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<br />· POST L~NGTHS AND SPACING FOR WALLS <br />SUPPOR T I NG SOL I D ROOFS (1 2' SPAN+ 1 ' O(H) '* <br /> <br />· 2 DIHeNSIONAL LOADING - COHllNeD AXIAL (ROOF) , <br />leNDI NG (VI ND) LDADI NG. rOR eACH ADDITIONAL rOOT <br />Of' ROOF SPAN (OR oveRHANG) > J 3' REDUCE POST <br />SPACI NG BY 8X OR FOR EACH rOOT Of' ROOF SPAN <br />(OR oveRHANG> ( J3', INCReAse POST SPACING IY 8X. <br /> <br />POST NDHlNAL <br />VALL <br />sIZe HeiGHT <br />f' xl' )(0, 040' J' <br />" <br />2')(3')(, O$)' OR J' <br />f' 1 P' V/(U C " <br />" <br />I If' X2 1/1'1 . 060' J 0' <br />2')(3')(.070' OR 7' <br />" <br />f'Xf'VlWC " <br />I If' x.! I It' X . OU' 10' <br /> 7' <br />1')()')(o,06Q' " <br />9' <br /> 10' <br /> 7' <br />l' )()' xC, 093' " <br />9' <br /> 10' <br /> J' <br />1')()'xC. In' " <br />9' <br /> 10' <br /> <br /> <br /> <br />SCReeNeD VALLS SOI..l D VALl.S <br /> <br />POST SPACING POST SPACING <br />" _'I I' - 0' <br />4'-0' '- 0' <br />".-0' <br />"-0' <br />"-0' <br />4'-0' <br /> <br />6'- I <br />4' _J' <br />3' _JI <br />3' -J' <br />"-3' <br />J' -0' <br />, _$1 <br />4' _'I <br />J I' -0' <br />" -0' <br />, -0' <br />" -0' <br /> <br />e,oo PSI CDNC. <br /> <br /> <br />GRADe <br /> <br />~i!~' <br /> <br />3/'1 DI A. REII4/? <br />" LG. THRU <br />POST <br /> <br /> <br /> <br />. . <br /> <br />8' HI N. <br /> <br />oJ' <br /> <br />12' Dl A. <br /> <br />of <br /> <br />" RCII4/? CDNT. <br /> <br />POST FOOT! NG VeTA! L <br />N. T. S. <br />NOTD THC ABOVC DCSIGN VlLL <br />CARRY A CONTRI BUTARY <br />L DAD OFt 50 S. F; <br />100 S.F, FOR H=30', <br />AND 150 S, F. FOR H=36' <br /> <br />THK'ND SLAB eDG~'DeTA!L <br />N. T, S. <br /> <br />DAVID NORRIS ENGINCERING <br />lJ€SIGNeD TO '97 STANDARD IUlLDING CODe <br />PCR CHAPT. 160' rOR JJO HPH VIND <br /> <br />Pg. j-C <br /> <br />CXPI Res. AF'TCR rn. J, , OJ <br />