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Revisions <br />HANGERS <br />(ALUM. 6063 T-6) <br />-r--4-1.000 1 <br /> 0.062'- -- -1.625'--1.625'-0.75' --j <br />0.274- ' , <br />1 <br />0.187 <br />- 0.375'0 <br />-0.5,0 <br />3.U4U <br />1.06 <br />-4 1-0.274 <br />b.577 <br />L 11 1 <br />L <br />n.gra. J <br />' 0.250 -1 <br />0.055 -- -DETAIL MU42 IS ALLOWED UNDER THESE LOAD <br />LIVE/WIND (MPH)PANEL SPAN <br />SNOW EXP B EXP C <br />10 PSF 130 110 ALL <br />-1.000 20 PSF 120 105 ALL <br />25 PSF 120 100 ALL <br />4" HANGERS 30 PSF 110 95 ALL <br />·6063T6 ALUM -1 - <br />0.055 --0.25 <br />3.101 <br />=IL_ 62\--1 1.702 1- 11/t-1.000 <br />3' HANGERS <br />6063T6 ALUM <br />4.100 <br />1.705 K- <br />0.062 <br />4160 <br />3.662 <br />-1|-0.274 <br />3.100 <br />-4000 ----4 <br />- -0.120' <br />r <br />L <br />OUJU - <br />CONDITIONS <br />3.562' <br />4.24• <br />-0.062' <br />0,050 ®1 » 0.5. <br />- 1.375' -- <br />3-1/2 ."J" RAIL <br />SEE TABLE 7.5 FOR <br />TYPE AND SPACING-7\OF FASTENERS / \/1 <br />444*®] panel height <br />--0.062' 3.0 52' <br />3.74' REF <br />-312 0.5, <br />J RAIL <br />RAIL PROFILES <br />0.050' <br />U <br />13 355* <br />. 3.052' <br />3.74' REF 2.5- <br />TFO.5. <br />" •r•3" AND 2.5 u" HANGER <br />ALUM. ALLOY 6063-T6 <br />-1.625'-i <br />--0.062'2.0 52' <br />e <br />h <br />O 2 <br />c'.0 SE im gImmid a: 52 ,- O <br />1 --- .0 < to (3) <br />1 . 1 i- 03 034 4 03- <br />1 ,--1 1.062' E <br />-3.000- <br />3.000- <br />0.040-' 1 <br />-1.68'-1 <br />0.625' - <br />- 1.50' <br />"C" HANGER -4/2' 'RAIL <br />-0,075 <br />-4|- 0.062 <br />MU <br />==0-JI UV <br />49 <br />0.0755<35<3' POST 4"x4' POST 0.062"xyxy <br />6063T6 ALUM 6063T6 ALUM MAGNUM POST <br />6063T6 ALUM <br />' "Ga RAIL 2" liz <br />'T 10401:0 1 <br />\4%58!:S' <br />DEC 5 2011 \2 1 - <br />Pe <br />0 <br />mr11 3 <br />ff©FE· /04'. <br />C6 <br />15 * <br />4 Dll F <br />JU 103 <br />C# R <br />FASCIA SPLICES MIDST BE WITHIN 12' OF A POST <br />-1- 0.0620 <br />EE DETAIL MU55 - <br />-r <br /> u.0620 <br />d <br />J r <br />IIN SCREW PATTERNSFOR ALL FASCIA <br />SPLICES.ALL FASCIA <br />*ts SPLICES MUST BE WITHIN <br />MIN- 1- <br />12' OF A POST <br />47 4 <br />*1 <br />0 0 <br />12' <br />?0 <br />[-4' MIt 1 <br />Carl Putnam, P. E. <br />3441 IVYLINK PLACE <br />LYNCHBURG, VA 24503CARLPOTNAM@COMCAST.NET <br />fih <br />E 0·0500 <br />1' <br />Drawn By <br />CMP <br />Check By CMP3Date <br />FUenams1 <br />4000 0 0L. - <br />5.5' EXTRUDED 42/5' EXTRUDED 5' ROLL FORMED <br />GUTTER SPLICE GUTTER SPLICE GUTTER SPLICE <br />MUSA04.DWG <br />6063 T6 ALUMINUM 6063 T6 ALUMINUM 3004 H34 ALUMINUM <br />NTSScole Page # <br />MU <br />54 <br />t-L- <br />...•-- .0...... 1..... lair'-Ill. <br />,