|
�
<br /> I I
<br /> M
<br /> . . ' � � � � � . .. ... .. .... ,„.... ..,:u. ..... .,. _, .. � � O .
<br /> .. .,...... ..M�
<br /> . . .�..,".. � ,,............................w.... . ... . .... _ ._.....,_,. ._,
<br /> .. . . � _ - . - ,._._........ ....._...., .......«...,.......�._..,....._ .., .�...:_._ .........._., ....... . ,..,..........._, ....."_�,._.__7.._._....._..........._ ._.._... .. ...... ......... .. . . ... . . � W
<br /> - - - - - W 21 x 44* W 21 x 44` � °'
<br /> a ��
<br /> . , 4 � O 3 �0
<br /> TYP S3.01 S3.01 ( S3.02 � � o M o
<br /> � Q��
<br /> TYP � f ^ ��z
<br /> j V o"'�
<br /> � O Z ��a
<br /> � � ( � N�o
<br /> � 20 LH 11051823 � _ � _
<br /> ��a
<br /> ;v a `/ cn°'~
<br /> , . . ' � . . . � . � . . \ � F N� .
<br /> ' . � . . . . . . . . - . . � . � . � . . . �C^D � N � . � . .
<br /> M W'�
<br /> . . . . . � . . i:J . W Z F-
<br /> . . . . � . . . . . . . . � , . ,� .� � � Q ti �
<br /> 20 GA BH•36 COMPOSITE FLOOR DECK W! 2" � N
<br /> _.. ._ _..
<br /> NORMAL WEIGHT CONC TOPPING(3Yz"TOTAL � �` '�
<br /> THICKNESS)-FACTORY PAINT WHITE-REINF W/ TYP � �
<br /> � 6x6 W1.4xW1.4 AT CL TOPPING-SAWCUT JOINTS IN 2 � _ ^ #`
<br /> � SLAB PER STRUCTURAL NOTE 3.13.4 S3.02 � o � ��
<br /> W 24 x 55' W 24 x 55` S3.02 � �tt �
<br /> I I _�.. _.� .._._ _ _. �_.__ _.__ -.._�.____ _ . __..__. • �
<br /> __ .. _. _. . _. _
<br /> __ .___._ _ _ $ 5
<br /> �
<br /> 0 � �
<br /> L ■ � � -
<br /> 8 � � � ,
<br /> 3 TYP S3,01 TYP ` ^ L �
<br /> I..L ^ ,
<br /> I S3.03 S3.01 � W � � .
<br /> � � �
<br /> J `
<br /> �
<br /> � � � �
<br /> I I � . 18 LH 7041428 W � N
<br /> N � �
<br /> , OPEN FOR PRE-ENG STEEL STAIR � � � � �r ^ �
<br /> � � � ��
<br /> � � � V 1 � �
<br /> W � >
<br /> TYP BTWN JST TYP AT JST SIM TYP FF ELEV 3 4 3 T6P TYP �
<br /> N
<br /> 2 4 8 =+14'-0"(REF) TYP 8 S3.02 S3.01 S3.02 S3.02 2 �� ` �
<br /> 1 1 �'' W � ,
<br /> 5 S4A2 nP S3.01 I S3.01 S3.02 1 -a F
<br /> S3.01 S3.03 ' S3.01
<br /> S3.01
<br /> I W 18 x 35' I W 18 x 35* W 18 x 35* W 18 x 35* W 21 x 44* W 21 x 44' S3A2 - � .
<br /> __...._ ____�._. ..__. .__�.... _.._... ........ . . ._...__ _ .__._.__.._.�.. _. ._�.__. _.�.._.�...___... ..__ ....._. ..�. __ -
<br /> __. _. �._..��_ __._. _�..._,_ _...�.�... ...._.__ _...�.....�.. _ _ � _.
<br /> _ ._._ . . ��. _ �........ �.. ..� _._�.�
<br /> ____.. ._._... _.... ___ . _......__.._...._ _ _._.. _ . _
<br /> _v �_.__ _. . ,�. � �� a--+ o
<br /> ___.._ . _. ....._ :.. ._ _.._... _......_ _�... __ . . _. �._�....._. .. ..... . . �__ .. __. _�.,
<br /> _._..._..._�..__..._ _:._.. ._...__......._.. ._.... . _ _..�.. . ......... �..._......._.. �_ __.. __.....� � _.. __... . __.__ _
<br /> .� • _`- --�_�.. � ._._______�.._: __ r,t.�:;� . _.�,.. € . ;., �-.�.�. _� � � �
<br /> _>-_._.. �. �_.._ _. __ _ _..... .
