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SB Anchor Bolt

SB

On This Page

The SB anchor bolt offers an anchorage solution for our holdowns that call for a 5/8"-diameter, a 7/8"-diameter and a 1"-diameter anchor.

SB anchor bolts are code listed by ICC-ES under the 2012/2015/2018 IBC and IRC.

Key Features

  • Identification on the bolt head showing embedment angle and model
  • Sweep geometry to optimize position in form
  • Rolled thread for higher tensile capacity
  • Hex nuts and plate washer fixed in position
  • Available in HDG for additional corrosion resistance

Material

  • ASTM F-1554, Grade 36

Finish

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

Installation

  • SB is only for concrete applications poured monolithically except where noted.
  • Top nuts and washers for holdown attachment are not supplied with the SB; install standard nuts, couplers and/or washers as required.
  • On HDG SB anchors, chase the threads to use standard nuts or couplers or use overtapped products in accordance with ASTM A563, for example Simpson Strong-Tie NUT5/8-OST, NUT7/8-OST and NUT1-OST, CNW5/8-OST, CNW7/8-OST and CNW1-OST.
  • Install SB before the concrete pour using AnchorMate® anchor bolt holders. Install the SB per the plan view detail.
  • Minimum concrete compressive strength is 2,500 psi.
  • When rebar is required it does not need to be tied to the SB.

Related Literature

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Catalog

Load Tables

SB Bolts at Stemwall

    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.

SB Bolts at Stemwall Load Table
  1. Rebar is required at the top of stem wall foundations, but is not required for slab-on-grade edge and garage curb, or stem wall garage front installations.
  2. Minimum end distances for SB bolts are as shown in graphics.
  3. To obtain LRFD values, multiply ASD seismic load values by 1.4 and wind load values by 1.67 (1.6 for 2012 IBC).
  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. 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.
  6. Full catalog loads apply for two-pour installation for slab-on-grade: edge.
Typical SB Installation
Typical SB Installation

Stemwall Plan Views

SB Stemwall Midwall
Midwall
SB Corner
Corner
SB Endwall
End Wall
SB Stemwall Perspective View
Perspective View

SB Bolts at Stemwall: Garage Front

    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.

SB Bolts at Stemwall: Garage Front
  1. Rebar is required at the top of stem wall foundations, but is not required for slab-on-grade edge and garage curb, or stem wall garage front installations.
  2. Minimum end distances for SB bolts are as shown in graphics.
  3. To obtain LRFD values, multiply ASD seismic load values by 1.4 and wind load values by 1.67 (1.6 for 2012 IBC).
  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. 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.
SB Stemwall Garage Front
Stemwall Garage Front
SB Stemwall Garage Perspective View
Perspective View
SB Garage Front Plan View
Plan View

SB Bolts at Slab on Grade: Edge

    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.

SB Bolts at Slab on Grade: Edge
  1. Rebar is required at the top of stem wall foundations, but is not required for slab-on-grade edge and garage curb, or stem wall garage front installations.
  2. Minimum end distances for SB bolts are as shown in graphics.
  3. To obtain LRFD values, multiply ASD seismic load values by 1.4 and wind load values by 1.67 (1.6 for 2012 IBC).
  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. 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.
  6. Full catalog loads apply for two-pour installation for slab-on-grade: edge.
SB Slab Edge
Slab Edge
SB Slab On Grade Edge Perspective View
Perspective View
SB Slab On Grade Edge Plan View
Plan View
SB Slab On Grade Edge Two-Pour Installation
Two-Pour Installation

SB Bolts at Slab on Garage: Garage Curb

    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.

SB Bolts at Slab on Grade: Garage Curb
  1. Rebar is required at the top of stem wall foundations, but is not required for slab-on-grade edge and garage curb, or stem wall garage front installations.
  2. Minimum end distances for SB bolts are as shown in graphics.
  3. To obtain LRFD values, multiply ASD seismic load values by 1.4 and wind load values by 1.67 (1.6 for 2012 IBC).
  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.
SB Slab Garage Curb
Slab Garage Curb
SB Slab on Garage Perspective View
Perspective View
SB Slab on Garage Plan View
Plan View

Code Reports & Compliance

Drawings

PDF DWG DXF RFA IFC SAT

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