Page 59 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

60 Shearwall STEEL STRONG-WALL SSWT Exterior* Installation (May be used for Steel Form Systems) TOP OF CONCRETE SSWTPF (Panel Form) 2" 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. *SSWT templates are reversible.Use the same template for interior or exterior applications. An additional nut for template installation is provided with each SSWAB. May also be used for SSW installation. Reversible Brick Ledge Panel Form SSW12x7 SSW12x8 SSW12x9 SSW12x10 SSW15x7 SSW15x8 SSW15x9 SSW15x10 SSW15x11 SSW15x12 SSWT12 Steel Strong-Wall Template Model SSWTPF12 SSWTBL12 Steel Strong-Wall Model Width (in) 12 SSWT15 SSWTPF15 SSWTBL15 15 SSW18x7 SSW18x8 SSW18x9 SSW18x10 SSW18x11 SSW18x12 SSW18x13 SSWT18 SSWTPF18 SSWTBL18 18 SSW21x7 SSW21x8 SSW21x9 SSW21x10 SSW21x11 SSW21x12 SSW21x13 SSWT21 SSWTPF21 SSWTBL21 21 SSW24x7 SSW24x8 SSW24x9 SSW24x10 SSW24x11 SSW24x12 SSW24x13 SSWT24 SSWTPF24 SSWTBL24 24 SSWTBL (Brick Ledge) SSWT Interior* Installation Anchor Bolt Height Nominal Height of Panel (feet) 8 9 10 11 12 13 1000 200 140 105 NA NA NA 7500 90 55 25 NA NA NA 1000 165 130 100 80 70 NA 7500 95 65 45 30 15 NA 18" wide 7500 7500 Model Width Axial Load (lbs) 12" wide 15" wide 195 135 105 21" wide 24" wide 80 65 7500 260 185 135 100 70 50 90 70 310 215 160 120 4000 150 105 70 NA NA NA 4000 130 95 70 50 40 NA 275 Nominal Height of Panel (feet) 7 8 9 10 11 12 13 12" wide 20200 17200 14500 11800 NA NA NA 15" wide 25300 22600 20000 17400 14900 12600 NA 18" wide 42500 37500 32900 28400 24100 20200 17200 21" wide 43700 37500 32000 26700 22000 18400 15700 24" wide 51600 44800 38700 32900 27400 22900 19500 Model Width Compression Capacity (lbs) ALLOWABLE OUT OF PLANE LOADS (PSF) AXIAL CAPACITIES 1. Compression capacity is lesser of wall buckling capacity or 2500 psi concrete bearing limit. 2. Compression capacity of wall assumes no lateral loads present. See allowable in-plane shear load tables for combined lateral and 4000 lb axial loading condition. 3. Values do not include the 1/3 steel stress increase and therefore are applicable to either the ASD Basic or Alternate Basic load combinations of the 97 UBC, 2000 IBC or 2003 IBC. 4. See Simpson catalog C-CFS06 for S/SSW models for Cold Form Steel Construction. 1. Loads shown are at ASD level in pounds per square foot (psf) of wall with no further increase in load. 2. Axial load denotes maximum gravity load permitted on entire panel acting in combination with the out-of-plane load. 3. Load considers a deflection limit of h/240. 4. Values do not include the 1/3 steel stress increase and therefore are applicable to either the ASD Basic or Alternate Basic load combinations of the 97 UBC, 2000 IBC or 2003 IBC. 5. Allowable out-of plane loads for the 12 15 inch walls may be linearly interpolated between the axial loads shown. 6. See Simpson catalog C-CFS06 for S/SSW models for Cold Form Steel Construction. STEEL STRONG-WALL CONCRETE TEMPLATES The building designer shall verify that these details are consistent with the complete load path requirements of the structure.

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