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<br /> 1TLBI K
<br /> 4YASSEAL
<br /> WCLSEAL
<br /> 7 Y2" 71�"
<br /> � COL HSS COL PER PLAN
<br /> COL � F� %4 x 18 x 1'-6" W/ 4 �4"
<br /> TO R 1 4 ( DIAMETER BOLTS WITH HILTI HIT
<br /> HY 200 ADHESIVE. BOLTS TO BE
<br /> � ASTM F1554 GR. 55 MIN
<br /> CLOSURE PIECE I EMBEDMENT INTO FOOTING 13"
<br /> � �n 7 �» v�
<br /> i 1/2" NON-SHRINK
<br /> z
<br /> � COL � GROUT �
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<br /> I HY 200 ADHESIVE. BOLTS TO BE ° � �� �
<br /> ASTM F1554 GR. 55 MIN W4.0 x W4.0 6x6 AT
<br /> a � �� °� SLAB MID HT. " a
<br /> CLOSURE PIECE � EMBEDMENT INTO FOOTING 13" � � � � � � �
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<br /> . , �° 5/24/I
<br /> 2 x �2" SUBSURFACE GRADE
<br /> SMOOTH BORE CONDUITS
<br /> A ICONIC MARKER F�OTING - S�HEME 1 A ICONIC MARKER FUOTING - SCHEME 2
<br /> 1" = 1'-0" �,> _ �'-p"
<br /> NOTES: 7 }�" 7 Y2"
<br /> THIS SCHEME MUST ALSO INCLUDE THE 2 CONDUITS AS SHOWN BELOW
<br /> � COL HSS COL PER PLAN
<br /> 7 J�" 7 1�"
<br /> � COL HSS COL PER PLAN GOL � R %4 x 1$ x 1`-6" Wf 4-3/4" �
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<br /> I 200 ADHESIVE. BOLTS TO BE ASTM �
<br /> COL R 3/4 x 18 x 1'-6" W/ 4-3/4" � � F1554 GR. 55 MlN. EMBEDMENT INTO
<br /> � o Tp f� � DIAMETER BOLTS WITH HI�TI HIT HY � � � FOOTING 13"
<br /> � 1/4 I 200 ADHESIVE. BOLTS TO BE ASTM W CLOSURE PIECE �
<br /> �
<br /> � �y � �� � � F1554 GR. 55 MIN. EMBEDMENT INTO W �' �" NON-SHRINK �
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<br /> �- � 200 ADHESIVE. BOLTS TO BE ASTM F � � � � � . �
<br /> o � F1554 GR. 55 MIN. EMBEDMENT INTO a ' 9 � . � � � Z
<br /> T w » W 4.0 x W 4.0 6 x 6 A T R O U G H E N E D J O I N T S
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<br /> 3 W/ 2-1/2 DIA BOLTS �
<br /> � W/ HiLTi HIT HY200 ADHESIVE. BOLTS = � z Z
<br /> � TO BE ASTM F1554 GR. 55. MIN � � Q�
<br /> �, EMBEDMENT INTO �� �COL �
<br /> j FOOTING = 6 � � „ �Q
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<br /> � � 3/��� '
<br /> Y , Snohom►sh County Piann�ng &
<br /> 1/2" NON-SHRINK I W4.Q x W4.0 6x6 AT SLAB MID HT., Development Services � �
<br /> CONTINUOUS UNDER COLUMN.
<br /> � GROUT � - -�
<br /> .` (� ������ ����������� APPROVED FOR CONSTRUCTION
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<br /> .a . . a � ,a � � �. . : . , �� � � ��,,. � ,�1 a r ������ �, By: �..
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<br /> � � �,. a. . � 4.� . . :° - . e . i � ��x<����;._����, ��' R/W Permit No.
<br /> �. FOUNDAT�UN N�TES - . � .. . °,� HanmiGlobal Partner
<br /> r� d' a. i a • oa��ra��,:� ��.;tc�szrsra p�l�L.���3/�:t�'�
<br /> � � � . , � ,, . � D a t e: 11241 Willows Road NE
<br /> , ��t�f�t�r��,��'�' Suite 200
<br /> � 1. CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE 4Q00 PSI MIN. � -- - _
<br /> ' `�3}'•'��`� Redmond, �9ashington 98052
<br /> 2. ALL REINFORCING STEEL SHALL BE GRADE 60. -� ; p„�,�L a,�,;�;���F�tf•4TT �y
<br /> � N 3#4.
<br /> ! ���Yussi=o v�;�.�� :t� sr.aarcrau Phane: (425) 822-4446
<br /> o THICKENED SLAB TO � ���'���� �'�v `���''i`:��'"�Sf'�j Q`� TYi3� FAX: (425) 827-9577
<br /> �, BE CAST WITH 6'� ,_ � „ „ � p:3o�err. �.���:r�;��s �nn Yaas
<br /> 11#4. FF��,E�r li C�37IUrdTO?dr'1L L'=P.
<br /> 11 0 x 2 -6 x 0-10 FTG �-;��;� t�,,iE�r�,r �-������-�� ���� www.otak.com
<br /> � BASE SLAB � �"� ��;��,-���������-r;�xJ�����P��
<br /> Fr.at:.�s� uratv�::
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<br /> T � �E:�a�a�,JF� 32130T
<br /> �`���r�?;�a���
<br /> � c WINDSCREEN F�OTING AND CONNECTIC�N Project No.
<br /> � ,., _ ,�_o�, F1 . Q4
<br /> � Drawing No.
<br /> 0
<br /> �
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