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Times published that accentuate an issue potentially with rebar. you know the issue. give me the lay explanation of what i m looking at. what you re looking at there is the slab that failed or fell off that potentially was supporting that column. again, i want to caution against speculation or assigning design flaws or construction flaws. it s way too early to determine that. but i believe in the report it also recommended to have support piles added to those columns. again, if that engineer felt that strongly, i think we merit further investigation for the design constraints. you know there is a question being raised as to whether the amount of rebar that s in that photograph comports with the original design drawings. i guess, though, the original design drawings are not as telling as the final design ....
Column. now, again, i want to caution against speculation or assigning design flaws or construction flaws. it s way too early to determine that. but i believe, in the report, it also recommended to have pile support piles added to those columns. so again, if that engineer felt that strongly, i think we we merit further investigation for the design constraints. you know that there s there s a question being raised as to whether the amount of rebar, that s in that photograph, comports with the ori original-design drawings. i guess, though, the original-design drawings are not as telling as the final-design drawings. what would you most want to see? absolutely. i mean, this is on an old billing and i i have reviewed the plans and but the plans are old, as well. and we don t know if there was a revision to those plans. we don t know if there was a structural-plan review that caught some error and and, ....