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SSTB® Anchor Bolts


Installation

View step-by-step installation instructions
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The SSTB anchor bolt is designed for maximum performance as an anchor bolt for holdowns and Simpson Strong-Tie® Strong-Wall® shearwalls. Extensive testing has been done to determine the design load capacity of the SSTB when installed in many common applications.

The Simpson Strong-Tie® SSTB anchor bolts are now code listed by ICC-ES under the 2009 and 2012 IBC® and IRC® to meet the requirements of ICC-ES acceptance criteria AC 399.. ICC-ES ESR-2611 is the industry’s first code report issued for proprietary anchor bolts evaluated to the criteria of AC 399.

Special Features:

Material: ASTM F-1554, Grade 36

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

Installation:


top Gallery:
  roll over images below to see larger image
 
Identification on the bolt head showing embedment angle and model.
    For two-pour (4" slab) installation loads:
• When using the SSTB20, use the equivalent loads of the SSTB16.
• When using the SSTB24, use the equivalent loads of the SSTB20.
• When using the SSTB34 or 36, use the equivalent loads of the SSTB28.
SSTB16L
(other modles similar)
SSTB16
(other models similar)
  Two Pour Installation (SSTB20, 24, 34 and 36)
         
       
 
topPlan 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)


top Load Tables: See code report listings below

SSTB Bolts at Stemwall

Additional Corrosion Protection

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. See notes to the Designer below.
  2. SSTB28, SSTB34 and SSTB36 with 3 7/8" end distance allowable loads are 6605 lbs. (Wind and SDC A&B) and 5550 lbs (SDC C-F).

STEMWALL PLAN VIEWS :
Table
Midwall
Table
Corner
Table
End Wall
Table
Perspective View

Notes to the Designer:
  1. Rebar is required at top of stemwall foundations but is not required for Slab-on-Grade Edge and Garage Curb, or Stemwall Garage Front installations.
  2. Minimum end distances for SSTB bolts are as shown in graphics.
  3. Multiply the tabulated ASD wind or seismic loads by 1.6 or 1.4, respectively, to obtain LRFD capacities.
  4. Per Section 1613 of the IBC, detached one- and two-story dwellings in SDC C may use "Wind and SDC A&B" allowable loads.
  5. See ESR-2611 for additional information.
  6. Midwall loads apply when anchor is 1.5 le or greater from the end. For bolts acting in tension simultaneously, the minimum bolt center-to-center spacing is 3 le.

SSTB Bolts in 8" CMU

Additional Corrosion Protection

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
Typical SSTB Installation in Concrete Foundation
Maintain minimum rebar cover, per ACI-318 concrete code requirements
Table
Typical SSTB Installation in Grouted Concrete Block
Table
  1. Loads are based on a minimum CMU compressive strength, f'm, of 1500 psi.
  2. Minimum end distance required to achieve midwall table loads is 1.5 le.
  3. Minimum end distance for corner/end wall loads is 4 1/4".
  4. Loads may not be increased for duration of load.

SSTB Bolts at Stemwall: Garage Front

Table
Table
Stemwall Garage Front
Table
Perspective View
Table
Plan View

Notes to the Designer:
  1. Rebar is required at top of stemwall foundations but is not required for Slab-on-Grade Edge and Garage Curb, or Stemwall Garage Front installations.
  2. Minimum end distances for SB bolts are as shown in graphics.
  3. Multiply the tabulated ASD wind or seismic loads by 1.6 or 1.4, respectively, to obtain LRFD capacities.
  4. Per Section 1613 of the IBC, detached one- and two-story dwellings in SDC C may use "Wind and SDC A&B" allowable loads.
  5. See ESR-2611 for additional information.
  6. Midwall loads apply when anchor is 1.5 le or greater from the end. For bolts acting in tension simultaneously, the minimum bolt center-to-center spacing is 3 le.

