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_-..`vc�."'�' . r"' - <br /> � - � <br /> .<�p z°� 'a 5'� �`a . � ! u' �2°'�i <br /> ,..<-i:Zk '"U:3 ke�£.''.'!2. ..za>Ps�•..k.:k��?w: <br /> ,' :; <br /> ...................................�..,................. ....... ........................Y.Y.......:' :: ::.............. ................................... ....... . . <br /> .. . .... .................:............ <br /> ' .... . . �; , : <br /> ��� ����teaif��rQ�� <br /> � " �`; : DOUBLE STUD * <br /> ...` '� . 3' . <br /> ; j ;i ;; � OR HOLD—DOWN <br /> � �: �� �� POST PER PLAN BO TOM PLATE FOUNDATION �taite ZQ7 <br /> __.�.___.._�,__�.� .._..._. .�_._....,r_. <br /> � ���WW, ���� ���-�`��W �� ��-� ������`�-- ; AT PANEL END. TYP. MARK WALL FASTENER EDGE FIELD STUDS NAILING PI.ATE REMARKS ����-o-ir�(ot�il+�� <br /> ' '! � �� SHEATH{NG (�q��) NAILING NAILING (SINK�R NAILS)(L) ANCHOR BOLTS (i} � <br /> , , <br /> �� , �� <br /> !!U'P. 3���� <br /> �., �.� �� -' �� 1 15/32" CC OR CD PLYWOOD <br /> ;; „ EDGE NAILING �`; � BOUNDARY MEMBER �X OFt OSB ONE SIDE 8d COMMON s" o.c. �2" o.c. �s" & 2� o.c. � �sd's � s" o.c. 5/s" DIAM. � 48' o.c. a,, B, c, p <br /> �; 12 O.C. � t: 2C�? <br /> PER SHEARWALL , PER SHEARWALL 2 X � �sd's � A, B, C, <br /> � C?: �6�.��,�5.23�� �;, <br /> MAX i; �� 2 15/32" CC OR CD PLYWOOD gd CO�AMON 4" O.C. 12" O.C. 5/8" DIAM. � 30" O.C. � � <br /> '' SCHE�ULE z SCHEDULE. <br /> ,;�; ;� � �R OSB ONE SIDE 16" & 24" O.C. 4 1/2" O.C. D. PA <br /> ;,,; '' � ,3 �: ��i�.�.��L,�i���i <br /> ;� ;; (� 3 15/32" CC OR CD PLYWOOD 2 X � 1 6 d S � 5/8" DIAM. � 24" O.C. �� �, C, �, gp N�`�, <br /> ' � " '� �3 �X O R O S B O N E S E D E 8� ��MMON 3" O.C. 12� �•�• �6" & 2 4" O.C. 3 1/2" O.C. E, F, H, M <br /> i � i? �I - <br /> !°' "� �°_ '• 3 HOLD—DOWNS AND <br /> �! �; � � ; 16d � 3" O.C. <br /> :. : <br /> i ;; ;; .; ANCHOR BOLT PER DOUBLE, 2X D SPLICE <br /> �? '; �' € PLAN AND SHEARWALL <br /> : <br /> V.::�:..;.�.�;W__ ., � .. > >__;_.:;��.._. _..�.._ ,,, :..,_ _--� TOP P TES 5 NAIL , MIN. U.�l. L�JCA h um r o <br /> 5TAGGERE � <br /> _.____.�,.r—.-____:.__.__..�..________.,.._.._.__.�..,,..w:____._"..__..::_____:�__�.___----- --;----- --....._____� SCHEDtlLE LA (1 S 0. �p � �'�.�����• <br /> � .:> ,.__. ; <br /> ,._ --- _____._- �'.�� ���`>/��€€��:t�;i� <br /> ,WOOD STRUCTURAL PANEL MA,RK ` � � e - <br /> f (E) USE DOUBLE S7UDS AT ABUTTING PLYWOOf� PANELS A�D ` � j � t �L`� �`���3��������� �� <br /> (A) # �INIM�JP� !ENGTH OF ED�E NfiiL SO"fl� STU�S. (�oUNDARY MEMBER) (�!) �NCHOR �OLT EM�EDDMENT SHALL BE 7" UNO Sf'LICE LOCATION € < < � ` '���������4��� s���t��� `✓�� � <br /> X � SHEAR W�LL PER PLAN I E�GE NAILING SHALL BE STAGGERED (CENTER OVER STUD) E ; � E �,��� ���'���°� <br /> {F) DOUBLE S7UD NA?LI�iG {STUD TO STUD} Si��LL � � TW���� f ' � � ���� � <br /> (B) BL(�vK ALL �A�EL EDG�� 1NITH SGLID 2X BLOCK9NG. �E AS FQLL04�1S; (J) BLOCK ALL r ANEL �DGES WITH S�LID 3X BLOCKING : E , � E ' <br /> ' � E <br /> . <br /> . . <br /> ..e...;... .....,.... ..