www.strongtie.com


>>Home   > All Products - Alphabetical List

PA/HPA Purlin Anchors

  Print this page
Link to email this page to a friend  Email this page to a friend

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®.

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.

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.


top Gallery:
  roll over images below to see larger image
 
HPA35 PA PA/HPA Purlin to Concrete Block Wall 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 earthquake or wind 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.
top Code Reports (PDFs):
Legacy Reports
  IAPMO ES 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      FL474 / FL9601 NER-393 ER-5708  
HPA35      FL474 / FL9601 NER-393 ER-5708  
PASee 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  

   
top
Drawings: To download drawings, right-click or Ctrl-click on the link, then choose "Save Target As..."
DWG
Perspective Orthographic DXF
Perspective Orthographic top
Order free catalogs by mail
top top top

Home | About Simpson | Contact Simpson | Browse Products | Product Use Information
Privacy Policy | User Agreement | Limited Warranty | Parent Company

Stay informed! Sign up for Simpson's newsletters

Copyright © 2008, Simpson Strong-Tie Company Inc. All Rights Reserved
Contact Webmaster with questions or comments.

Printed from
© 2008 Simpson Strong-Tie®