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<br /> . o b e �e DOUBLE STUD � "������ � � •6 ,�`��
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<br /> _ � OR HOLD—DOWN I
<br /> � � E POST PER PLAN 81% iVlet�alf S�reet
<br /> � BOTTOM PLATE FOUNDATION �
<br /> ' � AT PANEL END. TYP. MARK WAL� FASTENER EDGE FIELD STUDS NAILING PLATE REM/�RKS '� Suite 207
<br /> ' ' SHEATHING (NAIL) NAILING NAILING SINKER NAILS (L) ANCHOR BOLTS Q) ;
<br /> _ A � , +I � _ ( ) I
<br /> j �e ' S��ro-Vl/ooll�y
<br /> , 1 15/32" CC OR CD PLYYVOOD 2 X �
<br /> ; � �2„ �C EDGE NAILING BOUNDARY MEMBER eX OR OSB ONE SIDE $d COMMON 6" O.C. 12" O.C. 16' & 24" O.C. 16d'S � 6" O.C. 5/8" DIAM. � 48" O.C. A, B, C, D ' V1�,�.. 9�2g�
<br /> MAX PER SHEARWALL PER SHEARWALL ',
<br /> SCHEQULE 2 15/32" CC OR CD PLYWOOD 2 X � 16d'S � q� g, �. i
<br /> , SCHEDULE. e OR OSB ONE SIDE 8d COMMON 4" O.C. 12" O.C. 16' & 24" O.C. 4 1/2' O.C. 5/8" DIAM. � 30" O.C. D. M �: ���.$��a.Z��� �X�. ���
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<br /> ' � 3 15/32" CC OR CD PLYWOOD 2 X � 16d'S � A, B, C, D, � �: 3��.���.��Z�3 •
<br /> � 8d COMMON 3" O.C. 12" O.C. 5/8" DIAM. � 24" O.C. '� 48" MIN. �--
<br /> �o � X OR OSB ONE SIDE 16" & 24" O.C. 3 1/2' O.C. E, F, H, M
<br /> � ° ° ' ° � HOLD—DOWNS AND �,, :
<br /> � h. �
<br /> � , ANCHOR BOLT PER 16d � 3" O.C. ,
<br /> DOUBLE, 2X SPLI�E
<br /> PLAN AND SHEARtiVALL TOP PLATES (16 N�ILS, �AIN. IJ.N.O. LOC�TION
<br /> _�.�.. € = STAGGERED ,
<br /> SCHEDULE '
<br /> �L��'�`�.
<br /> . . . . . . . . . . � . . . � E � � � � .
<br /> �WOOD STRUCTURAL PANEL MARK . . '.
<br /> (E) USE DOUBLE STUDS AT ABUTTIiVG PLYWOOD PANELS AND r ���' ���f�'�����s
<br /> (A) # MINIMUM LENGTH OF EUGE NAIL BOTH STUDS. (BOUNDARY MEMBER) (I) ANCHOR BOLT EMBEDDMENT SHALL BE 7" UNO I SPLICE �OCATION �4� V�91�1f)�RL1fV �� �:
<br /> , X SHEAR WALL PER PLAN I (CEN7ER OVER STUD) � Cr�iV1��11� l�Lt�i�l�3, '�A
<br /> ' (F) DOUBLE STUD NAILING (ST��D TO STUDj SHALL (j) EDGE NAILING SHALL BE STAGGERED , w�,�L :
<br /> TYPI CAL STU D ����� �
<br /> ; (B) BLOCK ALL PANEL EDGES WITH SOLID 2X BLOCKING. BE AS FOLLOWS; (K) BLOCK ALL PANEL EDGES WITH SOLID 3X BLOCKING I�
<br /> ;
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<br /> - . . ..:,. . ....).... ..::... . .3.._ � .
