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pb-2011-00260_0004.jpg Wick Buildings Reference Manual - _ Material Specifications Component Specification (Post -in- Ground Column) Gable Truss Loadings are dependent on Truss We specified and bay spacing 2x4 Pudins @ 24' o.c. 2x6 Beveled / Eave Purlin �1 2x4 Lower Chord Stabilizers 1 zz p Column m Q 2x6 Girts E (See chart for number & spacing) 2x8 Treated Plank Optional 4' Concrete Floor 1 W -0' mark F A = Interior Clear height (ICH) ** 12° Heel on spans 36' and under B = Eave height (fop of truss) 15' Heel on spans over 36 Q C = Hole depth (Including footing) D = Girt spacing E = Column length denotes spliced column) ans less tF W.0r ualI0 ---j 'i" 12" heel a th S `ans- reaterthan 6'= <1'Sf',heel de th _ :. ?3„ �ikri�S .• $ `� rt ;-' � (�krof D � -. ; � CH 1 . ,, �.... tC , - ���ofr �'�it� � �� - 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" 3 1'- 10'/4" 14' 8' -4" 9' -7" 4' -3" 3 1' -11" 14' 9' -4" 10'-4" 5' -6" 3 2' -1 16' 9' -4" 10' -7" 5' -3" 3 2' -2" 16' 10' -4" 11' -4" 4' -6" 3 2' - 4 1 /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 /z" 18' k 12' -4" 13' -4" 4' -6" 4 2' -2 18' 12' -4" 13' -7" 4' -3" 4 Z' -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 20' 15' -4" 16'-4" 5' -6" 5 2' -3" *22' 15' -4" 16' -7" 5' -3" 5 2' -3 *22' 16' -4" 17'-4" 4' -6" 5 2' -5" *22' 16'-4" 17' -7" 4' -3" 5 2' -5 *22' 17' -4" 18'-4" 5' -6" 6 1 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 *26' 20' -4" 21' -4" 4' -6" 7 2' -2 *26' 20' -4" 21' -7" 4' -3" 7 2'- 2 *26' Page CE -4 February 2011