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� <br /> �� <br /> 40' - O" , co �I <br /> — — -- N � <br /> N i <br /> 7 .� (6 e�— <br /> STHD�O TYP. ; BLOGK M�IN FLOOR SH�TH/NG a�i a� 0 r� <br /> _ , <br /> �2� RFQ j 5/N 6 P.4NFL FDGFS TH/5 �l'�F� �qa� � � � � . <br /> _.. <br /> � x=�. � �; � �� < c <br /> � � �.�a � �� � � � _ �, <br /> � ^ ^ ` - - <br /> � <br /> �:. <br /> � <br /> � { �, � <br /> ,�" ` 5 — <br /> ,_ <br /> � .. �- , _� �..�. . - w�� �� �. ��u ���.. � � _ 0 � <br /> .. � <br /> � ..�+ <br /> f . �,<<, u ,-r; , .. :�. ,. : �' �� <br /> , . « <br /> �° - a,_, � �.� ;r '"� . � <br /> ti _� � - <br /> . _ ; .,. Q - , . . ��.,__,. , �,.� .��. ... ,,,�fi �_ <br /> ..,.. �, ; �� <br /> _�, ` ,� '> � I <br /> � �� � ° °C � � z ; <br /> ` Q�C� ; tn � 0 � � � <br /> �SEE ANSI 1 AWC SDPWS-2��5 Table 4,�A & Sec�ion 4.�.3) � : � � o-� z � _ <br /> , q <br /> _ <br /> All shear wa11s to be sheathed from t�p plate ta bottom plate. Block all panel edges. ������ � j�� � � *�'� � � <br /> . . . . „ . . . w � � � � .� <br /> Na�i spacrng �s far all panel edges. Space na11s �1a 12 o.c. along Intermediate fram�ng mernbers. �:: �, r� � .�.r �v ,� <br /> Q <br /> '.. � <br /> � � ;l a . <br /> � � ` o .� � <br /> �� <br /> � 2 � f= o � o ; i = o <br /> O �� ;i � i ' ' 2 � � <br /> � _ 11 1} ' 11 w � {' � i O i � � �� � <br /> SW 6 v -- 354 p!f 7/1� 4�B, wl $d (4. I 31 Q�} cammon nails �a 6 o.c. ,�� ,; ; � � <br /> . . . . „ � ` � �r, ;� o <br /> Anchorage ttnterlor wa11s only} to SIN�LE �aist or blkg below: 1 dd �bax) @ 4 o.c. �' m ;; ,�o-� �. , <br /> / v- <br /> � � � <br /> _ �J __ • <br /> �: � <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 <br /> g � y} � � g � } � o�G. � �� �� �� �� �� ;i �� ��� � � � � o - <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 , � � � <br /> ��� �eFa. �� ii ii ii ii ii ii ii ii i ,�a/ <br /> �. � �.. <br /> �. ; .�� , <br /> � . � - �.� � � �� - _ <br /> � � � � <br /> . � � <br /> � _���� ���� tr ��. �,,r���� .� �: �� ��� <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 ; ;. � <br /> reduction for Hem-Fir & 1.4 increase for wind. �N �� M � . �� N �- O <br /> .a, �� . _ _ <br /> _.�a,. �.�,� <br /> . . I (I II. � y = <br /> � �� � <br /> I � � � � - � <br /> �l � r -� � . I II il � � , Q Z <br /> I � i I ❑ I , „ � � � _� � � � � � � o cn - <br /> L _ J L _ J � <br /> � 35 - 4 � 3'- O" W � LL <br /> � SHEAR GARAGE FLOOR ___ � _ ____ � � � }. <br /> \ Q W r <br /> � 1I4" = 1'-0" <br /> �2� - 0° � � Z Z <br /> � W = <br /> � 4' - 9" 5' - O" 4' - D" 5' - O" 7.