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<br />1 <br />i <br />I <br />I <br /> <br />, <br />i <br /> <br />j" <br /> <br />I~ <br />h <br />" <br />I:; <br /> <br />I; <br /> <br />;'1 <br /> <br /> <br />I:: <br />:i <br /> <br /> <br />: I <br />; <br /> <br />\ \ <br />\J <br /> <br />I ALUMINUM <br />I MARK I DESCRIPTION <br /> <br />EXTRUSIONS 1. D. <br /> <br />CHART <br /> <br />I \.IT 1FT I AREA I \.IALL t I FLGE t I ALLOY <br /> <br />STRUCTURAL ITEMS DESCRIBED <br /> <br />(A> lx2 OPEN BACK 0.276 0.230 0,044 0.044 6063-T6 <br />(B) lx3 OPEN BACK 0.394 0,320 0.050 0.050 6063-T6 <br />(C) 3x2 PATIO BEAM 0.691 0.579 0.050 0.050 6063-T6 <br />(D) 2x2 PATIO BEAM 0.519 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 0.691 0.579 0.050 0.050 6063-T6 <br />(G) 2x3 SNAP BEAM 0.690 0.579 0.045 0.045 6063-T6 <br />(H) 2x4 PATIO BEAM 0.799 0,679 0.050 0.050 6063-T6 <br />m 2x4 SNAP BEAM 0.796 0.669 0.045 0.045 6063-T6 <br />(J) 2x4 5MB 1.009 0.957 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 1.299 0.057 0.135 6063-T6 <br />(N) 2x9 5MB 2.147 1.926 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 3.029 0.092 0.399 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.o93 TUBE 1.256 1.068 0.093 0.093 6063-T6 <br />(A'W) 3x3-0.125 TUBE 1.691 1.438 0,125 0.125 6063-T6 <br />(AX) 4x4-0.125 TUBE 2.279 1.939 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 />(AA> <br />(AB) <br />(AD <br />(AD> <br />(AD <br /> <br /> ANGLES DESCRIBED <br />2x2x.125 ANGLE 0.569 0.484 0.125 0.125 6063-T6 <br />2x2x.093 ANGLE 0.427 0.363 0.093 0.093 6063-T6 <br />1xlx.062 ANGLE 0,141 0.120 0,062 0.062 6063-T6 <br />1x2x.062 ANGLE 0.214 0.182 0.062 0.062 6063-T6 <br />lx3x.ll0 ANGLE 0.323 0.275 0.110 0.110 6063-T6 <br />RECEIVING CHANNELS DESCRIBED <br />l.5x2.125x.O&2 0.362 0.308 0.062 0.062 6063-T& <br />1.5x3.l25x.062 0.438 0.372 0.062 0.062 6063-T6 <br />1. 75x3,23x.ll0 0.834 0.710 0.110 0.110 6063-T6 <br />2x4.125x.125 1.157 0.984 0.125 0.125 6063-T& <br /> SUPER GUTTERS DESCRIBED <br />4'x4' EXTRUDED 1.270 1.080 0,070 0,070 6063-T6 <br />4'x5' EXTRUDED 1.358 1.155 0.075 0.075 6063-T6 <br />4'ac11 tXTRUUtU 2.342 2,012 0,100 0.100 6063-T5 <br /> ,_.~_,~._.__,,_...o"'_".' <br /> <br />(CA) <br />(CB) <br />(CC) <br />(CD) <br /> <br />(GA) <br />(GB) <br />(GC) <br /> <br />NOTE) THESE EXTRUSIONS ARE AN 'OVERVIE"" or "'HAT IS READILY AVAILABLE" DOES NOT <br />UID CONSTITUTE A COMPLETE LISTING or 'WHAT IS AVAILABLE. <br /> <br />3871 TAMIAMI TRAIL. sum: E <br />PORT CHARLOTTE. FL 33952 <br />PHONE: (941) 827-4901 <br />FAX: (941) 824-23!l2 <br /> <br />~ ALUMINUM STRUCTUMS MASTER PLAN <br />~ DK:. @ COPYRIGHT AI.. KNGIND:RINC, INC. 2002 <br />AI.. ENGINEERING. INC, FLORIDA UCENSE f7<<.' <br /> <br />PAGE 36 OF 26 <br />