Friday, March 30, 2018
Tuesday, March 27, 2018
Engineering Evaluation Of Plywood Decking Subsequent To Long Exposure To Elements For New ICF House In SouthEastern MI -- ANAND Enterprises Project EneE1Bai_1
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I was at the project site on Mar-26-2018 to look at the condition of the plywood decking of the house subsequent to long exposure to elements.
In the following I present some pictures of plywood decking that shows some damage, swelling, opening at seams, stripping,cracking etc -- the more severely damaged boards have been marked with a red x.
ctures that I had during my field visit.
Thursday, March 22, 2018
Engineering Evaluation Of Roof Steel Trusses As Installed In New ICF House In SouthEastern MI -- ANAND Enterprises Project EneE1KloM1
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Based on my field inspection of the trusses as installed, the information provided to me, my engineering judgment, and my practical experience, I found that the trusses have been installed in a workman like manner and will carry all the intended dead and live loads safely and securely.
In the following I present a few pictures that I had taken during my field visit.
Engineering Evaluation Of Roof Slab For Earth-Sheltered Home In SouthEastern MI -- ANAND Enterprises Project FanM2J1801
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The roof slab was poured in January 2018: conc 4000 psi, rebar A615 Gr 60. The engineer contracted to provide consulting services has not been available, so I was asked to review the construction and provide a report for the Building Official.
Since this was an after the fact situation for me, I reviewed the documents, interviewed the owner, and the concrete work contractor, and conducted a field visit to look at the roof slab as-built.
Based on my field inspection, the information provided to me, my engineering judgment, and my practical experience, I believe that the reinforced concrete roof slab as-built is structurally acceptable and will carry all the intended dead and live loads safely and securely.
I present here some pictures that I had taken during my field visit of Mar-21-2018.
The roof slab was poured in January 2018: conc 4000 psi, rebar A615 Gr 60. The engineer contracted to provide consulting services has not been available, so I was asked to review the construction and provide a report for the Building Official.
Since this was an after the fact situation for me, I reviewed the documents, interviewed the owner, and the concrete work contractor, and conducted a field visit to look at the roof slab as-built.
Based on my field inspection, the information provided to me, my engineering judgment, and my practical experience, I believe that the reinforced concrete roof slab as-built is structurally acceptable and will carry all the intended dead and live loads safely and securely.
I present here some pictures that I had taken during my field visit of Mar-21-2018.
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