Use and Care Manual

100
Copyright © 2020 MiTek Industries, Inc. All Rights Reserved
Caps & Bases
Caps & Bases
MiTek
®
Product Catalog
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 MiTek’s WS structural wood screws offering high
uplift capacity.
KCCQ – Standard column cap
KECCQ – End column version
Materials: See chart
Finish: Primer
Options: See chart for Corrosion Finish Options and
Specialty Options on page 102.
Codes: IBC, FL, LA
Installation:
• Use all specied fasteners. See Product Notes, page 18.
• MiTek’s WS3 structural 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 post
to resist published loads.
Bearing
1
Uplift
2,8
Ref. No.
W1 W2 H L Qty Type Qty Type 100% 160%
KCCQ325-4 CCQ3-4SDS2.5 7 3-1/4 3-5/8 6-1/2 11 16 WS3 14 WS3 21485 7065
KCCQ325-6 CCQ3-6SDS2.5 7 3-1/4 5-1/2 6-1/2 11 16 WS3 14 WS3 21485 7065
KCCQ44 CCQ44SDS2.5 7 3-5/8 3-5/8 6-1/2 11 16 WS3 14 WS3 24065 7065
KCCQ45 -- 7 3-5/8 5-3/8 6-1/2 11 16 WS3 14 WS3 24065 7065
KCCQ46 CCQ46SDS2.5 7 3-5/8 5-1/2 6-1/2 11 16 WS3 14 WS3 24065 7065
KCCQ47 -- 7 3-5/8 7-1/8 6-1/2 11 16 WS3 14 WS3 24065 7065
KCCQ47X -- 7 3-5/8 7-1/8 6-1/2 13 16 WS3 14 WS3 28440 7065
KCCQ48 CCQ48SDS2.5 7 3-5/8 7-1/2 6-1/2 11 16 WS3 14 WS3 24065 7065
KCCQ525-4 CCQ5-4SDS2.5 3 5-1/4 3-5/8 8 13 16 WS3 14 WS3 41640 7065
KCCQ525-6 CCQ5-6SDS2.5 3 5-1/4 5-1/2 8 13 16 WS3 14 WS3 41640 7065
KCCQ525-8 CCQ5-8SDS2.5 3 5-1/4 7-1/2 8 13 16 WS3 14 WS3 41640 7065
KCCQ57 -- 7 5-3/8 7-1/8 6-1/2 11 16 WS3 14 WS3 36095 7065
KCCQ64 CCQ64SDS2.5 7 5-1/2 3-5/8 6-1/2 11 16 WS3 14 WS3 37815 7065
KCCQ66 CCQ66SDS2.5 7 5-1/2 5-1/2 6-1/2 11 16 WS3 14 WS3 37815 7065
KCCQ67X CCQ6-7.13SDS2.5 7 5-1/2 7-1/8 6-1/2 11 16 WS3 14 WS3 37815 7065
KCCQ68 CCQ68SDS2.5 7 5-1/2 7-1/2 6-1/2 11 16 WS3 14 WS3 37815 7065
KCCQ74 CCQ74SDS2.5 3 6-7/8 3-5/8 6-1/2 11 16 WS3 14 WS3 46405 7065
KCCQ76 CCQ76SDS2.5 3 6-7/8 5-1/2 6-1/2 11 16 WS3 14 WS3 46405 7065
KCCQ77 CCQ77SDS2.5 3 6-7/8 6-7/8 6-1/2 11 16 WS3 14 WS3 46405 7065
KCCQ78 CCQ78SDS2.5 3 6-7/8 7-1/2 6-1/2 11 16 WS3 14 WS3 46405 7065
1
)
Bearin
g
loads are based on 625
p
si
p
er
p
endicular to
g
rain loadin
g
; no further increase for duration of load is
p
ermitted.
2
)
U
p
lift loads have been increased 60% for wind or seismic loads; no further increase shall be
p
ermitted.
3
)
Allowable loads are based on lumber with a s
p
ecific
g
ravit
y
of 0.50 and a moisture content of 19% or less.
4
)
WS3 structural wood screws are 1/4" dia. x 3" lon
g
and are included with KCCQ and KECCQ column ca
p
s.
5
)
Beams shall be desi
g
ned to su
pp
ort the re
q
uired loads. Beam shear ma
y
limit loads to less than listed loads for device.
6
)
The desi
g
ner shall check
p
ost for re
q
uired loads.
7
)
S
p
liced conditions must be detailed b
y
the s
p
ecifier to transfer tension loads between s
p
liced members b
y
means other than the column ca
p
.
8
)
U
p
lift loads do no a
pp
l
y
to s
p
lice conditions.
New
p
roducts or u
p
dated
p
roduct information are desi
g
nated in blue font.
Dimensions (in)
Fastener Schedule
4
DF/SP
Allowable Loads
(Lbs.)
3
Corrosion Finish
Beam
Column
or Post
IBC,
FL,
LA
MiTek USP
Stock No.
Steel
Gauge
Code
Ref.
Center Column Caps
Continued on next page
Typical KECCQ44
end cap installation
Typical KCCQ44
center cap installation
KECCQ44
KCCQ44
H
L
W1
W2
H
L
W1
W2
Corrosion Finish
Stainless Steel Gold Coat
HDG Triple Zinc
Corrosion Finish Stainless Steel Gold Coat HDG Triple Zinc
Corrosion
Finish
Stainless Steel
Gold Coat
HDG
Triple Zinc