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<br /> � � � o � � ROOF TRUSS�S �05� REGISTERED
<br /> ,____T � � io f � C� 24" O.C. � ARCHITECT
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<br /> � � � Sg,� ROBERT E. WEIBLE
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<br /> p � � STATE OF WASHWGTON
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<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� �
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<br /> S H EARWALL N QTES � ,>_ � �
<br /> FLOOR FRAMING NC� TES � � � �
<br /> P6 SHEAR WALL TYPE -� SE� 14/Si.1 FOR NAIUNG � � t� �,?
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<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
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