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<br />,"$ <br />a: <br />I'- <br />~ <br />N <br /> <br />~ <br />;:; <br />[::l <br />'" <br />N <br />~ <br /> <br />100' +0" <br /> <br />-0 <br />$ <br />.f: <br />a: <br />" <br />a; <br />o <br /> <br />Ie' <br />" <br />.a <br />c <br />" <br />TJ <br />0; <br />'-C <br /><.? <br />'" <br />'" <br />E <br />o <br />.c <br />f- <br />;;. <br />'" <br />"0 <br />" <br />"E <br />.C <br />11. <br /> <br />NOTE: <br />TRUSS NOT DESIGNED <br />FOR CEILING LOAD <br /> <br />PREPAINTED FABRAL GRAND RIB III PLUS <br />ROOF AND SIDE STEEL <br /> <br />#2 SPF 2x4 PURLlNS AT 24" O.C. <br /> <br />SEE HEEL DETAIL <br /> <br /><0 <br />-.---. <br /> <br />o <br />n <br /> <br />;,. <br />-.---. <br /> <br />o <br />n <br /> <br />;,. <br />I <br />Co <br /> <br />Co <br />I <br />Co <br /> <br /> <br />SEE muss <br />DIAGRAMS <br /> <br />3' CONT. EAVELlTE WITH 2x4 <br />NAILER AT BOTH SIDES <br /> <br />USE #2 SPF 2x5 GIRTS AT <br />35 3/4" O.C. AT SIDEWALLS <br />USE #2 SPF 2x5 GIRTS AT <br />33 3/8" O.C. AT ENDWALLS <br />(4) ROWS: GS=27 7/8" <br /> <br />if> <br />if> <br />:::> <br />"" <br />""r- <br />;:5:,? <br />~ <br />00 <br />_ 0 <br />0_+ <br />10 <br />~~ <br />'" <br />co <br />"" <br />~ <br /> <br />#1 SP .50 CCA <br />3-PLY 2x5 COLUMN <br /> <br />2x8 TREATED PLANK <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 />WITH (2) 50# BAGS <br />OF SACKCRETE <br />(9"x18"~) <br /> <br />l8"~ <br /> <br />(1) ROW <br />2x4 LC.S. <br />CENTERED <br /> <br />8" ROOF STEEL\ <br />EXTENSION AT <br />BOTH SIDES <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 />12/'1312011 <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 /> . <br /> U <br />. c: <br />- <br />t--~ <br />::r: <br />~ <br />CJ ::; <br />::r: ::i <br /> 0 :z <br />$ cr: <br />n.. 0 <br />UJ ...- t3 <br />s;: I <br /><f) (I) <br /> ~ ....J <br /> x <br />>- 0 () <br /><f) <br />~ x ~ <br />co <br />...- afiRY <br />BUILDING CORP. <br />ClearyBulldlng.com <br />190 PAOU STREET <br />P.O. BOX 930220 <br />\~,\W>""":l'-ft;, <br />(BOO) 373-5550 <br />JOB NO. <br />2011213689 <br />SHEET <br /> 30F4 <br /> <br /> <br />.' <br />, <br /> <br />o <br /> <br />.' <br />, <br /> <br />M <br /> <br />~....f-...... . .. <br />#1 SP .60 CCA <br />3-PLY 2x5 COLUMN <br /> <br /> <br />ADJUSTING BLOCK <br />BETWEEN muss HEEL <br />AND CENTER PLY OF <br />COLUMN TO BE FIELD <br />CUT TO FIT <br /> <br />HEEL DETAIL <br />