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<br />I <br />i <br />i; <br /> <br />8 <br />ROOF <br />BEAM <br />USED <br /> <br />"(H) <br />2)(4 <br />PB <br /> <br />I <br />! <br />I <br />, i <br />l <br />. ! <br />I <br />II <br />I <br /> <br />(J) <br />2)(4 <br />5MB <br /> <br />(K) <br />2X8 <br />5MB <br /> <br />(l) <br />2)(7 <br />5MB <br /> <br />III <br /> <br />(M) <br />2)(8 <br />5MB <br /> <br />I <br />, I <br />I Ii <br />. j' <br />1:1 <br />:1 !l <br />!: iI <br />i I II <br />I ./ Ii <br />i ~ Ii; <br />Ii : <br /> <br />(N) <br />2)(9 <br />5MB <br /> <br />'WALL <br /> <br />SpACING <br /> <br />4'-()" <br />5'-()" <br />8'-()" <br />7'-()" <br />8'-()" <br />9'-()" <br /> <br />4'-0" <br />5'-()" <br />8'-()" <br />7'-()" <br />8'-()" <br />9'-()" <br /> <br />4'-()" <br />5'-0" <br />8'-()" <br /> <br />4'-()" <br />5'-()" <br />8'-()" <br />7'q <br />8'-0" <br />9'-0" <br /> <br />4'-0" <br />5'-0" <br />8'-0" <br />7'q <br />8'Q <br />9'-0" <br /> <br />." <br /> <br />4'Q <br />5'-()" <br />8'-0" <br />7' -0" <br />8'Q <br />9'-0" <br /> <br />MAXIMUM ROOF BEAM SPANS <br />IN DECIMAL FEET <br />SCREEN ROOF I SCREEN WALLS <br />WIND 110 MPH DEFLECTION L/60 <br /> <br /><--I COLUMN USED 1- f---> <br /> <br />(F) <br />2x3 <br />PB <br /> <br />18.42 <br />17.08 <br />18.08 <br />15.25 <br />14.58 <br />13.92 <br /> <br />21.08 <br />20.08 <br />18.42 <br />17.42 <br />16.75 <br />18.08 <br /> <br />28.08 <br />26.08 <br />24.58 <br />5 <br /> <br />31.58 <br />29.42 <br />27.58 <br />26.25 <br />25.08 <br />23.92 <br /> <br />38.25 <br />35.42 <br />33.42 <br />31.75 <br />30.25 <br />29.08 <br /> <br />(G) <br />2x3 <br />SMS <br /> <br />19.08 <br />17.58 <br />16.58 <br />15.58 <br />14.92 <br />14.42 <br /> <br />21,75 <br />20.08 <br />18.75 <br />17.92 <br />17.08 <br />16.42 <br /> <br />28.58 <br />26.42 <br />24.92 <br />23.58 <br /> <br />32.08 <br />29.58 <br />27.92 <br />26.42 <br />25.25 <br />24.25 <br /> <br />38.58 <br />35.75 <br />33.58 <br />31.92 <br />30.58 <br />29.25 <br /> <br />(H) <br />2)(4 <br />PB <br /> <br />19.25 <br />17.75 <br />16.75 <br />15.75 <br />15.08 <br />14.42 <br /> <br />21.92 <br />20.25 <br />18.92 <br />17.92 <br />17.08 <br />16.42 <br /> <br />28.75 <br />26.58 <br />24.92 <br />23.75 <br /> <br />21.75 <br /> <br />32.08 <br />29.75 <br />27.92 <br />26.58 <br />25.42 <br />24.25 <br /> <br />38.58 <br />35.75 <br />33.75 <br />31.92 <br />30.58 <br />29.42 <br /> <br />(I) <br />2)(4 <br />SMS <br /> <br />19.25 <br />17.75 <br />16.58 <br />15.75 <br />15.08 <br />14.42 <br /> <br />21.75 <br />20.08 <br />18.92 i <br />17.92 I <br />17.08 <br />16.42 <br /> <br />28.58 <br />26.58 <br />24.92 <br /> <br />21.75 I <br /> <br />32.08 <br />29.75 <br />27.92 <br />26.58' <br />25.42 <br />24.25 <br /> <br />38.58 <br />35.75 <br />33.58 <br />31.92 <br />30.58 <br />29.42 <br /> <br />(J) <br />)(4 <br />MB <br /> <br />9.25 <br />7.75 <br />6.75 <br />5.75 <br />.08 <br />.42 <br /> <br />33.08 <br />30.58 <br />28. 