br />,
<br />- I
<br />; I I , , , 'kt, IF THIS NIC1t0Fn= DOLTNIENT IS ro
<br />I I , . 0 � ,
<br />,_ " CLEAA THU THIS NMCE, IT IS DUE TO %%L * 14113 ow I . .
<br />"I � : - � ___�_ -.".- - . � I . . . L .
<br />.
<br />� : THK QUALITY OF THE (ORIGINAL DOCUMMT I.. . . I � .
<br />; , X. . � . . - _ ". . I I I . �
<br />i�1111111111111111 111111111111111111111`1111111 I I I III III 11 11 III [IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII III I I III I III I I 111MI 11 " .3��--�, _-.---zmm%mft . .. . :
<br />r,
<br />,
<br />... I . . L
<br />� I .
<br />. ..
<br />J_ IIL:m I, I .;
<br />11,121,11,1311,11,14 A,q 9 . I � . .
<br />41111 liiiil,51,11,1161,11,17111illsillill$9 1111111 11,111,111, 21,11,1131,11,141,11,15 61,11,1171,111, 81111jil 0 1 1
<br />,111111 lit 1111 III MI Jill III Jill Jill it 1111111 ,
<br />_- , --- _4 �_, III I 1111 (11 1111 III 11 I I 11 I [I 1111111,1111 11111 .
<br />. _ .- - -.-14.11?-� , _ - - � . - - -, ---. , .. 1. ___1 - - - I - I ... . r -,: '. . - ' 'L
<br />.
<br />,
<br />. .
<br />.
<br />.
<br />I
<br />. � L I . . I
<br />I
<br />. I I .
<br />.
<br />I . I : I . (
<br />. I . I
<br />. .
<br />
|