
PA/HPA Purlin Anchors
Cold-Formed Steel-to-concrete and concrete block connectors that satisfy code requirements.
The PA's Dual Embedment Line allows installation in concrete or concrete block.
Material: See table.
Finish: Galvanized. PA’s available HDG or ZMAX®. See Corrosion Information.
Installation:
CONCRETE BLOCK WALLS - The masonry embedment line on PA allows for 4" of
grout embedment in a standard 8" concrete masonry unit. The minimum wall
specifications are:
One #4 vertical rebar, 32" long, 16" each side of anchor;
Two courses of grout filled block above and below the anchor (no cold joints allowed);
A horizontal bond beam with two #4 rebars, 40" long, a maximum of two courses above or below the anchor.
All cells grouted with 2000 psi 3/8" aggregate grout. Grout shall be vibrated per the Code. Rebar quantities, sizes and lengths are minimum requirements and may be increased per any additional wall design requirements.
Options: See S/LTT and S/HTT Tension Ties.
Codes: See Code Reports.
The UBC Section 1633.2.8 and IBC 1620.2.1 state:
. . . Diaphragm to wall anchorage using embedded straps shall have the straps
attached to or hooked around the reinforcing steel, or otherwise terminated to
effectively transfer forces to the reinforcing steel.

| Legacy Reports | |||||||
| IAPMO ES ER | ICC-ES ESR | CITY OF LOS ANGELES | STATE OF FLORIDA | ICC-ES NER | ICC-ES ER | ICC-ES ES | |
| HPA | See specific model numbers for code listings. | ||||||
| HPA28 | FL474 / FL9601 | NER-393 | ER-5708 | ||||
| HPA35 | FL474 / FL9601 | NER-393 | ER-5708 | ||||
| PA | See specific model numbers for code listings. | ||||||
| PA18 | FL474 / FL9601 | NER-393 | ER-5708 | ||||
| PA23 | FL474 / FL9601 | NER-393 | ER-5708 | ||||
| PA28 | FL474 / FL9601 | NER-393 | ER-5708 | ||||
| PA35 | FL474 / FL9601 | NER-393 | ER-5708 | ||||
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