75~ <br />27 :'25 <br />26.08 <br />24.92 <br /> <br />39.42 <br />36.58 <br />34.25 <br />320!58 <br />31.08 <br />29.92 <br /> <br />(K) <br />2)(6 <br />5MB <br /> <br />19.25 <br />17.75 <br />16.75 <br />15.75 <br />15.08 <br />14.42 <br /> <br />.42 <br />.58 <br />.25 <br />.08 <br />25 <br />2 <br /> <br />23.42 <br />21.58 <br />20.25 <br />19.08 <br />18.25 <br />17.42 <br /> <br />2 <br />8 <br />2 <br /> <br />31. 92 <br />29.25 <br />27.42 <br /> <br />EXAMPLE: <br />POOL ENCLOSURE <br /> <br />(L) <br />2)(7 <br />5MB <br /> <br />19.25 <br />17.75 <br />16.75 <br />15.75 <br />15.08 <br />14.42 <br /> <br />23.42 <br />21.58 <br />20.25 <br />19.08 <br />18.25 <br />17.42 <br /> <br />31.92 <br />29.25 <br />27.42 <br />2 <br />.58 <br />23.58 <br /> <br />35.92 <br />33.08 <br />30.92 <br />29.25 <br />27.75 <br />26.58 <br /> <br />41.75 <br />38.58 <br />36.08 <br />34.08 <br />32.58 <br />31.25 <br /> <br />45.08 <br />41.75 <br />. 39.08 <br />36.92 <br />35.25 <br />33.92 <br /> <br />(M) <br />2)(8 <br />5MB <br /> <br />19.25 <br />17.75 <br />16.75 <br />15.75 <br />15.08 <br />14.42 <br /> <br />23.42 <br />21.58 <br />20.25 <br />19.08 <br />18.25 <br />17.42 <br /> <br />31.92 <br />29.25 <br />27.42 <br />25.92 <br />24.58 <br />23.58 <br /> <br />35.92 <br />33.08 <br />30.92 <br />29.25 <br />27.75 <br />26.58 <br /> <br />44.25 <br />40.75 <br />37.92 <br />35.92 <br />34.08 <br />32.75 <br /> <br />47.42 <br />43.58 <br />40.75 <br />38.58 <br />36.75 <br />35.08 <br /> <br />'-.,. <br /> <br />: <br /> <br />(N) <br />2)(9 <br />5MB <br /> <br />. <br />I <br />;; <br />;; <br />.- <br />&: <br />I <br />I <br />I <br />I <br />Ii <br />. <br />II <br />. <br />Ii <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />Ii <br /> <br />21 <br /> <br />23.58 I <br /> <br />34.92 <br />32.25 <br />30.08' <br />28.42 <br />27.08 <br />26.08 <br /> <br />40.92 <br />37.75 <br />35.42 <br />33.58 <br />32.08 <br />30.75 <br /> <br />41.92 42.25 42.25 42.25 43.08 44.42 <br />38.92 39.08 39.25 39.08 39.92 41.08 <br />36.58 36.75 36.92 36.75 37.42 38.42 <br />34.92 34.92 34.92 34.92 35.58 36.42. <br />33.25 33.42 33.42 33.42 33.92 34.75 <br />31.92 32.08 32.08 32.08 32.58 \. 33.42 <br />INTERPOLATION BETWEEN VALUES IS PERMISSIBLE ~ <br /> <br />19.25 <br />17.75 <br />16.75 <br />15.75 <br />15.08 <br />14.42 <br /> <br />23.42 <br />21.58 <br />20.25 <br />19.08 <br />18.25 <br />17.42 <br /> <br />31.92 <br />29.25 <br />27.42 <br />25.92 <br />24.58 <br />23.58 <br /> <br />35.92 <br />33.08 <br />30.92 <br />29.25 <br />27.75 <br />26.58 <br /> <br />44.25 <br />40.75 <br />37.92 <br />35.92 <br />34.08 <br />32.75 <br /> <br />48.42 <br />44.58 <br />41.58 <br />39.25 <br />37.42 <br />35.75 <br /> <br />t <br />. <br /> <br />\! ~ALUMINUM STRUCTURES MASTER PLAN 1- <br />\ ; 52 ENGItEERlNG. 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