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.~',,___..-.,.. - -'0--'" ",,~,__~_._____..~_._. ~_'~_"" _,_ ROOF OV~~ SYSTEMS TABLE 1 MAX. SPANS FOR ALUMINUM PN~S FOR ROOFOVERS AL.UMINUM 3105 H-14 OR H-25 ALLOY PANEL SIZE ROOM ROOF PANEL. SPAN = "w" AS SHOWN ON DRAWINGS* 1-1/4"x_1.0'x_0026" STANDARD PANS _1-1 14"x__l.0'x_0.032"_ -- ______________NO__O.H. l'_0.H..___2' _OH _____n_NO_O.H. __l'_O.H__2' _OH_ 100- MPH w. L. 7' - 2" 7'- 5" 8'-- 7" 8' - 5" 8'- 8"; 9'- 3" 110 MPH W. L. 6'- 5" 6'- 8" 7'- 6" 7'- 6" 7'- 9" 8'- 6" 120 MPH W. L. 5'--10" 6'- 2" 7'- 1" 6'--10" 7'- 1" 7'-11" 13/4"xl.0'x__0.026" STANDARD PANS _1 .31 4"x_1.0'x_0.032"_ --.--____________NO_OH.___.l'_O H _._2' __OH______NO_O.H.__l '_O.H __2'_0.H _ 100 MPH W. L. 7'- 5" 7'- 7" 8'- 5" 8'- 9" 9'- 0" 9'- 7" 110 MPH W. L. 6'- 8" 6'-11" 7'- 9" 7'-10" 8'- 1" 8'- 9" 120 MPH W. L. 6'- 1" 6'- 4" 7'-- 3" 7'- 1" 7'- 5" 8'- 2" 3"x_1.0'x_0.026" STANDARD PANS _3"x_1.0'x_0.032" ________________NO_O.H. __1' _O.H. __2' __O.H. _____NO_0.H.__1' _O.H.__2' _O.H._ 100 MPH W. L 1.3'- 1" 1.)'- .3" 1.3'-- 8" 15'-. 6" 15'--- 8" 16'- 0" 11() Mf'll W. I 11' g" 11' 11" 17' ~)" lj' 10" 14'. 0" 14'-- 5" 1 20M PI-I W. L. 10' -- 8" 1 0' - 11 " 11 ' 5" 1 2' - 8" 1 2' - 1 0" 1 3' - 3" NOTE: Z-CLlPS CAN BE USED AT MID SPAN fO OBTAIN LONGER SPANS AND ARE RECOMMENDED TO ELIMINATE PAN RUMBLE. TABLE 1: MAX. SPANS FOR ROYAL ALUMINUM STANDARD AND 2-1/2" SUPER PANS FOR ROOFOVERS PANEL SIZE ROOM ROOF PANEL SPAN = "w" AS SHOWN ON DRAWINGS* 1-1/4"x_1.0'x_0.019" ALLOY 3105 H-14/25 _1-1/4"x_1.0'x_0.026" ------__________NO_0.H.__1' _O.H. __2' __0.H_____NO_0.H.__1' _0.H.__2' _O.H._ 100 MPH W. L. 6'-10" 6'.-11" 7'- 8" 7'- 2" 7'- 5" 8'- 2" 110 MPH W. L. 5'-11" 6'- 3" 7'- 0" 6'- 5" 6'- 8" 7'- 6" 120 MPH W. L. 5'- 4" 5'- 9" 6'- 7" 5'-10" 6'- 2" 7'- 1" 2-1/2"x_1.0'x_0.022" ALLOY 3105 H- 28 _2-1/2"x_1.0'x_0.028" ------___________NO_O.H. l' _O.H. 2' _O.H._____NO_O.H. __1' _0.H.__2' _O.H._ 100 MPH W. L. 13'- 8" 14'- 0" 14'- 5" 15'- 9" 15'-10" 16'- 3" 110 MPH W. L. 12'- 7" 12'-10" 13'- 4" 14'- 4" 14'- 6" 14'-10" 120 MPH W. L. 11'- 8" 11'--10" 12'- 4" 13']" 13'- 4" 13'-10" 3"x 1 O'x_O 026" ALLOY 3105 H28 __3"x.__1.0'x_O.032"_ -------_________NO_O.H. __1' _O.H __2' _O.H. _____NO_0.H.__1' _0.H.__2' _O.H._ 100 MPH W. L. 11'-10" 12'- 0" 16'-H 6" 14'-- 0" 14'- 1" 14'- 6" 110 MPH W. L. 10'- 9" 10'-11" 11'- 6" 12' - 9" 12'-11" 13'- 4" 120 MPH W. L. 10'- 1" 10'- 3" 10'-10" 11'-11" 12'- 1" 12'- 7" * TOTAL ROOM = WIDTH ABOVE "w" +LENGTH OF OVERHANGS OR SPAN LENGTH OF PANEL BETWEEN ANCHOR POINTS. Z-CLlP ANCHORS CAN BE ADDED TO ACHIEVE LONGER SPANS AND ARE RECOMMENDED @ MID SPAN TO ELlMINA TE PAN RUMBLE. [b@W(?@(fi)@@ @;o [1S@(fi)(fi)@\l\l~ [;>O@;O CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4369 S. DAYTONA, FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX. (904) 767.-6556 @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. SECTION: 7 PAGE: ~~5 -98-