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pb-2011-00132_0002.jpg Wick Buildings Reference Manual /� / / Material Specifications Gable Pitch Buildings z. ' �� �� ���� „3'_1v�'��.����������y�.n�'�R`v - r t� p�.��y'+�� + a ��`,f , � $i �'�} p 'b�it i C � , y F �1 L� ; "��} 3'+' �3�� �O Y.t r r �'cs, �, f ��T .,'; • Other 1' -0" increments up to 12'. Check Spacing pages RC -1 — RC -3 in Roof Construction • 9' on center bays. section for truss requirements. Footings . Other poured sizes to be code compliant. . 24' — 60' span = 3' /2” x 14" precast concrete. Refer to Footing Size Design, Page FD -8 • 63' — 90' span = 6" x 18" poured concrete. Builder to provide with material in Foundation section. only buildings. Sidewall Columns • Larger sizes. • All CCA treated to .6# ft see chart on next a e . • Solid sawn columns. Endwall Columns • Larger sizes. • 24' — 90' span = 3 ply 2x6 standard laminated column. • Solid sawn columns. Treated Uplift Anchors . 1 /2" rebar and 80# Ready- Crete. Two treated blocks per column. Treated Plank N/A • 2x8 S4S #I SYP AWPA treated for ground contact Girts M -23 SYP • 2x6 1650 MSR SPF • RLC -F, SLC -I and others. Refer to Roof Trusses Construction section or Technical Sales • SLC -F. for designs. Truss -to- Column Connection . Two (2) 3 /4" bolts versus 1 /2" standard. . Two 2 1 /2" bolts w/ eight 8 16d nails. Truss center - notched into column. Beveled Purlin N/A 4 • 2x6 beveled eave purlin. • 2x4 at other centers. Purlins • 2x4 using other species. • All 2x4 MSR 1650 (SPF) purlins @ 24" on center. • 2x6 dropped between trusses. Corner Bracing • 0- Option to add on 8' and 9' ICH's. • -- 2x4 corner braces none required on 8'or9'interior clear hei hts . • Convert to M's. Knee Bracing (Refer to bracing note on previous page.) • Option to add 2x6 @ 45 ° . • None required. Lower Chord Stabilizers N/A 2x4, Wind Bracing (roof line) •Option to add on 24', 27', 30' and 36' • 2x4 wind braces (None required on 24', 27', 30', and 36' spans.) (Refer to spans. drawin q on next pa ge. • Option to increase to heavier bracing, Wick Panel (steel) • Roof and sides 29 gauge steel grade E, G -90 galvanized, 1 -1/2 mil Ceram - A -Star siliconized polyester paint system. One -piece metal roofing panels, up to 36' max. length. (i.e., 66' span with a 12" overhang.) • 29 gauge Acrylume All one -piece metal roofing panels and sidewall panels are fastened with 1" • Wood sidings and shingled roof, #9 Woodgrip screws. All metal roofing panels which are two -piece and greater are fastened with 1 -1/2" Woodgrip screws. Screw lengths are adjusted accordingly for panels placed over insulation. Slide Doors 42WD wood frame (with or without 5'x5' • Steel frame, tempered lass. 4" added to the nominal ICH to provide for optional concrete flooring. N/A Spans . Any size above, below or in between. • 24' 27' 30' 36' 40' 42' 45' 48' 51' 54` 60' 63' 66' 69' 72' 81' 90' Pitc • Higher or lower, including attic trusses. 3/1 3.5/12 4/12 ICH . •� 8'4", 9' -4 ", 10' -4 ", 11' -4", 12' -4 ", 13' -4", 14' -4 ", 15' -4" 16'-4', 17' -4 ", 18'-4 ", • Other 1' increments. 19'-4 20`-4" Length . • Adjustable length by bay size to required • Standard is a 72' base. length. Page CE -3 February 2011