RAWL PFM1411100
MFG #PFM1411100
UPC #07535230494
SKU #4355411
200 in Stock
Special Order Item. Minimum purchase may be required.
More available 03/07/2026
$0.80/EA
Product description
RAWL PFM1411100 SCREWBOLT SCREW ANCHOR 1/4IN X 3IN
DeWALT® Screw-Bolt+™ Screw Anchor, High Performance, 1/4 in Diameter, 3 in Overall Length, Hex Head Drive, Steel, 1 in Minimum Embedment Depth, 1/4 in Drill, Zinc Plated, Applicable Materials: Normal Weight Concrete/Sand Lightweight Concrete/Concrete Over Steel Deck/Concrete Masonry/Solid Clay Brick, 7/16 in Head, 2 in Maximum Work Thickness, 1600/1755/1910/2080 lb Shear Strength, 1325/1400/1530/1725 lb Tensile Strength
DeWALT® Screw-Bolt+™ Screw Anchor, High Performance, 1/4 in Diameter, 3 in Overall Length, Hex Head Drive, Steel, 1 in Minimum Embedment Depth, 1/4 in Drill, Zinc Plated, Applicable Materials: Normal Weight Concrete/Sand Lightweight Concrete/Concrete Over Steel Deck/Concrete Masonry/Solid Clay Brick, 7/16 in Head, 2 in Maximum Work Thickness, 1600/1755/1910/2080 lb Shear Strength, 1325/1400/1530/1725 lb Tensile Strength
- Specification Sheet
- ANCHOR SCR 1/4IN 3IN HEX STL 1IN 1/4IN
- ICC-ES ESR-3889|ICC-ES ESR-4042|2015 IBC|2015 IRC|2012 IBC|2012 IRC|2009 IBC|2009 IRC|ACI 355.2|ICC-ES AC193
- Racking, Shelving and Material Handling, Support Ledgers and Sill Plate Attachments, Temporary Attachments, Glazing and Window Attachments, Retrofits, Repairs and Maintenance, Fencing and Railing, Seismic and Wind Applications
- DeWALT Screw-Bolt+ Screw Anchor, High Performance, 1/4 in Diameter, 3 in Overall Length, Hex Head Drive, Steel, 1 in Minimum Embedment Depth, 1/4 in Drill, Zinc Plated, Applicable Materials: Normal Weight Concrete/Sand Lightweight Concrete/Concrete Over Steel Deck/Concrete Masonry/Solid Clay Brick, 7/16 in Head, 2 in Maximum Work Thickness, 1600/1755/1910/2080 lb Shear Strength, 1325/1400/1530/1725 lb Tensile Strength
- Brand: Powers Fasteners (Rawlplug)Country of Origin: TWStandard: ICC-ES ESR-3889|ICC-ES ESR-4042|2015 IBC|2015 IRC|2012 IBC|2012 IRC|2009 IBC|2009 IRC|ACI 355.2|ICC-ES AC193