�...;._. ....:.._. - <br /> - � ��"�`������:��s <br /> ' (C) 7j6 CC t�R C� P�Y�/VUOD, �SB �R T—i 1 �A��E � 16d � 4" O.C. 2 RO��S S-TAGGERED (K) �pTTOM PLATE TO I�IM �ONNECTION OR BOTTOM PLATE TO <br /> S�BSTfTJTED !F STUDS ARE 16" O.C. NO NAILING IN T1-11 SILL DEPENDING Oi� FRAMING ORIENTATION. <br /> GROQ�lES 1S PE�MITTED (G) ALL ��UD� AT ABUTTING PL`(Wt7QD 4'ANELS (80UNDARY ��'� ����'���`�� <br /> MEME3ER) AND AT FQUNDATION SILL SHALL BE 3" NO�IINAL (2.5" �L) SHEARWALL CQNSTRUCTION INSPECTABLc PER IBC `i707.3 �������' ��� <br /> (D) ALL AI�CHOR BOL i J INSTA�L WITH 3"X3"X1/4" STEEL PLATE NET) OR GREATER ���'�� <br /> WASHER T�(PI ��L� T(��' <br /> ��,�TE S�L I �,E �E T�I L s��E�c�r����� ����� <br /> TYP I CA� SH EARUVALL ELEVATI ON AN D SH EARVVALL SCH EDU LE 2 scAL�: r�Ts <br /> � SCALE: NTS <br /> STRUCTUf��L EDGE NAIL <br /> SHERTHIRlG P�R �LAN 2-2X _ <br /> PER PLAN � TUP PLATES <br /> p......>._...,..............:......��--�--�.. <br /> .....,...._�.......................�-----,...--�-�-�--�>�-----.......>...: S TU D S <br /> >.....:......�:......::.....::......::.....::.................::...::...::.....:::.....:.......:................ —� C H <br /> SHEARWALL �: F� � DIAPHRAGM THIS PANEL JOINT IS NOT CONTINUUUS ,� � � �� �� �� � 1�d F�F? Ei� ' <br /> NAILING "�< ; : `: (EDGE iVAILING REQUIRED ON 807H) ;�_—; ; `�» ���'� �F <br /> MARK ` .�_�.� ` , , BOUNDARY NOT �� � `' '' ER 4- Mi�j. <br /> ,..�.._....... --.— �.._..._____...�..._.. ____......______...._._.----__.....__._..____.._..r.. _ _.__ E � �; ;; : ; <br /> _.....___._ ._..__._._..�.__..........___._.....__...._._._..�______......__ <br /> ` ,. ,. .. <: ., :� :: :. .. :� .. :� : �i:.: .. <� .. .. .. .. .. �. _ .. .. ,. .. :x N C7TE 1 TRI M �� <br /> ; � � � : : <br /> ........... ;::.� �� :: „ .. ., , , , ,, ,, ,, ,, ,, ,, ;; ,, ,, ,, ;, i-6E D R SHALL 8E E , i� �.�i ULL 'r�iE9GH�' <br /> A E ` ,� HE <br /> EDGE NAIL ? � MED WITH PLYWO(7D �� � := s` ` NAI �� � <br /> 16d � 6" O.C. HOLD DOWN � `';" .. .. ,. � NOTF 3 OR EQUIVALENT TQ �; E ; dTiJf� �t� iL��a��t. a <br /> � o i:> � �' � T'(P. � �.� � <br /> X PER PLAN �� PER PLAN , �\ � � `\ 3 , +� � PROVIDE FJLL BEARIN� °� '. {��ADER PER PLA� ' ` .� <br /> i� �" �, I P�1NEL FOR CRIPPLE STUDS J ;, <br /> POST OR � PER TABLE I` .. ._ .. : �> > � � �— �� .; ` � <br /> DOU[�LE STUDS PER �� 2 '''�` ; � ._.._. ._ :; ' 3 � � �� � � <br /> . <br /> N AI LI N G TABLE � �;�� STRUCTURAL , , I:: ;�:� . , �� ���'�_..__. �_ ._.: . <br /> HOLD—DOWN TABLE �--SHEATHIh1G 4 X� 1�JOOD .. :> .. ;; .. . <' �` � ' i. `; _ � + , € X� �� ``��„`'�"-, <br /> `'��' ��1: ; �� ; BEARIivG STUD(S} ; :� � <br /> PE9� PLAN STRUC7URAL `; ,Y �„ ,, ,; ; `, 3 ` ' � �.� <br /> � �T WA LL I�J TE R S E C TI 0 N S PAr�E� ��-.----- ..-..._ ,_--.--..----=�=--- , _R__ ....... --�� � <br /> ,: �. ;�:� � ���� �`t ; 2-16d � �3 � (7R1�9�iERS) �_.� �� ��� � <br /> �3:; \:� . F �`• 12" O.C. f; ; PER HEADER TA�LE , �., �,� <br /> r 3.. C�:� j � �__....5 ,.. !� 3 G T � ia � E _ ��'a � �,.