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F' - ' Ray Kang <br /> 4/4/2012 24 x 48 x 162 (Inch Ceiling) <br /> Do Not Notch Corner Pole!! <br /> Notch Intermediate If this building has wains or eave lights <br /> Posts for Trusses you may need to add an extra row of girls <br /> (167.5) 2x8 <br /> + 7.5 2x8 Ribbon <br /> Ribbon...Plus <br /> Poles <br /> 6.00 ft o.c. 5 Rows <br /> 2x4 1650 MSR Row 3...plus 2 more...then ribbon 2x4 1650 MSR <br /> Trusses // I Wall Girls <br /> 6.00 ft oc. <br /> 160 2x4 1650 MSR Row 2 <br /> Inch ' 2x4 1650 MSR <br /> Ribbon 2x4x18 Wall Girls <br /> Height 22.3 in Between Corner Brace 25.75 <br /> Inches O.C. <br /> 2x41650 MSR Row 1 I <br /> Tr.Column <br /> Nail 2x4 to Treated. Attach base trim and steel to 2x4 NOT Treated! <br /> I <br /> ! 'White 2x4 <br /> \Unfinished grade line Spec.Dbl.Angle <br /> Treated Columns <br /> .60 Pressure Treated Footing Depth Tr.2x6 <br /> 3-ply 2x6 Lam 4 ft Footing Pad <br /> 2-12 inch 2x4 Blocks Poured <br /> f �y k,. .. 24 in Diameter <br /> tet. <br /> 72.0 in I 70.5 in <br /> Center of Pole Center of Pole Outside of Pole <br /> Eave 1 top chord run w/box(not steel length) =177.1 in truss height including heel=54 in Eave 2 top chord run w/box(not steel length) =177.1 in <br /> Top of Concrete to Top of Ridge 18.5 ft ,. metal Ridge with profile closure <br /> 8 1/2 inches down from peak Truss Load <br /> ��%\ 35 - 4 - 7 4 /12 Pitch <br /> 24 in o.c. 2x4 1650 MSR On Edge \\ <br /> 9 Purlins per Side �y `w\ Metal Sales Classic Rib 29 ga G60 <br /> 14.2 ft Outside Wall Height + ' \\\ <br /> truss braces \ `\\\ <br /> MIN IIIII IIII1N6N11\, 41 "% <br /> ' See truss spec.sheet for exact count and locations <br /> 6.0 in heel '4. eave <br /> trim <br /> 24 in 2x4x14 <br /> (both eaves) Cut In Half @ 45 <br /> Knee Brace 1 <br /> Extend to top <br /> 13 ft Chord of Truss `� <br /> 6 in Ceiling Height (Temporary) <br /> Feet Inches 16th <br /> 573 in Long <br /> 2x4 1650 MSR Square= 53 3 15 X <br /> 285 in Wide <br /> Building Design And Prices Are Subject To Local Building Codes <br />