Laserfiche WebLink
H531-611 <br />17 <br />a f' <br />r <br />{ <br />--- -------------------- <br />- - - - - - - - - --- - - - -- <br />- <br />- B <br />---- — - - - - - 1��1oA <br />I i �I— <br />r' <br />U14DATION STEP 3 <br />IT <br />F�.o I I F.�.oR T CTU L HD1oA <br />6 <br />{ <br />. I { <br />{ I <br />IT.O. WALL FOUNDATION NOTES <br />13 <br />Tl�lCltr��.D O�! C, LA FTC, � <br />B.E <br />j % � 1 ht e { I I <br />�� v� vvt�Cc�r�T. l�IF. { <br />, aFoundation l�r�lr�� e. Drains all sides belowgrade. <br />- U���r� t-��A `�V/�lal�S ABOVE <br />1. g <br />{ I' <br />I a i I f area <br />.�rar� I"' � pipe below. trf�., perforated �� shall b� i � <br />TYPICAL- PER TL 1i/ <br />c� b� r t��#a dt��hr b rv�trch,means <br />I I I I I.: I t �� � v� <br />DOWEL EXTERIOR LA <br />o�t� ��pr�v�� ���t��. Gravel beyond �� in, above <br />` { TO FDN WALL. <br />S ® B P <br />#� ®g f. Cover ��#h approved filter membrane material. <br />{ { " Lv�� P�� <br />I . I { <br />. Fc�rdte� rust extend at last above finished ��1oA { TYPICAL 3All footings shall rest on firm, <br />undisturbed native soils or <br />iF3.o <br />engineered fell; <br />{ B <br />{ { <br />1.0. WALL -- � o 4. ail compacted and fry of all debris <br />- <br />F.o <br />{ �26 5W <br />€� . • . 5. IN Indicates point load above <br />I:TI <br />{ { <br />Ii <br />I <br />{ { I I { <br />{ G <br />I F2.0 <br />, <br />a f) m <br />{ I 5 <br />F3.ox COVERED i { ' { { { _ <br />{PATIO { 0 <br />6 PC B HP @ )B P PH 1 { { { <br />® i fIIIf� <br />{ o i <br />Stamped Concrete �1 � 4 �� ,� �� � � � � <br />j ,T .j <br />IOOTING @ BEARING reAlsh <br />_ - — f <br />-- ----� -- _ - m� � � � <br />m <br />PAT 10 <br />1 �� . <br />. FOUNDATION <br />TlN <br />6���€fL-{4sConcrete SOS <br />ALL- PER DTL 1 / -2 <br />� � �ICq <br />I { <br />{ { 11 (`� I I m I { <br />-�1. { <br />{ {- <br />0 ®� <br />� ► I <br />bo <br />{ I <br />L{ <br />{ I <br />{ { 0I 1a I I l { <br /><. { 'mil I I I I I 1 { <br />"x3"x1/4" thick Hot Dipped Gaiv. PER S-1 <br />r=lDA <br />Plate Washers,and nuts to tightened Q <br />I on each bolt to the plate { � FDN STEP <br />C <br />{ { <br />{I <br />Ijo <br />ell <br />{ <br />{ I <br />{ <br />I I <br />{7-1 <br />{I <br />li <br />4" <br />tl �l�° <br />4 .. <br />Conc. landing <br />{ I �6 <br />A. { <br />{ { { <br />I { <br />11 { <br />t 4 m. <br />l�zl 2/A5.2 <br />gyo � <br />1 <br />{ { <br />{ <br />{ I <br />{ { <br />II { <br />_ PBO ®� I <br />ll <br />4,�{ { { <br />4 � <br />I � <br />FUNDAIO <br />8" Cork. STEM <br />WALL P �H ALL P on 16%8 FTC <br />Wh. ��� eht � <br />I I �Hi <br />ll <br />UP STRUCTURAL . <br />l� — -- <br />� �� 1 %� FTC typical U.N.O.l��I!� � . m_ � � <br />{ <br />I J <br />-- <br />f <br />FTUT <br />Im2.Gx i <br />' <br />) <br />SCHEDULEFOOTING <br />7, e B <br />rs , <br />MY <br />r <br />r: <br />f <br />t <br />1 <br />t <br />OF mil= <br />REVIEWED FOR p <br />�tY <br />c�y <br />UA <br />W <br />rx <br />r� <br />1 <br />U! <br />Cn <br />W <br />c� <br />W <br />rl <br />c�B <br />v <br />r <br />0 <br />ZI <br />z <br />{{ <br />$ <br />�g <br />"gg <br />W <br />l <br />°0 <br />r <br />_l <br />z <br />!S <br />U <br />CL <br />LL <br />h <br />0 <br />rr11 <br />U . <br />LL <br />V) <br />F <br />