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<br /> TH 15 PAN EI ,101 N T I S N OT C0�!TI rl U OU S "�����•����"��•����������`��o.��������a,��.
<br /> ` �W . _.��. ....�� ..:.... ..... ....�� .. �............ DIAPHRAGM . , .
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<br /> (EDGE NF�ILING REQUiREU 0�1 �OTH) . ;j< „
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<br /> � � o�_... 0 .,� !� ......... . €
<br /> BOUNDARY
<br /> __...�_____�______________ ,_W_.__ �__�__________�____,_
<br /> ° � � ; DOUBLE S7UD 'oo 0 0 0 0 0 0 0 0 0 0 0�0` o o n o0 0` o� o 0 0 0 0 o`�yo o a�o�o� ' �� ��7 ��'������t���r
<br /> 0!; �� � �� � ; OR HOLD-DO`NN , ��, ;
<br /> �;`.... . ... � .. ��.. � • ; PfJST PER PLAN ° o 0 0 ° ° o � _ � S�lt� 2�r'7
<br /> ...��� _.__ _. .. ... . , .. _ . ................ � BOTTOM PLATE FOUNDATION I
<br /> ;..��::.: �:.:::;::��:� :;. -��:.�:�._.., .:_::::�:.�:.:::��::�°:.�::::��--T� . . . : AT PANEL END. TYP. WA!L �f�STENER EDGE FIELD r � �o 0 0 ° ° �
<br /> , ( � ; `� MARK �TUDS NAIi ING PLATE R�MARKS , � � ; �����-�n./�������
<br /> . ,�� �^ � � � SHEATHIN� NAIL NAILING I�IAILING ;° o 0 0 ° ° o 0 0 ,� � _ �
<br /> _� � � �� � � C ) (SINKER NAILS) (L) ANCHOR BOLTS (I) � o 0 0 = ��, �����
<br /> � Z.. { E �
<br /> °!E �° ' • ° = 1 15 32" CC OR CD PLY'NOOD 2 X � 4 X8 WOOD �
<br /> ` €� �� �n�'� ���L��C' 1 � � BOUNbARY MEMBER rX / OR pSg QNE SIDE 8c1 COMI�ON 6'� O.C. 12'� O.C. 10" & ?4" O.C. 16d'S � 6" O.C. 5�g„ DIAM. C� 48" O.C. A, B, C, � ' � _�� o 0 o Q�� o 0 o i ? '
<br /> ?± ! 12" O.C. � � •, : ,
<br /> . .
<br /> � �''_.` MA,`C 'j '`',-.PER SHEAR�f,'�LL ���-e--_.� ..:,: F'ER SHE�RWALL STRUCTURAL �° o�o !� i o �: 3�,�s.�'S�.��.'�:3 €�xt. ��7
<br /> < �? ? 2 X � 16d'S � o 0 0 0 0 0 0 0 o r � ,
<br /> ,;i !i ���F�VLF � ` SCHE�ULE. � 15/32" CC 6R CD PLYINOOD 8d �OMM0�1 4" O.G 12" O.C. 5/B" DIAM. � 30" O.C. A� B� �� PANEL �- .-----. -----.- --.----- --- - -- � ;�-y �^p
<br /> X O R O S B (�P J E S I U E 16" & 24�" O.C. 4 1 2" O.C. D Ml =O � �������-���`�" � �
<br /> . . . �i i � �'"-.. i� �a � / r = _�`_ p i0 O O ".O__._. rJ O t�f � ; . �. ���i.7il!.��J.G?S �
<br /> iE � ��� � i; � i : . � . . . .
<br /> °i i �� ''�-.i= E = o E o o a f �
<br /> � ' :�����.�������
<br /> �` ,b� ,-'' '.; �'''a� � 3 � MAX. NAIL SPACING = �o 0 0 ."-�� �,:�
<br /> /�-E° n ° E° O o � v o........_.._.�. E � � �or�-ri�uos
<br /> °�E 3� �° � H�LD-170WNS AND AT DIAF'HRAG�1 ` P�,�lEL �JQINT
<br /> ��i �� �= e '�� i����ANCHOR BOLT I�ER � �o o Eo �'�` f�! ,�: .� � - �����—
<br /> !� � � � � �"' � �(�- PLAN ARIO SHEARWALL . E30UNDARY AND '° o °�° o 0 0 ��� ' � �-f�
<br /> � I: I
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<br /> ... .........�._._....--�-----------------,._._.._._....W_.._..:..............�............._._._--�----------------....,........_...
<br /> - Vb00D STRUCTUR,�L PARIEL M,�RK „ „ �, SUPPORTED EDGES IS : E : J�
<br /> „�:......�... .....�..........�..........a_....._.�..._....�..........4........_�._.f....�...._....�.._.......�._......�......._..�....._:.._9�___..i......... SCHEDULE ��� (D� ALI ANCHOR BOLTS INSTFILL WIT�1 3 X3 X1/4 STE�L PLATE » :o o,o ; ; � ��.��'��J�o
<br /> � � ! -
<br /> (A) � IviiNIMU�,i LENGTH OF WASHER 6 O.C. ; o` °�o W..Y`_ Q °
<br /> � if-� .
