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<br /> 2X FRAMING ABOVE FIN. FLOOR
<br /> ALL EXTERIOR SMEARWALLS � 24» �•�• ALL EXTERIOR SHEARWALt�S .
<br /> SHALL BE P6TN U.N.O. SNALL BE P6TN U.N.O.
<br /> 3� '" SECOND FLOOR SHEARWALLS �5 " SECOND LOfJR FRAMI '~ :, .
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<br /> P6 SHEAR WALL TYPE - SEE 14/S1.1 FOR NAIUN� SF STRUCIURAL FASCIA (2x4) U.N.O. HANGERS INDICATED ARE SIMPSON STRQNG-T!E SEE SHEETS S9.Q, & $9.1 FOR TYPICAL WOOD � � � y� .
<br /> �RAMING DETAILS. � �j .� .
<br /> - SHEAR WALL WITH FORCE TRANSFER FB FLUSH BEAM FL�OR SHEATHlNG SHALL BE AS INDICATED ON � (� � '�
<br /> � �6 AROUND WINQOWS. SEE 8/S1.2 FOR SHEET S1.0. FLOOR FRAMfNG - 11� T,N 210 � 16 OC � ■� �+�+ O
<br /> DETAILS. HDR HEADER UNLESS NOTED OTHERWISE. SEE FRAMING PLAN � L Z ��
<br /> SEE DETAIL 10/S9.0 FOR ZYPICAL HEADER AT tNALL FOR EXACT 1.AYOt1T & SPAC�NG. � d �
<br /> = GT GIRDER TRUSS PER 10/59.0 RE �S OEWN'ON PLAN.GREATER THAN p�UMBlNG, MECHANICAL AND ELECTRICAL � ' �
<br /> ��— HD N�LDONM TYPE - SE� 10/S1.2 FQR SCHEDULE � W O
<br /> GLB GW-LAMWATED BEAM SYSTEMS SNALL BE DESlGNED AND BU1LT TO � �
<br /> SHEAR WALL- lNDfCATES EXTENT OF SNEAR WALL PR4VID�. MIN (2) STUDS AT BEAM AND GIRDER ACCOMMODATE 1/4" PER FLOOR WQOD � 0 � ' V
<br /> � QX POST SIZE & NUMBER OF BUNDLED STUDS 7RUSS BEARINGS, U.N,O. SHRINKAGE. a r �
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<br /> , WHERE SHEAR WALLS REQUfRE PLYWOOQ, IT SHALL BE APPLIED TO SIDE DF v♦ �
<br /> STUD WALL SHOWN AND SHALL CONTINUE ABOVE AND BENEATH OPENINGS. �
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<br /> SOME PLYWOOD SHEAR WALLS MAY REQUIRE 3 x 4 STUDS. SEE SHEAR o
<br /> WACL TABLE SHEET Si.1. �
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<br /> SHEAR WALLS CALLED OUT ON THE PLANS SHALL EXTEND TO THE o ''
<br /> PERlMETER EOUNDATtON WALL M
<br /> 0 1ob No: 14-38
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