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--- ' - - -- -- -� !'''':' I,__ - -- - <br /> ;;,:s... <br /> P. P <br /> ��OF waSyr��ri , <br /> 1% LSL RIM ��� ��� �o '� , <br /> _� � <br /> . <br /> EDGE NAILING PER PERP W3 SCHED ���`c�T z3az����'��'�v� <br /> SW SCHED, TYP <br /> s � � � <br /> 1Y" LSL RIM BOARD OR lOd C� 6"oc PLY `�I�NA� �� <br /> RIM W/ MIU SERIES HANGER TJI PER PLAN <br /> PER PLAN PLY <br /> NAILS PER SW SCHED � <br /> SIMP A35 �� � , <br /> PER SW SCHED � � � <br /> � I \/ PLYWOOD JOINT CONT BLKG <br /> SNEATHE & NAIL I � /\ AT TOP OF JOIST LPT4 PER SW , <br /> CRlDDLE WALL RAFTERS � I � � OR MIDDLE OF DBL SCHED . <br /> PER SW-6 PER PLAN ��_ � � TOP PLATE, TYP N <br /> � <br /> TJI JOIST� � � � TJI JOIST � � � z <br /> PER PLAN �� � � � � PER PLAN �� � � , „ � Q o Mo a <br /> 8d (� 6"oc II Z\/ ( I EDGE NAILING !I \/ TJI JOIST TJI BLOCKING � 8-0 oc Y � �,M � <br /> /\ � 5" � PER SW SCHED, II 1\ PER PLAN LPT4 PER EACH SIDE, TYP `� `° ¢��@ <br /> HEADER PER PLAN � <br /> LTP4 � 24"oc / \ �MAX � TYP TJI BLKG � � � SW SCHED �- � _�o" <br /> '� SHEAR WALL � N� � � <br /> , n � 3 <br /> 2x STUD WALL �I I �` � ¢-0 oc �� — _` P E R P L A N SHEAR WALL L�.oI � � L� � <br /> BRICK VENEER ��� PER PLAN � � �' °'" 3 <br /> @ 1 6°oc S E E P L A N � ( � PER ARCH D B L S I D E D ' <br /> AND SHEAR WALL , � � SHEAR WALL II AT PERPENDICULAR JOISTS � � <br /> 1% LSL RIM SCHEDULE �� WHERE OCCURS � AT PARALLEL JOISTS � � ' <br /> �. � � . <br /> AT PERPENDICULAR JOISTS AT PARALLEL JOISTS � <br /> � � � � <br /> NOTE: � � � <br /> PER TPLAN REFER TO NOTE G.1 ON S1.1 FOR � � � � <br /> BRICK VENEER ANCHORAGE TO STUD WALL. �a <br /> TJI BLKG � I-� w <br /> �. <br /> C� 4'-0"oc, TYP � � � � f <br /> �" � _ <br /> C!D =' <br /> �' � ~ <br /> V <br /> � � <br /> � <br /> 10 INTERiC�R SHEA� WALL 7 TY� WALL ��TAIL. �- TYPICAL FF�AMING AT D4lJ�LE WALL 1 �- N ..� <br /> � � <br /> �oa � s"o� . <br /> PLY RIM BEAM OR . <br /> JOIST PER PLAN �3 �$ �7 RevieW/ <br /> Coordination <br /> 04.24.17 permit <br /> Permit <br /> 07.06.17 Corr�ctions � <br /> - �.�� <br /> TJI J01 � � ' <br /> PER PLAN II TJI BLOCKING (� 4'-0"ac <br /> �� EACH SIDE, TYP <br /> A35 CLIPS OR SIMP , <br /> LPT4 (� 48"oc � SHEAR WALL <br /> DBL SIDES II <br /> PER PLAN <br /> WHERE OCCURS ii <br /> AT PARALLEL JOISTS <br /> � <br /> �4 <br /> 5 INTIERI�R S�I ��� WALL 2 � � <br /> � 1 � � � <br /> � Q , <br /> � I-- U . <br /> � � , <br /> RIM BEAM 1%" LSL RIM � � <br /> PER PLAN BOARD UNO � � L <br /> � <br /> EDGE NAILING EDGE NAILING � ON PLAN � � � n <br /> MIU HANGER SHEATHING & NAILING INVERTED SHEATHING & NAILING S� � � <br /> PER SW SCHED MIU HANGER PER SW SCHED � (� � <br /> BLKG PANEL BLKG PANEL (°°� � � � <br /> � <br /> � � <br /> � � <br /> 2x6 RAFTERS , � -� <br /> � 24 oc � � > <br /> THA 213 EVERY � '�° L� � <br /> OTHER RAFTER � <br /> TJI JOIST � OVERHANG TJI JOIST i OVERHANG '°�I � � p�p " <br /> PER PLAN \ / PER ARCH PER PLAN \ / PER ARCH <br /> � � <br /> \/ \/ � � � <br /> NAILING /\ SIMP A35 /\ � � � � <br /> PER SW SCHED / \ PER SW SCHED / \ <br /> � — � WEB STIFFENER � �, � � <br /> SIMPSON HANGER TO , „ ES W\ (3) 8d NAILS � op <br /> 2x BLKG BTWN JOIST 3–Q � � <br /> SHEAR WALL � � � - <br /> NEADER PER PER PLAN HEADER PER [� <br /> Y"� x8" SDS SCREW PLAN PLAN " i° � r ' <br /> EA RAFTER TO RIM BM � <br /> NOTE: <br /> FOR CALLOUTS IN COMMON <br /> REFER TO 6/S4.3 <br /> � . <br /> ,�; <br /> 12 � ILVE� LAKIE BLDG A CANOPY 9 ��T�AIL 6 TYPICAL CANTIL�VERED TJI 3 <br />