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�� .•Feb. �a�8�, 2012 �9�OlAM , it ' s a sreat day at boyer bldg . , .No� 1623 � P � 3 �
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<br /> 1."'iNaYl"+h�cknesses noted`are�nominal unless"speciticelly stsf�ec�o4F�erwise„ M�cimum to�eraiice�"s 112". " "
<br /> 2. Maximum wall to footing cerrterline offset is 2". A minimum of 2"of footing is to extend on each side of the wall..
<br /> 3. Place matching hooks around afl wail corners and intersections for each horitont�l bar,.
<br /> 4. Horizontal bars may be placed anywhere within the wall thickness provided 2"minimum cove�is provided
<br /> 5. Bar laps when required are tc be at least 32 diameters for grade 40 bars and 48 dismeters for grsde 60 bars„
<br /> 6. Allowabie bar placement tclerance is 1/2". Tying is not required if tolerances are met a�d mairrtai�ed_
<br /> 7. Dowels may be drilled and inatalled after footing pour unless otherwise noted. Vertical bars may be embedded
<br /> into footing in ptace of dowels at the same embedmer�t. Vertical bars and dowels do not need to align.. Dowels
<br /> may be bent down for safety and covering then bent back before wall placement
<br /> � 8.. Sill plate se�tions require at least iwo anchors with one within 4"to 12"of esch end and at all corners and
<br /> � inter„secti�n�. VI(al�s,le�s than 24"in length�equire only one anphor.. , �,,� ,
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<br /> 9. Anchor bolts 112"or larger in diameter do not requlre corroston protection per IRC section R318.3 excsption 1.
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<br /> 11.The presence�of form oil�onTthe�reinforcing is accepta�le for the condiUons cor�tained�in these d���
<br /> ta rawings.
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<br /> 2. Slope grade 6"minimum downwa�d away from foundations within first 10 feet or provide Code adequate swale.
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<br /> 13. Do not bsckfllf untll the concrete has reached at Ieast 70 perce�t of the 28 day concrete strength. Use of
<br /> ,!, ���;c�u.a�shorin.�is.req�uirec�when the fin��Pa�;snd slsb,�ys'�emsFare not in.place.; 4,,.. �,o,. ,;► ��� i-�r;����_:=: �.
<br /> Cold Waather auic�i�e,gs :�� ,.. ,. • �2 a►, ,�, �,• ,:;: ,. . , , ,,,;.� ,;:s�:, L, F:�:a;,� . :w.s
<br /> The following lnformation is considered to be general guidelines fo�the placement of co�crebe in cold weather
<br /> �o�c�ti�,��._It i,�,t��cgntr��crs�esponsibility�tp ensure pro�e�rr�eans and methods are fg�I�vp,S�a�,�l,that the flnal
<br /> in place product is adequate. �
<br /> �. ���P�a,c,tor��,to,W°�,I,c,�yrth#hre concret���{Pplier to obtai�a�ni�4 desjgn whic�a�c;��.iQr the,pqn�ition� `;
<br /> �d� U�e�of ex��er��nt,ea�ly-stre�h�Qn��rete�and acce�lerators are reCom�a��led�#�re�pera�u�s
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<br /> ?�° ���ite i.s,.taor�i����iYIFS��tQthe site i!��a1�.�ly manner,•:t,� ;;� ;, �. . . ,.. �ci:3t rz;�,:r�r ,.
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<br /> 3. PlacemeM of concrete eariler in th � laterit heat of sunlight is adviced.
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<br /> 4. Do not add additional water_ Using water-reducing admixtures i"s recommended when required.,
<br /> ' �5. Forms�are+to be �e of sn�ow and'Ice„ Do no�t�t lace concrete in co � A � �,��EF� ��,.��_��,- � ,�� r � �� �:�'
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<br /> �re p ritact with fro�e�ground.snow,or ice_
<br /> �6. Preh�eating�ofrebarisnotrequired,howeals : �,: , , ,;. •�E� : °,� , .� � �ar :c s�.:3�;u, ,.,
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<br /> ve�it is to ba fi'ee of frost,snow,and ice.
<br /> 'f,�..��iIQ[':r,°F ; ,`� � :'^• F*�rq'I,�il..irYt Ci�ck,����+n�. �,,�.<'�rolrl� �^� � �. :.�'��.�ar�� �i, .. � � . : ; ;�, ;��, ;:� li,- .li�:;�.,,: ��. �u a'iS.� .
<br /> 7. Use of�rm blankets oc oth�r approved protectlon is hlghfy recommended for the top of the wall attemperatures
<br /> ,.-, I ,10. e res ,F. f ..t�e hole wal,. en below,zero de �es F. , .__..; . , _ ,,.
<br /> Osweqa&ngines'ing�d�Co�qsulting.�.LC. �.���: , , , .,r�� ; 9901 E Hennepin Ave,#207 . . .• .
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<br /> Project Name; 2012 Stsndardized Conerete Foundation Drawings Mfnneapolfs,MN 5b41 S ,,., _,.__,.,.
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<br /> De�""�, # on`c� ,. G�rleral'�otes Phone 612-720-4639 --_•�:=-�:
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<br /> ProJRfW�i�inr��. ,' 11�072 ��,.:-�. �,� ia��.�..r ,W� �a ;,Fax:612-$$�i-�i�'�. .ar,r� .__�
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<br /> Cli�ht�l�ht����`' Manc��Cdbi��te Construction Inc. www.oswellee.eom -_ :��-�__�.:__-'::.. •.
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<br /> Clierrt"/�$dr�'s's":' 1129590fti'i�v�"N,Ma IeGrove,'�IANS$369 , `pa�e����`Y r�:' +'',� �
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