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<br />STRUCTURAL <br /> <br /> <br /> <br />(SIMPLE) SPAN TABLE <br />(L.L. == 20 P.S.F., lJ. = L/80) <br />THICK TYPE FT. <br />1--. <br />2- .024 10.51 <br />.030 11.47 <br />J'" .024 14.00 <br />.030 15.00 <br />4- .024 17.00 <br /> .030 18.31 <br />6" .024 20.25 <br /> .030 22.50 <br />8" .024 24.82 <br />.030 27.83 <br /> <br />t ASTENER TO BE DETERMINED <br />UASED ON CONSTRue nON OF <br />IIOST STRUCTURE 0 12- (MAX <br /> <br />UDCE BEAM <br /> <br />P A IV f-~L_ S, <br /> <br />I -- <br />/ (7 C. <br /> <br /> <br /> <br />~'--J <br />, <br /> <br />.~__~ "''.1 <br />~~:~~ <br /> <br />. ' <br /> <br />.. ~i: _-.--~~~_-_ <br /> <br /> <br />.024 ALUMINUM J-' <br /> <br />j <br /> <br />ROOF PANELS <br /> <br />--.---.---..-- <br />----~-.,----. ----*----- <br /> <br />~-- - <br /> <br />~ WALL HEADER <br />STYROFOAM <br />..___#105;;M.S. {\;ROOF PANELS <br />o 12 O.C. 'OR ROOF PANS <br /> <br />I \ <br />I <br /> <br />\2- #10 S.M's, <br />o 12- D.C. <br /> <br /> <br />I <br /> <br />i <br /> <br />~ .--J <br />I ,!!!;.,,;,.,TRUCn.J~ HAS BEEN DCSlGNED IN <br />I ACCORDANCE: W7H THE: '97 STANDARD BLDC., i , <br />cooc Ml7H .ALL RCIASlONS 10 <br />aMP.T. 16. 06 FOR 100 /;/PH VdND l.(l=+TY <br />loOD AF7FR 10-1-98 <br />DA ~ NORRIS ENGlNCERJNC <br />112 00llIIllAtt/ 1ftJ. <br />MN1ER HA~ n..J.J88() P g. 2 - F ! <br />rQiI.' :~OQ_'"'''' <br /> <br />RIDGE BEAM DETAIL <br />N. T.S. <br />