<br /> _______________,.. ,r; �
<br /> : ;o 0 0 0 ����:= � �
<br /> X � SHEAFt WALL PER PLAN ; °�°._._.�. � � �lv— �3#�1�t�1 �.��i�;�l��I�VV:5�6/
<br /> „ , . ...___...._....__ ; P�AII If�G 70 INTE{��4EDIr�"�E FRt���il�G
<br /> � (E) F O U N D R T I O N M U D—S I L I S S H A L L E 3� 3 N O M I N A L T H I C K N E S S T H l S P A N E L E D G E I S N O T�€'o ° .....-�--��� ����"�������"���R� _ � � �� , , „ � ,> 1�,�� ���I.�L�,��T��
<br /> B �LOCK ALL PANEL EDGES WITH SOLID 2X BLOCKING. (2•5'� �!ET) OR NA,VE DOU�LE THE DESIGN NUM3ER OF ANCHOR SUPPORTED BY BLOCKING io � � � !� P,�EMB�RS 6S aLSO r���ONN AS �i��.� ' �. , r i
<br /> � > BOLTS. AND IS KNOWN AS � � � NAILING. SPACING I� 12 O.C. FGR �'����7��, ���
<br /> 7 IJNBLOCKED EDGE. I ��� �.._ �„ ,
<br /> � (C) /s CC OF� CD PLYWOUQ, OS� OR T-11 MAY 8E ' RoOF oR ��O F S A N D ���O R S ;� 0.�. ��/�-I E�1 ����1
<br /> " F ANCHOR BOLT EMBF_DDMENT SHALL �E 7" UNO ADDITIONAL SUPPORT MAY � FLOOR JJIST �UPPORTS Ai�E �PAC�D 48" OR
<br /> SUBSTIT�JTED I� S7UDS ARE 16 O.C. NO NAILING IN T1-11 � � BE REQUIRED � GREATER)
<br /> GROOUES IS PERMITTED !--�
<br /> ���'������,��',
<br /> � TYPICAL r� 00F AND ��O�R .���������r,t�����
<br /> - T`�PICA� SHF�ARWALL E�E\/ATION AND SHEARWALL SCHEDULE SHEATHI �IG ( UN � �OCI� E� ) NAII_ �1G ���°�
<br /> �.; — � .
<br /> SCAI_E; i�TS - - - — - - — 2
<br /> SCALE: N TS �tv���-��i�11s� �:��'�IT�' ,
<br /> . �TRUCTURAL EDGE NAIL
<br /> SHEATHiNG PER PLAN �s.�,�==-,.�:,�: _
<br /> F'ER PLAN �
<br /> ;
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<br /> .....:..............::......._...._.._._ .._ ..._
<br /> ..�
<br /> � SNEARWALL i o' i�E�,� �
<br /> NAILING ` �
<br /> MARK —�-� �� � ! �
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<br /> �_.._...�....____._ ��`�,�_�__��.........._._ - .
<br /> �JOTE 2 X „ ` --���1 EDGE NAfL �
<br /> �I��r� 1 --�. � 16c� � 6 O,G HOLD DO�P�N � PER PL�,�! 48' MIN.
<br /> `'� N�TE 3 PEr� PLAN �,._�
<br /> [�
<br /> . PUST �F� � � PER TABLE „
<br /> , D�JU�LE STUDS PER �? DOiJBLE, 2X 16d �r3 O.C.
<br /> ; ������L N AI LI�!G TAB�� ., E� STRUCTURAL ST�GG�RED �
<br /> ; HOLD—DUW�! TABLE .............::.......:..E�a.,� SPi ICE , �
<br /> �`. ^ f PERAPLAN rOP PLATES � � ���, u,�y,p, LOCATIaN �
<br /> ;: . ...:::._ ���7€ (16 NAI�S, .
<br /> ' <..............._......._..........-----------------------................_.......�_...._............._...................................._._......_............_ �
<br /> ��;'� AT �NALI lNT�RSECTIONS
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<br /> �f �° PEft TABLE , � � � � �`� �
<br /> � �.......� EDGE NAILINr SPLICE LOCATION j , � �
<br /> PER PLAN STRUCTURAL (CENTER OVER STUD) ; � � � �
<br /> �,
<br /> PQST 02 DOUBLE STUDS SHEATHING TYPICAL � � � � WALL � �
<br /> i'ER PLAN � , STUD �.� �
<br /> PER HOLD--DOWN TABLE �` ; � � � �� ��
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<br /> . . � � . �...,....:...........::...� . ? � E � � . . „�,�. .
<br /> i�1�TE 1 -- CL�ARAN�'E PER PA�1F�L MFR. 1/8" MIN �' � .�.� i . ;
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<br /> PER NOLD—DOW�! ..... � r , ._.. � � .
<br /> . haOTE 2 -- PANEL EDG� DISTANCE. 3/�" P�IN. M�G. REQUIREMEN7S €, � � •
<br /> �iOT� a — LUIv1E3EF� E�GE DIST�N�E. 1/4" �iN. � �-' �_�� �S_____�_________.� � � �
<br /> !: � �
<br /> EDGPERAPLAN f.1 HOLD—DOWN � �
<br /> - �;I PER PI AN
<br /> STRUCTURAL �,�-€�
<br /> �r�EaT�irac , r;:...... �..... AT CORNERS � �
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<br /> PER �'LAN
<br /> �
<br /> . TYPI �AL WOOD �TRIJCTURA� PANEL TYPICAL �HFAR WAL� TYPICAI_, TaP
<br /> �lA �If��1G F0� W�LL, F��C�R �c R00� IRlT�RSECTION WITH H01_D — DOWNS � PLAT� SPLICE DETA I�
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