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PHD Predeflected Holdowns / HDQ8 Holdowns

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PHD holdowns are predeflected during the manufacturing process, virtually eliminating deflection under load due to material stretch. The unique seat design of the HDQ8 greatly minimizes deflection under load. Each holdown uses SDS screws, which install easily, reduce fastener slip, and provides a greater net section area of the post compared to bolts.

Special Features:

Material: See table.

Finish: Galvanized. PHD2 and PHD5 available in hot-dip galvanized (HDG SDS screws included).

Installation:

For holdowns, per ASTM test standards, anchor bolt nut should be finger-tight plus 1/3 to 1/2 turn with a hand wrench, with consideration given to possible future wood shrinkage. Care should be taken to not over-torque the nut. Impact wrenches should not be used.

top Gallery:
  roll over images below to see larger image
 
PHD5
(others similar)
US Patent No. 5,979,130
Vertical PHD Installation as a Holdown
(shown "flush", touching sill plate)
HDQ8
U.S. Patents 6,006,487 and 6,327,831
 
HDQ8 Vertical Installation   Horizontal HDQ8 Installation

top Load Tables: See code report listings below

Table
  1. Allowable loads have been increased for earthquake or wind load durations with no further increase allowed; reduce where other load durations govern.
  2. The designer must specify anchor bolt type, length and embedment. See the SB and SSTB Anchor Bolts.
  3. Structural composite lumber columns have sides that show either the wide face or the edges of the lumber strands/veneers. Values in the tables reflect installation into the wide face.
  4. Post design by Specifier. Allowable load values are based on a minimum wood member thickness in the direction of the fastener penetration. Posts may consist of multiple 2x members provided they are designed to act as one unit independently of the holdown fasteners. Holdowns shall be installed centered along the width of the attached post.
  5. Tension values are valid for holdowns flush and raised off of sill plate.
  6. Deflection at Highest Allowable Tension Load includes fastener slip, holdown elongation, and anchor bolt elongation (L = 5"). Additional elongation of anchor bolts longer than 5" shall be added to holdown deflection.
  7. Tabulated loads may be doubled when the PHD or HDQ8 are installed on both sides of the wood member provided either the post is large enough or the holdowns are offset to eliminate screw interferences.
  8. HDQ8 holdowns installed horizontally can achieve compression loads with the addition of a standard nut and square washer (BP7/8-2) below the holdown. Refer to ESR 2330 for design values. Design of anchorage rods for the compression force shall be per the Designer.
  9. Allowable loads are based on criteria in ICC-ES AC155. Therefore, they are the lower of the strength determined from the test value on a wood jig divided by 3.0, the load at the AC155 deflection limit, and the fastener calculation based on the 2005 NDS.
  10. Allowable loads are based on 3 1/2" wide post minimum.
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
HDQ8-SDS3  ESR-2330 RR25540 / RR25720 FL1463   ER-5938  
PHDSee specific model numbers for code listings.
PHD2-SDS3  ESR-2330 RR25720 FL503      
PHD5-SDS3  ESR-2330 RR25720 FL503      
PHD6-SDS3  ESR-2330 RR25720 FL503      
PHD8-SDS3      FL503      

   
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