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<br /> � DIAPH R GM S
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<br /> � # � F FLOOR AND ROOF PANELS SHALL BE INSTALLED WITH
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<br /> � �'�f�t���' CONTINUOUS PANEL JOINTS PERPENDICULAR TO FLOOR � � �
<br /> ENGINEERING DETAILS j � �
<br /> FRAMING.
<br /> oRAwN BY: �ASH M. �ARR LONG PANEL DIRECTION SHALL BE PERPENDICULAR TO
<br /> FLOOR FRAMING. �
<br /> DATE: 8/25/2017 B@CK ALL CONTINUOUS PANEL JOINTS �"
<br /> �E,� �
<br /> NAIL ALL DIAPHRAGMS WITH 8d NAILS: � �
<br /> PAGE NUMBER: s-2 2" O.C. DIAPHRAGM BOUNDARIES � ` .
<br /> , � , , ,
<br /> o i 2 3 4 5 3" �.C. PANEL EDGES, �
<br /> ADDRESS: 2220 Gibson PL, EVERETT SCALE: 1" = 1 ' 6�� O.C. FIELD.
<br /> � �„ �"� ��� �� � � � �
<br /> BLOCK ALL PANEL EDGES . �, .��r. -�.K.�,. �� � :,� � � � � �� � ����� �. � �.� �� 9�� ��� � � �
<br /> SHEATHING SHALL BE OSB AND SHALL BE APPLIED WITH �! �� �� � � �� � � � � ��� � �� � � � � �
<br /> �
<br /> T D ETAI L LE THAN OR E UTAL TO 19�o MOISTRUE CONTENT � ���
<br /> WIND RE TRAIN SS Q �
<br /> � —�
<br /> WHERE CONFLICTING WITH SW SCHEDULE OR OTHER RECOMMENDATIONS, THE MORE STRINGENT SHALL CONTROL FLOORS SHALL BE GWED AND NAILED , ��.� �.�_��:����:��r�tk-�����-� �il--- � e��.
<br /> �
<br /> AWC M310 DETAIL. �k �
<br /> TEXT SHOWN BELOW FOR CLARITY:
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<br /> ROOF SHEATHING FASTENING � �
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<br /> � � � -:::�
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<br /> NAIL ROOF SHEATHING WITH 8d RING_SHANK OR SCREW_SHAK NAILS 0.131"x2.5 @ 4"O.C. ALONG ENDS OF SHEATHING AND AT GABLE-END WALLS, AND 6" O.C. ALONG INTERMEDIATE FRAMING ° ' �
<br /> � � �' �.
<br /> �:; ������� �,�;��, ��h_ .�,�,���. ri.��. ,x,�. �..,��.�,�:-���,��.M�.��
<br /> ROOF-TO-WAL CONNECTION � � � �
<br /> PROVIDE SIMPSON Hl OR EQUIVALENT CONNECTORS (FRAMING ANCHORS WITH UPUFT AND SHEAR CAPACITY) AT ROOF FRAMINGTO-WALL CONNECTION. ATTACH CONNECTORS ON SHEATHING SIDE OF EXTERIOR WALLS � �> �
<br /> SHEATHE WITH WOOD PANELS � � �
<br /> CONTINUOUSLY SHEATH ALL WALLS WITH WOOD STRUCTURAL PANELS (PLYWOOD OR OSB) INCLUDING AREAS AROUND OPENINGS FOR WINDOWS AND DOORS.
<br /> ANCHORING THE SILL PLATE T
<br /> INStALL 5/8" DIA. ANCHOR BOLTS THROUGH PLATE WASHERS 4' O.C. -
<br /> �. � � � � � � � � � � � ; � � � �
<br /> TIE BACK GABLE END TRUSS � Q � � ° �
<br /> TIE GABLE-END TRUSS BACK TO STRUCTure WitH CONTINUOUS LATERAL BRACES (2x4 LUMBER MINIMUM) PLACED IN FLAT ORIENTATION AT 6' O.C.
<br /> PROVIDE TIE STRAP AT EVERY BRACE. STRAP ATTACHED WITH 8x, l Od CMMON NAILS AT EACH END.
<br /> LATERAL AND UPLIFT LOAD CONTINUITY � n
<br /> NAIL UPPER-STORY SHEATHING AND LOWER STORY SHEATHING INTO STRUCTURAL RIMB BOARD
<br /> � �� ,� � � �,�, � �� � �� � � . ���
<br /> WALL SHEATHING NAILING
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<br /> PLIFT DETAIL U - 1 � � � � ��
<br /> NAIL WALL SHEATHING WITH 8d common nails @ 4" O.C. ALONG PERIMETER EDGE AND 6"O.C. AT INTERMEDIATE FRAMING APPLICABLE W H ERE SW IS DISCONTf N UOUS
<br /> FOUNDATION -TO-WALL CONNECTION
<br /> EXTEND WALL SHEATHING DOWN TO IAP SILL PLATE, FATEN EDGE WITH 8d COMMON NAILS 4" O.C.
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<br /> �_ WHERE RESTRAINING OTHER WALLS: CS20
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