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PA/HPA Purlin Anchors

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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 masonry embedment line on PA and PATM allows for 4" of grout embedment in a standard 8" concrete masonry unit. The minimum wall specifications (see image, PA/HPA Purlin to Concrete Block Wall, below) 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.
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 LTT and HTT Tension Ties for alternate retrofit solutions.

ASCE7-05 12.11.2.2.5 states:
... 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.


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

See I-Joist applications


top Load Table:See code report listings below

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.
  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. Testing to new ICC-ES acceptance criteria to be completed in 2009. Reference this web site for the latest loads and information.
  7. 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.
HPA28          ER-5708  
HPA35          ER-5708  
PASee specific model numbers for code listings.
PA18          ER-5708  
PA23          ER-5708  
PA28          ER-5708  
PA35          ER-5708  



next  topDrawings: To download drawings, right-click or Ctrl-click on the link, then choose "Save Target As..."
Download the Simpson 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: 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: 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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