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. <br /> � <br /> -- . _ ____ <br /> � j DESIGN CRITERIA: iaevisioNs: nv: <br /> � IIEXPOSURE B 90 MPH 2 x 6 WALL THICKNESS NOTE: <br /> U360 STUCCO TALL WALL IS DESIGNED FOR VERTICAL � <br /> ! LOADS AND HORIZONTAL WIND LOADS - <br /> � ONLY. WLINE LATERAL BRACING OF � <br /> ', THE BUILDING DIAPHRAGM IS TO BE ,� <br /> ACCOUNTED FOR BY BUILDING DESIGNER. ¢ <br /> � <br /> PRIOR TO CONSTRUCTION- ��, <br /> i CONTRACTOR TO VERIFY s`�� <br /> ' OPENINGS,DIMENSIONS, ����T <br /> °��.,�_ <br /> LENGTHS,AND BEARINGS. w�.,� <br /> ,s�,, <br /> i �� <br /> , � <br /> i ���v <br /> i s��� <br /> c7 <br /> I ' ����� <br /> � O a E m Nm <br /> I Q c <br /> I � � <br /> ���b <br /> z��p <br /> i o - a <br /> I z���& <br /> ¢��g���� <br /> a�'o <br /> N�--O <br /> w���'c <br /> I y S E o <br /> i �'Uo� <br /> i z <br /> II I �n m � <br /> zo <br /> ; 9'2-5/8„ , <br /> aw °io <br /> I i�n W o <br /> �� y o� <br /> ��,. 3'� <br /> , 2-� ,,� <br /> T i w:t, <br /> in�n <) <br /> m <br /> Stud material to be 1-1/2"x5-1/2"Versa-Stud SEWALL RESIDENCE <br /> Versa-Stud @ 12"O.C. SCHERER-HOPKINS - <br /> Studs and Columns required in wall design STAIR SIDE TALL WALL A�Fr�AMerj+��l�� <br /> , SCAL 8:N.L5. <br /> Material recommended but not required: onrF ,o��,;�„��� <br /> trimmers,cripples,plates,and blocking Av:.��s�,��rn�-�-���; <br /> i (40 LF)nOt InCIUdBd 111 ql10tB. ru_E:sr-wni i i+i s <br /> �I nwc: <br /> ______ <br /> _-- <br />� � - SHEF�C 2:'t <br />