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<br />100'+0" <br /> <br />NOTE: <br />TRUSS NOT DESIGNED <br />FOR CEILING LOAD <br /> <br />PREPAINTED FABRAL GRAND RIB III PLUS <br />ROOF AND SIDE STEEL (ATIACH ROOF <br />STEEL TO PURLlNS WITH 1" PAINTED <br />WOOD GRIP SCREWS IN THE PAN AREA) <br /> <br />#2 SPF 2x4 PURLlNS AT 24" O.c. <br /> <br />SEE HEEL DETAIL <br /> <br /> <br />-7 <br />'-... <br />to <br /> <br />(}") <br />N <br /> <br />-7 <br />I <br />to <br /> <br />STD. WAINSCOTING <br />ENTIRE BUILDING ~ <br />LESS DOORS -,::, <br /> <br />(}") <br />N <br /> <br /> <br />o <br />I <br />-7 <br /> <br />SEE TRUSS <br />DIAGRAMS <br /> <br /> <br />(1) ROW <br />2x4 L.C.S. <br />CENTERED <br /> <br />USE #2 SPF 2x6 GIRTS AT <br />35 1/4" O.C. AT SOUTHEAST SIDEWALL <br />USE #2 SPF 2x6 GIRTS AT <br />35 7/8" O.C. AT ENDWALLS <br />(3) ROWS: GS=30 3/8" <br /> <br />U) <br />U) <br />=> <br />0::: <br />o:::f-- <br /><(0 <br />'::':if-- <br />U - <br />o <br />~ + <br />0_ <br />10 <br />- 0 <br />N~ <br /> <br />#1 SP .60 CCA <br />3-PL y 2x6 COLUMN <br /> <br />::2' <br />o <br />0::: <br />'"- <br /> <br /> <br />2x8 TREATED PLANK <br /> <br /> <br />2x SCRAP BLOCK <br />ATTACH TO COLUMN <br />WITH (5) 10d NAILS <br /> <br />4"x14"~ PRECAST <br />CONCRETE FOOTING <br />