SSWAB anchor bolts in 3/4" and 1" diameters offer flexibility to meet specific project demands. Inspection is easy; the head is stamped with a "No Equal" symbol for identification, bolt length, bolt diameter, and optional "HS" for High Strength if specified

Material: ASTM A36; High Strength (HS) ASTM A449

SSWHSR allows for anchorage in tall stem wall applications where full embedment of an SSWAB into the footing is required. The head is stamped for identification like an SSWAB. Kit includes ASTM A-44 9 high strength rod with heavy hex nut fixed in place and high strength coupler nut. Do not use in place of SSWAB.

Anchorage Solutions General Notes

1. Anchorage solutions based on high strength SSWAB anchor bolts.
2. The Engineer of Record may specify alternate embedment, footing size or bolt grade.
3. Footing dimensions and rebar requirements are for anchorage only.

Anchorage Solutions for 1997 UBC Loads^1,2,3,5

1. 2500 psi concrete assumes no special inspection and a multiplier of 2 on the concrete per Section 1923.3.2.
2. 3000 and 4500 psi concrete assume special inspection.
3. Assumes phi = 0.65 (reinforcement not provided per Section 1923.3.2).
4. Seismic applies to designs using R = 5.5. For designs using R = 4.4, use the wind values.
5. Shaded values denote where SSWAB30HS anchor bolt may be used in place of SSWAB36HS.

Anchorage Solutions for 2000 IBC Loads^1,4

Anchorage Solutions for 2003 and 2006 IBC Loads^1,4

1. Assumes cracked concrete with no supplementary reinforcement per ACI 318.
2. Wind includes Seismic Design Category A and B.
3. Seismic denotes Seismic Design Category C through F. Detached 1 and 2 family dwellings in SDC C may use wind solutions.
4. Shaded values denote where SSWAB30HS anchor bolt may be used in place of SSWAB36HS.

Anchorage Solutions for 1997 UBC Loads^1,2,3,5

1. 2500 psi concrete assumes no special inspection and a multiplier of 2 on the concrete per Section 1923.3.2.
2. 3000 and 4500 psi concrete assume special inspection.
3. Assumes phi = 0.65 (reinforcement not provided per Section 1923.3.2).
4. Seismic applies to designs using R = 5.5. For designs using R = 4.4, use the wind values.
5. Shaded values denote where SSWAB30HS anchor bolt may be used in place of SSWAB36HS.

Anchorage Solutions for 2000 IBC Loads^1,4

Anchorage Solutions for 2003 and 2006 IBC Loads^1,4

1. Assumes cracked concrete with no supplementary reinforcement per ACI 318.
2. Wind includes Seismic Design Category A and B.
3. Seismic denotes Seismic Design Category C through F. Detached 1 and 2 family dwellings in SDC C may use wind solutions.
4. Shaded values denote where SSWAB30HS anchor bolt may be used in place of SSWAB36HS.

Anchorage Solutions for 1997 UBC Loads^1,2,3

1. 2500 psi concrete assumes no special inspection and a multiplier of 2 on the concrete per Section 1923.3.2.
2. 3000 and 4500 psi concrete assume special inspection.
3. Assumes phi = 0.65 (reinforcement not provided per Section 1923.3.2).
4. Seismic applies to designs using R = 5.5. For designs using R = 4.4, use the wind values.

Anchorage Solutions for 2000 IBC Loads¹

Anchorage Solutions for 2003 and 2006 IBC Loads¹

1. Assumes cracked concrete with no supplementary reinforcement per ACI 318.
2. Wind includes Seismic Design Category A and B.
3. Seismic denotes Seismic Design Category C through F. Detached 1 and 2 family dwellings in SDC C may use wind solutions.

Anchorage Solutions for 1997 UBC Loads^1,2

1. 2500 psi concrete assumes no special inspection and a multiplier of 2 on the concrete per Section 1923.3.2.
2. 3000 and 4500 psi concrete assume special inspection.
3. Seismic applies to designs using R = 5.5. For designs using R = 4.4, use the wind values.

Anchorage Solutions for 2000 IBC Loads¹

Anchorage Solutions for 2003 and 2006 IBC Loads¹

1. Assumes cracked concrete with no supplementary reinforcement per ACI 318.
2. Wind includes Seismic Design Category A and B.
3. Seismic denotes Seismic Design Category C through F. Detached 1 and 2 family dwellings in SDC C may use wind solutions.

BRICK LEDGE INSTALLATIONS AT CORNER

Use tables for slab on grade/10" curb installations at corner.

BRICK LEDGE INSTALLATIONS AWAY FROM CORNER

Away From Corner Anchorage Solutions for 1997 UBC Loads^1,2,3,5

1. 2500 psi concrete assumes no special inspection and a multiplier of 2 on the concrete per Section 1923.3.2.
2. 3000 and 4500 psi concrete assume special inspection.
3. Assumes phi = 0.65 (reinforcement not provided per Section 1923.3.2).
4. Seismic applies to designs using R = 5.5. For designs using R = 4.4, use the wind values.
5. Shaded values denote where SSWAB30HS anchor bolt may be used in place of SSWAB36HS.

Away From Corner Anchorage Solutions for 2000 IBC Loads^1,4

Away From Corner Anchorage Solutions for 2003 and 2006 IBC Loads^1,4

1. Assumes cracked concrete with no supplementary reinforcement per ACI 318.
2. Wind includes Seismic Design Category A and B.
3. Seismic denotes Seismic Design Category C through F. Detached 1 and 2 family dwellings in SDC C may use wind solutions.
4. Shaded values denote where SSWAB30HS anchor bolt may be used in place of SSWAB36HS.

Steel Strong-Wall Anchor Bolt Template Installation Videos

SSWT Concrete Template Exterior Installation Video

SSWT Concrete Template Interior Installation Video

SSWTPF Panel Form Concrete Template Installation Video

SSWTBL Brick Ledge Concrete Template Installation Video

Steel Strong-Wall Anchor Bolt Templates

1. The height of the garage curb above the garage slab is critical for rough header opening at garage return walls.
2. See Garage Header Rough Opening Height table.
3. Templates are recommended and are required in some jurisdictions.
4. Foundation design by others.
5. Templates are the same for 4" or 6" thick walls.

1. The height of the garage curb above the garage slab is critical for rough header opening at garage return walls.
2. Shims are not provided with Steel Strong-Wall.
3. Furring down garage header may be necessary for correct rough opening height.