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___ __ � �_;,.�_ _ _ _ ___ _ __ _ <br /> SIMP A35 r�. <br /> � <br /> 3 '', <br /> EDGE NAILING PER SW SCHED ��O�P A P,q� <br /> PER SW SCHED, �P�� G I�c�� <br /> TYP �� ,F' 0 9 ,. <br /> , <br /> EDGE NAILING PER �,��. �� ,�� . <br /> SIMP A35 ��,,�� 23024 ���<v4` <br /> SW SCHED, TYP PER SW SCHED <br /> s � � C> <br /> SHEATHE & NAIL % 2x RIM `�IDNA� E� <br /> CRIDDLE WALL � � <br /> PER SW-6 X RAFTERS EDGE NAILING PER <br /> / \ P�R PLAN SW SCHED, TYP <br /> � , <br /> 8d � 6"oc — <br /> HEADER PER \� <br /> PLAN � .. <br /> SHEATHE & NAIL RAFTERS 2x BLKG BTUVN TRUSSES \� � <br /> CRIODLE WALL PER PLAN W/ 10d (� 6"oc � � � � <br /> PER SW-6 Z <br /> SIMP A35 PER RAFTERS J ; o o� <br /> X S W S C H E D PER PLAN <br /> ¢ �Moo <br /> � 4'-0°oc, TYP SNEAR WALL Q " °'�� � <br /> � av;�� <br /> $d (� 6oc N ��� N <br /> tRUSS GIRDER PER PLAN 2x BLKG F— � N� N <br /> PER PLAN � 4'-0"oc W � � °'�� <br /> N � CN <br /> . . . . . . . � (n n.LL. � :, A". <br /> W � , <br /> 1RUSS GIRDER � � � <br /> PRE—MANUFACTURED PER PLAN z O <br /> TRUSSES PER PLAN <br /> AT PERPENDICULAR RAFTERS AT PARALLEL RAFTERS ❑ � Y <br /> J � J <br /> 2x LEDGER TO � J � �' <br /> � <br /> TRUSS TOP CHORD <br /> m Q p., � <br /> Wf 10d (� 6"oc V � _ <br /> F^ � <br /> � �" � y-;. <br /> PRE—MANUFACTURED }. � � ° <br /> TRUSSES PER PLAN � <br /> � ~ <br /> �� <br /> � <br /> E TION SHED DC�RMER ° � � <br /> 10 SECTI4N AT SHED DORMER 7 S C C� 4 2x ROOF FRAMING 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 /> NAILING DIAGRAM, TYP PER PLAN Review/ <br /> 03.28.17 Coordination <br /> 8d (� 6"oc <br /> 06.22.17 Permit <br /> 10d � 6"oc, UNO � <br /> GABLE END TRUSS — <br /> ON SHEAR WALL ON ROOF PLAN <br /> PER PLAN Np�: TOENAIL 16d � 6"oc <br /> PRE—FAB TRUSSES SHEATHING ON TRUSS MAY BE IF NO A35 , - <br /> PER PLAN OMITTED IF TRUSS IS ENGINEERED •o k�'� <br /> FOR SEISMIC/WIND DRAG LOAD 2x6 LEDGER ' <br /> Yn PLYWOOD W/ (3) 10d INTO , . <br /> SHEATHING WOOD JOISTS/TRUSSES EA STUD , <br /> PER PLAN <br /> NAILING PER SIMP H2.5 AT ALTERNATE RAFTERS <br /> SW SCHED JOIST/TRUSS (4'-0"oc) PER PLAN <br /> SHEAR WALL PRE—FAB TRUSSES SHEAR WALL <br /> PER PLAN & PER PLAN <br /> SW SCHED PER PLAN <br /> A35 <br /> �t-` . <br /> U . <br /> � Z � <br /> 11 INTERIOR SHEAR WALL DETAIL 8 TYPICAL EAVE 5 TYPICAL LOW ROOF CONNECTION 2 � z � <br /> 5 0 <br /> VERT TRUSS MEMBER OR ` L�„� — � ° �,�;� <br /> 2x4 BLKG BTWN TRUSS BLOCKS ~ U ' <br /> OVERFRAMING PER O � U � <br /> 8d C� 6"oc TRUSS MANUFACTURER gd � 6"oc � � <br /> � Z � � N ;�. <br /> Y'� PLYWOOD SHEATHING � ,� ~ � <br /> ROOF BOUNDARY NAILING RAFTERS � I— <br /> PER PLAN & GENERAL NOTES PER PLAN � z � <br /> � . <br /> PLYWOOD ROOF ; � � <br /> SHEATHING O <br /> � Q � � <br /> III Q � Y : <br /> NAIL TOP CHORD OF 2x BLKG BTWN TRUSSES `'V � � '�i` , <br /> TRUSS GIRDER TOGETHER W/ 10d � 6"oc �,,, � Z � . <br /> PRE—FAB W/ 10d @ 6"oc � W � <br /> TRUSSES .. <br /> � <br /> PER PLAN 2x BLKG BTWN RAFTERS � � � �, <br /> W/ 10d (� 6"oc rt , O <br /> � � V � <br /> GABLE END TRUSS SIMP LUS SERIES HANGER ( � �� ` V J � <br /> ON SHEAR WALL W � ' <br /> Y2"PLYWOOD PER PLAN TO TRUSS BLOCKING "'� �"�' � N <br /> SHEATHING � t`�► W � <br /> TRUSS BLOCKING � � <br /> A35 PER SHEAR J 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 jWIND 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 �,q,,, . �. <br /> IF TRUSS BLOCKING ENGWEERED FOR TRUSSES PER PLAN . <br /> SEISMIG/WIND LOADS (640 PLF/ 281 PLF). � <br /> ,,,, . <br /> ,,� <br /> 12 TYPICAL GABLE END 9 TYPICAL GABLE END 6 RAFTER CONNECTION � TRUSSES 3 � <br />