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<br />Jtf POST LENGTHS ANIJ SPACING FOR WALLS <br />SUPPORTING SOLID ROOFS ( 12' SPAN+l' O/H) !If <br /> <br /> <br />2424 18~6 1466 1188 825 606 464 <br />4280 32n 2589 2097 1456 1070 819 <br />3040 2J28 1839 1490 1034 760 582 <br />34~1 2642 2088 /691 1174 863 661 <br />6~27 4997 3948 3198 2221 1632 1249 <br />9708 7433 5873 4757 3303 2427 18~8 <br />12836 9828 7765 6290 4368 3209 2457 <br /> 10' D I A. <br /> POST <br /> GRADE <br /> <br />POST NOMINAL SCREENED WALL S SOLI JJ /fALL S <br />WALL <br />SIZE HEIGHT POST SPACING POST SPACING <br /> 7' 5' -8' 2' -10' <br />Z' xC')(a 04Q' S' 4' -a' 2'- 0' <br />2' )(3')(. 050' OR 7' 8'-0' 4' -0' <br />e' X ~ VI (J) C 8' 6'-0' 3' -0' <br />9' 5'-0' 2'-4' <br />1 1/~X2 118'X. 060' 10' 4' -0' e'-o' <br /> 7' " -7' <br />2')(3' x. 070' OR 8' 4'-2' <br />~X~VI<2JC 51' 3' -3' <br />1 llZ' X2 118' X . 060' 10' 2' -51' <br /> 7' 10' 6'-2' <br /> S' 5/' 4' -7' <br />3')(3'xa 060' . ~9~ 8' 3' -7' <br /> 10' 7' 3' -I' <br /> 7' 51' -3' <br /> 8' 7' -0' . <br />3' x3')(a 093' 9' 5' -5' <br /> 10' 4'-S' <br /> 7' 12'-0' <br /> S' 9'-0' <br />3' )(3' xa 1~' 51' 7' -a' <br /> la' 6'-0' <br /> <br />2500 PSI CaNe. <br /> <br /> <br />e 'HPACTEiJ <br />F LL <br /> <br />· 2 DIMENSIONAL LOADING - COMBINED AXIAL (ROan a. <br />BENDING (WIND) LOADING. FOR EACH ADDlrIONAL roar <br />or ROOF SPAN (OR OVERHANG) > 13' REDUCE POST <br />SPACING BY 870 OR FOR EACH FOOT OF ROOF SPAN <br />(DR OVERHANG) ( 13', INCREASE POST SPACING BY 87,. <br /> <br />H-24' <br /> <br />3/S' iJIA. REBAR <br />6' LG. THRU <br />POST <br /> <br /> <br />" ~ ..... . <br /> <br /> <br />12' DlA. <br /> <br />.., <br /> <br />J <br /> <br />115 REBAR CONT, <br /> <br />POST FOOTING D~TAIL <br />N. T. S. <br />NOTE: TH~ ABOVE DESIGN WILL <br />CARRY A CONTR I BUTARY <br />LOAD OF: 50 S, Fi <br />100 S, F. FOR Hr=30".. <br />AND 150 S. F. FOR H=36" <br /> <br />\ <br />CXl <br /> <br />. <br /> <br />8' JUN. <br /> <br />THK'ND SLAB ~DG~ D~TAIL <br />N. T. S. <br /> <br />DAVID NORRiS ENGINEERING <br />DESIGNED TO ' 97 STANDARD BUILDING CODE <br />PER CHAPT. 1606 FOR 110 HPH /fIND <br /> <br />Pg, l-E <br /> <br />CXPIRes AFTCR 2-01-03 <br />