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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 ', <br /> `,� , . .'I'# , <'_:N Q , ,.. <br /> ��.. .nr. . .. �.i ...,YJ .n.. . . � i�.:�S�Y� ,.. . . -,An�..�. i . . if <br /> ��., fl' � ��'l.:Jl(y�.:+ , , � , .� -'�. ... , " .'.fyl; � . , . v.�. , . . . . �4 <br /> n, .,.��. . ..4.. . . ., . . .. .e,. . .. �., ,m. ... • ,it <br /> ,i <br /> i< < ��i <br /> . . i .,... ., .. �. <br /> . <br /> .....,.,...��� .�:� r....,,.,: .,. �. .�:..:,..a.. <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.. <br /> , �E��.;i . _ � � . . ��� . , <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. ' � � <br /> ,�...,,,.�.,,.� . . , . , , .. . . <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' <br /> I q (� . /^ 1 � <br /> I <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,,`'�� . <br /> r�"' �•.,��i• <br /> ,, <br /> i <br /> t�fi0Wlflk'i5 LGft�1;r:;. � ��1't�vltJb'C1 '.�7 4 �,{� Ca�� � ��I1S�Iai..� � ft.` � tY r:� , � +. ' d',I,�i h;�.Aa.S lJ�j, •• <br /> . <br /> � ' : �.. <br /> �11CIC'y(: � S � .;r' �� <br /> _...._ �� <br /> ��r9 �`a"arra�e:. br�;;,�;: ::;r�� 'we:;rtit,a�<>.'. .��; •�i� �''«......•'' ,'►� <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) <br /> ,�r <br /> 1/10/2012 <br /> v-� <br /> Oswsll Enginsering and Qti�rtti�g;:L.L.C. ,:,+.rc , ;,, , ,,:;., , t:,,+.°��,:;: ��p�:�H��nepin Ave�#201 <br /> °-Minnea (is MN 5541 S •.�•...��.. <br /> � �,a F �'-�!;;:�K..n::,�=, <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� <br /> � . �����'��:,.�.;. <br /> Project# 11.072 �-„ ' Fax:812-886-2886 _T �-_:::� <br /> •.:-.�..<,, :; ,. ;� . .f ;� , ,r „ , ; :. =n <br /> q.1.tY'�� • _`a�=�F' <br /> Clie�Name: Manor C1it�as�else'Construction Mds�� �� � �4� www.oswellec.co�q'� ���'., �;:,r,;;�- <br /> ' .,1 .,Y.�h.,,.,... <br /> Clie�Address: 11295 90th Ave N,Ma le Grove,MN 55369 � Page-I af s ;;�'�°�,• <br /> . <br /> . .�' ;N,;, �� ' �.��`,r' � ; <br /> �`+,J� �.�q:��r . � <br /> .a,�l LaU�1V�.�w'�'• .,. 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