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<br />NOTE: <br />TRUSS NOT DESIGNED <br />FOR CEILING LOAD <br /> <br />PREPAINTED FABRAL GRAND RIB III PLUS <br />ROOF AND SIDE STEEL (ATTACH ROOF <br />STEEL WITH PAINTED SCREWS) <br />#2 SPF 2x4 PURlINS AT 22" D.C. <br />SEE HEEL DETAIL <br /> <br />Co <br />........ <br /> <br />o <br />n <br /> <br />o <br />, <br />o <br /> <br />co <br />........ <br /> <br />"" <br />n <br /> <br />~ <br />"0 <br />cL <br />>- <br />~ <br />~ ~ <br />::> 0. <br />;: co <br />2" ;; <br />"'~ <br />"'0 <br />~, ....... <br />:5 ~ <br />~ (0 <br />-' ~ <br />di(;) <br />~-o <br />;; $ <br />~ .~ <br />o 0. <br />~ '" <br />~ OJ <br />,0 <br />" <br />2 c <br />'" '" <br />E '" <br />E J!1 <br />o c <br />J '" <br />:-: 2 <br />- C> <br />S m <br />m '" <br />L .c <br />o ,2 <br />ffi ::; <br />il> >- <br />E al <br />m " <br />? '" <br />~ ~ <br />L 0. <br /> <br />100'+0" <br /> <br /> <br />N <br />, <br />."" <br /> <br /> <br />10.88 <br /> <br />12 <br /> <br />#1 SP .60 CCA <br />3-PLY 2x6 COLUMN <br /> <br />USE #2 SPF 2x6 GIRTS AT <br />39 5/8" O.c. AT SIDEWALLS <br />USE #2 SPF 2x6 GIRTS AT <br />34 1/4" o.c. AT ENDWALLS <br />(2) ROWS GS~28 3/4" <br /> <br /> <br />2x8 TREATED PLANK <br /> <br />. .. <br /> <br />2x SCRAP BLOCK <br />ATTACH TO COLUMN <br />WITH (5) 10d NAILS <br />4"x14"~ PRECAST <br />CONCRETE FOOTING <br /> <br />SEE TRUSS <br />DIAGRAMS <br /> <br />i/)O <br />(/)~ <br />:::>0 <br />",=, <br />f- :::> <br />"'om <br />L5f-LL <br />d~ 0 <br />- ~(/) <br />Co -::J <br />,0<: <br />. o~ <br />co"-G:j <br />:29 <br />Oi/) <br />"'f- <br />LL<: <br /> <br /> <br />(1) ROW <br />2x4 L.C.S. <br />CENTERED <br /> <br /> <br />i/)O <br />i/)z <br />:::>- <br />",0 <br />f- -' <br />~o:::> <br />Wf-m <br />d= L!.- <br />ao <br />~ + <br />0'>' '" <br />,OW <br />. 0 f- <br />0'> _z <br />W <br />:2<..) <br />Of- <br />c;:<: <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 />~'~E)/l <br />3 16 10 <br />DRAWN BY: <br />MGRUENHAGEN <br />SCALE: <br />NONE <br />SALES SPECIALIST: <br />ZEAL <br />VERONA <br />REVISIONS: <br />NO. DATE BY <br />1 --- -- <br />2 --- -- <br />3 --- -- <br /> <br /> <br />.' <br />, <br /> <br />o <br /> <br />, <br />. <br />, <br /> <br />#1 SP .60 CCA <br />3-PLY 2x6 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 /> <br />>- <br />0::: :;;E <br />eJ :5 <br />I <br />0 Z <br />f-,.::: '" <br />Q. 0 <br />~o t> <br />~.' w <br />(J) <br />00 ~ <br />:::J x <br />0 <br />" <br />~ x Cl.. <br />Co ?: <br />n <br /> <br />~ <br />CI1ARY <br /> <br />BUILDING CORP. <br /> <br />W\MN .c1earybuilding.com <br />190 PAOU STREET <br />P.O. aox 930220 <br />VERONA. Vrl 53593 <br />(BOO) 373-5550 <br /> <br />JOB NO. <br />LM10008 <br />SHEET <br />30F4 <br />