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<br /><< <br /> <br />II( POST LENGTHS AND SPACI NG FOR WALLS <br />SUPPORTING SOLID ROOFS (12' SPAN+1' O/H) II( <br /> <br /> <br />A A <br />(COMPRCSSI VDALLOY 6063 T6 <br /> <br />POST NOMINAL SCREENED IIALLS SOLI D IIALLS <br />IIALL <br />SIZE HEIGHT POST SPACING POST SPACING <br /> 7' 5'-8' 2' -10' <br />2'x2'xO.040' 8' 4~ -';' 2'- 0' <br />2'x3'x, 050' OR 7' 8'-0' 4'-0' <br />2' X 2' V/ (J) C 8' 6'-0' 3'-0' <br />9' 5'-0' 2'-4' <br />1 1/2'X21/8'X. 060' 10' 4'-0' 2'-0' <br /> 7' 5' -7' <br />2'x3'x.070' OR 8' 4'-2' <br />2' X 2' V/ (2) C 9' 3'-3' <br />1 1/2'X2 1/8'X . 060' 10' 2'-9' <br /> 7' 10' 6'-2' <br /> 8' 9' 4' -7' <br />3'x3'xO.060' 9' 8' 3' -7' <br /> 10' 7' 3' -I' <br /> 7' 9' -3' <br /> 8' 7' 0' <br />3'x3'xO.093' '9' 5' -5' <br />. 10' 4'-8' <br /> 7' 12' -0' <br /> 8' 9'-0' <br />3'x3'xO.125' 9' 7' -0' <br /> 10' 6' -0' <br /> <br />4280 3277 2589 2097 1456 1070 819 <br />3040 2328 1839 1490 1034 760 582 <br />3451 2642 2088 1691 11 74 863 661 <br />6527 4997 3948 3198 2221 1632 1249 <br />9708 7433 5873 4757 3303 2427 1858 <br />12836 9828 7765 6290 4368 3209 2457 <br /> 1 0' DI A. <br /> GRADE <br /> <br />· 2 DIMENSIONAL LOADING - COMBINED AXIAL (ROan & <br />BENDING (WIND) LOADING, FOR EACH ADDITIONAL FOOT <br />OF ROOF SPAN (OR OVERHANG) > 13' RCDUCC POST <br />SPACI NG BY 87, OR FOR EACH rOOT OF ROOF SPAN <br />(OR OVCRHANG) ( 13', 1 NCREAS[ POST SPACING BY 8Y., <br /> <br />2500 PSI CONC, <br /> <br /> <br />H-24' <br /> <br />51l <br />-.;, <br /> <br />3/8' DI A. REBAR <br />1/6' LG, THRU <br />~,'POST <br /> <br /> <br />, ," <br /> <br /> <br />" <br /> <br />> <br />,.... <br /> <br />1 2' DI A, <br /> <br />. <br /> <br />!I '. ' <br /> <br />8' "'IN, <br /> <br />} <br /> <br />#5 REBAR CaNT, <br /> <br />POST FOOTI NG DETAI L <br />N. T. S. <br />NOTD THE ABOVE DESI GN WI LL <br />CARRY A CONTRI BUTARY <br />L DAD OF: 50 S. F; <br />100 S, F. FOR H=30', <br />AND 1 50 S, F. FOR H=36' <br /> <br />.. <br /> <br />'<fl,. <br /> <br />THK/ND SLAB EDGE DETAIL <br />N. T. S. <br /> <br />DAVID NORRIS ENGINEERING <br />DESI GNED TO ' 97 STANDARD DUILDI NG CODE <br />PER CHAPT, 1606 FOR 110 MPH III ND <br /> <br />I-Go <br />Pg.1- <br /> <br />E:XPIRE:S AFTE:R FED, 1, '01 <br />