Page 60 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

61 Shearwall STEEL STRONG-WALL An additional nut for template installation is provided with each SSWAB. May also be used for SSW installation. ANCHORAGE INSTALLATION F (min) Panel Width 2" 3" 2"- 4" de # 4 Rebar (may be foundation rebar) F (min) F (min) 2"- 4" 6" min. at 12" 15" walls 8" min. at 18", 21" 24" walls 2" # 4 Rebar (may be foundation rebar) 3" de Section at Curb Elevation at Curb F (min) 2" 3" 2"- 4" de # 4 Rebar (may be foundation rebar) Elevation at Slab EMBEDMENT SCHEDULES FOR ENGINEERED DESIGN de de F F F F 12" Wall 12 12 12 12 11 11 10 10 15" Wall 13 13 12 12 11 11 10 10 18" Wall 15 15 15 15 14 14 13 13 21" Wall 16 16 15 15 14 14 13 13 24" Wall 16 16 15 15 14 14 13 13 12" Wall 10 10 10 10 10 10 9 15" Wall 11 11 11 11 10 10 9 9 9 18" Wall 13 13 13 13 12 12 11 11 21" Wall 14 14 13 13 12 12 12 12 24" Wall 14 14 13 13 12 12 12 12 Model Width Embedment Schedule for 1997 UBC Loads 1 Wind 2500 psi 3000 psi Seismic 3000 psi 2500 psi O 0.65 (reinforcement not provided per Section 1923.3.2) O 0.85 (reinforcement provided per Section 1923.3.2) de de de de de de F F F F 12" Wall 10 15 10 15 11 17 10 15 15" Wall 12 18 11 17 15 23 15 23 18" Wall 14 21 14 21 15 23 15 23 21" Wall 15 23 14 21 15 23 15 23 24" Wall 15 23 14 21 15 23 15 23 Embedment Schedule for 2000/2003 IBC Loads 1 Model Width Seismic Design Category A and B or Wind Seismic Design Category C through F 2500 psi 3000 psi 2500 psi 3000 psi SSWAB3/4x24 24" 20" SSWAB3/4x24HS 24" 20" SSWAB3/4x36HS 36" 32" Model No. le Dia. Total Length SSWAB1x24 1" 24" 20" SSWAB1x24HS 1" 24" 20" SSWAB1x36HS 1" 36" 32" Model No. le Dia. Total Length Foundation and stemwall design (size and reinforcement) by others. 1. Assumes no special inspection and a multiplier of 2 (anchor not embedded in tension zone of member) per Section 1923.3.2. 1. Assumes cracked concrete with no supplementary reinforcement per ACI 318-02. Anchor Bolt Embedment Schedules General Notes 1. Embedment schedules based on high strength SSWAB anchor bolts. 2. The Engineer of Record may specify alternate embedment or bolt grade. 3. Footing dimensions and rebar requirements are for anchorage only. le 2" Heavy Top of Concrete Hex Nut fixed inplace on all SSWAB anchor bolts Plate Washer Heavy Hex Nuts Heavy Hex Nuts Diameter Length HS on High Strength Model For 12" Wide Steel Strong-Wall Models For 15", 18", 21" and 24" Wide Steel Strong-Wall Models SSWAB anchor bolts in the 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. 2" F (min) F (min) # 4 Rebar (may be foundation rebar) 3" 2"- 4" de Section at Slab The building designer shall verify that these details are consistent with the complete load path requirements of the structure.

[close]