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95-5109
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1995
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95-5109
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Last modified
3/4/2009 2:40:19 PM
Creation date
6/27/2006 2:51:28 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
95-5109
Building Department - Name
TOURIST CLUB
Address
5207 8TH ST
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<br />. <br /> ~~fEfEsr AND~NJG ALUM~NJUM COVfERS <br />n TABLE 2: MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VI N YL ROOMS AND <br /> OTHER OPEN STRUCTURES W/ SOLID ROOFS 6063 T-6 ALLOY <br /> EXAMPLE: FOR SPAN "L" ON DRAWING USE LOAD WIDTH = "W"/2 -I- O.H. <br /> 2"x 4"x 0.050" TILT BEAM: LOAD WIDTH = 14'/2 + 2'O.H. = g' <br /> LOAD WITH = g'. L.L. @ 22#/SF BEAM SPAN = 7'- 3" <br /> BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS <br /> BEAM LIVE LOAD WIND LOAD <br /> LOAD WIDTH 22#/SF 32#/SF 100 MPH 110 MPH 120 MPH <br /> 2"x 3"xO.OSO" TILT BEAM OR 2"x 3"xO.OSO" EXTRUSION <br /> 5' 8'- 1 " 6'- 7" g'- 0" 8'- 1 " 7'- 5" <br /> 6' 7'- 4" 6'- 0" 8'- 3" 7'- 4" 6'- g" <br /> 7' 6'-10" 5'- 6" 7'- 6" 6'-10" 6'- 3" <br /> 8' 6'- 5" 5'- 2" , 7'- 2" 6'- 5" 5'-10" <br /> g' 6'- 0" 4'-11" 6'- g" 6'- 0" 5'- 6" <br /> 1 0' 5'- 8" 4'- 8" 6'- 5" 5'- 8" 5'- 2" <br /> 11' S'- S" 4'- S" 6'- 1" S'- S" S'- 0" <br /> 12' S'- 2" 4'- 3" S'-10" S'- 2" 4'- g" <br /> 2"x 4"x O.OSO"x TILT BEAM <br /> 5' g'- g" 8'- 0" 1 0' -11" g'- 9" 8' -11" <br /> 6' 8'-11" 7'- 3" 10'- 0" 8' -11" 8'- 1" <br /> 7' 8'- 3" 6'- g" g'- 3" 8'- 3" 7'- 6" <br /> 8' 7'- g" 6'- 3" 8'- 8" 7'- g" 7'- 0" <br /> g' EXAMPLE 7'- 3" 5'-11" 8'- 1" 7'- 3" 6'- 8" <br /> 10' 6'-11" 5'- 7" 7'- g" 6' -11" 6'- 3" <br /> 11' 6'- 7" 5'- 4" 7'- 4" 6'- 7" 6'- 0" <br />I""""'\- 12' 6'- 3" 5'- a" 7'- a" 6'- 3" 5'- g" <br /> 2"x 4"x 0.044"x 0.120" S.M.B. <br /> 5' 12'-10" 10'- 5" 14'- 4" 12'-10" 11'- 3" <br /> 6' 11'- 8" g'- 6" 13'- 1 " 11 '- 8" 10'- 8" <br /> 7' 10'-10" 8'-10" 12'- 1 " 10'-10" g' -11" <br /> 8' 10'- 1 " 8'- 3" 11'- 4" 10'- 1 " g'- 3" <br /> g' g'- 6" 7'- g" 10'- 8" g'- 6" 8'- 8" <br /> 10' g'- 1 " 7'- 5" 10'- 1 " g'- 1 " 8'- 3" <br /> 11' 8'- 8" 7'- 0" g'- 8" 8'- 8" 6'-10" <br /> 12' 8'- 3" 6'- g" g'- 3" 8'- 3" 7'- 6" <br /> 2"x ~"x O.OSO"x 0.120" S.M.B. <br /> 5' lS'- 2" 12'- 4" 16'-11" 15'- 2" .13'-10" <br /> 6' 13'-10" 11'- 3" 15'- 6" 13'-10" 12'- 8" <br /> 7' 12'-10" 10'- 5" 14'- 4" 12'-10" 11' - 8" <br /> 8' 12'- 0" g'- g" 13'- 5" 12'- 0" 10' -11" <br /> g' 11' - 3" g'- 2" 12'- 8" 11' - 3" 10'- 4" <br /> 10' 10'- 8" S'- g" 12'- 0" 10'- S" g'- g" ( <br /> 11' 10'- 3" 8'- 4" 11'- 5" 10'- 3" g'- 4" <br /> 12' g'- g" 8'- 8" 1 0'-11" g'- 9" 8' -11" <br /> <br />~ <br /> <br />[1@WO'@CiiJ@@ @;o @@CiiJCiiJ@1J1Jg ~)O@;O <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 <br /> <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br />PERMISSION FROM LAWRENCE E. BENNETT, P.E <br /> <br />SECTION: ~ <br />PAGE: ~~9 <br /> <br />I <br />i <br /> <br />I <br />i <br /> <br />I <br />I <br />I'ili <br />':~,..,,~::,,~ <br /> <br />-63- <br />
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