Manualshelf

Use and Care Manual

ManualsBrandsMiTek ManualsBuilding Hardware2 in. x 2 in. x 6 in. G185 12-Gauge Angle
61626364656667686970
Holdowns
69
Copyright © 2020 MiTek Industries, Inc. All Rights Reserved
Holdowns
MiTek
®
Product Catalog
TD / TDX Holdowns
Ref. No. W H D BH CL Qty Dia. 160% Δ (in)
8
1-1/2" 2405
0.122
6
3" 4040
0.140
6
3-1/2" 4040
0.140
6
5-1/2" 4040
0.140
6
1-1/2" 4600
0.095
6
3" 8195
0.125
6
3-1/2" 9420
0.139
6
5-1/2" 10510
0.152
6
3" 9330
0.146
6
3-1/2" 10715
0.160
6
4-1/2" 13370
0.169
6
5-1/2" 13500
0.170
6
3" 12070
0.132
6
3-1/2" 13960
0.142
6
4-1/2" 16550
0.185
6
5-1/2" 16550
0.185
6
3" 14505
0.167
6
3-1/2" 16845
0.178
6
4-1/2" 20710
0.155
6
5-1/2" 20390
0.153
6
1-1/2" 1920
0.150
6
3" 3295
0.169
6
3-1/2" 3295
0.169
6
5-1/2" 3295
0.169
6
1-1/2" 2340
0.079
6
3" 4515
0.151
6
3-1/2" 4530
0.151
6
4-1/2" 4530
0.151
6
1-1/2" 2835
0.093
6
3" 5350
0.128
6
3-1/2" 5805
0.138
6
4-1/2" 5805
0.138
6
1-1/2" 4160
0.060
6
3" 7870
0.132
6
3-1/2" 9125
0.172
6
4-1/2" 9125
0.172
6
3" 10140
0.128
6
3-1/2" 10570
0.137
6
4-1/2" 10570
0.137
6
5-1/2" 10570
0.137
6
3" 11995
0.117
6
3-1/2" 13895
0.146
6
4-1/2" 15015
0.166
6
5-1/2" 15015
0.166
6
1
)
Allowable loads shown are for sin
g
le shear connections and ma
y
be doubled for back-to-back installations. The desi
g
ner must verif
y
p
ost
and anchor bolt ca
p
acities.
2
)
Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be
p
ermitted.
3
)
The desi
g
ner must s
p
ecif
y
stud or
p
ost to resist
p
ublished load values.
4
)
The desi
g
ner must s
p
ecif
y
anchor bolt t
yp
e, len
g
th, and embedment.
5
)
TD models - install TD holdown raised off of bottom
p
late if the BH dimension is less than end distance dimension.
6
)
Deflections are derived from static, monotonic load tests of devices connected to DF wood members and consider both the deflection of
the holdown and cross
g
rain crushin
g
of the wood
p
ost.
7
)
The desi
g
ner shall consider the effect of com
p
ression, bearin
g
, tension, and combined bendin
g
due to device eccentricit
y
when a
pp
licable.
8
)
The TD/TDX ma
y
be elevated off the sill which ma
y
increase deflection. Reference
p
a
g
e 72 for more information.
6-1/8
7
1-1/4
3-3/8
4-1/8
4-1/8
4-1/4
4-1/2
6
6-1/8
6-1/8
IBC,
FL
1 17
3/4
7/8
7/8
7/8
3/4
7/8
7/8
7/8
5-1/4
6-1/8
6-1/8
6-1/8
17
6-1/8
4-1/2
7/8
17
1
IBC,
FL,
LA
3-3/8
3-1/2 20-1/2 3-5/8
2
2
2
2
2-1/8
3-1/2 14-5/8 3-3/4
3-1/2 18-1/8 3-3/4
2-1/2 9-3/8 3-7/8
3-1/2 11-1/8 3-3/4
4-3/8
5/8
7
1-1/8
1-1/8
1-1/4
1-1/8
3
4
3
4
5
2
2
2
4
3/42-1/83-3/4
12
10
7
7
2-1/16 8-1/8 2-3/4
7
1-1/2 5/8
2-1/83-1/2 25
3-1/2 20-1/2 4-1/4 2-1/8
32
33
3
3
3
TDX14
--
--
--
HD19
--
--
HD12
HD3B
HD5B
HD7B
HD9B
TDX2-TZ
TDX5
TDX6
TDX8
TDX10
TD5
TD7
3
TD9
TD12
TD15
MiTek USP
Stock No.
Steel
Gauge
Bolts
Anchor
Bolt
Dia.
Code
Ref.
DF/SP
Allowable Tension
Loads (Lbs.)
1,2,3
Length
of Bolt
in Vertical
Member
Dimensions (in)
Fastener Schedule
4
Min.
Required
Bolt End
Distance
5
5-1/43/46-3/8
3-3/8 11-7/8 3-5/8 2-1/8
16-1/2 4-1/4 2-1/8
7
IBC,
FL,
LA
Corrosion
Finish
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