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SIMP A35 <br /> EOGE NAILING PER SW SCHED ��oFP A F'q� <br /> PER SW SCHED, ��P�� � �c�� : .`, <br /> TYP <br /> � ,F`� � 9 , <br /> -� <br /> EDGE NAILING PER SIMP A35 ��,�'��,T 23024 �������`' <br /> SW SCHED, TYP PER SW SCHED <br /> �s �� � vti <br /> SHEATHE & NAIL / 2x RIM S1�NAL E� <br /> CRIDDLE WALL � � <br /> PER SW-6 X RAFTERS EDGE NAILING PER <br /> / \ PER PLAN SW SCHED, TYP <br /> \ <br /> 8d 0 6"oc - - <br /> HEADER PER \� <br /> PLAN \ <br /> SHEATNE & NAIL 2x BLKG BTWN TRUSSES \ <br /> CRIDDLE WALL RAFTERS � � <br /> PER SW-6 PER PLAN W/ 10d C� 6"oc � � � <br /> w <br /> � z � <br /> 2x BLKG <br /> SIMP A35 PER RAFTERS J Q o M� � <br /> SW SCHED PER PLAN � � �� � <br /> � 4,_�,�oc, T Y P Y �,�M � <br /> 8d @ 6"oc SHEAR WALL Q N �o��N <br /> TRUSS GIRDER PER PLAN 2x BLKG F— � N� N <br /> PER PLAN (� 4'-0"oc W � � °'�3 <br /> � �N <br /> a o � � = � 3 <br /> cn a� 3 <br /> TRUSS GIRDER � � <br /> PRE-MANUFACTURED PER PLAN z O ` ' <br /> TRUSSES PER PLAN Y <br /> AT PERPENDICULAR RAFTERS AT PARALLEL RAFTERS Q O Q <br /> � � J �„ , <br /> 2x LEDGER TO � —� � �' <br /> � <br /> TRUSS TOP CHORD m <C a. � <br /> W/ 10d � 6°oc (.� y <br /> �- �, <br /> PRE-MANUFACTURED � Q � <br /> TRUSSES PER PLAN � � `� <br /> � � � <br /> 10 SECTION AT SHED DORMER 7 SECTION SHED DORMER � N . <br /> C� 4 2 x R O O F F R A M I N G 1 <br /> �' �� i <br /> CONT 2x BLOCKING <br /> ROOF BOUNDARY NAILING <br /> PER PLAN & GENERAL NOTES SIMP A35 AS REQ'D <br /> PLYWOOD ROOF BY SW SCHED � <br /> NAILING PER SHEAR ROOF SHEATHING SHEATHING "'��' <br /> ;.,.,;.� <br /> PER PLAN ' <br /> 03.28.17 Coordination <br /> NAILING DIAGRAM, TYP Review/ <br /> 8d � 6"oc <br /> GABLE END TRUSS 10d � 6"oc, UNO 04.24.17 Permit � .� <br /> ON SHEAR WALL ON ROOF PLAN 07.06.17 Permit � <br /> PER PLAN Np�, TOENAIL 16d 0 6"oc Corrections � <br /> �- PRE-FAB TRUSSES SHEATHING ON TRUSS MAY BE IF NO A35 <br /> PER PLAN OMITTED IF TRUSS IS ENGINEERED •o• <br /> FOR SEISMIC/WIND DRAG LOAD <br /> 2x6 LEDGER <br /> Y"PLYWOOD WOOD JOISTS/TRUSSES EA STUD Od INTO . <br /> SHEATHWG PER PLAN � �� x <br /> NAILING PER SIMP H2.5 AT A�TERNATE RAFTERS <br /> SW SCHED JOIST/TRUSS (4'-0"oc) PER PLAN • <br /> SHEAR WALL PRE-FAB TRUSSES <br /> PER PLAN & PER PLAN SHEAR WALL <br /> SW SCHED PER PLAN <br /> A35 <br /> � V ' <br /> vJ z � <br /> 11 INTERIOR SHEAR WALL DETAIL $ TYPICAL EAVE 5 TYPICAL LOW ROOF CONNECTION 2 � <br /> , " ., M <br /> W z � <br /> o �' <br /> � L.t,� - � <br /> VERT TRUSS MEMBER OR � U � <br /> 2x4 BLKG BTWN TRUSS BLOCKS OVERFRAMING PER O � U � <br /> TRUSS MANUFACTURER � � E`• <br /> 8d � 6"oc 8d � 6"oc T � � � <br /> Y" PLYWOOD SHEATHING �' L <br /> ROOF BOUNDARY NAILING RAFTERS � � � I� <br /> PER PLAN & GENERAL NOTES PER PLAN � � z M . <br /> PLYWOOD ROOF � 0 � ' <br /> SHEATHING O , � <br /> f-- �C � � <br /> ' II � Q � . <br /> NAIL TOP CHORD OF 2x BLKG BTWN TRUSSES �V �I•..� � � <br /> TRUSS GIRDER TOGETHER W/ 10d (� 6"oc � (� z j <br /> PRE-FAB W/ 10d � 6"oc � <br /> �USSES 'Q �"` W <br /> � <br /> PER PLAN 2x BLKG BTWN RAFTERS J � � m <br /> W/ 10d @ 6"oc ^ , O <br /> � V � <br /> GABLE END TRUSS � N J � ' <br /> ON SHEAR WALL SIMP LUS SERIES HANGER ' � 1 � j � <br /> Y"PLYWOOD PER PLAN <br /> TO TRUSS BLOCKING ���•I � W ? <br /> SHEATHING '� <br /> A35 PER SHEAR TRUSS BLOCKING � � N <br /> WALL SCHEDULE PER MANUFACTURER �,,.� � � <br /> SHEAR WALL � > � <br /> PER PLAN & N��� TRUSS GIRDER � <br /> SW SCHED SHEATHING ON TRUSS MAY BE PER PLAN , <br /> 10d � 4 oc EA SIDE THRU OMITTED IF TRUSS IS ENGINEERED <br /> VERT TRUSS MEMBER INTO EA SHEAR WALL PER PLAN FOR SEISMIC/WIND DRAG LOAD <br /> TRUSS BLOCK, TYP (NOT A VERT LOAD � <br /> BEARING WALL} ° <br /> A35 PER SHEAR WALL SCHED NOTE: <br /> SHEATHING ON BLOCKING MAY BE OMITTED PRE-MANUFACTURED �4, . 4,,, <br /> IF TRUSS B�OCKING ENGINEERED FOR TRUSSES PER PLAN <br /> SEISMIC/WIND �OADS (640 PLF/ 281 PLF). <br /> 12 TYPICAL GABLE END 9 TYPICAL GABLE END 6 RAFTER CONNECTION �� TRUSSES 3 <br />