Laserfiche WebLink
Feb � 8 � 2012 9 � 02AM it ' s a great day at boyer blds � No� 1623 P � 1 <br /> Wood floor&waU framing by othera <br /> Co�nectivn vffloor <br /> members ta sill plate to _ 2x6 minimum sill plate w/1/2" <br /> � be per Code by others = dlarrieter anchor bolts wl?"minimum <br /> i P.m�.d 8l 2�W�dQ x 1�6'thlck square <br /> or round counbersunk washers(soe <br /> � tabla bebw fo�sAacing)or equivalent <br /> ! metal strap anchora(Mcho�bolt <br /> 6"Min clearance betvveen edpe of both wall <br /> Extsrior top of wall may a�d sill plate is to be 2.5') <br /> have a bMck ledge <br /> i provided tbe stem waU � <br /> , formed is at least 6"thick <br /> ' �nc more lhan 16'high <br /> � -,�^ ��� , �, �" � � � � -� � � � � Continuous#4horlionfal bats, � <br /> .� <br /> � � provide at least(2)�8'-0"or less <br /> = I elear,(8)�8'-8•clear.&(4��g'-B` <br /> • � clear,At contractors optlon: Tha <br /> ,..t.,- . �nr_,� . � . , .,��:.� <br /> �����~� � lowest wall horiio�tal bar may be <br /> � omlttad if(2�q eo�tinuous horimntal <br /> I <br /> bars ae+eplaced ln the footing - <br /> Cast in-placcs conerete <br /> tvundation walt w/#6 or #4 x 2'-0'long dowels�72'o.c.max <br /> Rt�UI,�Cd��flEVdF�JCB�k1A18 w <br /> � PIaC4,d 1.6"froen Inslde __ <br /> � w!5 minimum embed <br /> � fa�e�.,pee table below for ' , . <br /> � spacing . <br /> i <br /> � 8"minmum thick unreinforced <br /> z- ' _= aoncrate strip footi�g.requirod width <br /> _,�__._ ' bo be determ[ned perCode by dl�hers <br /> Fqvting elevation may -= ----':�:" <br /> vary>b�lcw slab _ ___�_,._ � - -- <br /> . . h:S. ����� <br /> I _�. �����=ti� - . <br /> ���. ,I�.: � � <br /> � '' "� , BASEMENT WALL DET�L � <br /> �� <br /> � Clear Haight and Soll Type I <br /> Nanlnsl B'or Less s•-8' 9'-8' � <br /> wall <br /> Thloknoss ��d SC Clay Sand SC Clay Ssnd JC Clay <br /> � <br /> Verliaal Rsbar 8pacing ; <br /> � 8" I�tA NA NA NA NA d0' NA 36" 28" ' <br /> 10' NA NA NA Nq NA NA NA NA 56' � <br /> �Z' NA NA NA NA NA NA NA NA NA <br /> ` � Anchor Bolt Spacing <br /> � y 72' 72" 48" T2" 60" $8' 72' 96` 24' � <br /> I 190 E H�nn in Ave <br /> �swell F�pmeering and Consuldng.LI..C. ep .i�Z01 <br /> ', roject Name: 2012 Standardized Concret,e Foundation Crawi�gs M�nnaapelfs,YN 55418 =_ ===. <br /> �� - <br /> «_�.:.. <br /> i escriptlonr. Full Height Wa11 Detail � • o�e:612-720-4689 '_ `'•^��'- <br /> �_._._...r..� <br /> i '•s's:-!ie:x <br /> Project# 11.072 Fex:612-886-Z966 ::.�;'-:_;_-_-,: • <br /> '`� '>,.,�::_: <br /> Iient Name: Manor Concrete Constructlon Inc. oswellac_com �_:-_ <br /> • :r;_s:a: ,,,. <br /> Cller�t'Addres�: 11295 90th Ave N,Ma le Grove MN 65369 �Paye 6 oF 6 - <br /> ( y .� <br /> � � , <br /> � ! <br />