Cold-Formed Steel: S/PAHD & S/HPAHD Strap Tie Holdowns

A variety of steel-to-concrete connectors that satisfy engineering and code requirements. Allowable loads include a tested three-times safety factor in concrete with a one-piece design and no separate anchors required.

Material: S/HPAHD, HPAHD – 118mil (10 ga) x 2 1/16";
S/PAHD – 97 mil (12 ga) x 2 1/16".

Finish: Galvanized; see Corrosion Information.

Installation:

Use all specified fasteners.
Unless otherwise noted, do NOT install where:
(a) a horizontal cold joint exists within the embedment depth between the slab and foundation wall or footing beneath, unless provisions are made to transfer the load, or the slab is designed to resist the load imposed by the anchor; or
(b) slabs are poured over concrete block foundation walls.
To get the full table load, the minimum center-to-center spacing is twice the embedment depth when resisting tension loads at the same time.
FOUNDATION CORNERS: Screw quantities have been reduced when the load is limited by tested concrete pullout strength. Additional screw holes need not be filled.

Features: Designed to be installed at the edge of concrete. Tests determined the pullout strength with one horizontal #4 rebar in the shear cone. Install before concrete pour with a StrapMate®, or other holding device. Pre-bent to control the embedment at the required angle; field-bending is not necessary. Installation holes allow nailing to the form, resulting in 1" deeper embedment; see illustration.

Options: See also S/HDU Holdowns, S/LTT, S/HTT and HTT Tension Ties.

S/HPAHD22 may be embedded 4" into the slab and 6" into the 8" stemwall beneath for a maximum load of 2810 lbs. at 8" minimum from the closest corner, and 1400 lbs. at 1/2" from the closest corner. See Installation 4.
Calculate the loads using straight line interpolation for corner distances between 1/2" and 8".
Loads are based on CFS members having a minimum thickness of 33 mil (20 ga).
Not all fastener holes need to be filled as additional fastener holes provided. Install fasteners symmetrically.
Strap may be bent one full cycle. (Bent horizontal 90° then bent vertical.) Bending the strap to aid wall placement may cause spalling behind the strap. Any portion of the strap exposed should be protected against corrosive conditions with industry standard practices.

Download the Simpson AutoCad Menu, which allows you to insert Ortho views directly into your AutoCAD drawing.

	ORTHOGRAPHIC	PERSPECTIVE
S/HPAHD	None for this model	S/HPAHD View 1: DWG \| DXF S/HPAHD View 2: DWG \| DXF S/HPAHD View 3: DWG \| DXF S/HPAHD View 4: DWG \| DXF
S/HPAHD22	None for this model	None for this model
S/HPAHD22-2P	None for this model	None for this model
S/PAHD	None for this model	None for this model
S/PAHD42	None for this model	None for this model

					Legacy Reports
	IAPMO ES ER	ICC-ES ESR	CITY OF LOS ANGELES	STATE OF FLORIDA	ICC-ES NER	ICC-ES ER	ICC-ES ES
S/HPAHD	No code listing: Please contact us for test data.
S/HPAHD22						ER-5275
S/HPAHD22-2P	No code listing: Please contact us for test data.
S/PAHD	No code listing: Please contact us for test data.
S/PAHD42						ER-5275