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'ay.° • <br /> BELOW -a cp <br /> , �,u ...,u .o.q,(�) Xt�l >° � � <br /> . ,.� ".� . - - - - - - ` ` � \ S�13 � o <br /> , m., . n 3 >an � � � , , , ,a <br /> GIRDER 2 �� ; � � 3Ys 12 LB H R � 5Ya,>X9;>X7� � o � <br /> ABOVE _ � � � GIRDERW i 2 2x10 FB � GLB FB �� � 4x6 POST <br /> (2) X10 ABOVE <br /> 4 <br /> 14 <br /> S9.0 <br /> S9.0 <br /> �6 <br /> tD <br /> S9.6 59.6 Z � o <br /> ON OH � Q � r= <br /> ,J o <br /> � � ' <br /> � <br /> UPPER LEVEL MA�N LEVEL Z ? � � <br /> U N IT F FRAMING PLAN U N I�T F FRAMING PLAN � �. � � <br /> 1/4"=1'-0„ � m � <br /> 1/4"=1'-0" Q = Q <br /> f�/ 3 > <br /> o � <br /> � � o <br /> 0 <br /> � - <br /> � � <br /> a 11 <br /> �n <br /> d' <br /> __,_ ,� <br /> � <br /> � � <br /> � <br /> � <br /> � � <br /> i � _��� ' <br /> i <br /> � ��r___ � . � � . � . <br /> ' L___ � ___ � � � � . <br /> I . ' � <br /> � ' <br /> � - ' � <br /> � , WALLS ' �' I � <br /> � ABOVE ' ' <br /> o � � - ---- � � <br /> �, � � � ( o � <br /> FL40R FRAMING NOTES � � �°z � � � � <br /> , ' � Q <br /> , , � CU <br /> i � � � � <br /> SF STRUCTURAL FASCIA (5/4 x 8) FRAMING DIRECTION RAlSED FLOOR I I �� ' ; -- ---- � � � � � <br /> „ � � . RAISED FLOOR , � � � O <br /> , AT� +143/4 � � �- � AT -�143/a" ; ; `D � <br /> FB FLUSH BEAM UPPER ' I � » ; � � � � '�'' V � <br /> ' FLOOR � � � � � � STEP ; � � � � � � <br /> HDR HEADER EXTENT OF FRAMWG WALLS � � I � ( � - � <br /> GT ' 14.75" � � ' , ; ; � ' � N Q� <br /> GIRDER TRUSS STEP I ; � <br /> � � I � � I � � � , <br /> � � � � I � � <br /> GLB GLU—LAMINATED BEAM (SEE SHEET 51.0 (SEC. 06185) I � � L <br /> FQR CAMBER iNFO.) � � O <br /> FLOOR JOISTS ARE TYPICALLY V � L <br /> � (2) 2x STUDS UNO BY OX , WHERE X=NUMBER OF STUOS U N OAT 16" O.C. � <br /> W � > Z <br /> F-' W � <br /> HANGERS �NDICATED ARE SIMPSON STRONG—TIE � Q <br /> FLOOR SHEATHWG SHALL BE AS INDfCATED ON SNEET S1.0. 'I� �_ � <br /> i � � <br /> ALL BEAMS AND HERDERS SHALL 8E SUPPORTED ON DOUBLE � VENT DUCTING � <br /> STUDS UNLESS NOTED OTHERWISE. PROVIDE 3 BUNDLED STUDS ; O a <br /> UNDER BEAMS GREATER THAN 6" WIDE AND 2 BUNDLED STUDS 1 � <br /> UNDER BEAMS LESS THAN 6" WIDE. FACE NAIL SUNDLED STUDS ; � � <br /> TOGETHER WITH (2) 16d AT 12" O.C. TYPICAL. ---------� � <br /> SEE SHEETS S9.Q & S9.1 FOR TYPICAL WOOD FRAMING DETAlLS. Q <br /> UPPER LEVEL PLATFCJRM MAIN LEVEL PLATFQRM � <br /> U N �T F FRAMING PLAN U N IT F FRAMING PLAN o JobNo.: 13-47 <br /> 1/4"=1'-0" <br /> � Sheet No.: <br /> 1/4"'=1'-0" z <br /> � U11� <br /> Sheet Urder: A g U F R E S � � � <br /> . . . . . . .. . . . . . . . .. . . . . . . . .. .. . . . . . .. . T <br />