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<br /> Fe.b 8 � 2012:'" 9::01A1�"`".`"'it"'"s a gre'a"t`"day at' boyer `6'ldg � � -� � 1623 P 2 ',
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<br /> 2012 Standardized Concrete Foundatian Drawina�
<br /> sco�`e"of work•
<br /> Th�se drawings ere an illustrative represenation of the prescriptive informatlon contained in the 2006 Irrternationa)
<br /> Resi�'eirdal Code(IRC),as ah�mended by the�state code's of Minnesota and Wisconsin. These drawings spply to the
<br /> construction of cast-in-plece concrete foundation walls for typical reside�tial cases. These drawings are not to
<br /> �c���+aind°ali cohditions are to be verified by the contractor.�Means and methods of construction for shoring�watsr
<br /> proofing,insulation�fla�hing,corrtrol and co�truction joints,and all othe�nan-structural requirements are to b�t�y
<br /> other's In ab+cordance with'the Code and standard industry practice. These drawings a�e v�lid urrtil the end of 2012..
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<br /> The,dra ings are to only be used by�e co�rt,-actor not�ed befow or his authorized sub�ontractorslclients., These
<br /> d�aw�hg�al'e to be provide�to the building i�spection depactmerrt as part of the permit packsge. ' � �
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<br /> � Index:' , �, , `. ' .
<br /> S1 ,Scope,lndex,snd Ceirtlficstion -
<br /> Y S2-Ceneral Notes .
<br /> 53 T St�p F�ting.O�et��l,;?�;r� - � , - . � �� � , ,�; , �„ , ��
<br /> � ; � H I ��i 1
<br /> $4-Ff05t WaII Dehd1l
<br /> S5-Lookvut Wall Detail
<br /> �6-Full He�#,Wal(D�Bi1 • ' -� .- -
<br /> �n� ��w. Yn��n�R�a�i... ..�r:�� . ,.��:..mn�r�+b�r �-ni��.•.�,•I�w�uaxi�c�n��rF-.-'��uY�uYOYYlWYIOI/LIiM+M^.!IiN'M�If'M14L�u�}��"�W��p�iY�l�M{9A'
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<br /> � �� t'P���T�� vM'�. �n• �.' L.t�i#LN l•i.'� �,�• . ..,� P t.Ns. F � �Y . ..� ....n��! ,ji'VLf'�.
<br /> , . : ,'� ���M '�.,
<br /> � Reinforcing Steel: --Grade 4b(40�ksi)for-#4and�smaller bars
<br /> ,M����4���,�;x���,,_ Grade 60(60 ksi)for#5 bars and larger
<br /> Theseifr��n� itU, ;l!'f' kf}I��tf� �it� 2u '1`il�1fJFY'RI ; k! 'ki .. ,,,. p �'.11'`1:{ 112i:iC �.r��.�la �1"�lt .:q,rfJ�'ir9d
<br /> �A���P�;� ��� �, q W r�f:i MJx��Qn���o be p�a�,c�by,,the co�c��,suPP�ler,to meet tfi�q{�aj{ec�'s�q�irem��ts �:f.c,
<br /> ,�c�nstruct�c�•. . +� .r�: ,,_,n��►��4rr�;��dsycom�si�restrengt,�4�f�00Qpsiforfootings� ,,,,s�,.� ��c:��n+��a;�., , �
<br /> :4c.ales�r�tia�, ., ,+,:y,�;�xr��:Mitvm�+�f'�28��Iaycorr�pF�ssivestrength��Pf400�psifo�,walls , .trr,c��a �,� ,a . ,,. , �..;i�rr.
<br /> C:J►'U:1fY1Ca�YI ,:i+.1 ,.Jiat�� l�o£�fll�@(.. !:,C�' �;'''1I ;llltfi�lt.:' � . _ 'ly .si : .. � , , ,1.:.� r ti H' ::t",r-vi: . .. . ;�•;.i�'
<br /> B�k��rBoil �:� ::x ,...,���rSan�1;�3�psf/fteffecti�le,ietera6#rressure �:•:, ; � .. , �G� v��+,u ,:rr�:f �r�� � :,,.. , >iG��
<br /> Sandy Clay(SC)-45 psf/ft effective tateral pressure ',�,��iq�����,
<br /> tive tateral pressure �`SGO����i;
<br /> �'h�edr��winc�,,.:;���, � S�Cls�y-60pSflfteffeC� te-�tc�.?o. , ,,,,, ��:,c�: ;r ►:, „� : ,, .:i,;n'kc���a,,`'�� .
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<br /> �=2-Ger�er;ad;11 ttiPS , .r���Ilf11A�����`,�
<br /> �j;r..S��)�a � I i'��"'�3�i�i
<br /> ��� .,e F s=S I here y ce�t�fy tha! �s p n was prepared by
<br /> a�;�•�oc�kai � iG�`F3°�� me and that I am a duly lice�sed proFassio�al
<br /> ��.}✓' � . � G����.r engineer under the laws aF the states of
<br /> ���ill �;-�._` "'. ' Minnesota and 1K�sconsin.
<br /> R1�ElI{��P. �- "—' r .
<br /> ;�P,Id1�15ilfi,tiF�y Kvf''R:1: , l..f(14f� '�•1. ,'�1' , ` Pi'"d . FI 4./^`'�
<br /> State: �N �� , ,�,;;zip: ����� � , . ; Craig Oswell.PE(MN�42941 and WI�1.97911)
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<br /> 1/10/2012
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<br /> Oswsll Enginsering and Qti�rtti�g;:L.L.C. ,:,+.rc , ;,, , ,,:;., , t:,,+.°��,:;: ��p�:�H��nepin Ave�#201
<br /> °-Minnea (is MN 5541 S •.�•...��..
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<br /> roject Neme: 2012 Sta�@d�ir�ed�onorete P+�nd��lon��rawin s'~ � Po .
<br /> De�,c��np �Q�,A��,,',- Scope of Work,:lndex.and Cerpficatio� Pho�e:6'12-720-4639 '-�":-''`-•'r�
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<br /> Project# 11.072 �-„ ' Fax:812-886-2886 _T �-_:::�
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<br /> Clie�Name: Manor C1it�as�else'Construction Mds�� �� � �4� www.oswellec.co�q'� ���'., �;:,r,;;�-
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<br /> Clie�Address: 11295 90th Ave N,Ma le Grove,MN 55369 � Page-I af s ;;�'�°�,•
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