SSTB Bolts at Slab on Grade: Edge

Table
Table
Slab Edge
Table
Perspective View
Table
Plan View

Notes to the Designer:
  1. Rebar is required at top of stemwall foundations but is not required for Slab-on-Grade Edge and Garage Curb, or Stemwall Garage Front installations.
  2. Minimum end distances for SB bolts are as shown in graphics.
  3. Multiply the tabulated ASD wind or seismic loads by 1.6 or 1.4, respectively, to obtain LRFD capacities.
  4. Per Section 1613 of the IBC, detached one- and two-story dwellings in SDC C may use "Wind and SDC A&B" allowable loads.
  5. See ESR-2611 for additional information.
  6. Midwall loads apply when anchor is 1.5 le or greater from the end. For bolts acting in tension simultaneously, the minimum bolt center-to-center spacing is 3 le.

SSTB Bolts at Slab on Grage: Garage Curb

Table
Table
Slab Garage Curb
Table
Perspective View
Table
Plan View

Notes to the Designer:
  1. Rebar is required at top of stemwall foundations but is not required for Slab-on-Grade Edge and Garage Curb, or Stemwall Garage Front installations.
  2. Minimum end distances for SB bolts are as shown in graphics.
  3. Multiply the tabulated ASD wind or seismic loads by 1.6 or 1.4, respectively, to obtain LRFD capacities.
  4. Per Section 1613 of the IBC, detached one- and two-story dwellings in SDC C may use "Wind and SDC A&B" allowable loads.
  5. See ESR-2611 for additional information.
  6. Midwall loads apply when anchor is 1.5 le or greater from the end. For bolts acting in tension simultaneously, the minimum bolt center-to-center spacing is 3 le.


next  top Code Reports (PDFs):
Legacy Reports
  IAPMO UES ER ICC-ES ESR CITY OF LOS ANGELES STATE OF FLORIDA ICC-ES NER ICC-ES ER ICC-ES ES
SSTBSee specific model numbers for code listings.
SSTB16  ESR-2611 RR25827 FL13628      
SSTB16L  ESR-2611 RR25827        
SSTB20  ESR-2611 RR25827 FL13628      
SSTB20L  ESR-2611 RR25827        
SSTB24  ESR-2611 RR25827 FL13628      
SSTB24L  ESR-2611 RR25827        
SSTB28  ESR-2611 RR25827 FL13628      
SSTB28L  ESR-2611 RR25827        
SSTB34  ESR-2611 RR25827 FL13628      
SSTB34L No code listing. Please contact us for test data.
SSTB36  ESR-2611 RR25827 FL13628      
SSTB36L No code listing. Please contact us for test data.
SSTBL No 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
SSTBNone for this model BP and SSTB: DWG | DXF
HD5A with SSTB: DWG | DXF
Shear Load Parallel to Edge: DWG | DXF
SSTB View 1: DWG | DXF
SSTB View 2: DWG | DXF
SSTB View 3: DWG | DXF
SSTB View 4: DWG | DXF
SSTB14 SSTB14: DWG | DXF
SSTB14 front view: DWG | DXF
SSTB14 top view: DWG | DXF
None for this model
SSTB16 SSTB16: DWG | DXF
SSTB16 front view: DWG | DXF
SSTB16 top view: DWG | DXF
None for this model
SSTB16LNone for this model None for this model
SSTB20 SSTB20: DWG | DXF
SSTB20 front view: DWG | DXF
SSTB20 top view: DWG | DXF
None for this model
SSTB20LNone for this model None for this model
SSTB24 SSTB24: DWG | DXF
SSTB24 front view: DWG | DXF
SSTB24 top view: DWG | DXF
None for this model
SSTB24LNone for this model None for this model
SSTB28 SSTB28: DWG | DXF
SSTB28 front view: DWG | DXF
SSTB28 top view: DWG | DXF
None for this model
SSTB28LNone for this model None for this model
SSTB34 SSTB34: DWG | DXF
SSTB34 front view: DWG | DXF
SSTB34 top view: DWG | DXF
None for this model
SSTB34LNone for this model None for this model
SSTB36 SSTB36: DWG | DXF
SSTB36 front view: DWG | DXF
SSTB36 top view: DWG | DXF
None for this model
SSTB36LNone for this model None for this model
SSTBLNone for this model None for this model

   
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