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PA/HPA Purlin Anchors


PA/HPA purlin anchors offer solutions for wood to concrete and concrete block connections which satisfy code requirements. The PA's dual embedment line allows installation in concrete or concrete block.

Material: PA – 12 gauge; HPA – 10 gauge.

Finish: Galvanized. PA’s available HDG or ZMAX® coating .

Installation:

Edge Distance: Minimum concrete edge distance is 5". Minimum concrete block left-to-right edge distance is 20".

Concrete Block Walls: 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 = 1500 psi.

Options: See LTT and HTT Tension Ties for alternate retrofit solutions.

ASCE7-05 12.11.2.2.5 states:
.. Diaphragm to structural 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.


top Gallery:
  roll over images below to see larger image
 
HPA35 PA PA/HPA Purlin to Concrete Block Wall
(Refer to installation notes above)
PA/HPA Purlin to Concrete Wall

For I-Joist applications, see here


top Load Table:See code report listings below

These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong-Tie for details.
Table
  1. Allowable loads are for a horizontal installation into the side of a concrete or masonry wall.
  2. Minimum penetration for 16d commons is 1 15/16".
  3. 16d sinkers (0.148" dia. x 3 1/4" long) or 10d commons may be substituted for the specified 16d commons at 0.85 of the table loads. 16dx2 1/2 (0.162 x 2 1/2" long) may be used with no reduction.
  4. Allowable loads have been increased for wind or earthquake load durations with no further increase allowed; reduce where other load durations govern.
  5. Strap may be bent one full cycle. (Bent horizontal 90° then bent vertical.)
  6. NAILS: 16d = 0.162" dia. x 3 1/2" long. See other nail sizes and information.
next  top Code Reports (PDFs):
Legacy Reports
  IAPMO ES ER ICC-ES ESR CITY OF LOS ANGELES STATE OF FLORIDA ICC-ES NER ICC-ES ER ICC-ES ES
HPASee specific model numbers for code listings.
HPA28No code listing: Please contact us for test data.
HPA35No code listing: Please contact us for test data.
PASee specific model numbers for code listings.
PA18No code listing: Please contact us for test data.
PA23No code listing: Please contact us for test data.
PA28No code listing: Please contact us for test data.
PA35No code listing: Please contact us for test data.



next  topDrawings: To download drawings, right-click or Ctrl-click on the link, then choose "Save Target As..."
Download the Simpson Strong-Tie® AutoCAD® Menu, which allows you to insert Ortho views directly into your AutoCAD drawing.

 ORTHOGRAPHIC
PERSPECTIVE
HPANone for this model PA & HPA: DWG | DXF
HPA28 HPA28: DWG | DXF
HPA28 front view: DWG | DXF
HPA28 left view: DWG | DXF
HPA28 right view: DWG | DXF
None for this model
HPA35 HPA35: DWG | DXF
HPA35 front view: DWG | DXF
HPA35 left view: DWG | DXF
HPA35 right view: DWG | DXF
Girder/Truss to Concrete Connections 1: DWG | DXF
PANone for this model PA & HPA: DWG | DXF
PA Stud to Foundation Connection: DWG | DXF
PA18 PA18: DWG | DXF
PA18 front view: DWG | DXF
PA18 left view: DWG | DXF
PA18 right view: DWG | DXF
None for this model
PA23 PA23: DWG | DXF
PA23 front view: DWG | DXF
PA23 left view: DWG | DXF
PA23 right view: DWG | DXF
None for this model
PA28 PA28: DWG | DXF
PA28 front view: DWG | DXF
PA28 left view: DWG | DXF
PA28 right view: DWG | DXF
High Wind-Resistant Construction D19: Girder/Truss To Masonry/Concrete: DWG | DXF
High Wind-Resistant Construction D21: Girder/Truss To Masonry/Concrete: DWG | DXF
Girder/Truss to Concrete Connections 1: DWG | DXF
PA35 PA35: DWG | DXF
PA35 front view: DWG | DXF
PA35 left view: DWG | DXF
PA35 right view: DWG | DXF
None for this model

   
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