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LENGTH VARIES OEPENDING ON <br /> NUMHER Arv0 SPPCING OF RAFTERS <br /> 26 OR 29 Gn vALVnNIZED METq� R�O� <br /> AND VRLL PANELS FpSTENE➢ Tp RnfTERS SEE NOTES <br /> ' AND Pp$TS VITH I/q'xl' SDF'S WIiH (PAGE 21 <br /> CON7ROL SEA� V4SHER P AVERqGE 6' CC FOR MAXIMUM OPTIONA� M.EMBER <br /> SPAqNG SPACMG FOR ST�RAGE SHE�F <br /> SUPPORT <br /> x <br /> u <br /> :o i <br /> �o u ° <br /> � a :n <br /> a <br /> I12'NA%IMUM RAFTER SPAN � <br /> TYPICAL RAFTER/POST END FRAME SECTION TYPICAL RAFTER/P�ST FRAMING SIDE SECTION <br /> SCALE 1/8' = 1'-0' SCALE !/8' = 1'-0' <br /> TS RAfTER POST <br /> 3/Ib MINIMIIM 6'LONG,MININUM <br /> NIPPLE 10 16 Gn., TS NIPP�E. SECURE <br /> BASE RA7L 3�16 MITH(6) I/a'xl' SOf'S <br /> TEK SCREV <br /> �(TYP) <br /> � MET0.L SiRAP AT EvERY <br /> � OTNER PpST B'O.0 <br /> TS CON7INUOUS �MSTn-IB 1B GnGE <br /> BASE RAiL OR E�UAU <br /> 3i8'm L�G x 5 1/2' <br /> B[7LT 2'-0'O.C. <br /> NA[� <br /> (TVP) <br /> ��I�I���� � �II �I�� <br /> RAFTER P�ST/BASE RAI� <br /> 1 SCALE NTS <br /> MOORE AND ASSOCIATES VN Dri JRS BENNETT BUILDING SYSTEMS,LLC <br /> ENGINEERING AND CONSULTING, INC. '�, py� METAL FRAME ENCLOSED BUILDING <br /> 1Wt�0C!/E7f�lf M PIIQQTT�'Iml[AI�I1f�,TA �M <br /> �/'�O[1��IWO NI►�! Q�Vif[IRE�MS lORM7f►L! �+ � VSM TF� 4�-13 + NTS 1� 130135 <br /> f1l�1I�1 MAY��IOJJCT f0 <br />