Use and Care Manual

Caps & Bases
103
Copyright © 2020 MiTek Industries, Inc. All Rights Reserved
Caps & Bases
MiTek
®
Product Catalog
KCC / KECC Column Caps
KCC – Standard column cap.
KECC – End column version.
Materials: See chart
Finish: Primer
Options: See chart for Corrosion Finish Options.
See page 105 for Specialty Options. All nominal lumber
sizes are available for rough/full size lumber.
Codes: IBC, FL, LA
Installation:
• Use all specied fasteners. See Product Notes, page 18.
• Bolt holes should be a minimum of 1/32" to a maximum
of 1/16" larger than the bolt diameter.
• 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 and beam to resist published loads.
Typical KCC
center cap installation
Typical KECC44
end cap installation
KCC KECC44
Bearing
1
Uplift
2,8
Ref. No. W1 W2 H
L Beam
100% 160%
KCC325-4 CC31/4-4 7 3-1/4 3-5/8 6-1/2 11 (4) 5/8 (2) 5/8 21485 3505
KCC325-6 CC31/4-6 7 3-1/4 5-1/2 6-1/2 11 (4) 5/8 (2) 5/8 21485 3505
KCC44 CC44 7 3-5/8 3-5/8 4 7 (2) 5/8 (2) 5/8 15315 3920
KCC45 -- 7 3-5/8 5-3/8 6-1/2 11 (4) 5/8 (2) 5/8 24065 3920
KCC46 CC46 7 3-5/8 5-1/2 6-1/2 11 (4) 5/8 (2) 5/8 24065 3920
KCC47 -- 7 3-5/8 7-1/8 6-1/2 11 (4) 5/8 (2) 5/8 24065 3920
KCC48 CC48 7 3-5/8 7-1/2 6-1/2 11 (4) 5/8 (2) 5/8 24065 3920
KCC525-4 CC51/4-4 3 5-1/4 3-5/8 8 13 (4) 3/4 (2) 3/4 41640 8155
KCC525-6 CC51/4-6 3 5-1/4 5-1/2 8 13 (4) 3/4 (2) 3/4 41640 8155
KCC525-8 CC51/4-8 3 5-1/4 7-1/2 8 13 (4) 3/4 (2) 3/4 41640 8155
KCC57 CC6-71/8 7 5-3/8 7-1/8 6-1/2 11 (4) 5/8 (2) 5/8 36095 4210
KCC64 CC64 7 5-1/2 3-5/8 6-1/2 11 (4) 5/8 (2) 5/8 37815 4210
KCC66 CC66 7 5-1/2 5-1/2 6-1/2 11 (4) 5/8 (2) 5/8 37815 4210
KCC68 CC68 7 5-1/2 7-1/2 6-1/2 11 (4) 5/8 (2) 5/8 37815 4210
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
)
All bolts shall meet or exceed the s
p
ecifications of ASTM A 307.
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 not 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.
IBC,
FL,
LA
Dimensions (in)
Fastener
Schedule
4
Corrosion Finish
Center Column Caps
MiTek USP
Stock No.
DF/SP
Allowable Loads (Lbs.)
3
Steel
Gauge
Column
or Post
Code
Ref.
2-1/2"
1-1/2"
3"
1-1/4"
4"
W1
W2
H
L
W2
2-1/2"
1-1/2"
1-1/4"
3"
4"
3"
H
L
W1
Continued on next page
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