Technical Specifications

77
Caps & Bases
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KLCC Lally Column Caps
Girder
Ref. No. W H L Qty Qty Type
KLCC45-35 LCC4.5-3.5 12 4-5/8 4 11-1/2 Triple 2x10/12 8 16d 3-1/2 16000 16000 -- --
KLCC45-4 LCC4.5-4 12 4-5/8 4 11-1/2 Triple 2x10/12 8 16d 4 21000 21000 -- --
KLCC6-35 LCC6-3.5 12 6-1/8 4 11-1/2 Quad 2x10/12 8 16d 3-1/2 16000 16000 -- --
KLCC6-4 LCC6-4 12 6-1/8 4 11-1/2 Quad 2x10/12 8 16d 4 21000 21000 -- --
KLCC35-35 LCC3.5-3.5 12 3-5/8 4 11-1/2 3.5 LVL / PSL 8 16d 3-1/2 -- -- -- -- 16000
KLCC35-4 LCC3.5-4 12 3-5/8 4 11-1/2 3.5 LVL / PSL 8 16d 4 -- -- -- -- 21000
KLCC525-35 LCC5.25-3.5 12 5-3/8 4 11-1/2 5.25 LVL / PSL 8 16d 3-1/2 -- -- -- -- 16000
KLCC525-4 LCC5.25-4 12 5-3/8 4 11-1/2 5.25 LVL / PSL 8 16d 4 -- -- -- -- 21000
KLCC7-35 LCC7-3.5 12 7-1/8 4 11-1/2 7 LVL / PSL 8 16d 3-1/2 -- -- -- -- 16000
KLCC7-4 LCC7-4 12 7-1/8 4 11-1/2 7 LVL / PSL 8 16d 4 -- -- -- -- 21000
1) Loads may not be increased for short-term loading.
2) Loads are for a continuous beam.
3) Allowable loads are determined using the lowest of the bearing loads. Use Fc equal to 335 psi for SPF, 625 psi for DF and 650 psi for LVL/PSL, or the lally column capacity.
4) Spliced conditions must be detailed by the designer to transfer tension loads between spliced members by means other than the lally column. The splice condition
load is 6750 lbs. per beam side and the lally cap must be evenly loaded.
5) Minimum nail embedment shall be 1-5/8" for 16d nails.
6)
NAILS:
16d nails are 0.162" dia. x 3-1/2" long.
USP
Stock No.
Steel
Gauge
Dimensions (in)
DF/SP
Allowable
Loads (Lbs.)
1,2,3,4
S-P-F
Allowable
Loads (Lbs.)
1,2,3,4
130
Column
Outside
Dia. (in)
Fastener Schedule
Nails
5,6
Code
Ref.
LVL / PSL
Allowable
Loads (Lbs.)
1,2,3,4
KCCQ / KECCQ Column Caps
Designed to be installed without the need to drill bolt
holes, simplifying installation and maintaining the
wood cross section. Installs with WS Wood Screws
offering high uplift capacity.
KCCQ – Standard column cap
KECCQ – End column version
Materials: See chart
Finish: USP primer
Options: See chart for Corrosion Finish Options and
Specialty Options on page 79.
Codes: See page 11 for Code Reference Chart
Installation:
• Use all specied fasteners. See Product Notes, page 17.
• WS3 Wood Screws, 1/4" dia. x 3" long, are supplied with
Column Caps.
• Beams shall be designed to support the required loads.
Beam shear may limit loads to less than listed loads for
device. A design professional shall determine the
adequacy of the stud to resist published loads.
Typical KECCQ44
end cap installation
Typical KCCQ44
center cap installation
KECCQ44
Lally Column Caps connect lally columns to wood beams.
Fits 3-1/2" and 4" diameter lally columns.
Materials: 12 gauge
Finish: USP primer
Codes: See page 11 for Code Reference Chart
Installation:
• Use all specied fasteners. See Product Notes, page 17.
• Fit KLCC onto lally column. Position wood beam in KLCC
saddle and fasten.
Typical KLCC installation KLCC
KCCQ44
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Caps & Bases