Use and Care Manual

55
Concrete & Masonry
Copyright © 2020 MiTek Industries, Inc. All Rights Reserved
Concrete & Masonry
MiTek
®
Product Catalog
For installation into concrete slabs. The FA3 features a split ange
for nailing to both mudsill and stud for greater framing versatility.
Materials: 16 gauge
Finish: G90 galvanizing
Options: See chart for Corrosion Finish Options
Codes: See chart for code references
Installation:
• Use all specied fasteners. See Product Notes, page 18.
• Use a minimum of two anchors per mudsill. An anchor should
always be within 12" of the end of each mudsill section.
• Do not rely on these anchors to secure concrete sections
together between cold joints.
• Insert into wet concrete (minimum strength of 2,500 psi).
Place mudsill after concrete cures. Secure anges to sill
(and stud, if applicable), bending anges as needed to
achieve a tight t. Fasten as directed in chart.
• Do not use in red clay brick.
• For installation in severe corrosion environments, see
Corrosion Information on pages 11-16.
FA Foundation Anchor
Stud
Qty Type Concrete
6
Uncracked 1350 750 1015
Cracked 945 525 710
Uncracked 1350 750 1015
Cracked 945 525 710
Uncracked -- 515 --
Cracked -- 475 --
Uncracked 1120 550 890
Cracked 830 460 625
Uncracked 1120 550 890
Cracked 830 460 625
Uncracked -- 515 --
Cracked -- 405 --
1
)
Predrilled holes are not re
q
uired.
2) Allowable Stress Design (ASD) values have been adjusted for a load duration factor, C
D
, of 1.6 corresponding to a ten-minute
load duration
(
i.e. wind or earth
q
uake loadin
g)
in accordance with the NDS. The ASD loads do not a
pp
l
y
to loads of other durations.
3
)
FA3 ca
p
acities are based on usin
g
a sin
g
le-
p
l
y
2x sill
p
late.
4
)
Allowable loads are based on a minimum stemwall thickness of 6", minimum distance from the end of the concrete
wall of 4" and minimum anchor s
p
acin
g
of 8".
5
)
U
p
lift deformation based on wood connection stren
g
th.
6
)
Minimum concrete stren
g
th f'c = 2,500
p
si.
7
)
NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" lon
g
.
Min
Stemwall
Thickness
(in)
Uplift
160%
F1
160%
F2
160%
Corrosion Finish
DF/SP
Allowable Loads (Lbs.)
2,3,4
Sill Plate
Fastener Schedule
1,7
Side
Qty
Top
Qty
--
10d x 1-1/2 6
Standard
Standard
--
FA3 -- 16 2
Single
3x
ASCE Seismic Design C-F
Standard
IBC,
FL,
LA
2 4 --
2 4 --
One-Tab-Up
Standard
Single
3x
--
22
Plate
Size
Single
2x
10d x 1-1/2 6
10d x 1-1/2 6
Wind and ASCE Seismic Design A & B
Steel
Ga.
2
MiTek
Stock No.
16 FA3
Installation
Type
Code
Ref.
Ref.
No.
IBC,
FL,
LA
6
Single
2x
2 4 -- 10d x 1-1/2
2
One-Tab-Up
4
--
22
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
Typical FA3 form board
installation
Alternate FA3
installation
Typical FA3 standard
installation in concrete
4" min.
embed
FA3
1"
5-3/4"
4-5/8"
1-1/2"
Embossed lines provide
guide for matching to
edge of form board
Typical FA3 one-tab-up
installation
F1
F1
F3
F2
Uplift