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95-4753
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1995
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95-4753
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Last modified
3/4/2009 2:41:25 PM
Creation date
6/20/2006 11:18:18 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
95-4753
Building Department - Name
SHOKENYDER
Address
38651 TARR DR
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<br />, <br />i <br /> <br />GLASS IROOMS: SOliD WALLS AND COVER <br /> <br />I . <br />~ <br /> <br />TABLE 2: MAX, ROOF BEAM SPANS FOR SCREEN & GLASS ROOMS, UTILITY ROOMS, <br />SHEDS AND OTHER ENCLOSED STRUCTURES wi SOLID FWOFS <br />ALUMINUM BEAMS OF 6063 T -6 ALLOY <br /> <br />EXAMPLE: FOR SPAN "L" ON DRAWING USE LOAD WIDTH = "W"/2 + O.H. <br />2"x 4"x 0.050" TILT BEAM: LOAD WIDTH = 14'/2 + 2'O.H. = 9' <br />LOAD WITH = 9'; L.L. @ 22#/SF BEAM SPAN = 4'- 4" <br />BEAM SIZE BEAM SPAN FOR DESIGN A TED LOADS <br />BEAM LIVE LOADWIND LOAD <br />LOAD WIDTH 22#/SF 32#/SF <br />2"x 2"xO.044" EXTRUSION <br />5' 5'-10" <br />6' 5'- 4" <br />7' 4'-11" <br />8' 4'- 7" <br />9' 4'- 4" <br />10' 4'- 1" <br />11' 3'-11" <br />2"x 2"x 0.050" EXTRUSION <br />5' 6'- 1" 5'- 0" 5'- 1" <br />6' 5'- 7" 4'- 6" 4'- 7" <br />7' 5'- 2" 4'- 2" 4'- 3" <br />8' 4'-10" 3'-11" 4'- 0" <br />g' EXAMPLE 4' - 6" 3' - 8" 3' - 9" <br />10' 4'- 4" 3'- 6" 3'- 7" <br />11' 4'- 1" 3'- 4" 3'- 5" <br />2"x 2"x 0.093 EXT OR 2"x 3"xO.050" TILT BEAM OR <br />5' 8'- 0" 6'- 6" 6'- 8" <br />6 ' /' -- 4 " 5 ' _. 11 " 6 ' - 1" <br />7' 6'- g" 5'- 6" 5'- 7" <br />8' 6'- 4" 5'- 2" 5'- 3" <br />g' 5'-11" 4'-10" 4'-11" <br />10' 5'- 8" 4'- 7" 4'- 8" <br />11' 5' - 5" 4' - 4" 4' - 5" <br />3"x 2"x 0.050" EXTRUSION <br />5' 7'- 5" <br />6' 6'- g" <br />7' 6'- 3" <br />8' 5'-10" <br />g' 5'- 6" <br />10' 5'- 3" <br />11' 5'- 0" <br /> <br />o <br /> <br />/ <br />.....J <br /> <br />@ COPYRIGHT, 1995 <br /> <br />4'- 9" <br />4'- 4" <br />4'- 0" <br />3'- 9" <br />3'- 6" <br />3'- 4" <br />3'- 2" <br /> <br />6'- 1" <br />5'- 6" <br />5' - 1" <br />4'- g" <br />4'- 6" <br />4'- 3" <br />4'- 1" <br /> <br />100 MPH <br /> <br />4'-10" <br />4'- 5" <br />4'- 1" <br />3'-10" <br />3'- 7" <br />3'- 5" <br />3'- 3" <br /> <br />6'- 2" <br />5'- 7" <br />5'- 2" <br />4'-10" <br />4'- 7" <br />4'- 4" <br />4'- 2" <br /> <br />110 MPH <br /> <br />120 MPH <br /> <br />4'- 5" <br />4'- 0" <br />3'- g" <br />3'- 6" <br />3'- 3" <br />3'- 1" <br />2'-11 " <br /> <br />4'- 1" <br />3'- g" <br />3'- 5" <br />3'- 2" <br />3'- 0" <br />2'-10" <br />2'- 9" <br /> <br />4'- 7" 4'- 3" <br />4'- 2" 3'-11" <br />3'-11" :5'- 7" <br />3'- 7" ~j'- 4'" <br />3'- 5" 3'- 2" <br />3' - 3" 3' - 0" <br />3'- 1" 2'-10" <br />2"x 3"xO.050" EXTRUSION <br />6'- 0" 5'- 7" <br />5'- 6" 5'- 1" <br />5'- 1" 4'- 8" <br />4'- 9" 4-'- 5" <br />4'- 6" 4'- 1" <br />4'- 3" ~;'-11" <br />4'- 0" 3'-10" <br /> <br />5'- 7" <br />5'- 1" <br />4'- g" <br />4'- 5" <br />4'- 2" <br />3' -11" <br />3'- 9" <br /> <br />:/ _ 2" <br />4.'- 9" <br />4'- 4" <br />4'- 1" <br />~)'-1 0" <br />3'- 8" <br />3'- 6" <br /> <br />[1&lW[]'@Oi)@@ @;c [;3@Oi)Oi)@nng r;:>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 />-81- <br /> <br />, <br /> <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br />PERMISSION FROM LAWRENCE E. BENNETT, P.E, <br /> <br />SECTION: 5 <br />PAGE: 98-11 <br />
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