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Ili __ _ <br /> EDGE NAILING P RP SW SCHED `�- P' P,� <br /> P��F WA SyI��i� <br /> PER SW SCHED, <br /> TYP � �� ,F'� c° � <br /> � �. <br /> ::,�. <br /> 7� �' '� ��v��✓ <br /> EDGE NAILING PER SIMP A35 ��c�,T 2302������<c/ <br /> SW SCHED, TYP PER SW SCHED `�SZp A� E��' <br /> SHEATHE & NAIL �, � 2x RIM <br /> CRIDDLE WALL � � <br /> PER SW-6 %� RAFTERS EDGE NAILING PER <br /> / \ PER PLAN SW SCHED, TYP <br /> \ <br /> 8d 4 6"oc - -- - <br /> \ <br /> HEADER PER � <br /> PLAN � � <br /> � �.., <br /> SHEATHE & NAIL 2x BLKG BTWN TRUSSES � o ' <br /> � <br /> CRIDDLE WALL PER PLAN W/ 10d C� 6"oc � � � <br /> PER SW-6 (� Z <br /> SIMP A35 PER RAFTERS J Q o M� � <br /> 2x BLKG SW SCHED PER PLAN Y �, �, .._ <br /> � 4-0 oc, TYP 'Q � ��M U <br /> SHEAR WALL � "`°' <br /> 8d (� 6 oc PER PLAN N ��� N <br /> H TRUSS GIRDER 2x BLKG �--- � ��o 0 <br /> P E R P L A N � 4-0 oc �„� h �a� � <br /> � 0 <br /> � � <br /> PRE-MANUFACTURED TRUSS GIRDER Z O �Y;� <br /> TRUSSES PER PLAN PER PLAN — O <br /> AT PERPENDICULAR RAFTERS AT PARALLEL RAFTERS � � <br /> J J <br /> � � <br /> � � � � � <br /> 2x LEDGER TO � � <br /> 00 Q ca, � <br /> TRUSS TOP CHORD <br /> W/ 10d � 6"oc � '� <br /> �- � <br /> � � <br /> Q � <br /> PRE—MANUFACTURED �' U� � <br /> TRUSSES PER PLAN �-- � � <br /> � <br /> 10 SECTION AT SHED DORMER 7 SECTION � SHED DORMER 4 2x ROOF FRAMING 1 �- � <br /> t�:., <br /> �����I �x `x <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 /> SHEATHING SHEATHING <br /> NAILING PER SHEAR ROOF PER PLAN <br /> NAILING DIAGRAM, TYP Review/ � <br /> 03.28.17 � `• <br /> sa � s oc Coordination <br /> 06.22.17 Permit <br /> GABLE END TRUSS 10d C� 6"oc, UNO �• <br /> ON ROOF PLAN <br /> ON SNEAR WALL <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 <br /> FOR SEISMIC/WIND QRAG LOAD 2x6 LEDGER <br /> W/ (3) 10d INTO <br /> Y2"PLYWOOD WOOD JOISTS/1RUSSES EA STUD <br /> SHEATHING PER PLAN °'�'�� <br /> '�: . <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 <br /> SHEAR WALL <br /> PER PLAN & PER PLAN PER PLAN <br /> SW SCHED <br /> A35 <br /> ,�. <br /> ���. <br /> U <br /> � z � �� <br /> 5 TYPICAL LOW ROOF CONNECTION 2 � <br /> 11 INTERiOR SHEAR WALL DETAIL 8 TYPICAL EAVE � z � <br /> � � a <br /> VERT TRUSS MEMBER OR <br /> W F— U <br /> 2x4 BLKG BTWN TRUSS BLOCKS OUERFRAMING PER O C� U <br /> TRUSS MANUFACTURER gd � 6"oc � c�o <br /> 8d (� 6 oc � � � N ' <br /> _'--�—..._ Y" PLYWOOD SHEATHING � � Cn � E <br /> ROOF BOUNDARY NAILING RAFTERS � <br /> PER PLAN & GENERAL NOTES PER PLAN � � z �j <br /> PLYWOOD ROOF ; O � �� <br /> SHEATHING O � <br /> I-- �C z � <br /> Q � <br /> NAIL TOP CHORD OF 2x BLKG BTWN TRUSSES � � � � <br /> TRUSS GIRDER TOGETHER W/ 10d � 6"oc � z � <br /> PRE—FAB W/ 10d � 6"oc �•. W � _ <br /> TRUSSES � � � ;�,. <br /> PER PLAN 2x BLKG BTWN RAFTERS � <br /> � � m :s , <br /> w/ �od � s"o� (V O � <br /> GABLE END TRUSS � Cy J � <br /> ON SHEAR WALL SIMP LUS SERIES HANGER W � <br /> Y"PLYWOOD TO TRUSS BLOCKING � �" �j � <br /> 2 PER PLAN <br /> SHEATHING � Q � <br /> A35 PER SHEAR <br /> TRUSS BLOCKING N <br /> WALL SCHEDULE PER MANUFACTURER � � � <br /> � <br /> SHEAR WALL � <br /> PER PLAN & NOTE: TRUSS GIRDER -. <br /> SW SCHED SHEATHING ON TRUSS MAY BE PER PLAN '�"� <br /> OMITTED IF TRUSS IS ENGINEERED . <br /> 10d C� 4"oc EA SIDE THRU SHEAR WALL PER PLAN FOR SEISMIC/WIND DRAG LOAD <br /> VERT TRUSS MEMBER INTO EA (NOT A VERT LOAD <br /> 1RUSS BLOCK, TYP � <br /> BEARING WALL) y <br /> A35 PER SHEAR WALL SCHED ���� S q., . L�. <br /> PRE-MANUFACTURED <br /> SHEATHING ON BLOCKING MAY BE O�IITTED TRUSSES PER PLAN <br /> IF TRUSS BLOCKING ENGINEERED FOR <br /> SEISMIC/WIND LOADS (640 PLF/ 281 PLF). <br /> 12 TYPI�AL GABLE END 9 TYPICAL GABLE END 6 RAFTER CONNECTION � TRUSSES 3 <br /> .�,. <br /> � � ��� <br />