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<br /> <br />J1( POST LeNGTHS AND SPACING FOR WALLS <br />SUPPORTING SOLID ROOFS (}2'SPAN+}'O/H) J1( <br /> <br />VALI.JCS HAr B€ INr~RPOt.Ar~D FOR INrCRHCDIArE LCNGrHSfR SPACINGS <br /> <br />1.,=. 77 NQf I HAl.. SCREENED IIALLS SOLI D IIALLS <br />NON-HABI TABLE "'ALL <br />STRUCTURES I-CIGHT POST SPACING POST SPACING <br /> 110 II'H ICO II'H IJS II'H IJOII'H ICO II'H 135 II'H <br /> 7' 4'-8' 3'-8' 3'-0' c'-6' c'-c' }'-8' <br />~'"~',,a 040' 8' 3'-4' c'-8' c' -2' c'-O' }' -8' ]' -3' <br />2' x2')(. 044' 7' 6'-6' 5'-c' 4'-3' ,'1' - 1 0' 3' -3' c'-6' <br />II/(J) ( 8' 4'-5' 3'-6' c' -) 0' 3'-0' 2' -6' 1'-J/' <br />I 1/2' x~ 1/8' x . 050' 9' 3'-c' c'-6' 2' -0' c'-4' , - 11' }'-6' <br />ER ]" x2' xO. 45 la' c'-6' c'-O' 1'-8' l' - 9' 1'-6' 1'-c' <br /> 7' 7'-0' 5'-6' 4'-6' 4'-c' 3'-6' c' -8' <br /> 8' 4'-10' 3'-}O' 3'-2' 3'-2' c' -8' c'-O' <br />2' x3')(. 04S' 9' 3' -7' c'-}O' c'-4' c'-6' 2'-c' J'-8' <br /> 10' c' - J/ ' 2'-4' ]'-JJ' C'-O' l' -9' J'-4' <br />2' x2' x. 044' 7' 7'-8' 6'-0' 4'-J}' 4'-8' 4'-0' 3'-}' <br />II/(~) ( 8' 5' -9' 4: -6' 3'-8- 3' -8' 3'-1- c'-4- <br />I /12' x~ 1/8' X . oso- 9' 4'-5' 3'-6' c' - J 0' 3' -0' 2' -6- J'-J/- <br /> la' 3' -7' c' - /0' c'-4- c'-4- 2' -0' ]' -6' <br /> 7' 9'-8' 7' -7' 6'-4- 6' -0' 5' -0' 3'-JO' <br />~' ,,4' x. 050' 8' 7'-4- 5' -9' 4' -9' 4' -7' 11'-10' c'-II' <br />9' 5' - /0' 4' -7' 3. -9' 3'-8' 3' - 1 ' c.-4' <br /> la' 4'-8' 3'-8' 3'-0' 3'-0' 2'-6' J'-IJ' <br /> 7' J c' -9' JO'-O' 8'-3- 7'-c' 6' -0' 4' -7- <br />]"x]"".06O' (FLUTfD 8' JO'-c' 8'-0- 6' -7- 5'-4' 4'-6' 3'-5' <br />9' 8'-0' 6'-4' 5'-2' 4'-c' 3'-6' 2' -8- <br /> la' 6'-4' 5'-0' 4'-J' 3'-4' , - 1 0' c'-2' <br />"'IND LOADING (PSF) J/ }4 J7 cO c4 3) <br /> <br />. <br /> <br />· 2 DIH€NSlllNAL LOADING - COHBINED AXIAL (ROOF) & <br />BENDING (1IIND) LOADING. FOR eACH ADDITIONAL FOOT <br />J]F ROOF SPAN (OR OVE:RHANG) > 13' RE:DUCE POS T <br />. SPACING BY 87. OR FOR E:ACH FOOT OF ROOF SPAN <br />(OR OVERHANG) ( 13', INCREASE: POST SPACING BY 87.. <br /> <br />2XID ~s I aJItC <br /> <br /> <br />/0- DrA. <br /> <br />aRAIIC <br /> <br />H-e.' <br /> <br /> <br />T6 <br /> <br />, <br /> <br />Pt;JST FOOTING DeTAIL <br />N. T, s. <br />THE ABOVE DESIGN WILL <br />CARRy A CONTRIBUTARY <br />LOAD OF: SO S. F; <br />100 S. F. FOR H=30', <br />AND 150 S F FOR H=36' <br /> <br />2424 /J88 82S 606 464 <br />4280 3277 2589 2097 J4S6 1070 819 <br />3040 2328 1839 1490 1034 760 582 <br />3451 2642 2088 /691 /J 74 863 661 <br />6527 4997 3948 3198 2221 1632 1249 <br />9708 7433 5873 4757 3303 2427 1858 <br />/2836 9828 7765 . 6290 4368 3209 24'7 <br /> T'HE:SE STRUCTlJRES OeSlGNE:O 'MT'H <br /> THE: 2001 FLORIDA BLDG. CODE: <br /> ci' CHAP. 6 OF' ASCE: 7 FOR 110-1.15 MPH 'MN, <br /> VCLOCITY (J SEC. GUST) eXPOSURE: 8. <br /> VOID AFTER 2-1-05 1.,-. 77 <br /> OA VlD NORRIS eNGlNeE:RING <br /> 112 COLE:MAN RD, <br /> WIN TE:R HA VCN, FL. J.1880 Pg. 2-F <br /> (86J) 299-/048 PE:, 32/86 <br /> <br />".. D I A. ffC MIl <br />. La. ~ <br />asr <br /> <br />NO t[: <br /> <br />if <br /> <br />_ u ..__ _...__......_..-.._.&<-... "............~ _ _......_........... <br /> <br />_I. <br /> <br />. <br /> <br />- -if <br />