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SIMP A35 _ <br /> EDGE NAIUNG PER SW SCHED ��.oFP A P,�� <br /> PER SW SCHED, ��� I�c � <br /> TYP �� ,F�� ° 9 <br /> � _ <br /> , <br /> r <br /> EDGE NAILING PER SIMP A35 ��,��c�T e3oea ��`����v� <br /> SW SCHED, TYP PER SW SCHED <br /> C��, URq� E �'ti <br /> SHEATHE & NAIL \ 2x RIM ��QNA� �� i <br /> CRIDDLE WALL � � � <br /> PER SW-6 X RAFTERS EDGE NAI�ING PER <br /> / \ PER PLAN SW SCHED, TYP <br /> / \ <br /> 8d (� fi"oc <br /> \ <br /> HEADER PER � <br /> PLAN \ <br /> SHEATHE & NAIL RAFTERS 2x BLKG BTWN TRUSSES \ <br /> CRIDDLE WALL PER PLAN W/ 10d C� 6"oc � \� � <br /> N <br /> PER SW-6 � �, <br /> � �o� <br /> ' 2x BLKG SIMP A35 PER RAFTERS _J Q � h � <br /> SW SCHED PER PLAN � ��M U <br /> 8d � 6"oc � 4'-0"oc, TYP SHEAR WALL Q � �,�@ ' <br /> � � ��w <br /> TRUSS GIRDER PER PLAN 2x BLKG E— " �`� �' <br /> PER PLAN � 4'-0"oc W � � °'�� <br /> M � � x � <br /> � Q � c�n ati 3 <br /> TRUSS GIRDER � � <br /> PRE–MANUFACTURED PER PLAN Z O <br /> TRUSSES PER PLAN <br /> AT PERPENDICULAR RAFTERS AT PARALLEL RAFTERS Q � � <br /> J � � <br /> � � `.< <br /> 2x LEDGER TO � —'� .� � ' <br /> TRUSS TOP CHORD m �C L1 � . <br /> W/ 10d � 6"oc (,� � <br /> � � <br /> � <br /> � � � <br /> Q � <br /> PRE–MANUFACTURED � � � <br /> TRUSSES PER PLAN ;�y ��, <br /> 10 SECTION AT SHED DORMER 7 SECTION SHED DORMER 4 x F � � <br /> C� 2 ROO FRAMINC 1 <br /> . . �����.. ' 5.:��� <br /> 7 <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 /> NAILfNG DIAGRAM, TYP PER PLAN <br /> 06.20.17 Permit <br /> Sd t� 6"oc <br /> GABLE END TRUSS 10d � 6"oc, UNO __ �`�'' <br /> ON SHEAR WALL ON ROOF PLAN ' <br /> PER PLAN NOTE; <br /> TOENAIL 16d � 6noc <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 JQISTS/TRUSSES EA STUp Od INTO <br /> SHEATHING PER PLAN <br /> NAILING PER SIMP H2.5 AT ALTERNATE RAFTERS <br /> SW SCHED JOIST/TRUSS (4'-0"oc) PER PLAN ''� <br /> ;<. <br /> �: : <br /> SHEAR WALL PRE—FAB TRUSSES SHEAR WALL ' <br /> PER PLAN & PER PLAN PER PLAN <br /> SW SCHED �� <br /> A35 <br /> U ;s;: <br /> � � � � ' <br /> 11 INTERIOR SHEAR WALL DETAIL $ TYPICAL EAVE 5 TYPICAL LOW R40F CONNECTION 2 � <br /> �ll z � .. <br /> o � <br /> � W - Q <br /> VERT TRUSS MEMBER OR � U <br /> 2x4 BLKG BTWN TRUSS BLOCKS OVERFRAMING PER O � U � <br /> 8d � 6"oc TRUSS MANUFACTURER gd � 6"oc � � � <br /> � � <br /> N <br /> Y2" PLYWOOD SHEATHING � � � � <br /> ROOF BOUNDARY NAILING RAFTERS I— <br /> PER PLAN & GENERAL NOTES PER PLAN 't��" � z � ' <br /> PLYWOOD ROOF ; � � F``� ; <br /> SHEATHING O <br /> I-- aC � � .. <br /> II ' -� Q `� <br /> NAIL TOP CHORD OF 2x BLKG BTWN TRUSSES "`+�1 �1•.� � � <br /> TRUSS GIRDER TOGETHER W/ 10d � 6"oc � (� z j <br /> PRE–FA6 W/ 10d � 6"oc <br /> TRUSSES � W � <br /> PER PLAN � � O <br /> 2x BLKG BTWN RAFTERS J � � m <br /> w/ ,o� � s"o� N � ,: <br /> (�/ � <br /> GABLE END TRUSS `"+r• (y � ;�_.' <br /> SIMP LUS SERIES HANGER F . , <br /> ON SHEAR WALL TO TRUSS BLOCKING T� W � <br /> Y2"PLYWOOD PER PLAN � � W � <br /> SHEATHING <br /> A35 PER SHEAR TRUSS BLOCKING J 0 N ,' <br /> WALL SCHEDULE PER MANUFACTIJRER �•.,� � � <br /> SHEAR WALL � > � <br /> PER PLAN & NOTE: 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 � <br /> IF TRUSS BLOCKING ENGINEERED FOR TRUSSES PER PLAN <br /> - SEISMIC/WIND LOADS (640 PLF/ 281 PLF). <br /> 12 TYPICAL GABLE END 9 TYPICAL GABLE END 6 RAFTER CUNNECTION � TRUSSES 3 <br />