Laserfiche WebLink
EDGE NAILING SIMP A35 � P, P,� <br /> PER SW SCHED ��o� WASyT��C <br /> PER SW SCHED, <br /> TYP �.'� � c� <br /> �� ��� p 9 <br /> -� <br /> EDGE NAILING PER SIMP A35 ��,�'��r 23024 �������`' , <br /> SW SCHED, TYP PER ".7�1 SCHED <br /> SHEATHE & NAIL / �'` ���I��A������ � <br /> --�J CRIDDLE WALL \ / 2x RIM , <br /> PER SW-6 X RAFTERS EDGE NAILING PER <br /> / \ PER PLAN SW SCHED, TYP <br /> \ <br /> 8d � 6"oc <br /> \ <br /> HEADER PER � <br /> PLAN \ � <br /> SHEATHE & NAIL 2x BLKG BTWN TRUSSES \� o <br /> CRIDDLE WALL RAFTl��S <br /> PER SW-6 PER �'LAN W/ lOd t� 6°oc � � � y <br /> Z <br /> SIMP A35 PER RAFTERS �J " <br /> 2x BI.ICG � ¢ o M o o � <br /> S H E A R W A L L SW SCHED PER PLAN � Y ��M U <br /> @ 4--0 oc, TYP • <br /> 8d (� 6"oc � ��"N <br /> TFtUSS GIRDER PER PLAN 2x BLKG � � N� N <br /> PER PLAN � 4'-0"oc � � � °'�3 <br /> � � �N <br /> . . � � h N L N 3 . <br /> �- v�a sL 3 <br /> PRE—MANUFACTURED TRUS� GIRDER � ,�r� <br /> TRUSSES PER PLAN PER ='LAN � `✓ <br /> AT PERPENDICULAR RAFTERS AT PARALLEL RAFTERS � � � . <br /> �. <br /> � � � , <br /> � � <br /> 2x LEDGER TO � � � <br /> � <br /> � � � � <br /> TRUSS TOP CHORD � <br /> W/ 10d @ 6"oc � �, ,� <br /> � � � <br /> PRE—MANUFACTURED � � � <br /> TRUSSES PER PLAN <br /> � � `� <br /> 7 �E��f�ON � 51�1 D Do�iM 1� $ 2X �OC��' F�A�IING 1 � � <br /> 10 SECTI�N AT SH �D DC�RM��� � � <br /> - � <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 /> PER PLAN <br /> NAILING DIAGRAM, T�P 06.21 .17 Permit <br /> 8d � 6"oc <br /> GABLE END TRUSS 10d � 6"oc, UNO ' <br /> ON SHEAR WALL ON ROOF PLAN � <br /> PER PLAN NOTE; TOENAIL 16d (� 6"oc <br /> ��— PRE—FAB TRUSSES SHEATHING ON TRUSS MAY BE IF NO A35 <br /> PER PLAN OMITTED F TRUSS IS ENGINEERED •o• <br /> FOR SEIS'�IC/WIND DRAG LOAD 2x6 LEDGER <br /> Y»PLYW000 WOOD JOISTS/TRUSSES EA STUp Od INTO <br /> SHEATHING PER PLAN <br /> NAILING PER SIMP H2,5 AT ALTERNATE RAFTERS • <br /> �... <br /> SW SCHED JOIST/TRUSS (4'-0"oc) PER PLAN , <br /> SHEAR WALL PRE—FAEf TRUSSES <br /> PER PLAN & PER PL��N SHEAR WALL ,. <br /> SW SCHED PER PLAN <br /> A35 <br /> � �� <br /> � ' <br /> �J � � <br /> 11 INTEI�iOI� SH�Af� WALL D�TAIL � TYF'ICAL EAV� 5 TYPICAL L�1�! F�C�C�F �ONN ��TIC�f� 2 � � �� <br /> - LL! z � � <br /> � W ° Q <br /> VERT TRUSS MEMBER OR � � <br /> 2x4 BLKG BTWN TRUSS BLOCKS OVERFRAMING PER � � C� <br /> TRUSS MANUFACTURER � � <br /> $d C� 6"oc 8d @ 6"oc � � � <br /> N <br /> Y" PLYWOOD 5HEAT�ING � � � <br /> ROOF BOUNDARY NAILING RAFTERS � � � I'� <br /> PER PLAN & GENERAL NOTES PER PLAN � " <br /> PLYWOOD ROOF � � � <br /> _ SHEATHING O � � <br /> � �C � � , <br /> � � <br /> NAIL TOP CHORD OF 2x BLKG BTWN TRUSSES � � � <br /> TRUSS GIRDER TOGETHER W/ 10d C� 6"oc � � � � <br /> PRE—�'AB W/ 10d � 6"oc <br /> TRUSSES � � � <br /> PER PLAN � � o <br /> 2x BLKG BTWN RAFTERS .,,� � m <br /> W/ t Od @ 6„oc � � <br /> c�3 r �. <br /> GABLE END TRUSS SIMP US S I S HA G � � � °� <br /> ON SHEAR WAI.L L ER E N ER � � � � <br /> Y2"PLYWOOD PER PLAN TO TRUSS BLOCKING � � W > <br /> SHEATHING '� <br /> A35 PER SHEAR TRUSS BLOCKING � 0 N <br /> WALL SCHEDULE PER MANUFACTURER � � � <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 (� 4"oc EA SIDE THRU SHEAR WALL PER PLaN FOR SEISMIC/WIND DRAG LOAD <br /> VERT TRUSS MEMBER lNTO EA :� � <br /> 7RUSS BLOCK, TYP (NOT A VERT LOAD <br /> C,_'x <br /> BEARING WALL) <br /> A35 PER SHEAR WALL SCHED NOTE: � a � <br /> SHEATHING ON BLOCKING M��Y BE OMITTED PRE—MANUFACTURED � ; <br /> IF TRUSS BLOCKING ENGINEE:RED FOR TRUSSES PER PLAN <br /> SEISMIC/WIND LOADS (640 I'I_F/ 281 PLF). <br /> 12 TYPICAL C�A�L� �ND 9 T1(PI�AL CA�L� �N� 6 RAFTER C�NN �GTIO�I � TRU��E� � <br />