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<br />2' x 2' Patio BeaM <br /> <br /> <br />. ""........ "......,... '," :". -"~~~.l"l'l~_- <br /> <br />2' x 3' PatIo BeaM <br /> <br />1 1 . <br /> ,050" <br />I.. 2 -I I ~ J" -I <br /> <br />SPA/Ii SCREEN WALL/ <br /> ROOF SOL I D ROOF SOL I D WALL <br />3' 12 ' - 2' 6 ' - 4 ' 5' - 10' <br />4 ' 10' - 6 ' 5' - 6' 5' - 0' <br />5' 9' - 4' 5 ' - 0' 4 ' - 6' <br />6' B' - 6' 4 ' - 6' 4 ' 2' <br />7' 7' - 10' 4 ' - 2' 3' 10' <br />B' 7' - 4 ' 3' - 14 ' 3' - 6' <br />9 ' 7 ' - 0' 3' - B' 3' - 4 ' <br />10' 6 ' - 8' 3' - 6 ' 3' - 2' <br /> <br />SPANSCRE~~O~ALL/ <br /> <br />3' 16'- 8' <br />4' 14' 6' <br />5' 13' 0' <br />6' 11' 10' <br />7' 11' 0' <br />B' 10' 2' <br />9' 9' B' <br />10' 9' 2' <br /> <br />SOLID ROOF <br />B" - 10' <br />7" B' <br />6" 1 0' <br />6 " .4' <br />5 " 10' <br />5" 4' <br />5' 2' <br />4 ' 1 A' <br /> <br />SOLID WALL <br />B' - 0' <br />7' - 0' <br />.----- <br />6' - 4' <br />5' B' <br />5 I - 4-; <br />5' - 0' <br />4' - 8' <br />4' - __ €~ <br /> <br />NOTE 1 AL,L SOLID ROOF CALCULATIONS ARE FOR 4112 MAX, ROOF SLOPES <br />~ <br /> <br />2' X 4' SelF MatIng BeaM <br /> <br />4" <br /> <br /> <br /> <br />.,20-1 <br /> <br />,044 <br /> <br />SPAN SCRETN WALL/ <br /> ROOF SOL I]) ROOF SOL I]) WALL <br />3' 25' - 0' 13' - 2' 12 ' - 0' <br />4 ' 21 ' - B' 11' - 6' J 0 ' - 6' <br />5' 19 ' - 4' J 0 ' - 2' 9' - 4 ' <br />6 ' 17' - B' 9' - 4 ' 8' - 6' <br /> J 6 ' - 4 ' B' - B' 7 ' - J 0' <br />,,- <br /> IS' - 4' B' - 0' 7 ' - 4' <br />r9; J 4 ' - 4' 7' - B' 7' - 0' <br />10' 13' - B' 7' - 2' 6 ' - 8' <br /> <br />;. <br /> <br />2' x 6' Se If l1a t I ng BeaM <br /> <br />'6'" <br /> <br />V \ <br />,120" <br /> .-;055 A <br />\\ <br /> <br />1 <br /> <br />SPAN SCREEN WALL/ <br /> ROOF SOLID ROOF SOLID WALL <br />3' 35 ' - 4 ' 18' - 8' 17' - 2' <br />4 ' 30' - 8' 16 ' - 2' 14 ' - 10' <br />5' 27' - 4' 14 ' - 6' 13 ' - 2";; <br />6 ' 25' - 0' 13' - 2' 12 ' - 0' <br />7' 23 ' - 2' 12' - 4' 11' - 2' <br />8' 21' - 8' 11' - 6' 10' - 6' <br />9 ' 20' - 6 ' 10' - 10' 9' - 1 Q:' <br />10' 19' - 4' 10' - 4' 9 ' - 4' <br /> -- <br /> <br />NOTEt ALL BEAM SPANS ASSUME LATERAL PURLINS (2,ix 2') @ 90' <br />FRAMED ACROSS ROOF @ [ACH POST IN SCRE[NED SIDE WALLS <br />