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<br />ATTACHED & FREESTAt.I)~G COVERSAt<I> UTLITV SHEDS <br /> <br />Allowable Roof Beam Spans for Carports, Patio Covers, <br />Screen Rooms, and other Open Buildings with Solid Roofs <br />Aluminum AII~ 8013 T.e <br /> <br />102 RlPH I 110 MPH I 120 MPH I 125 MPH I 140 MPH <br />17. Sq, Ft. I 20" Sea. Ft. I 23lJ, Sa. Ft. I 28. I Sq. Ft. I 32" SQ. Ft. <br />2 'lit I" lit 0.050" HollOW lOt <br />1'-11" , ~. D" <br />f '.11" S' 3" <br />"-3" -,. <br />'-1:1" .'" <br /> <br />'-:J. 6'-8. <br />6-11. 6'" <br />6'.r G'-1' <br />6..... 5':'0" <br />2" lit 3" x 0.050 Hollow <br />11.1. 10-3 <br />10.2. 9 ... <br />9'-5. 8'..a <br />8'.9. 8'.1 <br />8'-3. 7 -8" <br />7'-10. 1'-3" <br />7'~. 6'-11" <br />7'_2" 6':;" <br />2" lit 4" lit 0.010 Hollow nit <br />12 -3" 11'~. <br />11'.2. 10'=4" <br />10...." 9'=7" <br />9..a -a'.ll. <br />-2 8'.5" <br />'..a. 7'.11" <br />'-3. 7 .7. <br />.11. 7'-3. <br />2" lit.... lit 0.050" Hollow <br />13'-9. 12'-8 11 -10" <br />12'.7 1f'=7" 1 0'.9. <br />11'.7. 10'-8" 9'-11. <br />10-10. 10'.o. 9...." <br />10'-3. 9'.5' 8'.10. <br />9'-9. 8'.1'" 8'.... <br />9'-3. 8'-6. 7'.11. <br />8 -10. 8'.2 7 '..a. <br />2" lit ~ " lit 0.03'" lit 0.100" Salf MaUna Beam <br />. 1"'~" 13.... 12'-6. <br />13'-3" 12'.2' 11... <br />1 '- 11'~3' 10'-6. <br />10'~7" 9'-10. <br />9.11 9-3. <br />9'-5. 8'-10. <br />9'.o. 8'-5. <br />8'.7. 8'.1" <br /> <br />.,:~ <br /> <br />Table 2.1.1: <br /> <br />~ <br /> <br />Wind Zone II <br />Appllad Load · <br />Load Width <br />S' <br />6' <br />7' <br />8' <br />II' <br />10' <br />11' <br />12' <br />Load Width <br />5' <br />6' <br />7' <br />,. <br />\J' <br />10' <br />11' <br />12' <br />Load Width <br />5' <br />6' <br />7' <br />8' <br />9' <br />10' <br />ii' <br />12' <br />Load Width <br />5' <br />6' <br />7' <br />8' <br />9' <br />10' <br />11' <br />12' <br />Load Width <br />5' <br />6' <br />7' <br />8' <br />9' <br />10' <br />11' <br />12' <br /> <br />10.3 <br />9'.9. <br />9..... <br /> <br />8'.5. <br />7 ..a. <br />7'.1" <br />6'-8. <br />6.3. <br />5'.11. <br />6'-8"- <br />5'.5" . <br /> <br />9'.7. <br /> <br />8'.9 <br />8'.1 <br />7'.7 <br />7'.1 <br /> <br />6'.9. <br />6'.5. <br />6'.2 <br /> <br />10'-6. <br />9'.7. <br />8 -11. <br />8.... <br />7'-10' <br />7'_5. <br />7'.1. <br />6'.10. <br /> <br />7 -11" <br />7'-2 <br />6'-8 <br />6'-3' <br />5'-11. <br />5 -7. <br />~'l4. <br />5-1' <br /> <br />8 -11. <br />8'-2. <br />7 -7. <br />7 -1. <br />6'-8. <br />6.... <br />6 -1. <br />5 -10. <br /> <br />9'-11. <br />9' .o. <br />8..... <br />7.10. <br />7'-5. <br />7'.o <br />6'-8. <br />6'-5 <br /> <br />11'-1. <br />1 0'-2. <br />9'-5. <br />8'.9" <br />8'-3' <br />7.10. <br />7-6 <br />7 -2. <br /> <br />11 '..g. <br />10'..a. <br />9 -11. <br />9'-3. <br />8'_9. <br />8.3. <br />7 -11. <br /> <br />7'-7. <br /> <br />SECTION 2 <br /> <br />7 -1. <br />6'~. <br />6 .o" <br />5'-8. <br />5 .... <br />5 .o. <br />....1Q. <br /> <br />4'-7. <br /> <br />8'-1. <br /> <br />7'-5" <br />6'.10. <br />6'-5. <br /> <br />6'.o. <br /> <br />5'.9. <br /> <br />5'-6. <br /> <br />5'-3" <br /> <br />8'.11. <br /> <br />8'.2. <br />7'-7. <br />7'-1. <br />6' ..a. <br />6'...-.- <br />6'.o. <br />5'.9. <br /> <br />10'.o. <br />9-2. <br />8'-6. <br />7'-11. <br />7'~. <br />7'-1. <br />6'-9. <br />6-6. <br /> <br />1 O'~7. <br />9'-8. <br />8'-11. <br />8'.... <br />7-10. <br />7'-6" <br />7'-1. <br />6'-10. <br /> <br />Example: <br />For 2. x". x 0.038. x 0.100" Self-Mating Beam; Beam lIPln between uprights use load width to enter tlble. <br />For 12' Roof Panel + 2' Overhang; Load Wdth'* LW" 12" 2 + 2' O.H. '" 8'; Enter table on left at S'read <br />allowable lIPan under required load; Thus for 100 M.P.H. wind loadlllve 10ld or 17 "Sq. Ft. and Load Wdth II 8'-0. <br />Maximum Beam Span for 2" x 4. lit 0.038. x 0.100. .. ~ 11'-6~ I <br />Spans do not include length of knee bra(l8. Add horlzonl811eng ot ""ee race to above lIPans for lotal beam <br />lIPans. <br /> <br />f <br /> <br />Lawrence E. Semett, P.E. <br />CIIII. IMJNI!R " IlIMLCRIM" OClHIIf.LTANT <br />...0. lOX ..... IOUTH DAvtaHA, FL 12121 <br />'1'BJ!JIHONI! (104) 187-4T74 <br />FAX (104) 187.esae <br /> <br />@ COPYRIGHT 1988 <br />NOT TO IE REPRODUCED .. WHOLE OR .. PART WITHOUT THE wtWt'TBI PER.8IOM OF LAWRENCE E. BEMETT, P.E. <br /> <br />SEAL <br />PAGE <br /> <br />59 <br />