BPP-12-20-2776 inspection paperworkEl
1820 NE Jensen Beach Blvd.
Markham Services, Inc. fCA3bU1N) Jensen Brach. FL 1te 34957
Friday, February 5, 2021
Miami Shores Village
Building Department
10050 NE 2nd Avenue
Miami Shores, FL 33138
Re: Permit Number: BPP-12-20-2776
Name: Bonfranceschi Residence
Address: 474 NE 951h Street, MS
Contractor: Essig Pools
Inspection: Soil Bearing
To Whom It May Concern,
1 was rttained by the Contractor regarding the soil bearing of the ground located at the pool
and associated areas. During the excavation of the pool, a visual observation of the site
was made of a sandirock mix_
In accordance with FBC Residential Table R401.4.1.7 the pool foundation has been
designed assuming 2,000 psf soil bearing capacity as there is a sand4ock mix_
It is my professional judgement and professional opinion, given the observation of a
sandfrock mix, that the ground will provide the required minimum soil bearing of 2000 psf,
which is capable of supporting the swimming pool and associated deck. if any per the
referenced FBC Table above.
If there are any questions, please contact me_
Sincerely,
Digitally signed by Wayne
Markham Bennett
'Date: 2021.02.05 15:50.27 -05'00
Wayne Markham Bennett, P.E.
`1 �►�►�� I1lr �'�' r
i.' N 7216
s t TIE OF
ifcf"Ag�r`:raF.--ria.1.-pik .ifl.drem lurrwtnini&wJ.iVwJmAwmhilenddwl-qa cr"WkmfKi—Am:fe.hnniriufin
Wayne Markham Bennett, P.E. FL 57216
►ray rickewmb-pe.com
(954) 818-3825