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<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} �
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<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
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<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
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<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.
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<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 � � �� � �
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<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 ( _ __�_,_ �� °
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<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
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