<br /> __..
<br /> _�_�..�_� __.__ __ ._ . .�_____�____._ _ ___�_ .__�__ � �
<br /> � -_ _
<br /> � rn
<br /> :� _
<br /> F ' � 4_.
<br /> .._
<br /> >..__
<br /> � �� � _.. . f , •� J
<br /> � � N . . . ( ._.
<br /> � J � ,, �, ___._v..._ �_� � ,` X TYP �
<br /> X , _�.__ ...._..._. _3 o S3.02 �,� a �;
<br /> `� � ^ ,
<br /> _
<br /> 1.�
<br /> f ' � �'� �
<br /> �_l �; � �� ........_ W10x1 � 1 _ _ _.._
<br /> �, �
<br /> TYP 2 TYP 4 __ � w.�f '� ,; � :;, S3.02 ..____.� ..��� _. : � ,
<br /> W �
<br /> S3.01 S3.02 � W 10 x 12 �# �� ' � ;� .�,�. L, � c
<br /> ■�
<br /> � ..� � � � �; 5 � ; � � �, �� ■� � �
<br /> . ; S3.0 � _,�� � � �:m� ::: 5 `: S3.02 N � � � 3 � � � '� � � W ¢
<br /> f
<br /> � � � �
<br /> �' � � ; � S3.02 ' ` X �
<br /> S3.02 E � � � � � � X �� ' �� , � I ��. m_ 18 LH 703/428 � ^
<br /> � ..�,..�_ �_� � � 18 LH 7031428 � � ��� � �
<br /> S3.01 3 �:� �
<br /> _ ..
<br /> � � �� ;� �� �� _�: -:.� W12x14 � S3.01 0 � � �
<br /> 3 W12x14 � �I.. �� 1 f` .� 3
<br /> � 5 S �, j N N � X `�.
<br /> S3.01 � __�..
<br /> �� 3 ;..._. _-�__ 3
<br /> 18 LH 7031428 O3 "W�`�T DESIGN JOIST FOR 2800#POINT LOAD 2 ,� _v S3.01 N N S3.01 � � OPEN FOR PRE-ENG (2)#4 x 120' � �°' � m
<br /> �� _�___�._..__
<br /> __ �
<br /> TYP 2 #4 x 60'CONT � T � o
<br /> ; ,7 �., N S3.0 3 o X X = STEEL STAIR � L '- O
<br /> (2)#4 x 80' , X riioo X � X S3A TYP TYP � ) o � p � CONT �� a v 4 � .
<br /> °-�-- � «, �: f
<br /> CONT � � �' � � � r M o ., 0 6 g 6 � i: ��w � � � � � � � � � � �
<br /> �...,,,
<br /> � ' 7'-103" � � � �f � ��� r .._.._ S3.02 , S3.02 S3.02 °�, 3 � 1 _ �
<br /> � � �
<br /> �.
<br /> _ >, „ : � �;
<br /> � 8 -- --.._ f 9� _ .__. ._ ....�.� _.__... _ ___ . __. _. _:.�.-1 g_ _.._.. o ��.:s
<br /> � .,. ,. ,.�'�: � 3 ..�.� � ��. ._'�� ���
<br /> � , _� _, _...__.,�.___._, � oo�'� __._� __.. ..__.... .__.__�. _�........._ ___.._._,,.. S3.02 � � 3>��o o� ���
<br /> :
<br /> .�..__:._�..__.__�..�.�.__._.�_� �_,.� -__._:�:�, * _. � �� �: W 18 X 40`. _� _ a> �.,:
<br /> ,� ,v-�,w,_ �..._ �
<br /> _ _ _ _ * _. _ ._.
<br /> � __ _ _....._� ____.__ _.._ _ _ * .__... _ _',� _ ..:W....1:8..x_4Q _... � . _ �� � _ �::::. ._, W 21 x 48 _ __. _ � _
<br /> �. W 14 26._.._.___ VIf....18 x.40 . W 18 x 35 � z o� �
<br /> � � � � � � � � � W 24 x 55` e W 21 x 44* �� _.. __ _.. __. _ ._.._ .. , � _ �...�.. _..._ ... _ ,� �� _._ 9.5 3���o��
<br /> 1.
