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_._ _ _ _ _ _ _ <br /> ...�-----.-��._,.. _ ____ ___ _ . _ __ <br /> -,...____- <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 � <br /> HSS COL PER PLAN � <br /> COL F� %4 x 18 x 1'-fi" W� 4 I4n _ iO a. : o . n ' � • � � � ° . � ' • d -� <br /> TO R � q. � DIAMEI'ER BOLTS WITN HIL.TI HIT °p � � °� :a . �� �a � " °� Y o <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" � � � � � � � <br /> m <br /> 1/2" NON-SHRINK '� ' : a� i . �a ° . ROUGHENED JOINTS <br /> . � a <br /> � GROUT , <br /> . a <br /> � �� � <br /> Q . a a . . 4 °�: : � Q i � 36" DIA PIER FTG Wf 8-#6 Q <br /> � . a � . . a . : a� __._._.f__ � . � � a „ <br /> 00 � � � ° �� � °� � .d. i ° �� a. : . � �a � � VERT & #3 TIES C� 12 O.C. W/ <br /> . . Q . . . a . � .� . . <br /> � W4.0 x W4.0 6x6 AT � � 3 EXTRA TIES C�4"O.C. C� TOP z <br /> F oa. . a . . <br /> a a a ,. 4 a � a ...4 � SLAB MID HT. �i � . , � ��� d. . <br /> . . a, . � . , a.. . a . � . a � .{ :. a : . ��� d �r <br /> � � a , . � . �. � , � � d� � ° ° ' � . � j 2 x s�2" SUBSURFACE GRADE <br /> _� . � �o ° a ° ' �. � �� � �� _a. .�.. . � � ° o a SMOOTH BORE CONDUITS ,w4 .�°� �`�1�. �' <br /> � ° . a � � - a a �, �� , �a <br /> � . a• � ��. 4� � � � . . � a . <br /> � • � • ' � ,• ' . . • , d. • . . � � . • � . . , , :. .._ �, .; . <br /> . ... � � . ... .. . .. . .. . .. _a .�. ' . . , : , . <br /> _ ° ' '4 a• � � • � , a � �. a+ . +4 ; <br /> �,� a . . 'e . 45 ,��, . <br /> "' � s- 5 Ew � � � �� � . �s�R4 L s���Cs <br /> rJ�—�n SQ � .d q . �I I�VAj, r" <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" � <br /> z o Ta R 1/4 DIAMETER BOLTS WITH HILTI HIT HY <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 � <br /> � W � CLOSURE PIECE � FOOTING 13" � � ' GROUT <br /> � COL I _ . . � � � � � <br /> - HSS COL PER PLAN ¢ w YZ" NON-SHRINK � ° d � .�a� � � <br /> > cn � GROUT `a o � . a� . . � i . . . a. <br /> COL R �4 x 18 x 1'-6" W/ 4-3/4" � <br /> � � TO � � � � DIAMEfER BOLTS WITH HILTI HIT HY � '° 4 a �' 0 4 .� � D °' a . 4 � <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 <br /> �, � CLOSURE PIECE i �OOTING 13 . �a � . ° °� . .d.° O <br /> � w 2'-3" SQ CONC COL a SLAB MID HT. �°i . � a : <br /> J�" NON-SHRINK <br /> > � GROUT a PLINTH W/ 8-#6 � : � � � . U <br /> ' � V E R T & #3 T I E S I N ° Q ` � � �. a � a � a 36" DIA. PIER ,FfG W/ 8-#6 VERT & <br /> a Q a a PAIRS C�D 8 a. . � �� Q . �. r ° a C� . . 3 EXTRA <br /> � � #3 TIES 12 0 C W/ <br /> � : : . . . . : .° _ .. . a� SC�D4" 0 � TO <br /> � . . � <br /> TIE .C. P O <br /> �.. 4 . ' d � � . . . � . ' d� 4.. � Q4. . � ' �Q . . <br /> . d . <br /> W4.0 x W4.0 6x6 AT � � � ` � � � °' � � <br /> ,d . . d . a � , a . <br /> o . �a a 4 .. Q a :a .a, ,...Q � . SIAB MID HT. .. � a: �Q ° . . � . . . . . . Q <br /> . �. � �• ' �� . � . . � � . .�. . a � _ . � . I . a . a _ . <br /> � �, ' . . • � � ° . � � °. � Q ° • � a . . • � 14 . . . a ° � Q a � � <br /> � 4 . . . � �Q Q. . . . � . �d d .. ���a . . .Q. . .. . � � � <br /> ( .a .' . a .v :a � <br /> Z - ' a � . a n � • a .4 .�a• _<1 • • '• �.. d I� • •°i . � • � � . . ;d � ., , � � � <br /> . • a.. � • • • ' • a � . I . . ' Q n �.� � � <br /> 7 a . . .. . . ... . . .. .. .. . . . . . . ' a , .d . . a ,. d Q ' W <br /> d �� 4 <br /> T � o'' a � . .' �, `�"� 0 <br /> � � � M � , n s-�5 Ew : 4 � � . . � �cr� W � <br /> � <br /> v 5'-0" SQ 6-#5 EW 5 -0 SQ ° W� <br /> 3 � <br /> � � �_� <br /> d- <br /> p SHELTER COLUMN F04TIN� - SCHEME 1A B SHELTER CCJLUMN FOOTING - SCHEME 1B � SHELTER COLUMN F4C�TING - SCHEME 2 � W z <br /> � B Z � <br /> o �„ �, p�, �" �, p» 1» - 1'�Q" � � QJ <br /> � R � x3x 10" p� W � <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 <br /> o � 3 Y � W� <br /> `� 4"x 2" x " 6061-T6 COLUMN � ` J z <br /> � <br /> 3/i s [ � � � �-�--�� <br /> i <br /> � <br /> �� ' COL TO R �6-12�692 LDA u � �o <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 <br /> o _ � -- <br /> � � ��� � <br /> .a . . a � ,a � � �. . : . , �� � � ��,,. � ,�1 a r ������ �, By: �.. <br /> � � . ' . ° . _L����"Lt'�'' ��-r� ��.i��„?t�'"`�.�' <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�:: <br /> N _"` <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 /> � <br />