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W <br /> r��, �--_.____._� . <br /> � - A80VE �'�.-�-----� � <br /> ( -r-____�__�---- -----:--- <br /> � � r, � i oo i � � �_ � ' � � � <br /> � ; f � j � � <br /> FLO �JR FRAMING NCaTES � ; � � , �-- z � � � � � � c� <br /> � , � <br /> I � � � __I_--�-�- -- �� � � � � � <br /> � � � ❑ r ; � � <br /> SF STRUCTURAL FASCIA (5/4 x 8) RAfSED FLOflR I � �j�_`� �� ���-- � � ' RAISED FLOOR ' �i � �; I � r <br /> FRAMING DIRECTION , , �. , � t � o <br /> AT +143/4 � � » ' � <br /> FB FLUSH BEAM f ! UPPER ; ; � � �,� .�`� � I I � AT +143/a i�i i � ; I � � <br /> , ,,._ <br /> HDR HEADER ' I FLQOR � � � ; `��J � � � � 1 ST P y( � F � ,� � <br /> EXTENT OF �RAMING WALLS i i � - � � N <br /> � _ I � „ : I <br /> GT GIRDER TRUSS ' 14.75" ; � i (j �r" �;� � ' I i ; ; i � , '' ' � � � <br /> � <br /> ( � STEP , � � �� i j � ��� �_�' _ _I � t0 � . <br /> ~' i i i � ' � <br /> . � j , � �� f i . <br /> ! <br /> __ ____ � � ____ ___'-�J ; � •�' <br /> GLB � � ' ` � ��_.__ . ' <br /> GLU-LAMINATED BEAM (SEE SHEET S1.Q (SEC. 06185) L_��i ' '-� ��-; I ( =------ -; t � � � <br /> FOR CAMBER INFO.) � �---- -- —. _- -- �_�_.: '_. _� ,_-- � .._._ _. � <br /> FLQOR JOISTS ARE TYPICALLY � � � � � $ ; ; ; � � <br /> 2x10 AT 10" O.C. ( J� r�J � <br /> � (2) 2x STUDS UNO BY X , WHERE X=NUMBER OF STUDS U.N.O --- =_-==_--� > � <br /> # _.� 3 ' � <br /> � � <br /> HANGERS INDICATED ARE SIMPSON STRONG-TIE � � <br /> r�r �y <br /> FLQOR SHEATHfNG SHALL BE AS INDICATED ON SNEET S1.0. 'r � � <br /> � � � <br /> ALL BEAMS AND NEADERS SHALL BE SUPPORTED ON DOUBLE ; VENT DUCTING � <br /> STUDS UNLESS NOTED OTHERWISE. PROVIDE 3 BUNDLEO STUDS ; � <br /> UNDER BEAMS GREaTER THAN 6" WIDE AND 2 BUNDLED STUDS � <br /> UNDER BEAMS LESS THAN 6" WfDE. FACE NAfL BUNDLED STUDS ; ,y�,.. � <br /> TQGETHER WITH (2) 16d AT 12" O.C. 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