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APPROVED OUTFALL. , � J � ��� � � � � .�., N U� <br /> *�REAK SHEARWALL � �'�� -� � '�= 3 � 1 � O � , <br /> JOISTS PERPENDICULAR SHEAT�iING � BOTTOM OF JOISTS PARALLEL �': � � ��' — � � ; ��`� ; � ' <br /> � 0 > � � � <br /> �" . � <br /> , P . � . <br /> � SILL PLATE � S ' i�� � �-,���,,�,�;� & " �� C� , i �"; ; � c� �u � � <br /> - _ � t,,, /.�c,../�C.,�'c 1 ' {� • � � '�; m � . <br /> EXT. WAL� �C�UNDATION CONNECTI �N APPLICA� LE �OR ALL SHEARWA��S f, ���� � � � �� � �y� �.,�,��. `�_��+�!� � � � �' � : . � � <br /> � , F �; J L !`j�f �� ., � , � <br /> � _ � � ��� I �� �' �� � �S1 � N <br /> 1 SCALE: 3/a"-1'—�" ��{1�� f ! ! � �%�' �rJ�r�.!/�- �,� L .� � � '_ � d- <br /> � � t+ ' � ��� �� � � � � � � <br /> R: <br /> � � <br /> ��'� � � � � � :� � � � z . <br /> (� �,�i, f s ii !� .;�.., ; � � <br /> � � �� �� � u <br /> ���� j��l,(.� � � �3 � �.;°�f:i..1 � f � � � <br /> 9 �f <br /> � vJ� F � �� � ° + � , <br /> �� i,m�a.� '� � � <br /> �/ i � t �° <br /> �, a <br /> t 4� <br /> A . <br /> . _` �� ' � �#,� , <br /> � � ,.` � ; � fi r,�S ;�� k". <br /> ' ' ���f � (� ��� � �� <br /> _'= i �-� �' ..���_....__�.....�.�..e.�..ARFR..._,,.�. <br /> � . _ <br /> � �� �''� �.,m.,,. ,�_. ��.w.�.. ......_�.._R.>�...._�..�_.�,�..�a.,�_.�,_.�._.�.�,..__..�� .._...m..�t_.� ...� �� l(� � I I I • <br /> ,;� \� � �. . .,. � r <br /> HOLDOWN POST <br /> ��1 �� U$ `` ' �_ � `� <br /> � l <br /> ;, , � <br /> PER PLAN. (2)2x / � <br /> , l..u,....�.�.�_.�.A__�.._._� ��._.zy.���w�, �.�.V. _ _�.._�....�...o_�_,...__.___. <br /> ;,, •,.} . � <br /> M I N I M U M M S TC 48 B 3 S TR A P ,- � C� r''�� �� ��L�� � �� �� � �����__i�����_�-____—___;��'��� • <br /> PER PLAN % -- 4 e'�>- '�.'�% ��:` !��c . . y%�<, ._..____�_ _ . <br /> .� _ '�} <br /> � � � <br /> START NAILS 1Y2" UP � � / �; �� <br /> F�OM END OF STUD ° <br /> EMBED ALL HORIZONTAL <br /> NEW FOUNDATION REBAR 4" INTO EXISTING ' <br /> WALL PER PLAN FOUNDATION AS SHOWN � <br /> (5)16d NAILS FROM . FACE NAIL �: AND EPDXY WITH SIMPSON , LLo.! LLJ <br /> KING STUD TO �: � . �; °�' � � EXISTING - � � � • <br /> HEADER • <br /> M PER PLAN a �' ���� � � �d� a �,�° .• FOUNDATION <br /> � � � <br /> 16d � 8" o/c FROM :: BEA ; ..a ... �.°:� ��a : (REBAR NOT � � � <br /> KING STUD TO TRIM � °�� " '° � SHOWN FOR � <br /> MSTC4��3 STRAP EACH � ° CLARITY) � � �`F � <br /> STUD END OF BEAM � � . <br /> C� `�x <br /> ♦ L d A d � � <br /> . e � <br /> : TRIM STUD/P�ST PER PLAN. (2)2x . p� � <br /> MINIMUM. SEE PLAN FOR � HOLDC�WN � 4" TYP . � � � , <br /> REQUIREMENTS AT BASE <br /> � � � <br /> HOLDOWN AT BEAM 3 NEW FNDN TO EXISTING FNDN � � a� . <br /> 2 <br /> � c� u� <br /> � � � <br /> . ,�., � - <br /> . .� <br /> POST PER <br /> PLAN/SCHEDULE HOLDOWN PER PLAN <br /> (2-2x MIN) (HDQB SHOWN) , <br /> ALL—THREAD ROD, DIAMETER � �`�� ������ <br /> - � oe wA�o,-�- -.�-- <br /> WEB STIFFENER INSTAL�ED SNUG AND EMBEDMENT PER � � ���'';��.��'� �, ;� c� � ��`�� � <br /> FOR I—JOISTS. NO STIFFENERS SCHEDULE --� `' ' i �° �' � ` � ,� �� <br /> REQ'D FOR SOLID SAWN. PLACE BOTTOM PLATE PER � ' <br /> ��°/ <br /> 2x6 SQUASH BLOCK EA SIDE OF SHEARWALL SCHEDULE - �� ,� 34383 <br /> JOIST. WHERE HD DOES NOT ei RIM JOIST OR BLOCKING �'s�t���?� • <br /> L1NE UP OVER JOIST, USE PER PLAN. �` ���°-.�� <br /> SQUASH BLOCK EQUAL TO WIDTH ���� � � ���� <br /> OF HD POST ABOVE 4x MIN . PRESSURE TREATED SILL PLATE <br /> � � PER SHEARWALL SCHEDULE. <br /> STEM WALL AND <br /> a.a <br /> FOOTING PER PLAN. Drawn By: Ct1�IS � <br /> EMBEDMENT , � o�. ' . a4 �° ° ' . 'a' � CD tee06 02-�715 <br /> LENGTH � � � � . � <br /> a � .� A� � <br /> . „ a .do . . r. <br /> x <br /> ° . �°� � � � �°�4� . . SDA JOB NO. <br /> . <.a � • . • <br /> 4 , O <br /> . . . . . ��� I . . . <br /> . ,• Q <br /> HO�DOWN INSTALLATION INTo EXISTING �OUNDATION STRUCTURAL � <br /> 4 DETAILS <br /> .� V � � �.: 4`.; <br /> � 4 � <br />