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SCIREIEINlIED IEINClOSUIRIES: SCRIEEN I VINVL WAllS AND SOLID ClQlVER ~ ~ ~ I TABLE 1: MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS OF 3105 H-28 ALLOY WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS O.H. CONDITION NO O. H. l' O.H. 2' O.H. 3' O.H. 3" x 0.026" 100 MPH W.L. 15'-11" 16'- 1" 16'- 5" 17'- 0" 110 MPH W.L. 14'- 3" 14'- 5" 14'-10" 15'- 6" 120 MPH W.L. 13'- 0" 13'- 2" 13'- 7" 14'- 4" 3" x 0.032" 100 MPH W.L. 18'-10" 18'-11" 19'- 3" 19'- 9" 110 MPH W.L. 16'-10" 16'-11" 17'- 4" 17'-11" 1 20M P H W. L. 1 5' - 4" 1 5' - 6 " 1 5' - 11 " 1 6' - 6 '" LIVE LOAD; ALL BUILDING TYPES O.H. CONDITION NO O.H. l' O.H. 2' O.H. 3' O.H. 3" x 0.026" 20#/SF L.L. 16'- 1" 16'- 2" 16'- 7" 17'- 2" 30#/SF L.L. 13'- 1" 13'- 3" 13'- 8" 14'- 5" 3" x 0.032" 20#/SF L.L. 18'- 4" 18'- 5" 18'- 9" 19'- 3" 30#/SF L.L. 14'-11" 15'- 1" 15'- 6" 16'- 1" 1. TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG. 2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS. TABLE 1: MAXIMUM SPANS FOR INDUSTRY STANDARD ALUMINUM COMPOSITE ROOF PANELS W/3105-H14/H-25 ALUMINUM ALLOY SHEA THING & 1.0# EPS CORE WIND LOADS CARPORTS, SCREEN & VINYL ROOMS, AND OTHER OPEN BUILDINGS. O.H. CONDITION NO O.H., 3"x 0.026" 1 00 MPH W.L. 15' - 4" 110 MPH W.L. 13'- 9" 120 MPH W.L. 12'- 6" 3"x 0.032" 1 00 MPH W.L. 16' - 8" 110 MPH W.L 14'- 11" 120 MPH W.L. 13'- 7" 4"x 0.026" 1 00 MPH W.L. 15' - 8" 110 MPH W.L. 14'- 0" 120 MPH W.L. 12'- 10" 4"x 0.032" 1 00 MPH W.L. 18' - 8" 110 MPH W.L. 16'- 9" 120 MPH W.L. 15'- 3" LIVE LOAD (INCLUDES 2 #/SF DEAD LOAD) ALL BUILDING TYPES 3"x 0.026" 22#/SF 13'- 1" 13'- 2" 13'- 8" 14'-- 5" 32#/SF 10'- 10" 11'- 0" 11'- 6" 12'-- 5" 22#/SF 14'- 2" 14'- 4" 14'- 9" 15'-- 5" 32#/SF 11'- 9" 11'- 11" 12'- 5" 13'-- 2" 22#/SF 13'- 5" 13'- 6" 14'- 0" 14'-- 8" 32#/SF 11'- 1" 11'- 3" 11'- 9" 12'-- 7" 22#/SF 15'- 11" 16'- 0" 16'- 5" 17'- 0" 32#/SF 13'- 2" 13'- 4" 13'- 9" 14'- 6" 1. TOTAL ROOF PANEL WIDTH = ROOM WIDTH + WALL WIDTH + OVERHANG. 2. THE LESSER SPAN OF WIND LOAD OR LIVE LOAD SHALL GOVERN. l' O.H. 15'- 6" 13'- 11" 12'- 8" 16'- 9" 15'- 0" 13'- 9" 15'- 10" 14'- 2" 13'- 0" 18'- 10" 16'- 10" 15'- 4" 3"x 0.032" 4"x 0.026" 2' O.H. 3' O.H. 15'- 10" 16'- 6" 14'- 4" 15'-. 0" 13'- 2" 13'-- 11" 17'- 2" 17'- 9" 15'- 5" 16'-- 1" 14'- 2" 14'-- 10" 16'- 2" 16'- 10" 14'- 7" 15'-- 3" 13'- 5" 14'-- 2" 19'- 1" 19'- 7" 17'- 2" 17'-- 9" 15'- 9" 16'-- 4" [1@W[f'@O'O@@ ~c m@O'OO'O@~~g ~c@:c CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4369 S. DAYTONA, FLORIDA 32121--4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 -31- SECTION: 2 @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. 4"x 0.032" PAGE: 8~~2