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WEIBLE <br /> 4 ! <br /> p � � STATE OF WASHWGTON <br /> 59.0 �_ � o i �._� 4 <br /> �- � S9.0 <br /> N � <br /> . � <br /> � I �� � <br /> � � N � <br /> r- { � <br /> N i STHDt4RJ � <br /> :; f � <br /> 4x1 FB � ` = <br /> i � a <br /> � i N <br /> . � � � d <br /> . . . . � ' P6 � V <br /> SEA 1►V� WAL x1 FB `� �i � z <br /> N <br /> C' —� — — � V <br /> —D 1 _`_ _ - - <br /> � � � <br /> f 1 `' �I I I � � _ <br /> ' I I ill � � � 4 <br /> - � 1 1 I II � I � <br /> I I I II � i a <br /> _ I I � II <br /> ' II i I � <br /> I i I ll � f P6 S$2 � <br /> I �---� { � � o <br /> � �- - I <br /> o STAIR FRAMING � � ; � <br /> = S D14R OPEN TO BELOW � � � , ,� � <br /> a <br /> �;. S D74R � � <br /> �2 -  o L I � �� Q � <br /> �------ 4x1 FB � ' � � <br /> I , 1 z <br /> P6 P6 � � S9.0 <br /> �� � ! �2 2 8 � 2x8 <br /> � � I <br /> . � 9 3 8E RING � <br /> 1 S9.0 S9.0 �� � STHDI4RJ � <br /> S9.0 I � o � <br /> o � <br /> I � <br /> " I z °7 t4 <br /> x < P� � .� <br /> �> I x � 6 <br /> U I N � o <br /> O � � � � <br /> P6 � 9 S .0 � I � � <br /> S9.0 S M. '- � � � <br /> . � � _ <br /> � <br /> - - - - - - - - - <br /> O 2 N a � � � :_' o <br /> LB Yexl HD o c,� a <br /> a� --�Z � c �i <br /> O� � Q <br /> 3 N � � <br /> � <br /> � 28H � z � /q� <br /> � � �M <br /> � � <br /> n `'- ^ <br /> �'' � �. <br /> HDUS O° <br /> ;. ., .,. ,,, ; ,� ,. ,. ,� ._. '. P — D= <br /> 4 8 C T. ,� � _ _ <br /> � . .> :"' .. f.._ � � a � <br /> _..v <br /> MST37 ,., � GT �O� 2 � 2x LEDGER � <br /> � <br /> MST37 P6 HDU$ SL Y4x1 CO T. N R � � � <br /> i„ ; ; ; , � � HGU .5� - SDS P2 <br /> I � <br /> g � — — — — — — — — -- — — -� ' — ' --- (LEF FLAN E � <br /> S1.2 >. .. 2 O i .... . . 5 — -- CON EAL�D S82 j � e <br /> - I <br /> 2x DGER 1 � � <br /> HDU8 � � °� � <br /> ' � PZ � I � � 11 <br /> I � <br /> = Ps � — -- - �-Xs carv-ya�- -- — � � <br /> � <br /> gP� �- --- --- -- --- -- --- --- --- ---� <br /> 51.2 ALL EXTERIOR SN�AR WALLS 6x6 POST 6x6 POST <br /> SHALC BE P6TN U.N.O CAP:ACE6 6x6 POST CAP:ACE6 <br /> CAP:AC6 ROOF TRUSSES STUD WALL <br /> t� 24" O.C. HEIGHT THlS <br /> LEVEL:9'-1" <br /> A80VE 1 ST FLR <br /> LIN� UNLESS <br /> 3��1 /� UPPER FLOOR FRAI�ING PLAN "t0�°� � <br /> ' UPPER FLOC�R SHEAR WALLS 3581 -/� & LOWER FLOOR SHEAR WALLS ALL EXTERIOR >+ <br /> ' �f4"_ �'-�" i/4"= 1'-0" SHEAR WALLS Q � <br /> SHALL BE P6TN � y� � <br /> U.N.O i. � <br /> � � � O <br /> S H EARWALL N QTES � ,>_ � � <br /> FLOOR FRAMING NC� TES � � � � <br /> P6 SHEAR WALL TYPE -� SE� 14/Si.1 FOR NAIUNG � � t� �,? <br /> � � � <br /> P6 SHEAR WALL IMTN �ORCE TRANSFEft SF STRUCTURAL FASCIA (2x4) U.N.O. HANGERS (NDfCATED ARE SlMPSON STRQNG—T(E SEE SHEETS S9.0, & S9.1 FOR TYPtCAL WOOD �V� � 0 <br /> AROUND IMNDOWS. �EE 8/S1.2 FOR FRAMfNG DETAILS. <br /> QETAILS. FB FLUSH BEAM FLOOR SHEATNING SHALL BE AS lNDICATED ON � � � Z <br /> SHEET 51.0. FLOOR FRAMING — 11� TJI 21p � 16" OC � � � <br /> ' HD HOLDOWN TYPE — SEE 101SL2 FOR SCHEDULE HDR H�ADER UNLESS NOTED OTNERWISE. SEE FRAMING PLAN — � W O <br /> �— SEE DETAIL 10/S9.0 FOR TYPICAL HEADER AT WALL FOR EXACT LAYOUT & SPACENG. � � <br /> GT GIRD�R TRUSS DETAIL. TRIM STUD REQUIREMENTS GREATER TNAN � (� �'+ <br /> SHEAR WALL— INDICA7ES EXTENT OF SHEAR WALL PER 10/S9.0 ARE SHOWN ON PLAN. PLUMBING, MECHANICAL AND ELEG1RlCAL � O <br /> GLB GLl1—LAMlNATED BEAM SYSTEMS SHALL BE DESIGNED ANE� BUfLT TO ••• C. <br /> WHERE SHEAR WALLS REQUlRE PLYWOOD, 1T SHALL BE APPLfED TO SIDE OF � O <br /> POST StZE & NUMBER OF BUND�ED STUDS TRU S�BEARINGS, U N p, AT BEAM AND GIRDER SHRINKAGRATE 1 j4" .PER FLOOR WOOD � <br /> • STUQ WALL SHOWN AND SHALL CONTiNUE ABOVE AND BENEATH OPENlNGS. � <br /> 0 <br /> SQME PLYWOOD SHEAR WALLS MAY REQUIRE 3 x 4 S1UDS. SEE SHEAR a <br /> WALL TABLE SHEET S1.1. � <br /> � <br /> SN�AR WALLS CALLED OUT ON THE PLANS SHALL EXTEND TQ THE � <br /> PERIMETER FOUNDATION WALL. M <br /> . g Job No.: 14-38 <br /> U <br /> � Sheet No: <br /> a <br /> : � <br /> � <br /> � , z <br />