<br /> ; (C) �/6 CC OR CD PLYWOOD, OSB OR T-11 MAY BE 3a- 16d � 4" O.C. 2 ROWS STAGGERED (L) BOTTOM PLATE TO RIM CONNECTION OR BOTTOM PLATE TO � �,���,q������: �
<br /> SUBSTITUTED IF STUDS ARE 16" O.C. NO NAILING IN T1-11 SILL DEPENDING ON FRAMING ORIENTATION.
<br /> ' GROOVES IS PERMITTED '
<br /> (�) ALL STUDS AT ABUTTING PLYWOOD PANELS (BOUNDARY
<br /> ' � M�MBER) AND AT FOUNDATION SILL SHALL BE 3" NOMINAL (2.5" ' ���7�11�������
<br /> ' , � , . (D) ALL ANCHQR BOLTS INSTALL WITH 3"X3"X1/4" STEEL PLATE NET) OR GREATER (M) SHEARWALL CONSTRUCTCON INSPECTABLE PER IBC 1707.3 �v���.�-� �� ' . ti;
<br /> � �- � , WASHER . .
<br /> i � �d��l i
<br /> T.,,
<br /> � � , � - - TYPI CAL, TOP
<br /> ? P L A TE S P L I C E D E TA I L sr�o����.��-� ��ur�rY
<br /> � ', TYPI CAL SH EAR WA�L ELEVATI ON AND SH EAR WA�L SCH EDU LE '�, � ' �
<br /> _ � '� SCALE: N TS !
<br /> a � ,. SCALE: N TS I I
<br /> , ,
<br /> �' � i' ;� - STRUCTURAL EDGE NAIL I
<br /> _ SHEATHING 2_2X
<br /> PER PLAN
<br /> �; PER PLAN TOP PLATES
<br /> � I : ' CRIPPLE ,
<br /> , .�..__...,�_...--�—....-�_...._...,�..w_�
<br /> _ �, ::�._.�.._�.__._�_._.. , STIJDS
<br /> NAILING THIS PANEL JOINT IS NOT CONTINUOUS _
<br /> SHEARWALL �.�^��� o�� DIAPHRAGM I � 2-15d FOfZ EA.CN !
<br /> ,:. .
<br /> MARK : ; � � ` � , 4-" DE�'TN t?F
<br /> BOUNDARY EDGE NAILING REQUIRED ON BOTH ,
<br /> � HEADER SHALL BE � 1 • �� � � � ' �EADEf� 4� �AIN .
<br /> ,, ;�.________._..�___, ____ ..� .__...._.._______�_�,
<br /> 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 � o 0 0 0 0 0 0 o NOTE 2 ' , < <3 = �� ( )
<br /> I 16d � 6" O.C. HOLD DOWN �EDGE NAIL o 0 o NOTE 1 , j TRIMMED WITH PLYWOOD � €� � �f i °� � 1�1AIL FULL i-IElG�-IT '
<br /> , OR EQUIVALENT TO _ � ; € STUD TO HEADER. ,
<br /> � e I PER PLAN o 0 0 0 0 0 � NOTE 3 i, � i' �
<br /> PER PLAN � (,'� o 0 0 � � � �
<br /> !, POST OR �( � PER TABLE o 0 0 0 � � o o a { ,� PROVIDE FULL BEARING �� i Tl`�.
<br /> , � r PANEL FOR CRIPPLE STUDS HEADER PE� PLAN s ; �
<br /> 0 0 0
<br /> ( . � r �
<br /> ' �I - NAILING TABLE DOU�LE STUDS PER I ( STRUCTURAL Z # .___._�_ � _.__. �: � �� � I
<br /> � � HOLD—DOWN TABLE ......�. ,.....�k�— 4'X8' VVOOD o 0 0 0 0 0 0 0 � :.>> ,����... :. , ,I � � �� ; � �
<br /> ( �', SHEATHING o 0 o I
<br /> Pii PER PLAiV STRUCTURAL �� � j � [ I
<br /> ' P�NEL o 0 0 0 0 0 0 0 0 � t , � BEARING STUD(S)_�s ; i � '� ',
<br /> , ; AT WALL INTERSECTIONS o 0 0 0 0 0 0 0 0 = � I ,� i �
<br /> 2-16d � . (TRIPAMERS) � � �
<br /> , � � _ o 0 0 0 � � ' ,� � � � PER HEADER Tf�BLE � j � �
<br /> ,� �' o 0 0 0 ; 12 O.C. � ' '
<br /> PER TABLE o 0 0 '' � `
<br /> ' i '' EDGE NAILING MAX. NAIL SPACING o 0 0 � - 1-2X FOR OPENI�IGS UP TO 5'—On -�- � � �
<br /> CONTINUOS E �; ."
