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ID Simpson <br />Holdown <br />Anchor Bolt <br />Dia (in) <br />Square <br />Washer Side <br />Size (in) <br />Anchor Bolt2 Stiffness Plate <br />Thickness (in) <br />Stiffness Pl. <br />Weld Size <br />(in) <br />Min. Nailer <br />Size <br />4" Wall <br />Post5 <br />6" Wall <br />Post5 <br />Allowable <br />Tension (lb)1 <br />A HDU4 5/8 0.375 PAB5 1/4 1/4 2x 4x4 4x6 4565 <br />B HDU5 5/8 0.4 PAB5 1/4 1/4 2x 4x4 4x6 5645 <br />C HDU8 5/8 0.625 PAB7 1/4 1/4 3x 4x4 4x6 6970 <br />D HDU8 7/8 0.625 PAB7 1/4 1/4 3x 4x6 4x6 7870 <br />E HDU11 1 0.875 PAB8 3/8 5/16 3x N/A 6x6 9535 <br />F HDU14 1 1.125 PAB8 3/8 5/16 3x N/A 6x6 14445 <br />ID Simpson <br />Holdown <br />Anchor Bolt <br />Dia GrD. 36 <br />(in) <br />Stem Wall <br />Min Width <br />(in) <br />Anchor Bolt2 <br />Min Embed <br />into 10" <br />Concrete Wall <br />(in) <br />Min <br />Embed <br />into 12" <br />Concrete <br />Wall (in) <br />Clear Edge <br />Dist inside <br />footing (in) <br />4" Wall <br />Post5 <br />6" Wall <br />Post5 <br />Allowable <br />Tension (lb)1 <br />G HDU2 5/8" N/A PAB5 18" 18" N/A 4x4 4x6 3296 <br />H HDU4 5/8" N/A PAB5 18" 18" N/A 4x4 4x6 4893 <br />I HDU5 5/8" N/A PAB5 18" 18" N/A 4x4 4x6 6077 <br />J HDU8 7/8" N/A PAB7 18" 18" N/A 4x8 4x6 8456 <br />K HDU11 1" N/A PAB8 18" 18" 16.5 N/A 6x6 10219 <br />L HDU14 1" N/A PAB8 21" 18" 16.5 N/A 6x6 15422 <br />M HD12 1-1/8" 6 PAB9 22" 18" N/A N/A 4x6 16623 <br />N HD19 1-1/4" 6 PAB10 27" 24" N/A 4x8 4x6 20749 <br />O 2x-HDU14 (2)-1" 6 (2) PAB10 42" 42" N/A N/A 6X6 30845 <br />ID Simpson <br />Holdown <br />Anchor Bolt <br />Dia (in) <br />PL Washer <br />Size & <br />Thickness <br />Anchor Bolt2 <br />Allowable <br />Tension @ <br />Away From <br />Edge (lb) <br />P HDU8 7/8" 2"-3/8" PAB7 8456 <br />Q HDU11 1" 2"-3/8" PAB8 10219 <br />R HDU14 1" 2"-3/8" PAB8 15422 <br />X HD12 1-1/8" 2.5"-3/8" PAB9 16623 <br />Y HD19 1-1/4" 3"-3/8" PAB10 20749 <br />Z 2x-HDU14 (2)-1" 2"-3/8" (2) PAB10 30845 <br />Notes: <br />1 Load and Resistance Factor Design. <br />S CMSTC16 20" <br />50-16d 3.5 2 Minimum end distance shall be 5". <br />T CMST14 26" <br />56-16d 3.5 3 Minimum end distance shall be 4". <br />U CMST12 33" <br />74-16d 3.5 4 <br />V (2) <br />CMST14 <br />26" <br />56-16d 6 5 Post maximum height of 10.0 ft. <br />W (2) <br />CMST16 <br />20" <br />50-16d 6 19746 <br />See Sheet SA1 30845 <br />Holdowns Schedule (SW on Beam with strap) <br />ID Simpson <br />Strap <br />End Length <br />Fastners <br />(ea end ) <br />Min Column <br />Width (in)Allowable Tension Load (lbs)1 <br />4913 <br />6954 <br />9873 Overal concrete footing depth shall be 5D <br />deeper than anchor embendment. <br />13907 <br />See Sheet SA1 16623 <br />See Sheet SA1 20749 <br />See Sheet SA1 10219 <br />See Sheet SA1 15422 <br />HOLDOWN SCHEDULE <br />Steel Beam <br />HOLDOWN ANCHOR IN CONCRETE WALL <br />12" Thick Slab Podium Anchorage Design Table <br />Min Embed into Slab (in)Allowable Tension @ <br />13" From Edge (lb) <br />See Sheet SA1 8456