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98-8052
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98-8052
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Last modified
3/4/2009 3:15:44 PM
Creation date
8/23/2006 3:51:58 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
98-8052
Building Department - Name
WILLIAMS,CHARLES
Address
3341 MALACHITE LOT 44
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<br />SECTION 2 <br /> <br />SEAL. <br /> <br />PAQE <br /> <br />60 <br /> <br />A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS <br /> <br />Table 2.1.2: <br /> <br />Allowable Roof Beam Spans for Carports, Patio Covers, <br />Screen Rooms, and other Open Buildings with Solid Roofs <br />Aluminum Alloy 6063 T-6 <br /> <br />Wind Zone = 102 MPH 110 MPH 120 MPH 125 MPH 140 MPH <br />Applied Load = 17., Sq, R. 20., Sq. R. 23., Sq. R. 26., Sq. R. 32., Sq, R. <br />Load Width 2" x 6" x 0,050" x 0.120" Self Mating Beam <br />8' 16'-11 " lS'-7" 14'-7" 13'-8" 12'-4" <br />g' lS'-ll " 14'-9" 13'-9" 12'-11 " 11 '-8" <br />10' lS'-2" 13'-11 " 13'-0" 12'-3" 11'-0" <br />11 ' 14'-S" 13'-4" 12'-S" 11 '-8" 10'-6" <br />12' 13'-10" 12'-9" 11'-11 " 11'-2" 1 0'-1" <br />13' 13'-3" 12'-3" 11 '_So 10'-9" 9'-8" <br />14' 12'-10" 11 '.1 0" 11 '-0" 10'-4" 9'-4" <br />16' 11'-11" 11 '-0" 10'-4 " 9'-8" 8'-9" <br />Load Width 2" x 7" x 0,055" x 0.120" Self Matlna Beam <br />8' 19'-4 " 17'-10" 16'-8" lS'-8" 14 '-1" <br />9' 18'-3" 16'-10" lS'-8" 14'-9" 13'-4" <br />10' 17'-4 " 1S'-11 " 14'-11" 14'-0" 12'-7" <br />11' 16'-6" lS'-3" 14'-2" 13'-4" 12'-0" <br />12' lS'-10" 14'-7" 13'-7" 12'-9" 11'-6" <br />13' lS'.2" 14'-0" 13'-1 " 12'-3" 11'-1 " <br />14' 14'-8" 13'-6" 12'-7" 11 '-1 0" 10'-8" <br />16' 13'-8" 12'.7" 11 '-9" 11 '-1" 9'-11" <br />Load Width 2" x 8" x 0.072" x 0,224" Self Mating Beam <br />8' 24'-10" 22'-11 " 21'-4" 20'-1" 18'-1 " <br />g' 23'-S" 21'-7" 20'-2" 18'-11 " 17'-1 " <br />10' 22'-3" 20'-6" 19'-1" 17'-11" 16'-2" <br />11' 21'-2" 19'-6" 18'-3" 17'-2" lS'-S" <br />12' 20'-4 " 18'-8" 17'-S" 16'-S" 14'.9" <br />13' 19'-6" 17'-11 " 16'-9" lS'-9" 14'-3" <br />14' 18'-9" 17'-4" 16'-2" lS'-2" 13'-8" <br />16' 17'-7" 16'-2" lS'-l" 14'-3" 12'-10" <br />Load Width 2" x g" x 0,072" x 0,224" Self Mating Beam <br />8' 27'-2" 2S'-1" 23'-4" 21'-11 " 19'-10" <br />g' 2S'-8" 23'-8" 22'-0" 20'-9" 18'-8" <br />10' 24'-4" 22'-S" 20'-11 " 19'-8" 1 7'-9" <br />11 ' 23'.2" 21'-4" 19'-11 " 18'-9" 16'-11 " <br />12' 22'-2" 20'-6" 19'-1" 17'-11" 16'-2" <br />13' 21 '-4" 19'-8" 18'-4 " 17'-3" lS'-7" <br />14' 20'-7" 18'-11 " 17'-8" 16'-7" 14'-11" <br />16' 19'-3" 17'-9" 16'-6" lS'-7" 14'-0" <br />Load Width 2" x 9" x 0.082" x 0.306" Self Mating Beam <br />8' 29'-8" 27'-4" 2S'.6" 23'-11" 21'-7" <br />g' 27'-11 " 2S'-9" 24'-1" 22'-7" 20'-S" <br />10' 26'-6" 24'-6" 22'-10" 21'-S" 19'-4" <br />11' 2S'-4" 23'-4" 21'-9" 20'-S" 18'.S" <br />12' 24'-3" 22'-4" 20'.10" 19'-7" 17'-8" <br />13' 23'-3" 21'.S" 20'-0" 18'-10" 16'-11" <br />14' 22'-S" 20'-8" 19'-3" 18'-2" 16'-4" <br />16' 20'-11 " 19'-4" 18'.0" 16'-11 " lS'.3" <br /> <br />'-- <br /> <br />Notes: <br />Abole spans do not include length of knee brace Add horizontal length of knee brace to abole spans for <br />total beam spans, <br /> <br />Lawrence E. Bennett, P.E. <br />alii. ENt>>EER - DEVS..OPIENT CONSU.TANT <br />P.o. BOX 43e8, BOUTll DAYTONA, R. a2121 <br />TB..EPHOtE (1104) 7~-4n4 <br />FAX (1104) 7~-lI568 <br /> <br />@ COPYRIGHT 1e98 <br />NOT TO BE REPRODUCED ... WHOLE OR ... PART WITHOUT TIE WRT'1CN PEfM8SION OF LAWRENCE E IIENETT, P.E <br />
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