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<br />src:;r~EE~ED ENCLOSURES: SCREEN I ViNYL WALLS AND SOLID COVER <br /> <br />TABLE 1: MAXIMUM SPANS FOR STANDARD <br />3105 H-14 OR H-25 ALLOY <br />WIND LOADS: CARPORTS, SCREEN ROOMS, <br />O,H, CONDITION NO O. H, l' O. H, <br />1-1/4"x_0.026" <br />100 MPH W. L. <br />110 MPH W. L. <br />120 MPH W. L. <br />1-1/4"x_0.032" <br />100 MPH W. L. <br />110 MPH W. L. <br />120 MPH W. L. <br />1-3/4"x_0.026" <br />100 MPH W. L. <br />110 MPH W. L. <br />120 MPH W. L. <br />1-3/4"x_O,032" <br />100 MPH W. L. <br />110 MPH W. L, <br />120 MPH W. L. <br />3"x_0.026" <br />100 MPH W. L. <br />110 MPH W. L. <br />120 MPH W. L. <br />3"x_0.032" <br />1 00 M PH W. L. <br />110 MPH W. L. <br />120 MPH W. L. <br />LIVE LOAD; ALL <br />O,H. CONDITION <br />1-1/4"x_0.026" <br />20 #/SF L. L. 7' - 0" <br />30 #/SF L. L. 5'- 9" <br />1-1/4"x_0.032" <br />20 #/SF L. L. 8'- 3" <br />30 #/SF L. L. 6' - 9" <br />1-3/4"x_O,026" <br />20 #/SF L. L. <br />30 #/SF L. L. <br />1-3/4"x_0.032" <br />20 #/SF L. L. <br />30 #/SF L, L. <br />3"x_O,026" <br />20 #/SF L. L. <br />30 #/SF L. L. <br />3"x_0.032" <br />20 #/SF L. L. <br />30 #/SF L. L. <br /> <br />7'- 2" <br />6'- 5" <br />5'-10" <br /> <br />8'- 5" <br />7'- 6" <br />6'-10" <br /> <br />7'- 5" <br />6'- 8" <br />6'- 1" <br /> <br />8'- 9" <br />7'-10" <br />7'- 1" <br /> <br />13'~ 1" <br />11'- 9" <br />10'- 8" <br /> <br />7'- 5" <br />6'- 8" <br />6'- 2" <br /> <br />8'- 8" <br />7'- 9" <br />7'- 1" <br /> <br />7'- 7" <br />6' -11" <br />6'- 4" <br /> <br />9'- 0" <br />8'- 1" <br />7'- 5" <br /> <br />13'- 3" <br />11' -11" <br />10'-11" <br /> <br />15'- 6" 15'- 8" <br />13'-10" 14'- 0" <br />12'- 8" 12'-10" <br />BUILDING TYPES <br />NO O. H. ,. O. H, <br /> <br />7'- 4" <br />6'- 0" <br /> <br />8'- 7" <br />7'- 0" <br /> <br />13'- 3" <br />10'- 9" <br /> <br />15'- 1" <br />12'- 3" <br /> <br />7'- 3" <br />6'- 1" <br /> <br />8'- '6" <br />7'- 0" <br /> <br />7'- 7" <br />6'- 4" <br /> <br />8'-10" <br />7'- 4" <br /> <br />13'- 4" <br />11'- 0" <br /> <br />15'- 2" <br />12'- 5" <br /> <br />ALUMINUM ROOF PANELS OF <br /> <br />AND OTHER OPEN BUILDINGS <br />2' 0, H. 3' 0, H, <br /> <br />8'- 2" <br />7'- 6" <br />7'- 1" <br /> <br />9'- 3" <br />8'- 6" <br />7' -11" <br /> <br />8'- 5" <br />7'- 9" <br />7'- 3" <br /> <br />9'- 7" <br />8'- 9" <br />8'- 2" <br /> <br />13'- 8" <br />12'- 5" <br />11'- 5" <br /> <br />16'- 0" <br />14'- 5" <br />13'- 3" <br /> <br />2' O. H. <br /> <br />8'- 1" <br />7'- 0" <br /> <br />9'- 2" <br />7'-10" <br /> <br />8'- 4" <br />7' -11" <br /> <br />9'- 6" <br />8'- 1" <br /> <br />13'-10" <br />11' - 6" <br /> <br />15'- 7" <br />12'-11" <br /> <br />14'- 5" <br />13'- 2" <br />12'- 3" <br /> <br />16'- 7" <br />15'- 1" <br />14'- 4" <br /> <br />3' O. H, <br /> <br />"-.-/ <br /> <br />14',- 6" <br />12'-' 4" <br /> <br />16'-- 2" <br />13'-, 8" <br /> <br />1. TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG, <br />2, THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS. <br /> <br />[SeuWO'@Ui)@@ ~c m@I:iOOi)@QQIJ !?C~c <br />CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br />P,O, BOX 4369 S, DAYTONA, FLORIDA 32121-4368 <br />PHONE: (904) 767-4774 <br />FAX: (904) 767-6556 <br /> <br />@ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br />PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br />SECTION: :2 <br />PAGE: 1~~2 <br /> <br />'-"" <br />