Laserfiche WebLink
<br />)If POST LENGTHS ANIJ SPACING FOR WALLS <br />SUPPORTING SOLIIJ ROOFS ( 12' SPAN+l' a/H) )If <br /> <br />VALUES MAY BE INTERPOLATED FaR INTERMEDIATE LENGTHS OR SPACINGS <br /> <br /> <br />2424 1856 1466 1188 825 606 464 <br />4280 3en 2589 e097 1456 1070 819 <br />3040 232B 1839 1490 1034 760 582 <br />3451 2642 2088 1691 1174 863 661 <br />6527 4997 3948 . 3198 2221 1632 1249 <br />9708 7433 5873 4757 3303 24e7 1858 <br />12836 9828 7765 6290 4368 3209 2457 <br /> 10' IJIA, <br /> GRA.DE <br /> <br />POST NOMINAL SCREENED VALLS SOLID VALLS <br />SIZ~ VALL <br /> HEIGHT POST SPACING . POST SPACING <br /> 7' 4' 2' <br />2'xe'xa 040' I;. B' 3' l' -8' <br />. ;i:. _" <br />e'^x3'':. .'51lU:,o'Tr 7' 6'-6' 3' -3' <br />8' 5' 2'-6' <br />2' X 2' 11/ (J) [ 9' 4' 2' <br />1 1/2'X2 1/8'X. 060' 10' 3' 1'-6' <br />2' x3' x. 070' DR 7' 3'-6' <br />8' 2'-9' <br />2' X P' 11/ (2) [ 9' 2'-3' <br />1 1/2'X2 l/B'X. 060' 10' l' -9' <br /> 7' 10' 5' <br /> 8' 8' 4' <br />3' x3' xO. 060' . 9' 6'-4' 3'-2" <br /> 10' 5' 2'-6' <br /> . 7' 7' <br /> 8' 5'-8' <br />3' x3'xO. 093' 9' 4'-6' <br /> 10' 3'-6' <br /> 7' 9' -4' <br /> B' 7'-8" <br />3')(3' xO. 125"' 9' 6' -2' <br /> 10' 4'-10" <br /> <br />2500 PSI CaNC. <br /> <br /> <br /> <1 C 'MPACT <br /> F LL <br />.4 <br /> H-e4' <br /> ~ <br />. . <br /> <br />11 2 DIMENSIONAL LOADING - COMBIN~D AXIAL (RlJDF) & <br />BENDING OIIND) LOADING. FOR EACH AJJDlTIONAL FOOT <br />OF ROOF SPAN (OR OVERHANG) > 13' REDUCE POS T <br />SPACING BY BY. DR FOR EACH FOOT OF ROW SPAN <br />(DR DVERHANG) < 13', INCREASE POST SPACING BY 8X. <br /> <br />3/8" DIA. REBAR <br />6' LG. THRU <br />POST <br /> <br /> <br /> . ~" '" <br /> ~ . . <br />A- <br />.. '. <br />J ~ 1#5 REBAR CON T. <br />8" MIN. <br /> <br /> <br />12' IJIA. <br /> <br />POST FOOTING n~TAIL <br />N. T. S. <br />NOTD THE ABOVE DES I GN II I LL <br />CARRY A CONTRIBUTARY <br />LDAD OF; 50 S. Fi <br />100 S. F. FOR H=30', <br />AND 150' S. F. FOR H=36' <br /> <br />THK/ ND SLAB EDG~ D~TAIL <br />N, T. S. <br /> <br />TH~SE STRUCTVR~S DESIGNED WITH <br />THE 200T FLORIDA BLDG. CODE <br />de CHAP. 5 OF ASC~ 7 FOR 120 MP.I-f VlfND <br />VELOCITY (J SEC. GUST) EXPOSURE a. <br />VOID AFTeR 2-1-03 <br /> <br />DA VID NORRIS CNGINEERING <br />112 COUMAN RD. <br />'MNTF:R HA VEN. FL 33880 P 7 f <br />(853) 299-1n4R P t" ,"'.ell': Q. - ~ <br />