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<br /> � j � - 5�52 REGISTERED
<br /> Q f � 2 � ARCHITECT
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<br /> I � oo -�� ROBERT E. WEIBLE
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<br /> •- `- S9,a 6x6 OS I � � � STATE OF WASHINGTON
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<br /> TRUSSES C� 24� O.C. STUD WALL HEIGHT 9'-?"
<br /> ABOVE �IN. FLOOR
<br /> ALL. EXTERIOR SHEARINALLS ALL EXTERtOR SHEARWALLS
<br /> ,
<br /> SHALL BE F'6TN U.N.O. SHALL BE P6T1V U.N.O.
<br /> �5 � SECOND FLOOR SHEARWALLS 35 " SECOND FL�t�R FR.AMING PLAN = �,
<br /> 1/4"=1'-0" 1/4"=1'-0" � �
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<br /> SHEARWALL NOTES FL �JOR F �. AMING NaTES ._ � �
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<br /> �s SHEAR WALL T1PE - SEE 14/S9.1 FOR NAILING SF STRUCTURAL FASCIA (2x4) t1.N.0. HANGERS INDICATED ARE SIMPSON STRONG-T1E S�E SHEETS 59.0, & S9._7 FOR TYPfGAL WOOD � � � 3
<br /> FRAMING D�TAILS. M �'j s
<br /> . SHEAR WALL WITN FORCE TRANSFER FB FLUSH BEAM FLOOR SHEATHING SHALL BE AS INDfCATED ON � N � '�
<br /> ` P6 AROUND WINDOWS. SEE 8/S1.2 FOR SHEET S1.0. FLOOR FRAMtNG - 11% TJI 210 � 16 OG ■� � O
<br /> DETA�LS. HDR HEADER 11NLESS NOTED OTHERWISE. SEE FRAMING PLAN � � i Z
<br /> SEE DETAIL 1 Q/59.0 FOR TYPICAL HEADER AT WAL� FOR EXAGT LAYpUT & SPACING. � � _
<br /> � �--� HD HQLDOWN TYPE - SEE 10/S1.2 FQR SCHEDULE � GT GlRDER TRUSS DETAIL. TRIM STUD REQUIREMEI�7S GREATER TNAN � s W �
<br /> PER 1Q/59,0 ARE SHOWN ON PLAN. PLUMBING, MECHAN(CAL AND EL,ECTRfCAL
<br /> GLB GLU-LAMINATED BEAM S Y S T EMS S HALL BE DES IGNED A N D B UI LT TO � � �,
<br /> ' � PROVIDE MIN (2) STUDS AT BEAM AND GIRDER ACGOMMODATE 1/4" PER FLOOR WOQD 0
<br /> � SHEAR tNALL- INDICATES EXTENT OF SHEAR WALL � _
<br /> � QX POST SIZE & NUMBER OF BUNDLED STUDS 71�USS BEARINGS, U.N.O. SHRlNKAGE. �� a
<br /> WHERE SHEAR WALLS RE4UIRE PtYW00D, IT SHALL BE APPLlED TO SfDE OF vf
<br /> STUD WALL SHOWN AND SNALL CONTtNUE ABOVE ANd BENEATH OPENINGS. �
<br /> 0
<br /> SOME-PLYWOflD SNEAR WALLS MAY R�QUIRE 3 x 4 STUDS, SEE SHEAR o
<br /> WALL TABLE SHEET Si.1. �
<br /> �
<br /> SI�EAR WALLS CALLED OUT ON THE PLANS SHALL EXTENQ TO THE o
<br /> PERIMETER FOUNDATION WALL �
<br /> � 1ob No.: 14-38
<br /> �
<br /> - � Sheet No:
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