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<br /> <br />· POST LeNGTHS AND SPACING FOR WALLS <br />SUPPORTING SOLID ROOFS (12'SPAN+l'O(H) . <br /> <br />· e DIMCNSIONAL LOADING - COHIJNED AXIAL (ROOF) , <br />8[NDI NG (VI ND) LOADI NG. FOR [ACH ADDITIONAL Foor <br />Of' ROOF SPAN (OR OVCRHANG) > J 3' REDUCE posr <br />SPACI NG 8Y 8X OR FOR [ACH Foor Of' ROOF SPAN <br />(OR oveRHANG) (J3', INCREAse POST SPACING IY ex, <br /> <br /> <br />J <br /> <br /> <br />. , 4 . ~ . <br /> <br />8' HIN, <br /> <br />~ <br /> <br />1$ REIM CDNr. <br /> <br />THK'ND SLAB ~DG~'D~TA!L <br />N. T, S. <br /> <br />3/8' DJ A. RCIM <br />" La. THRU <br />POST <br /> <br /> <br />I 2' DI A, <br /> <br />POST FOOT! NG D~TAl L <br />N. T, S. <br />NOTD THC ABOVC DCSI GN WILL <br />CARRY A CONTRI DUTARY <br />L DAD OFf 50 S, F; <br />100 S. F. FOR H=30', <br />AND 1 50 S. F. FOR H=36' <br /> <br />DAVID NORRIS CNGINCCRING <br />liCSIGNl:D TO '97 STANDARD IUlLDJNG COliC <br />PCR CHAPT. J 60' FOR /J 0 HPH VI ND <br /> <br />Pg. j-t <br /> <br />CXPI RCS AFTCR FC6, J, ' OJ <br />