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HomeMy WebLinkAboutEngineering & Testing LetterBECHTOL ENG1 NEERING RECEIVED FEB AND: TESTING, it l c: � T..202Z. • county St. Lucie ermitting . Januar .28; 2022 . y . BET Project No G21385 woi o3 TO: Ms: Justine Marzulli 03 17 7030 Gullotti Place..,. Port Saint Lucie 'Florida 35052 RE: Alternate.Carport Foundation 7,030 GUllotti Place.. Port Saint Lucie; Saint Lucie County, Florida 17ear.Ms:, Marzulli: The:folloWing.is.in:response to your, inquiry-regarding.the use.of a uniforrh 4" thick.slab. iri lieu, of the thickened monolithic slab section shown.on.the .plans' for.support of the- main building wall directly.adjacent to the lean4o of the: 20' x_ 31' carport structure at the above referenced :site:: . Provided. that, the, slab.. has; a minimum. uniform. thickness &A .inches,. and ..that a ase rails are .= �tror. �d,,tp tlMla " dja' ce t to each �Q t as per th laps an h,�a t ie slab extends_a mtni urr : • ©6� _'ohes e .ond t use r II which • r•v►des�o_ ad quate concrete breakout resistance, it.�is the. • opiniorrofthe undersigned En.gineerthatthe.foundation; as constructed, will tie sufficientto.piovide adequate foundation support_and:wind upliftresisteince of the.proposed improverrlents,-and to.rheet the wind load::requirerhents:of Section.16096f the Florida Building.Code Seventh Edition (2020.) and Chapters 26 and 3.0 of ASCE 7-10. If you should have any questions or require additional information, please do not hesitate to. call. Respectfully; Beehi!ol Engineering. a . e , $, l� sY C. o 9 53 . ove B:.Pat , P.E: S. i P. '• �2� Senior :G techni al Engii<(e Love e1,P.E.,,State FloridafAt /®:NA a' Professional Eagineer; License No. 90753. ��yk44Mllt\ _ . • CONSULTING GEOTECHNICAL. ENVIRONMENTAL; AND MATERIALS TESTING ENGINEERS .605 West New Y&k.Avenue, Siiite A. • DeLand, ,FL 32720-5243 a Teleptione (386) 734-8444 FAX (386) 734-8541