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<br />" <br /> 6- 7- <br /> S ,1~ U 2' x 7' S. H. B. ,3 <br /> .1~ l- e' x 6' S. H. B. t-- <br /> SX=I, 97 1055 ~ ~. ;~" "..... SX=2. 54~062 ' <br /> I - ~'.. <br /> k. , t <br /> 2' x 6' M. B. 2' x 7' S. M. B. <br /> 'PACIM. COLUM'f HE: IGHT ~~~H js:PACI M:i COL UHN HE! GHT l!.E;,AH <br /> PAN SPAN <br /> HPH l1u leD 130 110-13:; HPH 110 lea 130 110-135 <br /> 3' 26'-6' e2'-6' 22'-10' 25'-0' 3' 26' -9' 25' -8' 24' -7' 29'-0' <br /> 4' 21'-8' eo' -8' 19' -8' e3'-&' 4' N' -6' 23' -5' 22'-4' 27' -I' <br /> 19' -1 I ' 9'-3' 1 7' -11 ' ee' -a' _5' 2e'-6' e1'-5' 20'-4' 25'-3' <br /> 6' 18' -6' 1 7' -6' 16'-6' 20' -7' 6' eO'-lo' 19' -9' 18'-8' 23'-5' <br /> 7' 17' -4(' ]6'-5' ]5'-4' 19'-3~ 7' 1~' -6' 18' -5' 17' -'I' 2]'-9' <br /> R' 16'-4~ [:5'-:5' 14'-4' 18'-1' 8' ]8' -5' 17' -4' 16'-3' 20' -.:" <br /> 9' 15'-6' 14'-6' 13'-6' 17' -I' 9' 17' -6' 16'-5' 15'-4' 19' -4' <br /> la' 14' -9' 3! -9' Ie' -9' 16"-2' 10' 6' -..9' 15' -7' 14'-6' 18'-4' <br /> '- <br /> g- ,- '. <br /> " g- <br /> :22.f- - - e' ox 8' S. H. B. A8 .224 e' x 9' X .,07e x .224 S. H, B. 3 <br /> SX=4. 44 ~072 SX=5. 47 1072 <br /> t , t, <br /> 2' x 8' S. M. B. 2" x 9' S. M. E., <br />1.:, u WAC IMJ ' Co,LUMN HE: IGHT ~~~~ , 'PAC/Ml COLUHN HE:/GHT ~~AM <br />,", PAN <br />, HPH no. leD 130 110-135 HPH '110 12a /30 1I0-I3~ <br /> 3' 133'-4' 3e'-o' 30' -8' 36'-0' 3' 37'-2' 35' -8' 34'-2' 40' -a' <br /> 4' 30'-4' e9' -0' e8'-8' 34'-3' 4' 34' -4' 32' -/0' 31' -4' 38'-0' <br /> 5' e8!' - e7' -a' e5'-8' 3e'-5' 5' 31 ' -,/0' 30'-4' 28'-10' 36' -0' <br /> 6' 26'-8' e5' -'I' e4'-8' 30' -7' 6' e9' -8' ~8' -e' 26'-8' 34'-0' <br /> 7' e5'-e e3' -/0' 2e'-6' e8' -9' 7' e7'-11' e6' -5' e4'-/1' 32' -0' <br /> 8' 23' -/0' ee' -6~ e/'-e' 27' -/ 8' e6' -5' e4'-I/' e3'-5' ::JU'-O' <br /> 9' ee''-8' el'-4' eo' -0' e5' -7' 9' e5'-/' e3' -7' 22'-/' 28' -5' <br /> /0' e/'-8' eO'-4' / 9' -a' 24'-4' la' e3' -/0' ee' -4' 20'-10' 27' -a' <br /> g- lO- <br /> t' <br /> " 8 1 <br />.Jt.Q.., e' )('9' x . 07e X . 310 S. H. B. ..3QL. e' X 10' X . 0ge X . 389 S. M. B. <br />- - <br /> SX"6, 77 1072 SX=8. 53 lO92 <br /> " , <br /> 2' 9' I. B. 2' 10' S. M. B. t <br /> x S. N. x <br /> WAC/No COLUMN HEIGHT 'IJ.{AM 'PACIMJ COLUMN HE:/GHT ~~:M <br /> SPAN PAN <br /> HPH 110 lea /30 / /0-/3:; IfW 110 leu /3u 110-/35 <br /> 3' 39'-e' 37' -6' 35' -/0' 42'-0' 3' 45' -6' 43'-6' ,41' .,6' 48'-6' <br /> '4' 36'-/0' 35' -e' 33'-6' 39'-8' , 'I' 'Ie' -8' 40'-8' 38'-8' 45'-2' <br /> :5' 34' -7' 3e'-// 3/'-3' 37' -10' ::)' 40'-0' 38"-0' 36'-0' 4e'-6" <br /> 6' 32'-5' 30' -9' 29' -/' 36'-/' ~b' ' 37' -6' 35'-6' 33' -6' 40'-4' <br /> 7' 30'-3' e8' -7' 26'-//' 34'-6' 7' 35' -2' 33' -e' 31' -2' 38'-6' <br /> R' e8'-6' e6'-/0 2::>'-e' , 33'-0' 8' 33' -p' 3/' -e' 2'J'-2' 36' -/0' <br /> 9' 27' -a' 25' -4' e3'-8' 3/'-6' 9' 3/'-6' 29' -6' 27' -6' 35' -2' <br /> /0' 25'-8' e4' -a' 2e'-4' 30'-0' 10' 3D' -0' e8' -0' 26' -0' 33'-6' <br /> DeSIGN LOADING <br /> COL UMNS, / J 0 MPH - lJ PSF <br /> /20 HPH - 14 PSF <br /> 130 HPH - 16 PSF <br /> 135 MPH - 17 PSF <br /> BeAMS: 110,..135 MPH - 10 PSF <br />TYP leAL ALUMINUM COLUMN & BEAM DETAILS THESE STRUC'TURES ,DESICNED WITH <br /> THE 2001 FLORIDA BLDG. CODE <br />TABL~S FOR SCR~~N ROOMS & ROOFS ONLY & CHAP. 6, OF ASCE 7 FOR /10-135 AlPH !oJ <br /> VE:LOCITY (3 SEC.ftUST) EXPOSURE 8, <br />NOTE:: J) BEAH SPANS HAY BE: INCRE:ASE:D eox IIHE:N CONTINUOUS OVf:R VOID AFTER 2-1-0 Iw...77 <br /> INTERIOR COLUMN SUPPORT, DA VlD NORRIS ENGINEERING <br />2) ALL BE:AH SPANS ASSUH(: LA TE:RAL PURL INS (e' xe') , 90' FRAHED <br /> ACROSS ROOF' E:ACH POST. IN SCRE:ENE:D SIDE IIALLS 112 COLEMAN RD. <br />3) VALUES HAY BE: INTERPOLATE:D FOR INTERHEDIATE LENGTHS OR SPACINGS WINTER HA'lEN, FL. 33880 Pg. 7-1 <br /> OR IIIND REGIONS. (863) 299-1048 P.E. 32186 <br />