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<br /> All shear wa11s to be sheathed from t�p plate ta bottom plate. Block all panel edges. ������ � j�� � � *�'� � �
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<br /> Na�i spacrng �s far all panel edges. Space na11s �1a 12 o.c. along Intermediate fram�ng mernbers. �:: �, r� � .�.r �v ,�
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<br /> SW 6 v -- 354 p!f 7/1� 4�B, wl $d (4. I 31 Q�} cammon nails �a 6 o.c. ,�� ,; ; � �
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<br /> Anchorage ttnterlor wa11s only} to SIN�LE �aist or blkg below: 1 dd �bax) @ 4 o.c. �' m ;; ,�o-� �. ,
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<br /> SW-4 � = 560 plf 7/1d" OSB, w/ 8d �4. 131 " �) common nails a� 4" o.c. � ° i
<br /> Anchora e interior walls onl to 4x min. BEAM or blk below: 16d box 3" � ' -� -�� � � � -� � o � s
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<br /> N+�T�: use min 3" nominal studs @ adjoining panel edges srH��o r�-P. `�i ii ii ii ii ii ii ii ii i , � � �
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<br /> The shear values above are based upon the use of $d common naijs with a fu�l head, a shank diameter of sw 6 z
<br /> U.�31 ", and a minimum penetration of 1.375". From Table 4.3A use x513Z; 8d values with a 0.93 ; ;. �
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<br /> � � � t DRAWN BY: Author 3
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<br /> � � � � � � � a' CHECKED BY: Checker �
<br /> � � �.�_._.�..,.. „ - � DATE: s-�6-» o
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<br /> � SHEAR SECOND FLOOR IF LINE DOES NOT MEASURE 1" E T CALE
<br /> `' 1/4" = 1'-0° IF ANY DISCREPENCIES ARE FOUND, NOTIFY ARCHITECT IMMEDIATELY. VERIFY CONDITIONS AND DIMENSIONS IN FIELD.
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