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ID Simpson <br />Holdown <br />Anchor Bolt <br />Dia (in) <br />Stem Wall Min <br />Width (in) <br />Anchor <br />Bolt2 <br />Min Embed into <br />Stem Wall (in) <br />Min Embed <br />into Footing <br />(in) <br />Clear Edge Dist <br />inside footing <br />(in) <br />4" Wall <br />Post5 <br />6" Wall <br />Post5 <br />LRFD Allowable <br />Load 4x (lbs)3 <br />LRFD Allowable <br />Load 6x (lbs)3 <br />A HDU2 5/8 6 SSTB 16 12 5/8 N/A N/A 4x4 4x6 2732 2732 <br />B HDU4 5/8 6 SSTB20 16 5/8 N/A N/A 4x4 4x6 3171 3171 <br />C HDU5 5/8 6 SSTB 24 20 5/8 N/A N/A 4x4 4x6 3562 3562 <br />D HDU8 7/8 8 SSTB 28 24 7/8 N/A N/A 4x6 4x6 6851 6851 <br />E HDU11 1 8 PAB8 FULL 11 16.5 4x8 6x6 10216 10216 <br />F HDU14 1 8 PAB8 FULL 11 16.5 4x8 6x6 14250 15476 <br />P HD19 1.125 8 PAB9 FULL 13.5 20.5 4x8 6x6 14250 20432 <br />ID Simpson <br />Holdown <br />Anchor Bolt <br />Dia (in) <br />Stem Wall Min <br />Width (in) <br />Anchor <br />Bolt4 <br />Min Embed into <br />Stem Wall (in) <br />Min Embed <br />into Footing <br />(in) <br />Clear Edge Dist <br />inside footing <br />(in) <br />4" Wall <br />Post5 <br />6" Wall <br />Post5 <br />LRFD Allowable <br />Load 4x (lbs)3 <br />LRFD Allowable <br />Load 6x (lbs)3 <br />G HDU2 5/8 6 SSTB 16 12.625 N/A N/A 4x4 4x6 3294 3294 <br />H HDU4 5/8 6 SSTB20 16.625 N/A N/A 4x4 4x6 4891 4891 <br />I HDU5 5/8 6 SSTB 24 20.625 N/A N/A 4x4 4x6 5500 6048 <br />J HDU8 7/8 8 SSTB 28 24.875 N/A N/A 4x6 4x6 7467 7467 <br />K HDU11 1 8 PAB8 FULL 11 16.5 4x8 6x6 10216 10216 <br />L HDU14 1 8 PAB8 FULL 11 16.5 4x8 6x6 14250 15476 <br />P HD19 1.125 8 PAB9 FULL 13.5 20.5 4x8 6x6 14250 20432 <br />ID Simpson <br />Holdown <br />Anchor Bolt <br />Dia (in) <br />Stem Wall Min <br />Width (in) <br />Simpson <br />Epoxy <br />Min Embed into <br />Stem Wall (in) <br />Min Embed <br />into footing <br />(in)4 <br />Clear Edge Dist <br />inside footing <br />(in) <br />4" Wall <br />Post5 <br />6" Wall <br />Post5 <br />LRFD Allowable <br />Load 4x (lbs)3 <br />LRFD Allowable <br />Load 6x (lbs)3 <br />M HDU2 5/8 6 SET-XP N/A 12.5 N/A 4x4 4x6 3294 3294 <br />N HDU5 5/8 6 SET-XP N/A 14 N/A 4x6 4x6 6048 6048 <br />O HDU8 7/8 6 SET-XP N/A 20 N/A 4x6 4x6 7467 7467 <br />ID Simpson <br />Holdown <br />Anchor Bolt <br />Dia (in) <br />Stem Wall Min <br />Width (in) <br />Anchor <br />Bolt2 <br />Min Embed into <br />Stem Wall (in) <br />Min Embed <br />into Footing <br />(in) <br />Clear Edge Dist <br />inside footing <br />(in) <br />4" Wall <br />Post5 <br />6" Wall <br />Post5 <br />LRFD Allowable <br />Load 4x (lbs)3 <br />LRFD Allowable <br />Load 6x (lbs)3 <br />Q HDU11 1 8 PAB8 FULL 11 16.5 4x8 6x6 10001 10001 <br />R HDU14 1 8 PAB8 FULL 11 16.5 4x8 6x6 14250 15476 <br />P HD19 1.125 8 PAB9 FULL 13.5 20.5 4x8 6x6 14250 20432 <br />ID Simpson <br />Holdown <br />Anchor Bolt <br />Dia (in) <br />CMU Wall Min <br />Width (in) <br />Anchor <br />Bolt2 <br />Min Embed into <br />CMU Wall (in) <br />Min Embed <br />into Footing <br />(in) <br />Min End <br />Distance (in) <br />4" Wall <br />Post5 <br />6" Wall <br />Post5 <br />LRFD Allowable <br />Load 4x (lbs)3 <br />LRFD Allowable <br />Load 6x (lbs)3 <br />Am HDU2 5/8 8 SSTB16 12 5/8 N/A 4 1/4 4x4 4x6 1742 1742 <br />Ac HDU2 5/8 8 SSTB16 12 5/8 N/A 4 1/4 4x4 4x6 3294 3294 <br />Dm HDU8 7/8 8 SSTB28 24 7/8 N/A 38 4x6 4x6 4285 4285 <br />Dc HDU8 7/8 8 SSTB28 24 7/8 N/A 38 4x6 4x6 5978 5978 <br />ID <br />S <br />T <br />U <br />V <br />W <br />Notes: <br />1 Load and Resistance Factor Design. <br />2 Minimum end distance shall be 5". <br />3 Minimum end distance shall be 4". <br />4 <br />5 Post maximum height of 10.0 ft. <br />(2) CMST12 20" 50-16d 6 19746 <br />Overal concrete footing depth shall be 5D deeper than <br />CMST12 33" 74-16d 3.5 9873 <br />(2) CMST14 26" 56-16d 6 13907 <br />CMSTC16 20" 50-16d 3.5 4913 <br />CMST14 26" 56-16d 3.5 6954 <br />Underpinning Existing Footing <br />Holdown into CMU Wall <br />Strap Holdowns <br />Simpson Strap End Length Fastners (ea end )Min Column Width (in)Allowable Tension Load (lbs)1 <br />Epoxy into Existing Footing <br />HOLDOWN SCHEDULE <br />Raised Foundation <br />Slab on Grade