Laserfiche WebLink
<br /> r <br /> I. <br /> - i,. <br /> - ATTACHED ALUMINUM COVERS ~ <br />.- .. ~ <br /> . , TABLE 1 : MAXIMUM SPANS lOR STANDARD , <br />, ALUMINUM ROOF PANELS or '. <br /> .3105 H-14 OR H-2S ALLOY f <br /> WlND I.:.OADS: CARPORTS, SCREEN ROOMS. AND OTHER OPEN BUILDINGS f <br /> O.ri,: CONDI TlON NO O. H. 1 ' O. H 2' O. H. .3' 0 H. . f <br /> j <br /> 1-1/4"x_O.026" - , <br /> i <br /> 100 MPH W. l. 7'- 2" 7'- s" 8'- 2" --- 't <br /> 110 MPH W. l. 6'- s" 6'- 8" 7'- 6" --- <br /> 120 MPH w. l. 5'-10" 6'- 2" 7'- 1 " ~-- , <br /> 1-1/4"x_0.0.32K 8'- S" " <br /> 100 MPH W. L, 8'- 8" g'- .3" --- i'. <br /> 110 MPH W. l. 7'- 6" 7'- g" 8'- 6" --- <br /> 120 MPH W. L. 6'-10" 7'- 1 " 7'-11" --- <br /> 1-3/4"x_0.026" ~ ~ <br /> ~ <br /> 100 MPH W. L. 7'- S" 7'- r 8'- s" --- '( <br /> 110 MPH W, l. 6'- 8" 6'-11" 7'- g" --- t' <br /> 120 MPH W. l. 6'- I" 6'- 4" 7'- 3" --- i:. <br /> , <br /> 1-3/4"x_O.0.32" . <br /> i <br /> .. <br /> 100 MPH W. L. 8'- g" g'- 0" g'- 7" --- ~ <br /> 110 MPH W. L. 7' -10" 8'- 1" 8'- g" -. <br /> --- <br /> 120 MPH W. l. _. r- 1 " 7'- 5" 8'- 2" -- -- <br /> 3"x_O.026" j <br />- 100 MPH W. L. 13'- ," 13'- 3" 13'- 8" 14'- 5" <br /> ' 110 MPH W. l. '1' - g" 11' -11" 12'- 5" 13'- 2" ~ ~ <br /> 120 MPH W. l. 10'- 8" 10'-11" 1"- S" 12'- 3" d <br /> 3"x_O.032" 16'- i;;--- "f <br /> 100 MPH W. L. 15'- 6" 15'- 8" 16'- 0" ~ <br /> 110 MPH W. L. 13'-10" 14' - 0" 14'- S" 15'- I" <br /> 120 MPH W. L. 12'- 8" 12'-10" 1.3' - .3" 14'- 4" FJf <br /> . . <br /> LIVE LOAD; ALL BUILDING TYPES m <br /> O.H. CONDITION NO O. H. I' O. H_ 2' O. H. 3' O. H. i. <br /> 1-1/4"x,-0.026" 8'- --'--- i: <br /> 20 #/SF L. l. 7'- A" 7'- 3" I" --- i <br /> ]0 #/SF L. L 5'-- 9" 6'- 1 " 7'- A" --.- , . <br /> '" <br /> 1-1/4"x_O.0.32" r <br /> 20 II/SF L. L. 8'- 3" 8'- 6" 9'- 2" --- f ~. <br /> 30 II/SF L. L. 6'- g" 7'- A" 7'-10" --- ;~ <br /> 1-.3/4"x_0.026" /' <br /> , , <br /> 20 #/SF L. L. 7'- 4" 7'- 7" 8'- 4" --- m <br /> .30 II/SF L. L- 6'- 0" 6'- 4" 7'-11" --- <br /> 1-.3/4"x_0.032" _ - r: <br /> 20 #/SF L. L. 8'- 7" 8'-10" g'- 6" --- <br /> 30 #/SF L. L. 7'- a" 7'- 4" 8'- 1" --- !: <br /> 3"x_0.026" Ii <br /> ri <br /> 20 #/SF l. L. 13'- J" 13'- 4" 13'-10" 14'- 6" I} <br /> 30 #/SF L. L. 10'~ 9" 11' - 0" 11'- 6" 12'- 4" <br /> 3"x_O.032" , <br /> 20 #/SF l. L. 15'- 1 " 15'- 2" 15'- 7" 16'- 2" ! <br /> I, <br /> 30 #/SF' L. L. 12'- .3" 12'- 5" 12'-11" 1.3' - 8" ;', <br /> If <br /> ~ if! <br />1. TOTAL ROOF PANEL WID TH :::: ROOM WIDTH PLUS WALL WIDTH PLUS OVERHAN(' <br />2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L TABLE GOVERN' <br /> [ba)WU'@fii)(Q}@ @., rn@OOOD@~ l?oC3o ~ , <br /> '~ <br /> CIVIL ENGINEER AND DEVELOPMENT CONSULTANT :~ <br /> P.O. BOx 4368 S. DAYTONA. F'lORIOA .32121-4368 ~,. <br /> PHONE, (904) 767-4774 <br /> FAX: (904) 767-6556 ~ <br />@ COPYR/GH T. PART WITHOUT Ws:1/TTEN SEC. ION: 3 <br />1995 NOT TO BE REPRODUCED IN WHOLE OR IN <br /> P!::RMJSSION FROM LAWRENCE E. BENNETT. P.L P Ai;;' t 8-13 <br /> , <br /> '1 <br /> - I. <br /> <br />-48 <br />