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<br />ROOF OVER SYSTEMS
<br />
<br />TABLE 1 MAX, SPANS FOR ALUMINUM PANS FOR ROOFOVERS
<br />ALUMINUM 3105 H -14 OR H- 25 ALLOY
<br />PANEL SIZE ROOM ROOF PANEL SPAN = "w" AS SHOWN ON DRAWINGS*
<br />1-1/4"x_l,O'x_0.026" STANDARD PANS _1-1/4"x_l,O'x_0.032"__
<br />NO O,H, l' O,H. 2' O,H NO O,H, l' O,H, 2' O,H
<br />10-0MPH-W-C-----;;;--.-:=-2" - 7' - -5" - 8'--2" - 8-;-'-:=--5-;; -8'- 8';;- -g' - '3;;- - -
<br />110 MPH W, L, 6'- 5" 6'- 8" 7'- 6" 7'- 6" 7'- g" 8'- 6"
<br />120 MPf-1 W, L, 5'-10" 6'- 2" 7'- 1" 6'-10" 7'- 1" 7'-11"
<br />1-3/4"x_l.0'x_0.026" STANDARD PANS __1--3/4"x_l0'x_O,032"_
<br />________________NO___O,H.__l' _O,H.__2' _OH___ ___NO__,O,H __1' _O,H,__2' _O,H__
<br />100 MPH W, L, 7'- 5" 7'- 7" 8'- 5" 8'- g" 9'- 0" g'- 7"
<br />110 MPH W, L, 6'- 8" 6'-11" 7'- g" 7'-10" 8'- 1" 8'- g"
<br />120 MPH W, L. 6'- 1" 6'- 4" 7'- 3" 7'- 1" 7'- 5" 8'- 2"
<br />3"x_l,O'x_O,026" STANDARD PANS _.3"x_1,O'x_O,Q32"
<br />________________NO_O.H. __1' _O,H. __2' _O,H ______NO_O.H. __1' _O,H,__2' _O.H,_
<br />100 MPH W, L, 13'- 1" 13'- 3" 13'- 8" 15'- 6" 15'- 8" 16'- 0"
<br />110 MPH W, L, 11'- 9" 11'-11" 12'- 5" 13'-10" 14'- 0" 14'- 5"
<br />120 MPH w, L, 10'- 8" 10'-11" 11'- 5" 12'- 8" 12'-10" 13'- 3"
<br />NOTE: Z-CLlPS CAN BE USED AT MID SPAN TO OBTAIN LONGER SPANS AND ARE
<br />RECOMMENDED TO ELIMINATE PAN RUMBLE,
<br />
<br />TABLE 1: MAX, SPANS FOR ROYAL ALUMINUM STANDARD AND 2-1/2" SUPER PANS
<br />FOR ROOFOVERS
<br />PANEL SIZE ROOM ROOF PANEL SPAN = "w" AS SHOWN ON DRAWINGS*
<br />
<br />1-1/4"x_l.0'x_O,019" ALLOY 3105 H-14/25 _1-1/4"x_l,O'x_0.026"
<br />________--:...-----NO-O,H,--l' _O,H,__2' _O.H ______NO_O,H, __1 '__OH __2' _OH,__
<br />lOa MPH W, L, 6'-10" 6'-11" 7'- 8" 7'- 2" 7'- 5" 8'- 2"
<br />110 MPH W, L. 5'-11" 6'- 3" 7'-- 0" 6'- 5" 6'- 8" 7'- 6"
<br />120 MPH W. L, 5'- 4" 5'- g" 6'- 7" 5'-10" 6'- 2" 7'- 1"
<br />2-1/2"x_l,O'x_O,022" ALLOY 3105 H-28 _2-1 j2"x_l,O'x_O,028"
<br />________________NO_O,H,__l' _O_H.__2'_O,H._____NO_O,H.__l '_O.H,__2'_0.H_
<br />100 MPH W, L, 13'- 8" 14'- 0" 14'- 5" 15'- g" 15'-10" 16'- 3"
<br />110 MPH W, L. 12'- 7" 12'-10" 1.3'- 4" 14'- 4" 14'-- fi" 14'-10"
<br />120 MPH W, L, 11'-- 8" 11'-10" 12'- 4" 13'-- 3" 13'-- 4" 13'-10"
<br />3"x__l 0'cO,026" ALLOY 3105 H- 28 _3"x_1,O'x_O,032"_
<br />________________NO_O.H,__l. _O,H,__2' _0.H._____I"N_O,H,__1' _O,H,__2' _O,H_
<br />100 Mf:JH W, L, 11'-10"12'-- 0" 16'- 6" 14'- 0" 14'- 1" 14'- 6"
<br />110 MPH W. L, 10'- 9" 10'-11" 11'- 6" 12'- g" 12'-11" 1.3'- 4"
<br />120 MPH W, L, 10'- 1" 10'- 3" 10'-10" 11'-11" 12'- 1" 12'- 7"
<br />
<br />* TOTAL ROOM = WIDTH ABOVE "w" +LENGTH OF OVERHANGS OR SPAN LEI\JGTH OF
<br />PANEL BETWEEN ANCHOR POINTS. Z-CLlP .4NCHORS CAN BE ADDED
<br />TO ACHIEVE LONGER SPANS AND ARE RECOMMENDED @ MID SPAN TO
<br />ELlMINA TE PAN RUMBLE,
<br />
<br />SHALL COMPLY WI1M
<br />NG CODES. STANDARD.
<br />, PLUMBING, MECHANICAl.
<br />o ALUMINUM
<br />
<br />[1@W[(@U\)@@ ~o 8@U\)U\)@UU>J [rJoL~o
<br />CIVIL ENGINEER AND DEVELOPMENT CONSUL TANT
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<br />@ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOl_E OR IN PART WITHOUT WRITTEN
<br />PERMISSION FROM LAWRENCE E, BENNETT, PE
<br />
<br />SECTION: 1
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<br />f~,\GE: ~=6
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<br />-98-
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