<br /> ' '' � STRUCTURAL AT DIAPHRAGM o ' o 0 0 � , � ��
<br /> PER PLAN o 0 o PANEL JOINT ~`��'_; �2-2X FOR OPENINGS UP TO 10 —0 ( �
<br /> POST OR DOUBLE STUDS , SHEATHING BOUNDARY AND o 0 0 ' � ` � € 3 � � �
<br /> �. PER HOLD-�OWN TABI E v .W` ` . W PER PLAN SUPPORTED EDGES I; o 0 0 0 0 0 0 ,/ �� E � ; � �
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<br /> 6 O.C. NOTE 1 CLEARANCE PER PANEL MFR. 1 8 MIN —
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<br /> � • o 0 0 ���W� o 0 0 ; NOTE 2 — PAiVEL EDGE DISTANCE. 3 8" MIN. � ; � � �' ' � C�
<br /> � PER riOLD-DOWN ' ' , --/' € ' ' � � � E i {` � 1( � � ' �� ; � � � •
<br /> � MFG. REQUIREMENTS �;�. 3 ; ; THIS PANEL EDGE I5 NOT o � . ,___..�-F�����"��T� ��� j � � NAILING TO INTERMEDIATE FRAMING � NOTF" 3 — LUMBER EDGE DISTANCE. 1/4" MIIN. FULI. HEIGHT STUDS € [ ` �' I ;� ; � ;
<br /> � .�.�.T.�m�.� ---� � � � � s` MEMBERS IS ALSO KNOWN AS FIELD 2-16d TOP AND ; [ ; � ! E� ' � I,
<br /> mm SUPPORTED BY BLOCKING -b'" ; I, � „ I � � � ,� � �� � �
<br /> EDGE NAILING !'I ° ---''�3 E • � � NAILING. SPACING IS 12 O.C. FOR I BOTTOM. FOR EACH � � i � , �� � t� •
<br /> �••� HOLD—DOWN AND IS KNOWN AS �--" ( ; , i „ „
<br /> PER PLAN ; �� PER PLAN UNBLOCKED EDGE. € � 3 �� ROOF OR ROOFS AND FLOORS (6 O.C. WHEN �� 1 1/2 OF WIDTH. � , , 5 � I : �`� .
<br /> �
<br /> , � . _ STRUCTURAL _��';,:� � ADDITIONAL SUPPORT MAY € � FLOOR JOIST SUPPORTS ARE SPA�ED 48 OR � : �' . � : � �
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<br /> � SHEATHING ._�:i :. ....�_....:. AT CORNERS BE REQUIRED E GREA7ER) . . �. . ; � .�. ';
<br /> PER PLAN -�' , �. � _ � . . .� , :
<br /> �, , ;
<br /> _
<br /> , _ , ;
<br /> TYPICAL SHEAR WAL� TYPICAL ROOF AND FLOOR TYPICAL WOOD STRUCTURAL PANEL ' � � `
<br /> ,
<br /> NTERSECTION WITH HO�D — DOWNS SHEATHING UNBLOCKED NAILING NAILING FOR WALL, FLOO�R 8c ROOF TYPICAL HEADER DETAIL � ' '�
<br /> 3 4 � � 5 ' ��
<br /> SCALE: N TS SCALE: N TS SCALE: N TS ' `� SCALE: N TS �
<br /> i . �
<br /> » „ _ B II,
<br /> 4X12 DF—�2 OR 3 1/8 X 12 GLB V4 , � ,
<br /> SHEATHING FILLER ' I ���e: c�/Z7/�7
<br /> . . . . , � . o u r a � a � o a o � . � � . . � . . n o u a c . .