<br /> � ���4 0
<br /> � . � �i � � _ . � . . � QF���LL� S�'
<br /> S3.02 �'g. � ,� E; ����w�w
<br /> �'L 3 TYP a �� 2 �' ' 3 � Q¢�Zaa� �"
<br /> . ' � S3.01 �! S3.02 �� � S3.02 �� `a��, � zo<===o �
<br /> S3.02
<br /> � ; � �, i; i O o� � �'� r � N���o�
<br /> , o 0
<br /> ; � � ��'�,, TYP ; TYP � . t � i � i `��,�,��'�� ���'x��i � z��z�3o
<br /> � ' � � �'-,. � � � �: � � _�.. ____��___ � � �<�a� F
<br /> � � �
<br /> _ .. �,
<br /> �� < ; :` � _________ _ _....v .___.__,. _._ . ____�_..__�.�____. _�._ __
<br /> � � � � .. ,,��, �,-...,,, 42 ,-'""� � - _ � � w��o���
<br /> � �i� �-.a � d ���
<br /> � 18 LH 6861417 ,,. �- ., , ,; ,�'� �� �t � �I� �� �_� F � � o a "� o a���N�a
<br /> 18 LH 703/ 8 0
<br /> �
<br /> � . . : � . ,..,, ,. :: ..'i� t ;: . . �E : � �� � � . _.._.._. .._.__.....,...,....___.._.._ W_._...__..... . � . N �?� ' � O w N�oo�w m .
<br /> :
<br /> , �.. ,� st� S .� 1 •' '.� (n
<br /> , �.. . . . .. . .. _ ..._
<br /> .
<br /> �
<br /> ,s:� _ �3 ,� � { � �� Wf � ,�� w��' � ,���o�
<br /> ; ._,.. �;-� °,. ............�. _.+ I{i is � =t Ez,.-�� _`�.:.._..-w7€� ���i��' _. . . -� � ____.., ... _ _ _ 'CS' S w -,���� .
<br /> W<..__.. ,;.. _. �:��_ ,,�_t. __W.�_. .._.___...: 3,- _ l
<br /> 1 .�,ry 1W.; �:�....._ ., _ >: z ,a, � i �
<br /> ,. .. -_.�...w-,w..__�_�� �
<br /> ,�a---..� � �.�. --� __, -� � �
<br /> , _ �_
<br /> � :
<br /> ; _..._ � _< TYP �,�o�,��� ,
<br /> i .._. ��.� �:. _._,._ __._.. _...�_.. ��_ ..�..... _. _
<br /> -
<br /> � ,°��
<br /> , P �o�
<br /> �__._.. .. __ __
<br /> __.__w_.� --.
<br /> �...,..�. � €. 3 � �.._w��_� SIM _ _ ._ _..__
<br /> _ _._.._ ..�._.
<br /> r � _...::,:� SIM
<br /> __u__ �_._. �.� __---�
<br /> �
<br /> ;'
<br /> 6 V Z �
<br /> ,�.....v„v
<br /> � � . ( . . . - . . . . - o .
<br /> . „.,,,,,.,,, - -..,......., '� � �Z F¢�Z
<br /> . � . - � €. �I . . . . . . .53.02 � ;'' � zaa �<�
<br /> 6
<br /> ..��. q 6
<br /> � E� ��� � �� q �
<br /> �r O���V �
<br /> � � . .... _ .....,,���..............� .
<br /> � ........... ............ p .,,..�"
<br /> �p�F Z�w
<br /> � � � � � � �_..-�
<br /> SJ.OL � J3.O2 � o�w�zQ�a �
<br /> ��.�..,� �
<br /> .........
<br /> � � �x � � W 21 x 44' W 18 x 40* � � � �,..........W 21„x 44* � W 21 x�44`_.....��- � W 18 x 40* �..._�. . . __��._ W 18 x 40' W 18 x 40� S3.02 € ���<o `
<br /> W 18 35
<br /> �___� _ ... .��..�__
<br /> ._�._.�.._. _.. �. ..__
<br /> _�_.�._ _, , �._ -
<br /> _ ��_�._._ _.�e,.M�. .. _.�-.__
<br /> ._.W._M_..... _....__._
<br /> 10 � � ,� ���� : �ff�
<br /> �....:.s: . �. , �:.�r.�. ..�;
<br /> � _..._ _...w __MN._� -
<br /> s
<br /> ...: .
