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SB Anchor Bolt


Installation

View step-by-step installation instructions
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TThe SB5/8x24 anchor bolt offers a load-tested anchorage solution that exceeds the capacity of all of our holdowns that call for a 5/8" dia. anchor. Similarly, the SB1x30 covers holdowns utilizing a 1" diameter anchor that exceed the capacity of our SSTB bolts. The SB7/8x24 is designed to maximize performance with minimum embedment for holdowns utilizing a 7/8" dia. anchor.

B anchor bolts are 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
 
     
SB1x30
(Other models similar)
  Typical SB Installation    
PLAN VIEW OF SB PLACEMENT IN CONCRETE:
 

Corner Insallation
(Install with arrow on top of the bolt oriented as shown)

Non-Corner Insallation
(Bolt may be installed @ 45° to 135° as shown)
Corner Insallation
(Install with arrow on top of the bolt oriented as shown)
 


top Load Tables: See code report listings below

SB 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
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 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.
  7. Full catalog loads apply for two-pour installation for slab-on-grade: edge.

SB Bolts at Stemwall: Garage Front

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
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.
  7. Full catalog loads apply for two-pour installation for slab-on-grade: edge.

SB Bolts at Slab on Grade: Edge

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
Table
Slab Edge
Table
Perspective View
Table Plan View
Table Two-Pour Installation

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.
  7. Full catalog loads apply for two-pour installation for slab-on-grade: edge.

SB Bolts at Slab on Garage: Garage Curb

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
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.
  7. Full catalog loads apply for two-pour installation for slab-on-grade: edge.
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
SBSee specific model numbers for code listings.
SB1x30  ESR-2611 RR25827 FL13628      
SB5/8x24  ESR-2611 RR25827 FL13628      
SB7/8x24  ESR-2611 RR25827 FL13628      



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Download the Simpson Strong-Tie® AutoCAD® Menu, which allows you to insert Ortho views directly into your AutoCAD drawing.

 ORTHOGRAPHIC
PERSPECTIVE
SBNone for this model None for this model
SB1x30 SB1x30: DWG | DXF
None for this model
SB5/8x24 SB5/8x24: DWG | DXF
None for this model
SB7/8x24 SB7/8x24: DWG | DXF
None for this model

   
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