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4713 CARLTON RD 2016-01-01 MF Import
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4713 CARLTON RD 2016-01-01 MF Import
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Last modified
1/24/2017 8:53:08 PM
Creation date
1/24/2017 8:52:35 PM
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Address Document
Street Name
CARLTON RD
Street Number
4713
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. <br /> November 12, 2008 <br /> Allstate Insurance <br /> Mitchell Residence Fire Damage <br /> Most ot the (loor sheathing and the top halt of the joists were protected by insulation <br /> and were not signi(icantly charred. Where it was cha:red, ihe thickness ot the char <br /> was minimal (Photo 32-34). The bottom o( the sheathing may be scraped and <br /> sealed. However, il the hardwood (looring of the bedroom above is being replaced <br /> (Photo 35), it may be more economical, and more certain with regard to preventing <br /> ongoing odor release, to replace the Iloor sheathing and many ot the joists, rather <br /> than scraping and sealing ihem. <br /> At the (3) 2x8 beam spanning norih-south 7' easl of the west wall (Photos 24, 25, <br /> 28, 29), ihe beam may be scraped and sealed, but due to the dil(iculty oi cleaning <br /> between the wood members, it may be more efficient to remove and replace the <br /> beam as noted on the schematic plan. <br /> Other members, including sill plates, blocking, wall plates and studs, have varying <br /> amounts ot surface charring, but are not signiticantly damaged trom a siructural <br /> standpoint. The deterniination of whether each member is more effectively cleaned <br /> and sealed, or removed and replaced, is probably better left to the contractor. <br /> Shelving units are not siructural elements, but the eMent ol damage to the small <br /> vertical members and thin shelves, leads to the conclusion that they cannot be <br /> practically restored and must be replaced. <br /> Af(ected concrete wall surfaces can be cleaned and sealed. <br /> L,mitations: <br /> Except as discussed, no physical testing has been performed and no calculations <br /> have been made to determine the adaquacy of any of thQ siructural members <br /> mentioned in this report, or of the overall structural system o( the building or its <br /> compliance with accepted building code requirements. Our conclusions are <br /> prolessional opinions derived in a manner consistent with the ievel and skill <br /> ordinarily exercised by other members of the profession currently practicing in this <br /> area. The accuracy ol ihe conclusions is limited by ihe extenl of investigation <br /> requested and the accuracy and completeness oi tho information provided by <br /> others. Conclusions are subject to modification if additional intormation is <br /> presented. This report does not constitute a design, nor does it address any <br /> portions ot the siructuro other than the items mentioned. This report daes not <br /> provide any warranty, expressed or impliod, for any portion of ihe existing strudure. <br /> This report does not address any non-siructural systems such as electrical, <br /> plumbing, heating, ventilating or mechanical systPms. <br /> Page 2 of 3 <br />
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