<br /> .,. �..�r�.,
<br /> __.�._........ .. _...w
<br /> w_�_M.�. __�._
<br /> �.___
<br /> ��. _..._.�.._..__.
<br /> . S3.02 �m.�.. � ._...__ ____...
<br /> . $ _..�, .__W... _,
<br /> w,�.,,., � ..... . ....„,�
<br /> ,...... ....„,--,..
<br /> �;
<br /> r �
<br /> �
<br /> 2 ..�.... ! T�� _ ..�.�--� � � ,, 18 LH 7031428 �
<br /> _ ,�...� S3.01 "
<br /> ��� 6 S3.02 ....,..� y� W�.. .
<br /> o � � � ' ' �
<br /> ��` TYP OPEN FOR � -
<br /> � , S3A2 �,, .._� , -
<br /> ,,....,� �`"`�� ``'
<br /> �.,.
<br /> z �
<br /> .
<br /> �
<br /> v_._.
<br /> . ,,. TYP q _ELEV
<br /> _....._. .._. . _ _
<br /> , . �
<br /> ;- �, _.... W 10 x 12 }
<br /> ....,. __.___v x
<br /> , _._. _._� __.r.__ t
<br /> �
<br /> 3 � � � '�
<br /> . � . . � � � . . . N ..__ ., _�.,�__ ._.._..... .._._. . �....e. . . .
<br /> . . ....---' � _ � . ._...... < j
<br /> .. � w_-^'� €;
<br /> .,..�,........e �.J."'" � j 7: ( � .�� � gf"�i� O � � � �
<br /> � __...��_.� �, _ < _ S3.01 � � r.�. ___��_.. _ '� `V ��
<br /> ; -.--�-....- - � E <o � 18 LH 7031428 N 18 LH 7031428 _ o N o; *
<br /> 18 LH 6861417 18 LH 703l428 � � 18 LH 937I658 � __.... , 1„ ' ' _ � .
<br /> � � � X 8-88_..�..� TYP � � _..�. _.. ��_ a � � � o ��h,
<br /> E.. �' � N ; � r,'r� - � � �
<br /> . .. . 4 . . . �. [� � � i 3 . � ..1 3°C�..;' 3��� � � �\
<br /> 3 Z �/�
<br /> i, ~�`'� . . ti . ! 3 � . . . � . . � � y/ ./� M N
<br /> � X � �/� Y�
<br /> ; -� ` ` � � � � +� H N
<br /> r � � � � � � � � � � � � � = rYP = �
<br /> 7 4; cn �
<br /> � ...__.v_ _ T3p _ T3P � S3.02 i: � � � � 1� � � � Q �
<br /> �. ' ��
<br /> * S3.01 N S3.02 �.. �------� `Y'°? W 21 x 68' W 21 x 44` W 21 x 44` 53.02 ``' a � '��
<br /> W24x62* W24x62* � W21x48 � ~
<br /> � �_ Q
<br /> i W21x44' W10x121� � � � �a$�
<br /> ��.. 10.5 ���._�� ��, �_ ��
<br /> � , �� W 16x26 � , �' 3 5 5 � . �.. w ,_.,, , .; .. �
<br /> S3.02 g _
<br /> � � ,
<br /> . S3.01 2 ; _.. �. :, S3.01 S3.03 . S3.03 �
<br /> ,
<br /> _..__._._
<br /> ` TYP
<br /> S3.02 � �� �
<br /> �, .. �� � �
<br /> �E z �
<br /> ; 5
<br /> � TYP �� � W10x12 ��_y' g 6 ' �
<br /> � TYP �� d. ° n S3.02 � S3.03 S3.03 ��; �v a
<br /> � � � ; c� d. ca �� p *� �� a.� g �
<br /> � _.; _o � X � TYP�� _ , 18 LH 703/428 O3 � � aYi a � �
<br /> 18 LH 686l417 3 18 LH 703/428 3 = � _ � � q � ��
<br /> . . . O O ' . J J % � J � � _.m CV � . � . p. ' � U ^'��� .
