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Slick Buildings Reference Manual '' ' i Material Specifications
Component Specification (Post -in- Ground Column)
Gable Titus
Loadings are dependent on
Truss Styie specified and bay spacing
2x4 Puffins @ 24' o.c.
2x8 Beveled
Eave Purlin 2x4 Lower Chord
S<ebil'¢ers
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A COIYM
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2x8 Guts
E (See chart for
number & spacing)
2x8 Treated Plank Optlonal 4' Concrete Floor
A = Interior Clear height (ICH) ** 12' Heel on spans 36' and under
B = Eave height (Top of truss) 15' Heel on spans over 36'
C = Hole depth (including footing)
D = Girt spacing.
E = Column length
`� (* denotes spliced column)
ans les an. ua e e h :. San :r. .. a er,
rr. C
-
Note —Number of rows and standard girt spacing maybe Note N� of rows and standard girt spacing may be affected
affected by such items as overhangs,•insuiation, wainscoting, by such ltems as pverhangs; insulation, wainscotirig, eave liter,
eave Res, etc. etc.
8' -4" 9 1 4' -6" 3 1'- 10 14 8'- 9' - 4' - 3 1' -11" 14'
9'-4" 10 5' -6" 3 2 ..1 16' 9'-4" 10' -7. 5' -3" 3 2' -2" 16'
0' 4" 11'-4" 4' -6" 3 2' -4 16' 10' -4" 11' -7" ' 4'-3" 3 2' -5" 16'
11' - 4" 12 5' - 4 2' -0 18' 11' -4" 12' -7" 5' -3 4 Z-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' -l" 20' 14'-4" 15' -7" 4` -3" 5 2' -1 /z" 20'
15 16 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 1 *22'
17' 18' 5' - 6" 6 2' 1 *24' 1T 18' - 7" 5' - 3 „ 6 2' - 2 1 /4" *24'
19`-4" 4' -6" 6 2' -3 *24' 18'-4" 19' -7" 4' -3" 6 2'-4" *24'.
19' -4 "' '20 5' -6" • 6 2' -5/V' *26' 19' -4 ", 20' -7 5' -3" 6 2'- 5 *26'
20' -4" Z1' 4" 4' -6" 20'-4" 21' -7" 4' -3" 7 2'- 2 *26'
Page CE-4 February 2011
i
Wick Buildings Reference Manual Material Specifications
Gable Pitched Buildings
PAN ON
• Other 1' -0" increments up to 12'. Check
SpaFing .� pages RC -1 — RC -3 in Roof Construction
• on center bays. section for truss requirements.
Footings, • Other poured sizes to be code compliant.
A9'24' — 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 page). Solid sawn columns.
_ Endwall Columns Larger sizes.
. 24'— 90' s an = 3 ply 2x6 standard laminated column. Solid sawn columns.
Treated .Uplift Anchors . ' /z" rebar and 80# Ready Crete.
Two treated blocks per column.
Treated Plank N/A
2x8 S4S #1 SYP AWPA treated for ground contact
Girts M -23 SYP
• 2x6 1650 MSR SPF
Trusses RLC -F, SLC -I and others. Refer to Roof
�. �� ®� Construction section or Technical Sales
�_.
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/q
�— 2x6 beveled eave purlin.
• 2x4 at other centers.
Puriins • 2x4 using other species.
All 2x4 MSR 1650 (SPF) purlins @ 24" on center. . 2x6 dropped between trusses.
Corner Bracing + Option to add on 8' and 9' ICH's.
2x4 corner braces none required on 8'or 9'interior clear hei hts . • Convert to 2x6 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 [in ����� •Option to add on 24', 27', 30' and 36'
L 2x4 wind braces onexequired on 24' ,ZT, 30', and 36' spans.) (Refer to spans.
drawlnq on next pace.) 0 tion to increase to heavier bracing.
Wick Panel (steel)
• Roof and sides 29 gauge steel grade E, G -90 galvanized, 1 -1/2 mil Ceram-
L__ 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 accordinqly for p anels placed over insulation.
D wood frame (with or without 5'x5'
Slide Doors 42W
10 • Steel frame, tempered lass,
4" added to the nominal ICH to provide for optional concrete flooring. N/A
Spa Any size above, below or in between.
• 2 4V27', 30', 36', 40, 42' 4 5', 48' 51' 54', 60' 63', 66', 69, 72', 81' 90
Pi • 3 12 ' .5 iZ 4/12 Higher or lower, incldding attic trusses.
I
• 8' 4' ", 9' 4" 0' 4" } 1'-4 ", 12'1i ', 13' -4 ", 14' -4 ', 15' -4 " 16'-4',17'-4 18' -4 ' • Other 1 increments.
Length . • Adjustable length by bay size to required
• Standard is a 72' base. len th,
Page CE -3 February 2011
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