Technical Specifications

42
Concrete & Masonry
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ST Foundation Anchors
ST1-TZ – For installation into concrete slab or poured stemwalls.
The ST1-TZ features a prebent base ange to assure proper anchoring
into concrete. For concrete/masonry installations, refer to the FA & ST Foundation
Anchors Technical Bulletin.
ST2-TZ – For installation into concrete slab, poured stemwalls or concrete/masonry.
The ST2-TZ features a prebent base ange to assure proper anchoring into concrete.
Materials: 18 gauge
Finish: G-185 galvanizing
Codes: See page 11 for Code Reference Key Chart
Installation:
Use all specied fasteners. See Product Notes, page 17.
Use a minimum of two anchors per mudsill. An anchor should always be within 12"
of the end of each mudsill section. Follow spacing guidelines in chart.
Do not rely on these anchors to secure concrete sections together between cold joints.
Spread sill anges to mudsill width prior to insertion into wet concrete (minimum
strength of 2,500 psi). Alternate installation is possible by inserting unbent anges
through 3/4" center hole pre-drilled in mudsill. Foundation anchors may also be
attached to mudsill and then inserted into wet concrete. When installing ST2-TZ into
concrete block, ll cells with grout with a minimum strength of 2,500 psi. Concrete
block edges may need to be beveled to facilitate installation.
For additional installation details and information on mudsill anchors refer to
ST Foundation Anchors Technical Bulletin.
ST2-TZ in masonry construction shall be installed in the core of the block and grouted
with concrete grout designed for that purpose. In no case, shall they be installed in a
mortar joint.
• Do not use in red clay brick.
Uplift F1 F2
Ref. No. Qty Type Qty Type 160% 160% 160%
ST1-TZ
MAB15,
MAB15Z
18 4 8d x 1-1/2 HDG 4 8d x 1-1/2 HDG 8-1/2" *5-1/2 825 565 745
ST2-TZ
MAB23,
MAB23Z
18 4 8d x 1-1/2 HDG 4 8d x 1-1/2 HDG 16-1/2" *5-1/2 825 565 745
1) Allowable loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.
2) Anchor spacing and design loads assume treated Douglas Fir-Larch with Fc perpendicular @ 625 psi; replaces
code prescribed 1/2" anchor bolt with standard washer, spaced 6 ft. on center.
3) If installed in the alternate configuration, the ST1-TZ shall be embedded 11" and ST2-TZ 16".
4)
NAILS:
*When a 2 x 8 mudsill is used for ST1-TZ or ST2-TZ, maximum spacing is 3 feet unless alternate installation is used.
New products or updated product information are designated in
blue font
.
130
Code
Ref.
Min.
Embed.
3
(E)
Max.
Spacing
2
(Feet)
DF/SP
Allowable Loads (Lbs.)
1
Corrosion
Finish
Plate
Size
Fastener Schedule
4
USP
Stock No.
2 x 4 - 6
Steel
Gauge
Mudsill
Top
Mudsill
Side
DO NOT install ST1-TZ and ST2-TZ
without pre-bending sill anges
in “Y” conguration
ST1-TZ ST2-TZ Alternate ST2-TZ installation with
3/4" center hole in mudsill
Alternate ST1-TZ installation
with 3/4" center hole
Typical ST1-TZ
installation in concrete
Spread sill anges to
sill width prior to
insertion into
wet concrete
Drill a 3/4" dia.
hole into sill plate
Drill a 3/4" dia. hole into
sill plate
Min
embed
8-1/2"
F2
F1
Uplift
10"
18"
Concrete & Masonry
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
E

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