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Slope Grade <br />Away 3 <br />32' <br />, <br />0 <br />Slope Pad 1/4":1' <br />Nom. 6" Concrete Pad, use <br />< <br />minimum 3,000 psi concrete. <br />0' <br />Reinforce with #3 Grade 60 <br />�o <br />bar on a 12" spaced grid. <br />960 Sq. Ft. Total Footprint <br />r � <br />C. <br />o s <br />a <br />o <br />5" Sch. 40 <br />Column <br />1 /2 11 x 10" x 10" steel base <br />w/ (4) 5/8" holes on <br />6" dia. bolt circle <br />W <br />Slope Grade <br />Away <br />Vert. Hook, <br />#5 Grade 60, <br />24" O.C. <br />12" <br />48" <br />4' +/- 12" <br />1 <br />� <br />if <br />(4) Horiz., <br />#5 Grade 60, <br />Continuous <br />Lz <br />j <• L <br />6 „ <br />f ' <br />2411 --I <br />5/8 "x8" Anchor Bolt @ 4' O.C. <br />611 <br />2x6 studs @ 16 "O.C. <br />Apply to exterior sides and back <br />7/16" OSB w/ 29 ga. galv. siding <br />2x6 Treated Plate <br />#3 Grade 60,12" O.C. grid <br />#5 Grade 60, Continuous <br />Detail <br />Scale: 1 " =1' <br />Attach 5/8" OSB to steel joist with 3/8" carriage bolts, spaced 12" O.C. <br />on each joist. Apply 30# felt then 26 ga. galv. metal roofing with <br />exposed fasteners. <br />Pitch = 4:12 <br />L <br />< <br />Lz <br />j <• L <br />6 „ <br />f ' <br />2411 --I <br />5/8 "x8" Anchor Bolt @ 4' O.C. <br />611 <br />2x6 studs @ 16 "O.C. <br />Apply to exterior sides and back <br />7/16" OSB w/ 29 ga. galv. siding <br />2x6 Treated Plate <br />#3 Grade 60,12" O.C. grid <br />#5 Grade 60, Continuous <br />Detail <br />Scale: 1 " =1' <br />Attach 5/8" OSB to steel joist with 3/8" carriage bolts, spaced 12" O.C. <br />on each joist. Apply 30# felt then 26 ga. galv. metal roofing with <br />exposed fasteners. <br />Pitch = 4:12 <br />J L <br />W 12x53 <br />50ksi Beam <br />16' <br />24' - 4 " <br />--10" <br />Vulcraft K- Series Open -Web <br />Steel Joist, 16" Depth, Model 16K4 <br />(or equivalent for loading). Spaced <br />16" O.C., welded to bearing beam. <br />W12x53 <br />50ksi Beam <br />­� 21 30' <br />411 <br />Designed to 2006 IBC <br />Site Elevation 8,750 ft. <br />80 PSF Snow Load <br />Wind 100 MPH, Exp. C <br />Construction shall follow <br />all applicable provisions <br />of 2006 IBC. <br />42189 <br />727-1° <br />c <br />a <br />�o <br />2 Sch. 40 steel pipe brace <br />5 Sch. 40 steel <br />column, (4) places <br />Install a closable, canvas <br />curtain over front entrance to <br />limit rain from entering during <br />storms. <br />r � <br />C. <br />o s <br />6 11 1 <br />J L <br />W 12x53 <br />50ksi Beam <br />16' <br />24' - 4 " <br />--10" <br />Vulcraft K- Series Open -Web <br />Steel Joist, 16" Depth, Model 16K4 <br />(or equivalent for loading). Spaced <br />16" O.C., welded to bearing beam. <br />W12x53 <br />50ksi Beam <br />­� 21 30' <br />411 <br />Designed to 2006 IBC <br />Site Elevation 8,750 ft. <br />80 PSF Snow Load <br />Wind 100 MPH, Exp. C <br />Construction shall follow <br />all applicable provisions <br />of 2006 IBC. <br />42189 <br />727-1° <br />c <br />V <br />C\ <br />4� <br />O <br />rA <br />W <br />72 <br />M <br />0J <br />a <br />�o <br />r � <br />C. <br />o s <br />� <br />� <br />N <br />1� <br />O <br />4d <br />Old <br />.O <br />o <br />rt <br />� <br />c:. <br />rU <br />�o <br />�a0­1 <br />V <br />C\ <br />4� <br />O <br />rA <br />W <br />72 <br />M <br />0J <br />E1 <br />1 -V <br />a <br />�o <br />� <br />� <br />N <br />.O <br />o <br />� <br />� <br />E1 <br />1 -V <br />