This product's information may differ depending on the category of use. You are currently viewing details related to Holdowns and Tension Ties. You can also view product information related to the category: Purlin Anchors
PA/HPA purlin anchors offer solutions for CFS to concrete and concrete block connections which satisfy code requirements. The PA's dual embedment line allows installation in concrete or concrete block.
Edge Distance: Minimum concrete edge distance is 5". Minimum concrete block left-to-right edge distance is 20".
Concrete Block Wall: The minimum wall specifications are:
A - One # 4 vertical rebar, 32" long, 16" each side of anchor
B - Two courses of grout-filled block above and below the anchor (no cold joints allowed)
C - A horizontal bond beam with two #4 rebars, 40" long, a maximum of two courses above or below the anchor
D - Minimum masonry compressive strength, f'm = 1,500 psi
ASCE 7-10 184.108.40.206.5 states:
... Diaphragm to structural wall anchorage using embedded straps shall be attached to, or hooked around the reinforcing steel or otherwise terminated so as to effectively transfer forces to the reinforcing steel.
Cold-Formed Steel Construction
|Part||IAPMO UES ER||ICC-ES ESR||City of Los Angeles||State of Florida|
|HPA||See specific model numbers for code listings.|
|PA||See specific model numbers for code listings.|
|PA18||ESR-2920 ESR-2523||FL13326 FL13904|
|PA23||ESR-2920 ESR-2523||FL13326 FL13904|
|PA28||ESR-2920 ESR-2523||FL13326 FL13904|
|PA35||ESR-2920 ESR-2523||FL13326 FL13904|
ESR-2523 is an Index of many of Simpson Strong-Tie Stamped and Welded Cold-formed Steel Products for Wood or Cold-formed Steel Construction
High Wind Resistant Construction Detail D22: Girder/Truss to Masonry/Concrete - HWRC D22 GirderTruss to MasonryConcreteDWG DXF