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PROJECT # : 18-SANA-24 <br />CLIENT: <br /> CALCULATED BY: FB <br />REV0: 05-24-24 <br />Wall dead load = Exterior / Interior =psf /psf Wall height (he) same for all grids =ft. <br />Roof dead load =psf <br />Ceiling dead load =psf <br />per table 1B ESR-2330 footnote 3 <br />* Calculation per ESR-2611 <br />- <br />6 <br />- <br />SSTB16. <br />SSTB16. <br />- <br />12 5/8 2550 2550 OK <br />17 5/8 <br />17 5/8 <br />- <br />12 5/8 <br />12 5/8 <br />- <br />2550 <br />2550 <br />- <br />2550 <br />2550 <br />- <br />OK <br />Tension grid <br />(lbs)Length <br />2499.94 <br />103.27 <br />Min. Stem <br />Width <br />Dia- <br />meter <br />Min. <br />Embed. <br />Dimensions (in.) <br />Model No. <br />Corner <br />Grids <br />1 <br />A <br />B <br />-- <br />--- ------ <br />- <br />OK <br />- <br />SDC C-F Stat <br />6 <br />6 <br />-0.00 --- 0.00 <br />Dgrid (lbs) Vux (lbs) RM (lbs-ft) <br />4.00 9.33 2.00 1.00 727.80 263.95 975.15 527.90 <br />-0.00 <br />1 <br />HOLDOWN DESIGN EAST - WEST DIRECTION <br />15.00 10.00 9.33 <br />16.00 <br />10.00 <br />GRID Length <br />critic b(ft.)(ft.)Stat <br />R.R C.J <br />Design T (lbs) HDU <br />- <br />9098.13 2142.56 HDU <br />2 2306.25 OK <br />Capacity <br />(lbs) * <br />SSTB16. <br /> 5/8 <br /> 5/8 <br /> 5/8 <br />- <br />17 5/8 <br />* Capacity is reduced by adjusted factor = <br />--- 0.00 ----- <br />0.75 <br />-0.00 <br />2142.56 <br />----- <br />-- <br />----- <br />- <br />Omqross <br />(lbs-ft) <br />Tributary <br />width (ft.)D (lbs) <br />--- ------ <br />0.00 -- <br />End <br />Allowable tension Loads (lbs.) <br />SSTB BOLTS AT RAISED FOUNDATION* <br />--- <br />15