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Required in Florida for installation in Class 4B soils to prevent anchor from slicing through laterally in the direction of the frame tie. Weighs almost 10 lb.Unit: EA
Prevents anchor from slicing through soil laterally in the direction of the frame tie. Black paint. Boxed.Unit: EA
Engineered for installations in light to medium density soils. 3/4 in rod, 7 in helix. Galvanized.Unit: EA
Frame tie with buckle for fast and easy installation with tie-down manufactured home anchors and slotted bolt.Unit: EA
For fast and safe installation of frame ties, heavy-duty 1/4 in steel hook locks securely onto frame. Certified galvanized steel strapping conforms to NCS BCS A225.1 (ANSI A119.3) and HUD...
For fast and safe installation of frame ties, heavy-duty 1/4 in steel hook locks securely onto frame. Certified galvanized steel strapping conforms to NCS BCS A225.1 (ANSI A119.3) and HUD specifications.Unit: EA
Engineered for installation in hard density soil. 3/4 in rod, twin 4 in helix.Unit: EA
Engineered for installation in light density soils. 5/8 in rod, 6 in helix.Unit: EA
Engineered for installation in medium dense coarse sands, sandy gravel, very stiff silts and clays. 3/4 in rod, 4 in and 6 in helix.Unit: EA
Designed to be bolted to an expansion sleeve in an existing concrete slab or footing with only a 5/8 in drilled hole for expansion anchor bolt. Concrete must be 2500 psi minimum slab with 4 in...
Designed to be bolted to an expansion sleeve in an existing concrete slab or footing with only a 5/8 in drilled hole for expansion anchor bolt. Concrete must be 2500 psi minimum slab with 4 in minimum thickness and 6/6 x 10/10 wire mesh or fiber mesh installed. Concrete slab must allow 4725 lb of vertical tension on anchor without lifting. This assumes that the concrete weighs 150 lb/cu-ft. Minimum distance from the anchor shaft to one edge of the slab is 4 in from one edge and 6 in from any...
Designed to be installed into concrete slab at the time the concrete is poured. Concrete must be a 2500 psi minimum slab. Concrete slab must allow 4725 lb of vertical tension on anchor without...
Designed to be installed into concrete slab at the time the concrete is poured. Concrete must be a 2500 psi minimum slab. Concrete slab must allow 4725 lb of vertical tension on anchor without lifting. This assumes that the concrete weighs 150 lb/cu-ft. Slab must be 8 in minimum thickness at location under any anchor to allow 5 in embedment of anchor J rod. Black color.Unit: EA