� <br /> f'�R TAB�E � ; ` `: \ �--r`� .� ,: � 1-2X E OR OPENINGS UP � 5 —� , j �`� .��, <br /> EDGE NAILING MAX. NA1L SPACIN.� ,, , =, '; „ ;, ., ,: ;::,,---- I Ct;NTINUO� ;� j 2-2X F0� Or�ENINGS i!� TO 10'--G'� � `'� � � <br /> p - STRUCTURAL AT DIAPNRAGtv� ���, . '�� � PANEL JOiNT <br /> � ER PLr1N . �.: : : � �� s <br /> � � S'r'EATHI�lG BOUPJDARY Ah�D ,, �. ,\ �� �,� �; < �,` � € i � � � <br /> POST OR DOUBLE STUDS � PER PLAN SUPPOR7ED E�JGES IS 1`, ` � ' " " ` � <br /> PEi� �OLD—L�OV'JN TA�LE ^ ::3:� .. j „ ;� ; ; i �;� �� �` <br /> � <br /> �> �f NOTE 1 — CLEARANCE PER PANEL MFR. 1/8 MIN �j � --- ��— ; � <br /> •-:- �a :_ ���..��...:<�-: 6 0.C. �., .. : . : <br /> E �-�--- , � �----- ,` NOTE 2 — PANE� EDGE DISTANCE. 3f8" MIN. ; i� ;� ` `•• ;i _-.�^_����+ { E � `� �, �� <br /> : , :. �_. <br /> PE� YOLD-DGWN ;,€ _.......�. ,, ..: �_ . �,: ,� ,: : � 1 <br /> MFG. REQUIREMEN'T'S E' —� �" NAILI�IG �i U INI�ERMEDiATE F�RAMING NOTE 3 — LUM�ER EDGE DISTANCE. 1/4" MIN. FU�L HEIGHT STUDS E 3 = � � � �; = f� ; ` �°� � <br /> E�--;-_,� ' THIS PANEL EDGE IS NOT " ,�..----��J � � � MEMBERS IS ALSO KNOWN AS "FIELD" 2-16d TOP AND € ; E ` E� ; �' � ` � �-� <br /> � \ : <br /> �.�'-`��; SUPPQRTED 8Y BLOCKING ., --�'� ` � � � 1 I ( _ __�_,_ �� ° <br /> i <br /> � � � _; tj--F � d <br /> EDGE NAiLING €! �` ._._.---� : I NAILING SPACING IS 12 O.C. �OR BOTTOPA. FOR EACH ; � ;� _ � [ � <br /> PER PLA� �'� HOLD—DOWN AND IS KNOWN AS �-� ; � _, -' ROOFS AND FLOORS (6" O.C. YNHEhd 1 1/2" O F W I D T H. — � <br /> °'; PEK PLAP� UNE3LOCKED EDGE. ` {--� ROQF 0� � <br /> STRUCTURAL �� ADDITIONAL SUPPORT MAY � �._ — i=L00R ,JOIST SUPPORTS ARE SPACED 48 OR <br /> �f AT CORNERS BE REQUIRED � GREATER) <br /> SH�ATHING i...... . .......i. ... . <br /> PER PLAN <br /> CAL SHEAR WA�L TYPICAL ROOF AND F�OOR TYPiCAL WOOD STRUCTURA� PANEL � <br /> TYPI � <br /> � — OUVNS SHEATHING UNBL.00KED I� ;�ILING NAI �I �1G FOR WALL, F�OOR �c ROOF �YPICA� HE�DER DETAIL �� <br /> I N TER �ECTI ON W, TH H OLQ D ( ) � 6 <br /> � � SCALE: N TS SCALE: N TS � <br /> SCALE: NTS SCALE: NTS � <br /> o�t�; ��%�7A�� <br /> �o��. .�����.� <br /> �s�'vlSl�r`) i'�fS#'f�,'�a � <br /> �_._�_ __.__���_ <br /> � <br /> S <br /> ' _.—�_.__��.__..�______.��.__._ <br /> � <br /> _.�.�_�_._�._._.. -__..�_._�.._._... <br /> `��:�z.-�.�;�'�. �� v <br /> �� ��.����,::� .�� <��.�2,�; <br /> _ <,�j3�)T�L'P_�f�g1: <br /> , <br /> � ��r� � ,� <br /> �� �� � <br /> 4 ��' <br /> {ix"��(����,'���'@�����. <br /> ���j E:��> �;�. '�,��,� �= <br /> ��• q <br /> ��.�S �� ';. <br /> - , l�� �� 3 �, J <br /> S <br /> V F g 6 i <br /> y Y � <br /> �'9 {� � � �.� <br /> ' f � <br /> _ � ..�\ '+�''�,��''� ,>� �+ .... <br /> 'a�' �4'�..�i�.�i r� E�y '�I <br /> ��.��-� ���f f�a vaP� S re"� � <br /> ?�,.�'� � �3� .� <br /> ,,`���a�'�`,�'.����� <br /> �� � 1`�� <br /> ����� <br /> �� . <br /> cady R. h"crrr, �,E. <br /> �_�=��.-���.� <br /> �'������� �f������� � <br /> �:e i,�1f�.� <br /> �i <br /> ��� � � <br /> �x� . _ <br />