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" ROOF OVE~ SYSTEMS TABLE 1 MAX. SPANS FOR ALUMINUM PANS FOR ROOFOVERS ALUMINUM 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_O.026" STANDARD PANS _1-1/4"x_l.0'x_0.032"__ ____~_____NO_O.H. __1' _0.H.__2' _O.H. _____NO_0.H.__l'_0.H.__2' _O.H._ l00-MPH W. L. 7'- 2" 7'- 5" 8'- 2" 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" 1-3/4"x_1.0'x_O.026" STANDARD PANS _1-3/4"x_1.0'x_0.032"._ NO O.H. l' O.H. _2'_0.H._____NO 0.H.__1'_0.H.__2' O.H. 100-MPH-W-C--7-;--=-S" - 7'--::;' - 8'--5" 8'- 9" 9'- 0" 9'- 7" - - no MPH W. L. 6'-.8" 6'-11" 7'- 9" 7'-10" 8'- 1" 8'- 9" 1"20 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_0.H.__1' _0.H.__2' _0.H._____NO_0.H.__1' _0.H.__2' _O.H._ 100 MPH W. L. 1.;3'- 1" 13'- 3" 13'- 8" 15'- 6" 15'- 8" 16'- 0" 110 MPH W. L. 11'- 9" 11'-11" 12'- 5" 13'-10" 14'- 0" 14'- 5" 120 MPH W. L. 10'- 8" 10'-11" 11'- 5" 12'- 8" 12'-10" 13'- 3" NOTE: Z-.CLlPS CAN BE USED AT MID SPAN TO 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_O.H.__l' _0.H.__2' _O.H._____NO_O.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'-=""";' 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_LO'x_0.022" ALLOY 3105 H-28 _2-lj2"x_1.0'x_0.028" ________________NO_0.H.__1' _0.H.__2' _O.H._____NO_O.H.__l' _O.H. __2' _O.H._ 100 MPH W. L, 13'- 8" 14'- 0" 14'- 5" 15'- 9" 15'-10" 16'- j" 110 MPH W. L 12'- 7" 12'-10" 13'- 4" 14'- 4" 14'-- 6" 14'-10" 120 MF'H W. L. 11'-- 8" 11'-10" 12'- 4" 13'-.3" 13'- 4" 13'-10" j"x_JO'x__O.026" ALLOY 3105 H-28 _3"x_1.0'x_0.032"_ _____________________NO_O.H. __1' _O.H. __2' _O.H._____NO_O.H.__l' __O.H. __2' _OH__ 100 MPI-l W. L. 11'-10" 12'- 0" 16'- 6" 14'- 0" 14'- 1" 14'- 6" 110 MPH W. L. 10'- 9" 10'-11" 11'- 6" 12'- 9" 12'~11" ]3'- 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/1lW[]'@llil@@ [3am@llilOU@~Ug [p~ CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4369 S. DAYTONA. FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 , ,f) @ 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-