�' - 3" � �++ Q' O <br /> � <br /> NDTFS: <br /> N y � � <br /> x <br /> �s� i cs cs �s �� ��� � N � <br /> 1. s1L.L PXTER/OR�NALLS 4 GRBLE ENDS TO BP 5VY-6 UNLE55 NOTED <br /> c,� �s > > 5/N 6 � � W � _ <br /> OTHERrY/SE — -- <br /> � �Md--�_ � ..� ..�_�� � ��' 6.�'� � o� � <br /> � i - Z � - <br /> � cS � � 1— <br /> � �' �1� � � H <br /> � �: � <br /> � <br /> � m <br /> a <br /> o £ $ . _ <br /> � � o <br /> � � LL � <br /> cS, � �i ���`0 m <br /> _ <br /> � � � <br /> ' � ;; � vs o <br /> O N , �- � . <br /> " ��� �' �� � � <br /> � / C � <br /> = U <br /> . �� � � <br /> f � <br /> � ' .. .�.r. � <br /> � a� � � � <br /> `' l?- � (r�ah, ,� .. �4.... � `I � <br /> \d <br /> i � � � i � <br /> � � �., ;` �� m � � <br /> � <br /> : : , <br /> i , � _ � �, � <br /> . �, <br /> ,� .. � <br /> �� � � � �� <br /> - �: � <br /> UP--� '-'"` ` I <br /> � ;'r � � - b ' „C w <br /> � ; <br /> � �s ,'f`'� �� � �' <br /> � ., <br /> , <br /> ' ' ' ±� N C <br /> . f <br /> � . <br /> �� � �, � r �-:� �� �� � � <br /> ___ <br /> _ ��� u � . . _ � <br /> � <br /> , � <br /> o� - �o° <br /> 5l�Y 6 <br /> 3' - O„ , 28' - 9" � t <br /> v �;=1�4 <br /> W il- <br /> C, SHEAR MAIN FLOOR � � <br /> 1/4" = 1'-0" � <br /> s� - ��� 4� - 0�� 22� - q�� � � � <br /> � a � <br /> —� �^ � M <br /> I p N dj � <br /> m � C � <br /> � '�� '— � � O <br /> � 5/N 6 �r� o .� o � <br /> � � <br /> . �� � s �:.�;,. . , <br /> , � o � � . <br /> � .,� - � .� . . � � <br /> ,� � ,_�x - <br /> � ; <br /> �/ � L <br /> V <br /> I Q <br /> � I �� � d <br /> (���� � � � � Q <br /> i � '3 z <br /> =I i v <br /> � <br /> ' i M W <br /> c;. � � � <br /> � __ . .�� < : .� � Q <br /> �(� ..; <br /> . <br /> � �17 � _ . '.. . � "!.l� , f� (� � � <br /> \ � �" m W <br /> I � <br /> � � ��' ; ! .�,.� . �� � . <br /> , '' .. _ � : � Q <br /> � i �l PROJ. N0: J <br /> , <br /> � h - <br /> -� � , �. , > <br /> � . . . . ... . . . ; ,, , . N <br /> x. <br /> o _ � ,,��.' � � � �� 16028 W <br /> W <br /> � ��b '. � �D PERMIT DOC Z <br /> � � � t DRAWN BY: Author 3 <br /> O ' <br /> � � � � � � � a' CHECKED BY: Checker � <br /> � � �.�_._.�..,.. „ - � DATE: s-�6-» o <br /> � � � SCALE: i/a„_ �,.o„ � <br /> � � <br /> � ' � � <br /> _ <br /> ���� � ° � � � S H EA R � <br /> P � <br /> A ,� i , � � PLANS ' % . <br /> � o <br /> ✓ f"?A! <br /> `� ' �� ��� '� � '��0 ' N � � <br /> �� ' � •- <br /> ; _ . ` o <br /> � -� <br /> r�. �.� . � � <br /> g� ; � �, <br /> � <br /> � I 5VY6 � o �� . � <br /> � �a� - ��� � 4� - o�� � 8� - �o�� � � � <br /> ; <br /> � <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. <br />