<br /> � `� OPEN , � , � �
<br /> / ` / �._� . _ a�s_____� ao � „_-� x "i .
<br /> ¥ �__� � �
<br /> �' �P i� �' s� � �
<br /> . ` �' 4 . � ..
<br /> � � O w Q O S3.02 � 1 � o r..
<br /> �; � �� �
<br /> � . { . . . . j� . . �E � . . O L VI t3
<br /> � ��
<br /> . ..� . ' . �. . ..,.... ..__..............._,. .._. ._........,.�...,............" " _.:.....,......,...�..__...._.�.. ...,..,.,...,_.. ...... . . .. . . ....... ._.., . �
<br /> : :
<br /> .__� ._�.�_ _.__� _.__�____ �� _��___�____..__�_ _ ____���._�__ __.�________�.� F _ _�__
<br /> .______�.
<br /> _.
<br /> z
<br /> �_..� _ _______�__ .�_.._ ..______ _� __.__ �_ _�._�______ _�.___ �. �.��
<br /> m � _ __ __ ,
<br /> _�_._ . }.. ... ...._ _.... v ...�.. . �.�._.._�_ __ ...._ ._ �.. _. .. _ y� - �, _,f.
<br /> _._
<br /> ,.
<br /> __.. _ _ _...._....__ � _ ..__._...__.._ _. .___.._� �._ �.�_.� �_�_:� �:-�c�.__�...�.. __.__.:, . .,r_._::. _-_�y __._..�.,_ . _ _
<br /> _. ..
<br /> _,_.. .. .
<br /> ....._ „_.... .......... _..__ , _.. _.. ____ _ _ _................_._.... . _
<br /> ::_ ..�._� ,;.._...__..�._, _.._____._...._r: O ;
<br /> ._:... .�,_._._._ ,,._..�.._ .,,_.. .._ ._...,,,., .____ : ��..�._____;t�-----�-__�._,: a�---.V...-,.:,__..___� , ,..___...____.. _.; _ _._..,.
<br /> ,._.___-_--,: =.
<br /> ..._ __ ;
<br /> _.. �
<br /> _.... .._ :;,........_ ._i, ..:.. .... _ ,__ _
<br /> _ _ .��--- �;.�. _�;�;.� � � _., m�_ � � �
<br /> _�..._ _.�,....:� .�.
<br /> � � � � � � � � �� � � �
<br /> � 2 � 8 6 2 1 1 �� � a ..
<br /> S3.03 S3.03 S3.01 S3.01 S3.01 S3.03 S3.03 S3.01 -Q
<br /> TYP AT JST TYP BTWN JST TYP AT JST TYP BTWN JST � c ¢ F; -
<br /> a� �
<br /> OPEN FOR PRE-ENG STEEL � � � Q
<br /> / � �� � �� � „ � �� � �� STAIR 26,�,� 2g���� 26'-4° � a°'i N
<br /> 25-8 26-0 26-4 26-4 26-4 �°� � �
<br /> '�
<br /> 210'-0,� ����L��^� � ,. =�
<br /> _ _ ��e. 4. �,.,
<br /> � A B.5 C C.5 D D.5 E E.5 F
<br /> �
<br /> �
<br /> Z
<br /> W
<br /> �
<br /> . � s` -
<br /> o >�
<br /> W � ,
<br /> � FLOOR FRAMING NOTES: �
<br /> a > �;
<br /> 8. STEEL JOISTS MAY HAVE NON-STANDARD BEARING HEIGHTS,STEEL DETAILER TO 13. STEEL JOIST MANUFACTURER SHALL LOCATE,SIZE AND PROVIDE ERECTION BOLTS AS s E C O N D F L O O R F RA M 1 N G P LA N � EAS T -
<br /> � � � � �
<br /> 1. SEE SHEET S0.01 FOR STRUCTURAL NOTES.SEE SHEET S0.03 FOR TESTING AND COORDINATE HEIGHT OF BEARING SEAT WITH STEEL JOIST MANUFACTURER. REQUIRED, STEEL DETAILER SHALL COORDINATE LOCATION OF BOLT HOLES IN ALL CAP � '� } �
<br /> INSPECTION NOTES.SEE SHEET S0.05 FOR TYPICAL DETAILS. PL,EMBEDS,ETC. z � Z �
<br /> ao � � wN �
<br /> 9. STEEL JOIST SUPPLIER TO PROVIDE BRIDGING FOR JOISTS PER STEEL JOIST INSTITUTE �/H�� _ 'I�-O�� o � a � o
<br /> 2. ALL BEAMS SHALL HAVE NO CAMBER UNLESS INDICATED BY C=X"ON PLAN, WHERE X"IS AND MANUFACTURERS RECOMMENDATIONS. 14. ATTACH FLOOR DECK TO SUPPORTS AS FOLLOWS UNO:AT SUPPORTS PERPENDICULAR •� `
<br /> THE REQUIRED CAMBER IN INCHES. TO FLUTES:112"DIA.PUDDLE WELDS AT(4)WELDS PER 36"WIDE SHEET,AT SUPPORTS 4 a 4 °' �
<br /> 10. FOR OPENINGS IN STEEL FLOOR DECK NOT SHOWN SEE DETAIL 81S0.03 PARALLEL TO FLUTES:1/2"DIA.PUDDLE WELDS AT 12"O.C.,SIDE SEAM ATTACHMENT: �
<br /> . . . . � . .. . . � i.`Z'... �f� � � �� .
