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<br />DESCRIPTION <br /> <br />I VT 1FT ~~ VALL i; I FLGE i; <br />STRUCTURAL ITEMS DESCRIBED <br /> <br />ALLOY <br /> <br />II <br />. <br />. <br />. <br />. <br />. <br />II <br />I <br />I <br /> <br />I ALUMINUM <br />IMARK I <br /> <br />EXTRUSIONS <br /> <br />1. D. <br /> <br />CHART <br /> <br />i\' <br />:1 <br />" <br /> <br />(A) lx2 OPEN BACK 0.276 0.230 0.044 0.044 6063-T6 <br />(B) lx3 OPEN BACK 0.384 0.320 0.050 0.050 6063-T6 <br />(D 3x2 PATIO BEAM 0.681 0.579 0.050 0.050 6063-T6 <br />(D) 2x2 PATIO BEAM 0.518 0.441 0.044 0.044 6063-T6 <br />(D 3x2 SNAP BEAM 0.542 0,461 0.041 0.041 6063-T6 <br />(F) 2x3 PATIO BEAM 0.681 0.579 0.050 0.050 6063-T6 <br />(G) 2x3 SNAP BEAM 0,680 0,578 0,045 0,045 6063-T6 <br />(H) 2x4 PATIO BEAM 0.799 0.679 0.050 0.050 6063-T6 <br /><D 2x4 SNAP BEAM 0.786 0.668 0.045 0.045 6063-T6 <br />(J) 2x4 5MB 1.008 0.857 0.044 0.135 6063-T6 <br />(K) 2x5 5MB 1.092 0.952 0.050 0,135 6063-T6 <br />(l) 2x6 5MB 1.342 1.141 0.054 0,135 6063-T6 <br />(M) 2x7 5MB 1.515 1,288 0,057 0.135 6063-T6 <br />(N) 2x8 5MB 2.147 1.826 0.072 0,224 6063-T6 <br />(0) 2x9 5MB 2.317 1.970 0.072 0,224 6063-T6 <br />(P) 2xl0 5MB 3.504 3.028 0.092 0.389 6063-T6 <br />(Q) 3x2 POST BEAM 0.800 0,680 0,070 0.070 6063-T6 <br />(AU> 3x3 SCALLOPED TUBE 0.596 0,507 .044-.078 ,044-,078 6063-T6 <br />(AV) 3x3-0.093 TUBE 1.256 1.068 0.093 0.093 6063-T6 <br />(A IJ) 3x3-0.125 TUBE 1.691 1.438 0.125 0.125 6063-T6 <br />(AX) 4x4-0.125 TUBE 2.279 1.938 0.125 0.125 6063-T6 <br />(AY) 4x4-0.250 TUBE 4,41 3.75 0.250 0.250 6061-T6 <br />(AD 6x6-0.125 TUBE 3.46 2.94 0.125 0.125 6063-T6 <br /> <br />I <br /> <br />, <br /> <br /> ANGLES DESCRIBED <br /> (AM 2x2x.125 ANGLE 0.569 0.484 0.125 0,125 6063-T6 <br /> (AB) 2x2x.093 ANGLE 0.427 0.363 0.093 0.093 6063-T6 <br />I\" (AD lxlx.062 ANGLE 0.141 0.120 0.062 0.062 6063-T6 <br />! <br />!ii <br />~J! (AD) 1x2x.062 ANGLE 0.214 0.182 0.062 0.062 6063-T6 <br />~: (AD lx3x.ll0 ANGLE 0,323 0,275 0,110 0.110 6063-T6 <br />I' <br />, <br />:1 RECEIVING CHANNELS DESCRIBED <br />.1 <br /> (CM 1,5x2,125x,062 0.362 0.308 0,062 0.062 6063-T6 <br /> (CB) 1.5x3.125x,062 0.438 0.372 0,062 0,062 6063-T6 <br /> (CD 1.75x3.23x.ll0 0.834 0.710 0.110 0.110 6063-T6 <br /> (CD) 2x4.125x.125 1.157 0.984 0.125 0.125 6063-T6 <br /> SUPER GUTTERS DESCRIBED <br /> (GM 4'x4' EXTRUDED 1.270 1.080 0.070 0.070 6063-T6 <br /> (GB) 4'x5' EXTRUDED 1.358 1.155 0.075 0.075 6063-T6 <br /> (GC) 4'x7' EXTRUDED 2.342 2.012 0.100 0.100 6063-T5 <br /> <br />I <br /> <br />J <br /> <br />J <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />NOTEI THESE EXTRUSIONS ARE AN 'OVERVIE"" OF "'HAT IS READILY AVAILABLE a. DOES NOT <br />HID CONSTITUTE A COMPLETE LISTING OF "'HAT IS AVAILABLE. <br /> <br />3871 TANJANI TRAIl. SUITE E <br />PORT O'Nl1.OTTE. F1. JJ952 <br />Pf4FIHF: (9,( 'J e'17 o4-tI>f <br />j 101 'lJ.4-' I 4-/~ 1~1 <br /> <br />$4Ib ALUMINUM STRUCTUlUS MASTER PLAN <br />~ IE @ COPTRICIn' AI. PCmr:J:1l1JfC, me. 2002 <br />1-1 fW,fll/IfW1, ~ ~,. U".1f4,T 17<<1 <br /> <br />I <br /> <br />1'},(;r, ~IJ or ~" <br /> <br />, <br />