Laserfiche WebLink
<br /> , <br /> , <br /> i.'. <br /> ATTACHED ALUMINUM COVERS , <br />'.. i' <br /> - <br /> . 'TAEkE 1: MAXIMUM SPANS rOR , <br />, STANDARD ALUMINUM ROOF PANELS or " <br /> , 3105 H-14 OR H-25 i <br /> ALLOY <br /> WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS ~ <br /> 'O.H. CONDITrON NO O. H. l' O. 2' O. 3' O. ' , <br /> H H. H. <br /> 1-1/4"x_O.026" , <br /> 100 MPH W. L. 7'- 2" 7'- S" 8'- 2" --- <br /> 110 MPH W. L. 6'- s" 6'- 8" 7'- S" --- <br /> 120 MPH W. L. 5'-10" 6'- 2" 7'- 1 " --- r' <br /> .-j <br /> 1-1/4"x_O.03.2" 8'- , <br /> 100 MPH W. t, S" 8'- 8" g'- 3" --- , <br /> 110 MPH W. L. 7'- 6" 7'- g" 8'- 6" --- <br /> 120 MPH W. L. S'-10" 7'- 1" 7'-11" --- <br /> 1-.3/4"x_O,026" ,. <br /> , i- <br /> 100 MPH W. L. 7'- S" 7'- T 8'- s" --- , . <br /> " <br /> 110 MPH W, L 6'- 8" 6' -11" 7'- g" --- ,-- <br /> 120 MPH W. l. 6'- 1 " 6'- 4" 7'- 3" --- ',: <br /> , <br /> 1-3/4"x_O.032" I <br /> 'f <br /> 8'- g" j <br /> 100 MPH W, L. g'- 0" g'- 7" --- ! <br /> 110 MPH W. L. 7' -10" 8'- 1 " 8'- g" --- !! <br /> 120 MPH W. L. 7'- 1 " 7'- 5"-' 8'- 2" , <br /> --- <br /> 3"x_0.02S" <br />- 100 MPH W. L. 13'- ," 13'- 3" 1.3'- 8" 14'- 5" , <br /> ' 110 MPH W. L. 11'- 9" 11' -11" 12'- 5" 1.3'- 2" i i <br /> 120 MPH W. L. 10'- 8" 10'-11" 11'- S" 12'- 3" 1 <br /> 3"x_O. 0.32 " l'_ <br /> 100 MPH W. L. 15'- 6" 15'- 8" 16'- 0" 16'- 7" J <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" ; t <br /> , I <br /> LIVE LOAD; ALL BUILDING TYPES 1 <br /> , <br /> O.H. CONDITION NO O. H. I' O. H. 2' O. H. 3' O. H. <br /> 1-1/4"x,-0.026" Ii <br /> 20 U/SF L. L. 7'- 0" 7'- 3" 8'- I" --- ft <br /> ]0 #/SF L. L 5'- 9" 6'- 1 " 7'- A" ---- i I <br /> ',' <br /> 1-1/4"x_0.032" f <br /> " <br /> 20 U/SF L. L. 8'- .3" 8'- 6" 9'- 2'" --- ; <br /> 30 #/SF L. L. 6'- g" 7'- 0" 7'-10" --- <br /> 1-3/4"x_0.026" - m <br /> ., <br /> 20 #/SF L. L, 7'- 4" 7'- 7" 8'- 4" --- ~ <br /> .30 #/SF L. L. 6'- 0" 6'- 4" 7'-11" --- ~ <br /> 1-.3/4"x_O.032" -. ii <br /> 20 #/SF L. l. 8'- 7" 8'-10" g'- 6" --- I <br /> 30 #/SF L. L. T- O" 7'- 4" 8'- 1" --- <br /> 3"x_0.026" , ! <br /> - ri <br /> 20 U/SF l. L. 13'- 3" 1.3'- 4" 13'-10" 14'- 6" i! <br /> 30 U/SF l. L. 10'- g" 11'- 0" 11 '- S" 12'- 4" <, <br /> 3"x_O.032" . <br /> 20 #/SF L. L 15'- 1 .. 15'- 2" 15'- 7" 16'- 2" ! <br /> !~ <br /> .30 UjSF L. L. 12'- .3" 12'- S" 12'-11" 13'- 8" 'I <br /> ~ . <br />1. TOTAL ROOF PANEL WIDTH :: ROOM WIDTH PLUS WALL WIDTH PLUS OVERHAN( <br />2. THE SMALLEST VALUE OF THE WINO LOAD TABLE OR THE L.L TABLE GOVERN <br /> ~Wli'@(jj)@@ @c l~k;}!Jilii)@ililg [?& ~ , <br /> f~ <br /> CIVIL ENGINEER AND DEVELOPMENT CONSULTANT :~ <br /> P.O. BOx 4368 S. DAYTONA. FLORIDA 32121-4368 " <br /> PHONE, (904) 767-4774 ; <br /> FAX: (904) 767-6556 . <br />@ COPYRIGH T. PART WITHOUT W~ITTEN SEe ioN: 3 <br />1995 NOT TO BE REPRODUCED IN WHOLE OR IN <br /> PE:~MJSSION FROM lA'NRENCE E. BENNETT. P.E. PAG' I 8-13 <br /> i <br /> . ~' <br /> - - I~ <br /> <br />48 <br />