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96-6006
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1996
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96-6006
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Last modified
3/4/2009 2:50:16 PM
Creation date
7/19/2006 7:24:33 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
96-6006
Building Department - Name
HUTTON,WILLIAM
Address
6208 PEARL ST
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<br />8 <:: A tV\ <br />ATTACHED ALUMINUM COVERS <br /> <br />~, MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL <br />ROOMS AND OTHER OPEN STRUCTURES WI SOLID ROOFS 6063 <br />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 = 7'-3" <br /> <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.050"TILT BEAM OR 2"x 3"xO.050"EXTRUSION <br />5 '8'_lw 6'-r g'-O" 8'_lw 7'-5" <br />6 '7'-4w 6'-0" S'-3" 7'-4w 6'_gw <br />7' 6'-lOw 5'-6" 7'_6w 6'-10" 6'-3" <br />8 6'-5w 5'-2" 7'-2" 6'-5" 5'.10" <br />g' 6'-Ow 4'-11w 6'_gw 6'-Ow 5'-6" <br />10' 5'_8w 4'-Sw 6'-5w 5'-S" 5'-2" <br />11' 5'-5w 4'-5" 6'-lw 5'-5" 5'-ow <br />12' 5'_2w 4'-3w 5'-10w 5'-2" 4'-9" <br />2"x 4"x O.OSO"X TILT BEAM <br />5' g'_gw 8'-Ow 10'-11" g'_gw 8'-11" <br />6' 8'-11" 7'-3w 10'-Ow 8'-11w 8'-1" <br />7' 8'_3w 6'_gw 9'_3w 8'-3" 7'-6w <br />S' 7'-9" 6'-3" S'-8w 7'-g" 7'-Ow <br />EXAMPLE 9' 7'-3" S'-11w S'-l" 7'-3w 6'-8w <br />10' 6'-11" 5'-r 7'-g" 6'-11" 6'-3" <br />11' 6'-7" 5'-4" 7'-4" 6'-7" 6'-ow <br />12' 6'-3" S'-Ow 7'-Ow 6'-3w S'_gw <br />~ 2"x 4"x O.044"x 0.120" S.M.B. <br />5' 12'-10" 10'-Sw 14'-4w 12'-10" 11'-3w <br />6' 11'-8w 9'-6" 13'-lw 11'-8w 10'-8w <br />7' 10'-10" 8'-10" 12'-1" 10'-10" 9'-11" <br />8' 10'-lw 8'-3" 11'-4" 10'-1" 9'_3w <br />g' 9'_6w 7'_gw 10'-8" 9'-6" 8'-8" <br />10' 9'-1" 7'-5" 10'-1" 9'_lw 8'-3" <br />11' 8'-8w 7'-0" 9'-8" 8'-8w 6'-1 Ow <br />12' 8'-3w 6'-9" 9'-;-3" 8'-3" 7'-6" <br />2"x 5"x O.OSO"x 0.120" S.M.B. <br />5' 15'-2" 12'-4w 16'-11w 15'-2" 13'-10" <br />6' 13'-10" 11'-3" 15'-6" 13'-10" 12'-8" <br />7' 12'-10" 10'-5" 14'-4w 12'-10" 11'-8" <br />8' 12'-Ow g'-g" 13'-5w 12'-0" 10'-11" <br />g' 11'-3" 9'_2w 12'-8" 11'-3" 10'-4w <br />10' 10'-8w 8'-9" 12'-0" 10'-8" g'_g" <br />11' 10'-3w 8'-4w 11'-5" 10'-3" g'-4w _ <br />12' g'_gw 8'-8" 10'-11" g'_g" 8'-11" <br />2"x 6"x O.OSO"x 0.120" S.M.B. <br />5' 17'-2" 14'-Ow 19'-2w 17'-2" 1S'-8w <br />6' 15'-8w 12'-9" 17'-6" lS'-8w 14'-3w <br />7' 14'-6" 11'-10w 16'-2w 14'-6w 13'-3w <br />8' 13''-7'' 11'-lw 15'-2" 13'-7" 12'-4" <br />g' 12'_gw 10'-5" 14'-3" 12'-9" 11'-8" <br />10' 12'-1" 9'-11" 13'-7" 12'-lw 11'-1" <br />11' 11'-1" 9'-5" 12'-11w 11'-7" 10'-6" <br />12' 10'-3" g'-ow 12'-4" 10'-3" 10'-1" <br /> <br />TABLE 2 <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVil.. ENGINEER & DEVELOPMENT CONSUlTANT <br />P. O. BOX 4368 SOUTH DAYTONA, FL 32121 <br />r-- PHONE 1 (904) 767.4n4 <br />FAX It 1 (904) 767-6556 <br /> <br />C COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN R\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br /> <br />3 <br />49 <br />
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