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SECTION 2 ATTACHED & FREEST ANDING COVERS AND UTILITY SHEDS Table 2.1.2: Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms, and other Open Buildings with Solid Roofs Aluminum Alloy 8083 T" Wind Zone . 102 MPH -r 110 MPH 120 MPH I 125 MPH I 140 MPH Applied Load. 17" Sa. R. I 20' I Sa. R. I 23' I Sa. R. I 281 I Sa. R. I 32. I SQ, R. LOIId Width 2" x 8" x 0,050" x 0.120" Self Mating Beam 8' 16'-11" 1S'-7. 14'-7" 13'-8" 12'-4 " 9' 1S'-11" 14'.9" 13'-9" 12'-11" 11'-8" 10: 1S'-2" 13'-11" 13'-0" 12'-3" 11 '-0" 11' /14'-S" 13 -4" 12'-S" 11'-8" 10'-6" 12' 13 -10" 12'-9" 11'-11" 11'-2" 10'-1. 13' 13'-3" 12'-3" 11'.S" 10'-9" 9'-8. 14' 12'-10" 11'.10" 11 '-0" 10'-4" 9'-4" 18' 11'-11" 11-0" 10'-4 " 9'-8" 8'-9" LOIId Width 2" x 7" x 0,055" x 0,120" Self MIlllna Beam 8' 19'-4" 17'.10" 16'-8" 1S'-8" 14'-1" 9' 18'-3" 16'.10. 1S'-8" 14 '_go 13'-4" 10' 17'-4" 1S'.11" 14'.11" 14'-0" 12'-7" 11' 16'.6" 1S'.3" 14'.2" 13'-4 " 12'.0" 12' 1S'-10" 14'.7" 13'.7" 12'.9" 11 '-6" 13' 1S'.2" 14'-0" 13'.1" 12'.3" 11'.1" 14' 14'.8" 13'-6" 12'.7" 11'-10" 10'-8" 18' 13'-8" 12'.7" 11'.9" 11'-1" 9'-11" LOIId Width 2" x 8" x 0.072" x 0.224" Self Mating Beam 8' 24'.10" 22'-11" 21'-4" 20'.1" 18 '-1" 9' 23'-S" 21'-7" 20'.2" 18'-11" 17'-1" 10' 22'-3" 20'-6" 19'-1. 17'-11" 16'-2" 11' 21'-2" 19'-6" 18'-3" 17'-2" 15'-S" 12' 20'-4" 18'-8" 17'-5" 16'-5" 14 '-9" 13' 19'-6" 17'.11" 16'-9" 15'.9" 14'-3" 14' 1S'-9" 17'-4" 16'.2" 15'-2" 13'-S. 18' 17'-7. 16'.2" 15'-1" 14'-3" 12'-10. LOIId Width 2" x 9" x 0,072" . 0.224" Self Matlna Beam S' 27'.2" 2S'-1. 23'-4" 21'-11" 19'-10. 9' 2S'-S. 23'-8" 22'-0" 20'-9" 1S'-S" 10' 24'-4" 22'-S" 20'-11. 19'-8" 17'-9" 11' 23'-2" 21'-4" 19'-11" 1 S'-9" 16'-11" 12' 22'-2" 20'-6" 19'-1. 17'-11" 16'-2. 13' 21 -4. 19'-S" 1S'-4 " 17'-3" 1S'-7" 14' 20'.7" 1S'.11" 17'-S. 16'-7. 14'.11" 18' 19'-3" 17'-9" 16'-6" 15'-7. 14'-0. LOIId Width 2" x 9" x 0.082" x 0.308" Self Mating Beam 8' 29'.S" 27'-4" 2S'-6" 23'.11" 21'-7" 9' 27'-11" 2S'-9" 24'.1" 22'.7" 20'-5" 10' 26'-6" 24'-6. 22'-10" 21'-5" 19'-4 " 11' 2S'-4" 23'-4" 21'.9" 20'.5. 1S'-5" 12' 24'.3" 22'-4. 20'.10" 19'.7" 17'-S. 13' . 23'-3" 21'-5" 20'.0" 1S'.10. 16'-11. 14' 22'.5" 20'-S" 19'-3" 1 S'.2" 16'-4" 18' 20'.11" 19'-4. 1S'.0. 16'-11" 15'-3" Not..: Aboll!! spans do nollnclude lenglh of knee brace, /ldd horlzonlallenglh of knee brace 10 aboll!! spans for lolal beam spans, Lawrence E. Bemett, P.E. (WI. 8'8I&JIt . CIWI.ClfIM!NT CCl'eU. TANT P.o. BOX .... 80UIH DAYTONA. Fl .... 1'B.B'HON! (104) 187-4774 FAX (104) 187-_ SEAL PAOE 60 @ COPYRIGIHT 1008 NOT TO lIE AEPAoDUcED H WHOlE OR H PART WITHOUT 1lE WRT'TBf PERt8810N a= LAWRENCE E BENETT, P.E.