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<br />A 1"f ACHED ALUMHMUM COVERS <br /> <br />~ <br /> <br />MANUFACTURERS PROPRIETARY SUPPLIES <br /> <br />TABLE 1: MAXIMUM ROOF SPANS FOR STRUCTALL BUILDING SYSTEM PRODUCTS <br />ALUMINUM COMPOSITE PANELS STANDARD PANEL W/ALUMINUM SHEA THING <br />31 05-H14/H- 25 ALLOY 1.0 # EPS CORE DENSITY <br /> <br />WIND LOADS <br />SCREEN & VINYL ROOMS, CARPORTS, AND OTHER OPEN BUILDINGS <br />3"x 0.019" _________NO_O.H.________l' -O.H.-_______2'_O.H.________3'_O.H._ <br />100 MPH W. L. 14'- 7" 14'- 8" 15'- 1" 15'- 9" <br />110 MPH W. L. 13'- 4" 13'- 5" 13'- 11" 14'- 7" <br />120 MPH.W. L. 12'- 4" 12'- 6" 12'- 11" 13'- 8" <br /> <br />3" x O. 024" ------------------------!..--------------------------____ <br />100 MPH W. L. 17'- 9" 17'- 11" 18'- 3" 18'- 9" <br />110 MPH W. L. 16'- 3" 16'- 4" 16'- 9" 17'- 4" <br />120 MPH W. L. 15'- 0" 15'- 2" 15'- 7" 16'- 2" <br />3" x 0.032" ---------------------------------------------_________ <br /> <br />100 MPH W. L. 20'- 7" 20' - 9" 21' _ 0" 21' _ 6" <br />110 MPH W. L. 18'- 10" 18'- 11" 19'- 4" 19'- 10" <br />120 MPH W. L. 17'- 5" 17'- 6" 17'- 10" 18'- 6" <br /> <br />DEAD + LIVE LOAD & OR/SNOW LOAD (INCLUDES 2 #/SF DEAD LOAD) <br />ALL BUILDING TYPES <br />3" x 0.019" --------~----------------------------------------_____ <br /> <br />22H/SF 12'- 0" 12'- 2" 12'- 8" 13'- 5" <br />32H/SF 10'- 0" 10'- 9" 10'- 9" 11'- 8" <br />~ 57H/SF 7'- 6" 7'- 9" 8'- 6" .9'- 7" <br />3"x 0.024" <br />22#/SF --------14.~-8>>-----14~-T~~----15.~-3>>-----15~-1~~----- <br />32H/SF 12'- 2" 12'- 4" 12'- 10" 13'- 7" <br />57H/SF 9'- 1" 9'- 4" 9'- 11" 10'- 11" <br /> <br />3" x O. 032" ------------------------------------------------______ <br /> <br />22H/SF 17'- 0" 17'- 2" 17'- 6" 18'- 1" <br />32#/SF 14'- 2" 14'- 3" 14'- 8" 15'- 5" <br />57H/SF 10'- 9" 10'- 10" 11'- 5" 12'- 4" <br /> <br />~ <br /> <br />[1@W[]'@[Ji)@@ @:o ~@[Ji)[Ji)@nng [;)o@:o <br />CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br />P.O. BOX 4368 S. DAYTONA. FLORIDA 32121-4368 <br />PHONE: (904) 767-4774 <br />FAX: (904) 767-6556 <br /> <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: 3 <br />PAGE:~3c-~3 <br /> <br />- !i." _ <br /> <br />.~ <br /> <br />