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SSTB® Anchor Bolts for Wood Strong-Wall®

Information on this page has been updated since the printing of the Strong-Wall Shearwalls Catalog (C-SW09).
To view the specific changes made to this page in detail, visit the Catalog Changes and Corrections page.

(This section is specifically about SSTB Anchor Bolts for Wood Strong-Wall in concrete foundations. For other applications, see the full SSTB Anchor Bolt page.)

The SSTB is designed for maximum performance as an anchor bolt for holdowns and Wood Strong-Wall® shearwalls. Extensive SSTB testing has been done to determine the design load capacity in common applications. Design loads are based on testing performed to the requirements of ICC-ES Acceptance Criteria AC 399. The SSTB is code listed by ICC-ES under the 2006 and 2009 IBC and IRC (ICC-ES ESR-2611).


SSTB28
Identification on the bolt head showing embedment angle and model.

SSTB28L

Special Features :

Material: ASTM F1554, Grade 33

Finish: None. May be ordered HDG; contact Simpson Strong-Tie.

Installation:

Codes:
Reinforced Concrete Foundations: ICC-ES ESR-2611, City of Los Angles RR25827; State of Florida FL13628

 
 
 
Plan view of SSTB Placement in Concrete:
  roll over images below to see larger image
 
Corner Installation
(Install with arrow on top of the bolt oriented as shown)
Non-Corner Installation
(Bolt may be installed @ 45° to 135° as shown)
Corner Installation
(Install with arrow on top of the bolt oriented as shown)

 
Typical Details:
  roll over images below to see larger image
 
Slab Edge Perspective View Plan View
5/8" mudsill anchors not shown, for clarity
   
Slab
Garage Curb
Perspective View
Garage Curb
Plan View
Garage Curb


Minimum SSTB Anchor Requirements:
Table
  1. This table applies to single story Wood Strong-Wall applications directly on concrete. Two-story stacked applications may require high-strength anchors (Designed by others).
  2. Additional applications may use the SSTB where the demand uplift force is less than the allowable SSTB load.
  3. SW18x8/9, SW24x8/9, SW32x9, SW48x8/9/10 under seismic loading may use SSTB28 with no load reductions. Maximum uplift for all other models shall be limited to 10,460 lbs (Wind and SDC A&B), and 8,785 lbs (SDC C-F).

Related Literature:




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