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pb-2011-00132_0003.jpg Wick Ruildinns Reference Manual J Material Specifications Component Specification (Post -in- Ground Column) Gable Truss Loadings are dependent on Truss Style specified and bay spacing 2x4 Puffins @ 24' o.c. I j T 2x6 Beveled P +, tL -s Af St Eave Puriin 2x4 Lower Chord / e-`L c� 1 Pec cti . StabiRzers C i\ Z �. o Column Colu Q 2x6 Gift E (See chart for number & spacing) 2x6 Treated Plank Optional 4' Concrete Floor 107-0' mark ' A = Interior Clear height (ICH) ** 12' Heel on spans 36 and under B = Eave height (fop of truss) 15' Heel on spans over 36' U C = Hole depth (Including footing) D = Girt spacing E = Column length �� (* denotes spliced column) ans less than„ Xn ua M eel de th'.: Sans.; rea er an 1St e6L:de the � , 171 11 aCltg rls. S,arrng) Note — Number of rows and standard girt spacing may be Note — Number of rows and standard girt spacing may be affected affected by such items as overhangs, insulation, wainscoting, by such items as overhangs, insulation, wainscoting, eave lites, eave lites, etc. etc. 8' -4" 9'-4" 4' -6" 1 3 1'- 10 14' 8' -4" 1 9' -7" 4' -3" 3 1' -I1" 14' 9' - 4" 10' 5' - 6" 3 2' - 1 1 /4" 16' 9' -4" 10' -7" 5' -3" 3 2' -2" 16' 10' -4" 11' -4" 4' -6" 3 2' -4 16' 10' -4" 11' -7" 4' -3" 3 2' -5" 16' 11' -4" 12'.4" 5' -6" 4 2' -0" 18' 11' -4" 12' -7" 5' -3" 4 2' -0 18' 12' -4" 13' -4" 4' -6" 4 2' -2 18' 12' -4" 13' -7" 4' -3" 4 2' -3" 18' 13' -4" 14'-4" 5' -6" 4 2' -4 20' 13' -4" 14' -7" 5' -3" 4 2' -5 20' 14'-4" 15'-4" 4' -6" 5 2' -1" 20' 14'-4" 15' -7" 4' -3" 5 2' -1 /2" 20' 15' -4" 16'-4" 5' -6" 5 2' -3" *22' 15'-4" 16' -7" 5' -3" 5 2' -3 *22' 6' -4" 17'-4" 4' - 6 " 5 2' -5" *22' 16'-4" 17-7" 4' -3" 5 2' -5' /2" *22' 17' -4" 18'-4" 5' -6" 6 2'- 1 *24' 17'-4" 18' -7" 5' -3" 6 2' -2 *24' 18' -4" 19'-4" 4' -6" 6 2' -3 *24' 18'-4" 19' -7" 4' -3" 6 2'-4" *24' 19' -4" 20'-4" 5' -6" 6 2' -5 *26' 19' -4" 20' -7" 5' -3" 6 2'- 5 *26' 20' -4" 21' -4" 4' -6" 7 2' -2 /2" *26' 20'-4" 21' -7" 4' -3" 1 7 1 2 2 *26' Page CE -4 February 2011