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<br />1* POST LENGTHS AND SPACING FaR WALLS <br />SUPPDRTING SOLID ROOFS (lB'SPAN+l 'O/H) 1* <br /> <br />POST IDI/NAL SCIlEDD WL.f "I~ aw.u <br />.w.L <br />SIZE #E/GHT I'DST .fNC/NIJ I'D.fT .fNCINIJ <br />/I-rxl. ~ l' ~'-II' ~'-ID' <br />II' 4'-D' ~'- D' <br />/lxi'xI.IS" l' ,'-I' ~'-D' <br />II' 4'-11' ~'-f' <br /> l' 1'-11' 4'-D' <br />l'MI'xI. ." .' "-0' 3'-0' <br /> " ~'-D' ~'-4' <br /> l' 10'-0' ~'- D' <br />I'llZ'xI.IR' II' 7''''' ~'-ID' <br /> " , '-0' ~'- 0' <br /> l' II'-D' 4'-D' <br /> S' 6 '-(J' 3'-0' <br />1'/CPxI.IS" " ~'-(J' ~'-f' <br /> 10' 4 '-D' ~'-D' <br /> l' ~'-7' <br /> II' " '-e' <br />1'113'11I. V" " 3'-3' <br /> 10' e'-" <br /> l' "-I!' <br />~x3'III.IU' II' 4'-1' <br />" ~'-1' <br /> 10' ~ '-I' <br /> l' "-3' <br />"1I3'xI.1R' .' 7'-0' <br />" ~,-~, <br /> 10' 4'-11' <br /> l' le'-D' <br />"/CPIII,I~' .' -'-'-D' <br />" ., '-0' <br /> 10' , '-0' <br /> <br />.. i! D/NENS/lN4L LDA/J/NG -. ClMI/NDJ AXIAL (RJ:DF) , <br />6CHD/NG (W/ND) LDA/JING. FTJR EACH AIm/T/lN4L FmT <br />IT RaT SPN/ (f:R 0VC1lIWiG) > 13' RE11UCE PO$T <br />$M,CING IY U. <br /> <br /> <br />, '., '.' <br />. .. 00 . <br />" ,'".. <br />. . '.' <br /> <br />. <br /> <br />8' ~ <br />HIN. <br /> <br />THK 'ND SLAB EDGE DETAIL <br /> <br /> <br />10' DIA. <br /> <br />1.3 CF (i!(J(JII) <br />aID 1'$1 CDNC. <br /> <br /> <br />TO <br /> <br />CiIWa(' <br /> <br />F'U <br /> <br />. <br />~ <br /> <br />~, ])IA. /IC.MR <br />" LNli. TIaJ <br />I'DST <br /> <br />POST FOOTING <br />DETAIL <br /> <br />12' ])114. <br /> <br />A4 VI]) ID1lIlI$ ENGlNECR ING <br />l1C$ltiND1 TO "7 $TANlJAR]) aJ/UING CODe <br />I'CII ClWT. "1M FTJR I (JO WH II/lID <br /> <br />Pg.l- <br /> <br />CXP 1/lE$ AFTER a 11/0 I <br />