|
__ ._.,, . _ _
<br /> _ _ __
<br /> �--r __ _
<br /> — -------- --- — --- _ i
<br /> ,,.�
<br /> :��,
<br /> . � � ;� �
<br /> SHEARWALL EDGE NAILING SHEARWALL EDGE NAILING 16d � EA BLOCK AND � 12"
<br /> TO BOTTOM PLATE. TO BOTTOM PLATE. 0/C INTO RIM. WHERE 3x BOTTOM '
<br /> EXTEND SHEATHING CONT. 16d � EA JOIS7. WHERE EXTEND SHEATHING CONT. PLATE IS REQ'D, USE SDS Yax4 Y2
<br /> PRESSURE TREATED SILL PLAT� 3x BOTTOM PLATE IS PRESSURE TREATEDSSILL LOCKiNG � 48" 0/C .—�
<br /> PER SHEARWALL SCHEDULE. REQ'D, USE SDSYax4Y2 PLATE PER SHEARWALL W/ (3) 10d NAILS � �
<br /> USE 2x6 W/ A.B. � 48" 0/C SCRE . SCHEDULE. USE 2x6 W/ A.B.
<br /> __ _ ,� �. •
<br /> LTP4 PER SHEARW'�N� LTP4�'���S��R��� _ _ _ _ � � ; 3 G I N � �
<br /> SCHEDULE SCHEDULE � ��_�.. _ s�-..��`�'���.-- .�_..�..,..�.._..�..�„� _.,.�... � �
<br /> - -ti�fsw�2q+�++r�y i 4
<br /> SHEARWALL EDGE SHEARWALL EDGE �'` �, .�
<br /> NAILING TO SILL NAILING TO SI�L ► � ,: � �'
<br /> L 5T N C����,.� '
<br /> PLATEPLATE �� _a�Y.��....�..�-....�....�._�w w�_e.,�.__._______._.___u._._.
<br /> . T ��(�'"' �
<br /> �:�
<br /> JOIST pER PLAN `" "" �� � ~ �y��LL � �g
<br /> 6" M I N �. • � 6" M I N .• :: . .�,. . _.__ , � __ � _. �t�, _� ._ _..___._._ ___.....�_..f__ — ,
<br /> ' JOIST PER PLAN a (I—JOIST SHOWN) . ___. ._ _..�.��..-_._ �
<br /> -I I I=I I I=I I I—i (I—JOIST . . ,— �..��_�..�._._.._._____.._�_�..__._._._______�_� -- -------=w`�= �
<br /> -� I III� 8—INCH CONCRETE WALL »
<br /> —III�I � �° ' �� 8—INCH CONCRETE WAL�.H��� 8�� CLR (MIN) —11�111=11 �. » 18 CLR (MIN) �� �— � � ,
<br /> �������� �� � w/ # 4 � �s o/� I / S- 3,� 1 �� �
<br /> � II-rIII� W� # � � 18" 0/C ° � EACH WAY _ ` �°� ��� ,
<br /> FROST DEPTH � � a ; j7� �'� V cv
<br /> FROST DEPTH . Eac� wAY . ., - � O �
<br /> (18" MIN) °� ; (18" MIN) . : a- ; � �� � N
<br /> �� � �. � �— �, „ � � � � — � � � � � �� � N �
<br /> �. � � a. : I =
<br /> 8" o� • � ' I (I.!I I I�� � o� d • ° a (I-n>I�' 1�-�; ! � � t � � � o � � �.
<br /> . 4 � � � g
<br /> � � � ' l � r'C. � i > N .. O x
<br /> �' �`p > 2 x I D ` 1 Ir. .d�� ,2 X I D N F#�+� m'� ��' � ,; , ; � Q � v
<br /> } ` 1�1!= �� '.� �. sy �; --------��._ _ � � � �
<br /> > » 1 6" W I D E X 8" T H I C K C O N C » N � �2 , ; ,
<br /> 4" � PERFORATED PLASTIC � �4 F O O T I N G W 2 4 4" 4� PERFORA7ED PLASTI � 6 16" WIDE X 8" THICK CQNC ► � / � > � r � 4 � �
<br /> PIPE. CENTER IN ONE CU�IC CONTINUOUS O # P I P E. C E N T E R I N O N E C U�I C FOOTING W/ (2) # 4 �� l�� f� t '"�� i i � � U � � "
<br /> FOOT 0�' FREE DRAINING FOOT OF FREE DRAINING CONTINUOUS `' � � � j y � � �tl � �
<br /> GRAVEL AND DRAIN TO GRAVEL AND DRAIN TO '� �� � J �'_�-j � � �LJ � � � ,�,
<br /> APPROVED OUTFALL. 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 />
|