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� ���-�-� ` <br /> � . ,���\\.� �������,� �� �� <br /> \'\�� ��� � \ <br /> �� �\� �\�` �� <br /> \ \�����. ����.��� <br /> . �`�� :\ \t�� � �� <br /> ���.�� � � �� �.. <br /> \�\\\\�` �a \\�_.\\� \�\ <br /> TH 15 PAN EI ,101 N T I S N OT C0�!TI rl U OU S "�����•����"��•����������`��o.��������a,��. <br /> ` �W . _.��. ....�� ..:.... ..... ....�� .. �............ DIAPHRAGM . , . <br /> � ;.... <br /> (EDGE NF�ILING REQUiREU 0�1 �OTH) . ;j< „ <br /> _...... . ..�. <br /> ,_; ` < <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 <br /> .''� <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 /> ; <br /> �.....................:................_.... . ..... <br /> .....:..............::......._...._.._._ .._ ..._ <br /> ..� <br /> � SNEARWALL i o' i�E�,� � <br /> NAILING ` � <br /> MARK —�-� �� � ! � <br /> \�r s <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 <br /> � , __.�....._______ ____ ___,_____ ___ __W __ _____ _ �_:�.�..:.__.,�;_____.__. � <br /> „ - �- <br /> � ` � �-�- ` <br /> :______._____.. _._...._.....___...__ _ _.� _________ . �" <br /> I,� � �� <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 �` ; � � � �� �� <br /> � .:...;_„ 3 <br /> . . � � . �...,....:...........::...� . ? � E � � . . „�,�. . <br /> i�1�TE 1 -- CL�ARAN�'E PER PA�1F�L MFR. 1/8" MIN �' � .�.� i . ; <br /> �.. ...:.... . ... � � <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 � � <br /> ri � `� <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� <br /> � <br /> . � �CALc: N TS � SCALE: N 7� - - - - � SCALE: N TS � <br /> � <br /> .� <br /> . �.. <br /> �. <br /> _ . . - a � -�.� <br /> �ar�: 7f`�E�/'17 <br /> ` J�{��. 1�12� <br /> ��visiran Hi��r�ry: <br /> ` ' ' ���r�vecl�y: <br /> . �� � `� ,�� <br /> :�v ��t� <br /> ��������'���f�������� <br /> �� Y + <br /> `F <br /> � �' �� <br /> . . . . . . 4�fRg. �� r ,� <br /> d <br /> V <br />. , - . . . � . � . . . . . . . R ��� ,.�.`Y.i�`r � � �3 �. <br /> �3 <br /> � � � ����� � <br /> a ���� , �t <br /> f <br /> ���������������� <br /> � �����Y �� ��� <br /> ���� .� <br /> : �✓�"��.,;,��:.'�,��°� <br /> ` �'CJ£�y t'� 1'��re, �.�. <br /> . . . . . . . . � s�i,---- - � <br /> � . . . . . . ,T,,,L',,,i'-t�+g�`�.F.- _ .��RS.r`a.�- . <br /> . . . . . � .. wJ�f l�Pd'�f+��s' . <br /> �=�',���11��� �� ��1�� <br /> ������� �� <br /> � �� �� �- � <br /> . ,x <br /> . �F � <br /> � � � < � � <br />