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• <br />Table 3 - MAXIMUM SPANS - Roof Wind Zone 3 <br />XRS Rail <br />Wind <br />Speed <br />Snow Load <br />_ <br />Exposure <br />Category <br />mph <br />0 psf <br />10 psF <br />20 psf <br />30 psf <br />40 psi <br />50 psf <br />60 psf <br />90 <br />9..0" <br />91•0" <br />90 0" <br />9'-0" <br />9'-0" <br />8'-6" <br />1 71-6" <br />100 <br />81-0" <br />8'-0" <br />8'•0" <br />8'-0" <br />8'-0" <br />81•0" <br />7'-6" <br />330 <br />7'•6" <br />71-6" <br />7'-6" <br />77-6" <br />7'-6" <br />7,•6" <br />7'-6" <br />CateRgory <br />120 <br />7'•0" <br />7'-0" <br />7'-0" <br />7'•0" <br />71-0" <br />7'. <br />T-0" <br />130 <br />6'-6" <br />I <br />6 -6'I <br />I" <br />6.6 <br />," <br />6 -6 <br />I I <br />6.6' <br />, <br />6I.6' <br />I <br />6 -6" <br />140 <br />6'•0" <br />6'•0" <br />6'-0"R7'- <br />6' 0" <br />6'-0" <br />6'-0. <br />150 <br />5'•6" <br />5'-6" <br />5'.6" <br />5'.6" <br />5'.6" <br />5'-6" <br />90 <br />T•6" <br />7'-6" <br />T•6" <br />7'-6" <br />7'-6"_ <br />7'•6" <br />100 <br />6'-6" <br />6'-6" <br />6'•6" <br />6'-6" <br />6'•6' <br />6'-6"110 <br />6'-6" <br />6'-6" <br />6'-6" <br />6'-6" <br />fi'-6 <br />Category <br />C130 <br />120 <br />6'-0" <br />6'•0" <br />6'•0"6'•0 <br />6'•0 <br />6'-0" <br />S'-6" <br />5' 6" <br />S'-6"5'•6"5'•6" <br />5'-6" <br />140 <br />5'•0"S'-0" <br />5'-0" <br />5'-W <br />S'-0" <br />5'-0" <br />ISO <br />4'-6" <br />4'-6" <br />4' 6" <br />4'-6" <br />1 4'•6" <br />4'-6" <br />4'-6" <br />Note - Tabulated values we bored on the following criteria: <br />1. Roof wind Tone 3 $. 2 in. Clear between roof and rail. <br />2. Building mean roof height - 30 it. 6. End cantilever span = 0.40 x adjacent interior span <br />3. Roof slope - 6 in. per R. 7. No rail splices in end spans <br />4. Solar panel long dimension - 67.5 in. 8. No rail splices in the middy of interior spans <br />Please feel free to contant me at your <br />Respectfully yours, <br />Tres J. Warner, P.E. <br />Design Division Manager <br />Starling; Madison I.efquist, Inc. <br />BrE <br />questions. <br />Consulting Structural and Forensic Engineers <br />