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<br /> USE #2 SPF 2x6 GIRTS AT <br /> 28 5/8" O.C. AT EAST SIDEWALL <br /> OJ USE #2 SPF 2x6 GIRTS AT I <br /> ~ 27 7/8" O.C. AT ENDWALLS U1 <br /> U1 <br /> n (3) ROWS: GS~22 3/8" :::> <br /> N cr. <br />"'" cr.>- <br /> <<0 <br />. I '::1>- <br />~ u" <br /> 0 <br /> " + <br /> o. <br /> #1 SP .50 CCA 10 <br /> . 0 <br /> 0_ <br /> 3-PLY 2x5 COLUMN :2 <br /> 0 <br /> cr. <br /> "- <br /> STD. WAINSCOTING <br /> ENTIRE BUILDING -.oj- <br /> ~ <br /> LESS DOORS n 2x8 TREATED PLANK <br /> en <br /> N <br />100'+0" <br /> <br />0> <br />" <br />o <br />~ <br />> <br /> <br />, <br />D <br /><t <br />" <br />" <br />::> <br />:, <br /> <br />:, :::; <br />)I <( <br />" t-- <br />~ ~ <br />o .. <br />" 00 <br />::> 0 <br />-; 0 <br />~ '" <br />::> - <br />~ ~ <br />< '== <br />C .f0 <br />:> -D <br />- <l> <br />~ :s <br />:: a: <br />, . <br />'J) Ii> <br />D ro <br />L Cl <br />~ <br />5 <br />E <br /> <br />e> <br />:; 2 <br />~ c <br />, <l> <br />" <br />::: Cd <br />, '" <br />, E <br />~ ~ <br />o <br />l> >. <br />, CD <br />i " <br />" <l> <br />; :s <br />: a.. <br /> <br />PREPAINTED FABRAL GRAND RIB III <br />ROOF AND SIDE STEEL (ATTACH ROOF <br />STEEL WITH PAINTED SCREWS) <br /> <br />#2 SPF 2x4 PURLlNS AT 24" O.C <br /> <br />SEE HEEL DETAIL <br /> <br /> <br />SEE TRUSS <br />DIAGRAMS <br /> <br />o <br />I <br />-.oj- <br /> <br />. ., <br /> <br />2x SCRAP BLOCK <br />ATTACH TO COLUMN <br />WITH (5) 10d NAILS <br /> <br />4"x14"~ PRECAST <br />CONCRETE FOOTING <br /> <br /> <br />(1) ROW <br />2x4 L.C.S. <br />CENTERED <br /> <br />12" VENTED ALUM. <br />EAVE EXTENSION <br />(COCOA BROWN) <br />AT EAST SIDE ONLY <br />OF 30'x40' AREA <br /> <br />o <br /> <br /> <br />ATTACH TRUSS TO COLUMN <br />WITH (2) 1 /2"~x5 1 /2" <br />BOLTS AND NAIL WITH <br />(2) 20d NAILS PER BOLT <br /> <br />DATE: <br />3/10/2010 <br />DRAWN BY: <br />T. KALDENBERG <br />SCALE: <br />NONE <br />SALES SPECIALIST: <br />ZEAL <br />VERONA <br /> REVISIONS: <br />NO. DATE BY <br />1 --- -- <br />2 --- -- <br />3 --- -- <br /> :r: <br /> u <br /> cr. <br /> 0 <br /> Q.. <br /> OJ <br /> ~ <br /> '" <br />cd cr. <br />w <br />(J) <br />- 3' <br /><: . <br />d >- .<t:. <br />(!) <br />cr. <br />w Z <br /> z <br /> w 0 <br />>-~ ;,. i= <br />u <br />Lu I W <br />. (/) <br /><: ~ <br />- -' <br />x <br />6 0 () <br />-.oj- <br />x a: <br />::r:: 0 ~ <br />n ~ <br />CI1ARY <br />BUILDING CORP. <br />www.clearybuilding.com <br /> 190 PAOU SlREIT <br /> P.O. BOX 930220 <br />VERONA, WI 53593 <br /> (BOO) 373-5550 <br />JOB NO. <br />2010103546 <br /> SHEET <br /> 30F5 <br /> <br /> <br />. <br />o <br />. <br /> <br />o' <br />. <br /> <br />#1 SP .60 CCA <br />3-PL Y 2x5 COLUMN <br /> <br />ADJUSTING BLOCK <br />BETWEEN TRUSS HEEL <br />AND CENTER PLY OF <br />COLUMN TO BE FIELD <br />CUT TO FIT <br /> <br />HEEL DETAIL <br />