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<br /><;> <br />in <br />... <br /> <br />MBt, <br />INQ~" <br />~~,n,F <br /> <br />. <br />o <br />, <br />;... <br /> <br />10@ 100'-0" <br /> <br /> <br />rl-------------~---------------------------------------------------J1 <br />I I <br />I@ @I <br />1 1 <br />1 G;2 1 <br />1 <br /> <br />~ <br />OJ, <br />. <br />'" <br /> <br />@ <br />12' <br /> <br />12' <br /> <br />12' <br /> <br />@ <br /> <br />12' <br /> <br />12' <br /> <br />12' <br /> <br />12' <br /> <br />12' <br /> <br />12' <br /> <br />12' <br /> <br />@) <br /> <br />@) <br /> <br />~ <br />"r <br />'" <br />~ <br /> <br />12'~14' Overhead <br /> <br />18'x14' Ovelflead <br /> <br />@) <br /> <br />~ <br />OJ, <br />, <br />'" <br /> <br />@) <br /> <br />45' SLC-I Trusses <br />@10'-0"0.c. <br /> <br />3068 <br />Wa!kdo~ <br />e <br /> <br />\2) <br /> <br />3068 <br />Walkdoo~ <br /> <br /><;> <br />;... <br /> <br />1 <br />1 <br />1 <br />A @I <br />10 1 <br />'f----------------------------:~~::;~~~----------------------------1' <br /> <br />G;2 <br /> <br /> <br />Legler Concrete <br />45' x 100' x 16'-4" <br />6730 Henry Road <br />Belleville. WI 53508 <br /> <br />COLUMN SCHEDULE <br />COLUMN MATERIAL <br />C1 3~PI 2x8 <br />C2 4-P1 2x8 <br />C3 3.PI 2x6 <br />C4 a-PI 2x6 <br />NOTES: <br />C2 is Middle Notch Columns In Ground <br />21/4 YARDS OF CONCRETE NEEDED FOR POURED FOOTINGS <br />EAVE HT: 1T~7" <br /> <br /><;> <br />'" <br /> <br />~ <br />'? <br />'" <br /> <br />~ <br />"r <br />'" <br />.~ <br /> <br /><;> <br />in <br />... <br /> <br /> <br />~ <br />OJ, <br />. <br />'" <br /> <br />. <br />9 <br />'" <br /> <br />STYLE <br />3622S <br />4822M <br />36265 <br />36288 <br /> <br />QTY <br />. <br />" <br />. <br />. <br /> <br />FOOTING <br />020"xS" ured <br />020"xS" urad <br />020"xS" urad <br />020~x8" urad <br /> <br />Floor Plan <br />(3/32" = 1'-0") <br /> <br />HOLE <br />DEPTH <br />4'-3" <br />4'.3" <br />4'-3" <br />4'-3" <br /> <br />Drawn By; DGB <br />Date: 2-4-11 <br /> <br />1 <br />