<br /> . � . . �� tl U A U y � Q 3 U r.� U � . . . '� U C O C p . �.
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<br /> ,� � n � A s a u -; a � a o a IF NEEDED ' Job#: .271.��.1
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<br /> � �a� =� tl u� MST27, ONE SIDE �� t R2visic�r� Mis?�ory: ;
<br /> FOR A PANEL SPLICE �a .°� sa: OPPOSITE SIDE OF HOLD—DOWN °�
<br /> � (IF NFEDED), PA�JEL c° `°a ;6� 5�� a �G SHEATHING ,
<br /> � EDGES SHALL BE a° ��;a �°! � FASTEN TOP PLATE TO HEADER WITH TWO ea � aa � PER PLAN , �'
<br /> � � °�� °s ROWS OF 16d SINKER NAILS AT 3" O.C. a° �° ' ,
<br /> � ' BLOCKED, AND OCCUR e� c6 m#; �al m� n�
<br /> 1f .. tl �� R i Q . � A 6 � '. � ..
<br /> � . - WITHIN 24 OF MID— , av a a ap �� ��� FASTEN SHEATHING TO HEADER WITH 8d COMMON OR a° °° 16d SINKERS I
<br /> � ���� � , HEIGHT. EDGE NAIL �p -a� a n�, �Q� �o ., °d °0 2 RQWS �
<br /> a� � GALVANIZED BOX NAILS IN 3 GRID PATTERN AND Q � I
<br /> .� . . � )J � �}R � P c � V S i O C � >l . . .
<br /> , 8d � 3 O.C. AND �� �° val a�; 3" O.C. IN ALL FRAMING (STUDS, BLOCKING AND SILLS) TYP. ;a ;� � 3 O.C. '� -
<br /> � a 6 ,.
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<br /> . . ._. stitch 2X'S WITH a a o �_._..
<br /> . �a U� Oa . . p . .>.,.... I .
<br /> i,� ; '�' - 3-16d SINKERS �� `�Q tlU �a. �ER PLAN oa oo ...__...:;,:.:,.... SNEATHING I,
<br /> � . ` , _ �c� ��6 �6 a��— MIN. (2) 2X DF—#2 PER PLAN °n ', i HOLDP DOWN .
<br /> # ;:
<br /> o� �U� A 2 xi� 3/8" MIN. THICKNESS p A � PER PLAN
<br /> � �pproved By:
<br /> . . , �U � j WOOD STRUCTURAL PANEL ' ; i � ; ,
<br /> � an �ac , t� �
<br /> a� f�� i SSTHD14. MINIMUM OF , _ _. ,�� � ��� �
<br /> � � � � � � : � �� �.�, ; �
<br /> .. °s u�..a a�o a a� a s i � . . o`a n o, � .
<br /> , , � , � ,,�,`! .����a �a o� U, .�a ��2�, END DISTANCE (TYP.) �a ya � �', �; t������ - ��'�,�, � ,
<br /> � �I 5/8" DIAM. ANCHOR BOLT MIN. 2"X2"X3/16" PLATE WASHER 8" fiN , �` -�� ;��?�� �� - '
<br /> . , � �'! I WITH 7,� MIN. EMBEDMENT g , � �. �
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<br /> � i FOOTING PER PLAN FOOTING PER PLAN � y ,
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<br /> � , �-��,, �p, r ,,. . �� �� � � � ��� � � � ��� ��� ��� � � � � � � GARAGE � OPENING � � � � �� '�,, � �� � �..
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