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IE POST LENGTHS AN]) SPACING FDR WALLS SUPPORTING SOLI]) RDOFS (12' SPAN+1" D/H) IE VALUrS HAY Br INTrRPOLATrD FOR INTrRHrTJIATE: LrNGTHS OR SPACINGS FOR rxp. ~C' MULTIPLY ALL CDLIMN VAWn BY. B4 Iw=. 77 NtII~~ SCRaNE:D IIALLS SOLID IIALLS NON-HABITABLr IIALL STRUCTURrS ICIGHT POST SPACING PasT SPACING "FT1R I.=J.O NULTIPLY VALUO' BY . 87) 110/lf( 120 /If( lYJ IfIH UO /If( 1!XJ IfIH 110 IfIH 120 IfIH lYJ IfIH UO/lf( 150 ifili 7' 3'-6' 3'-0' 2'-6' - - 2'-6' 2' -0' - - - 2' x2' xO. /H(J' 8' 2' -8' 2'-4' 2' -0' - - 1'-11' l' -7' - - - 2'x2'x. 044' 7' 4' -10' 4'-4' 3'-6' 3'-0' 2' -7' 3' -7' 3' -0' 2'-/5' 2' -2' 11-10' II/W [ 8' 3'-10' 3'-4' 2' -8' 2'-3' 2'-0' 2' -9' 2' -4" 1'-11 l' -8' - 1 1/2' XE 1/8' X . OSD' 9' 3' -a' 2'-6' 2' -I" l' -9' - 2'-2' 1'-10" l' -6' - - iii. 3'Jt2lx . 045' JO' 2'-4" 2'-0' l' -8' - - 1'-8' - - - - 71 6'-6" 5'-6' 4' -8' 3'-10' 3'-4' 4' -8' 3' -9" 3' -2' 2' -9' 21-5" 8' 4'-10" 4'-2' 3' -6" 2' -10' 2'-6' 3'-6" 2'-10' 2' -5' 2'-1' 11-5" 2' x3' x. 045' 9' 3' -9" 3'-3' 2' -8' 2'-2' 1'-11' 2' -8' 2' -2' l' -9' l' -6' - JO' 3' -a' 2'-6" 2' -0' 1'-8' l' -6' 2' -0' 1'-8' l' -6' - - 2'x2'x. 044' 7' 8'-0' 7'-0' 5'-10" 5'-0" 4'-4" 6'-0' 4'-10' 4' -0' 3' -5' 31-0' 11/(2) [ 8' 6'-2" 5'-4' 4'-4' 3'-10' 3'-4' 4' -7" 3'-8' 3'-1' 2' -8' 21-3' 1 1/2'XE l/8'X . OSD' 91 4' -10' 4'-2' 3' -6' 3'-0' 2' -7' 3'-6' 2'-10' 2' -5' 2' -0' 11-9' .IR 3' Jt2I III l' x 3/8' JO' 4' -a' 3'-4' 2' -9' 2'-4" 2'-0' 2' -9' 2' -3' l' -10' l' -6' - 2"x4' x. llilI' IR 7' 9'-6' 8'-2' 6' -9' 5' -9' 5' -0" 7' -3' 5'-11" 5' -0' 4' -4' 31-10' 3' x3' x. 060' (FLlITElJ) 8' 7'-4' 6'-3' 5'-2' 4'-4' 3' -10' 5'-6" 4' -6' 3'-10" 3'-3' 2'-11' (FIR 3' x3' x. 093'- 9' 5'-8' 4' -10' 4' -0' 3'-4' 3'-0" 4'-3' 3'-6' 2'-11' 2'-6' 21-2' IU.. TIP/.. Y VALtn' BY J.t!) JO' 4'-6' 3' -10' 3' -2' 2'-8' 2'-4' 3'-4' 2' -8' 2' -3' 1'-11 1'-8" VINlJ LllA/JlMi (PSFJ 13 15 18 21 24 18 22 26 30 34 · 2 DIHrNSIDNAL LDAIJING - CDHBINE:JJ AXIAL (ROOF> & BrNDING OIINJ>> LDAIJINGI FOR rACH AIJDITIONAL FODT OF RlXF SPAN () 12') OR AlJDITIONt4L 6' OF OvrRHANG () 1'), RDJUCr POST SPACING BY 27.; OR CONvrRSD..Y, FOR rACH F7X1T OF ROOF SPAN RDJucrD (< 12') OR 6' OF OVERHANG RE:!JUCrTJ (( 1'), INCRrASr POST SPliCING BY 2X 11/ COMPOSITE COLUMN DETAIL NoT.$. :vr DIA. REBI.R 6' Ui THRtJ PaST GlMllE' PDST FDDTING DETAIL N. T. S. NOTEI THr ABovr lJrSIGN WILL CARRY A CDNTRIBUTARY WAIl OF, 50 S. FJ 100 S. F. FOR H=30", AN]) 150 S. F. FOR H=36' srcrION 2' x2' x. [)4.4' 2424 PA TID rXT. 2'x2'x. 093' 4280 3277 2589 2097 1456 1070 819 PATIO aT. 2' x3' x. 050' 3CJ4.0 2328 1B39 1490 1034 760 582 PA rID rxT. 3' x2' x. 07D' 3451 2642 208B 1691 1174 863 661 PATIO aT. 3'x3'x. D60' 6527 4997 3948 3198 2221 1632 1249 SCALLOPDJ 3' x3' x. 093' 9708 7433 5873 4757 3303 2427 1858 TUBE: 3'x3'x. 125' 12836 9828 7765 6290 4368 3209 2457 ruar 4' x4' x. 125' 19500 18720 17960 17160 11940 8800 6640 TUar THrsr STRUCTURES DESIGNED WITH THr 2004 FLORIDA SLDG. COlE W/ 2006 SUPPLEMENT de CHAP. 6 OF Ascr 7 FOR 110-150 MPH KfND vaoaTY (3 src. GUST) rxPOSURr B de C. VOID AFTER 2-1-09 1_.77 DA ~D NORRIS DJGlNaRlNG 112 COLEMAN RD. WINTER HA \ai, FL 33880 Pg. 2-F (863) 299-1048 P.E 32186