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i Feb � '8� 2012 9� 02AM it ' s a great dav at boyer bldg. No � 1623 P . 6 <br /> + � <br /> � <br /> ; <br /> , � <br /> ' ;, <br /> I Sill plate by others w/1/2� <br /> I diameter anchor bolts w/7' <br /> WaU,iraming by others ... minimum embed&standard <br /> washers�72"o.c.max o� <br /> equivale�rt metal strap <br /> . anctwrs . <br /> 6'Min <br /> 6'mhimum thick cast-in- <br /> place concrete Iookout �_.(1�It4 co�ftinuous horaontd! <br /> . . . ._. ._ . I . .v�c;uw�. <br /> , ' °.W�It"".', bar w/fn 18"oE bop of wall <br /> '� <br /> E <br /> � I Footing elevation may vary <br /> �� below slab,provide frost <br /> #4 x 2-0'long centered protection per Code <br /> do�Wels w/5'minimum 8"fhidc x ZO"wide minirtwm <br /> embed wet set or epoxy r_!,r -- unreinforced concrete strip <br /> grouted in place --=-_. foatin la footi wuith <br /> =-L-_-r�.. 9► � ^8 <br /> _�:--•--� <br /> -- --__-- _�:-.�. if required for soil bea�ing <br /> B'vrall spacing; _ '� '= cvnditions bo be determined <br /> 36'o.c.max for sand, '•'�__:___. __;, per Code by others <br /> 3D"o.c.max for SC,� —� ''• <br /> 24"o;c.max fo�clay <br /> 8'+�wall s a� cino: ' <br /> 4$-0.0.maxforsand, �OOKOUT WALL DETAIL ' ' ' <br /> 42"ac.max for 8C.& <br /> 86"o.c.,tnax for ciay � <br /> ., ., i i <br /> I , <br /> i <br /> � <br /> II . <br /> , , <br /> OsweH Enginssring a�Consulttng�LL.C. 1909 �Hennapin A�e,�01 _ <br /> '.....:. .:;� <br /> Projeet wame: 20'12 Standarollsed Conct�ete Fvundation Drawings AAlnr1eapolis.MN 5541$ '�':�=='�_-== <br /> ,� - ,�-:_�=.._=: <br /> Description: 1-ookout WailOetail Pha�ne:612 T2Q�639 =:�.:::•_..:�:'"s�y <br /> . . F�c:612-886-2966 ,�':�:-::��r... <br /> Pr'c1Rct�, 11.0�2 � �r,�:.,-.--_.:= <br /> I •.�-:•...;"';_''' <br /> •: �.,�.�. <br /> Client Name: Marwr Concrete Construot(on Inc. osv�►s��ec•com _____=^��,,,�,; <br /> Iient�Ac�dress: 11295 90th Avo N.Ma le Grove.MN 55369 �Page 5 of B �-� <br /> , „ <br /> , . ' ..,. � <br />