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96-5625
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1996
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96-5625
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Last modified
3/4/2009 2:51:53 PM
Creation date
7/13/2006 10:12:17 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
96-5625
Building Department - Name
H R INTERSTATE
Address
37645 PRADO PL
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<br />SCli'i[[fNIIED EfNlClQSU~IES: SCRIEEfNI I ViNVl WALLS AND S~UD (cOVER <br /> <br />L.J3LE 2: MAX, ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL ROOMS AND <br />OTHER OPEN STRUCTURES W/ SOLID ROOFS 6063 T -6 ALLOY <br /> <br />[.<AMPLE: 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, = g' <br />LOAD WITH = g'; L.L. @ 22#/SF BEAM SPAN = 7'- 3" <br />BL.4M SIZE BEAM SPAN FOR DESIGNATED LOADS <br />[3EAM LIVE LOAD WIND LOAD <br />U"/\D WIDTH 22#/SF 32#/SF 100 MPH 110 MPH 120 MPH <br />-..- <br /> <br />2" > 3"xO,050" TILT BEAM OR 2"x 3"xO.050" 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 />10' S'- 8" 4'- 8" 6'- 5" 5'- 8" 5'- 2" <br />11' 5'- 5" 4'- 5" 6'- 1" 5'- 5" S'- 0" <br />12' 5'- 2" 4'- 3" 5'-10" 5'- 2" 4'- g" <br />2"x 4"x 0.050"x TILT BEAM <br />5' 9' - 9" --B'-=.-O;;----10~11'-;-----9-;---9-;;-----8--;--=-11-;;-------- <br />6' 8'-11" 7'- 3" 10'- 0" 8'-11" 8'- 1" <br />7' 8'- 3" 6'- 9" 9'- 3" 8'- 3" 7'- 6" <br />8' 7'- 9" 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" S'- 4" 7'- 4" 6'- 7" 6'- 0" <br />12' 6'- 3" 5'- 0" 7'- 0" 6'- 3" 5'- g" <br />2'): 4"x O,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" 9'-11" <br />8' 10'- 1" 8'- 3" 11''':'' 4" 10'- 1" 9'- 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 'y 5"x 0.050"x 0,120" S.M.B, _______________________________________ <br />5' 15'- 2" 12'- 4" 16'-11" 15'- 2" 1,3'-10" <br />6' 13'-10" 11'- 3" 15'- 6" 13'-10" 1:2'- 8" <br />7' 12'-10" 10'- 5" 14'- 4" 12'-10" 1'1'- 8" <br />8' 12'- 0" 9'- 9" 13'- 5" 12'- 0" 10'-11" <br />g' 11'- 3" g'- 2" 12'- 8" 11'- 3" 10'- 4" <br />10' 10'- 8" 8'- 9" 12'- 0" 10'- 8" g'- g" <br />11' 10'- 3" 8'- 4" 11'- 5" 10'- 3" 9'- 4" <br />"I :2' 9' - 9" 8' - 8" 1 0' - 11" 9' - g" 8' -11 " <br /> <br />[6@WI]'@(j\)@@ @;o m@(j\)(j\)@uurJ ~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 />'---./ <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: @=~2 <br /> <br />-32- <br />
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