<br /> 3. VERIFY ALL?OP OF BEAM AND TOP OF WALL ELEVATIONS WITH ARCHITECTURAL BUTTON PUNCH AT 18"O.C. � ta�� y �" '
<br /> DRAWINGS. 11. STEEL JOIST MANUFACTURER SHALL DESIGN STEEL JOISTS AND JOIST GIRDERS FOR � � � °
<br /> LOADS DUE TO SPRWKLER SYSTEM. CONTRACTOR SHALL COORDINATE AND PROVIDE 15. JOIST MANUFACTURER SHALL CAMBER ALl LONG SPAN FLOOR JOISTS(SPANS GREATER ���
<br /> fl��" m{� ��
<br /> 4. VERIFY ALL DOOR AND WINDOW WIDTHS AND HEIGHTS WITH ARCHITECTURAL DRAWINGS. JOIST MANUFACTURER WITH MAGNITUDE AND LOCATION OF LOADS. THAN 20'-0")FOR 0.75 TIMES THE DEAD LOAD DEFLECTION UNLESS NOTED OTHERWISE. ������� � T� �
<br /> �� a�
<br /> � . . . . . . ,� .,� � ki�}3`s�3�k .. � ■ � .
<br /> 5. VERIFY SIZE AND LOCATION OF ALL MECHANICAL PENETRATIONS WITH ARCHITECTURAL 12. STEEL JOIST MANUFACTURER SHALL DESIGN STEEL JOISTS AND JOIST GIRDERS FOR ANY 16. ASTERISK(`j INDICATES BEAMS WHICH ARE LOCATED WITH TOP OF STEEL ELEVATIONS 5" `�' N ���`�' � [v N
<br /> AND MECHANICAL DRAWINGS. ADDITIONAL SPECIAL LOADS AS INDICATED ON THE STRUCTURAL DRAWINGS.THESE BELOW FLOOR DECK TO SUPPORT TYPICAL FLOOR JOISTS. ■ ' • � � �
<br /> � ' LOADS SHALL INCLUDE SNOW DRIFTING,MECHANICAL EQUIPMENT,AXIAL SEISMIC
<br /> , _._. • � o
<br /> 6. ALL JOIST SPACINGS SHALL BE 8'-0"MAX UNLESS NOTED OTHERWISE. FORCES,CHORD FORCES,ETC. AXIAL LOADS IN JOIST AND GIRDER TOP CHORDS AS �� z
<br /> INDICATED,SEE GRIDEWJOIST AXIAL LOAD SCHEDULE S1.31. T A c o rn A•sEarr�E•sPo�uNE•rRi-ciTiEs � � ( n �
<br /> +, a� V /
<br /> 7. ATTACH NON NON-LOAD BEARING WALLS TO CONCRETE TOPPED DECK WITH POWER
<br /> 2215 North 30th Street,Suite 200 Tacoma,WA 98403 ' �
<br /> ACTUATED FASTENERS AT 16"OC AND WALLS BELOW PER DETAIL 71S0.03 � N
<br /> 253.3832422 TE� 253.383.2572 Fnx www.ahbl.com �
<br /> � � ��.���m �"�.:� ...i����..>������`���
<br />
|