BPP-10-22-2485 Soil Test 10520 NE 6 AveEMILILANO OUOZCU, P.E.
Professional Engineer
949 SW 1 22 AVE.
MIAMI FL. 33184
PHONE: (766) 71 5 - 71 25
November I st, 2022
SOIL STATEMENT cppz
CITY OF MIAMI SHORES :�,`� •'S� .•.'¢l
BUILDING DEPARTMENT
OWNER: Mr. & Mrs. ALEJANDRO M. MENENDEZ & SYLVIA A. ZAKZU
ADDRESS: 10520 NE 6 AVE., MIAMI SHORES, FL 33138 9��'•.. �O,QV
PERMIT#: BPP-10-22-2485 ..
�,...R 0 F��Sr�
ATTN: BUILDING OFICIAL
For design purposes, in this project a bearing value of 2000psf has been utilized.
This bearing value is typical of a soil with combination of undisturbed sand and
limerock.
The pool has been excavated and after a visual inspection we are attesting that
the soil conditions are similar to the ones describe in table 1804.2 of the Florida
Building Code: Building Chapter. Basically this a soil presenting materials such
as sand, silty sand, clayey sand, silty gravel and clayey gravel or better to the
used in the design.
I hereby attest that to the best of my knowledge and professional judgment, the
structure is structurally sound and the pool satisfy the requirements of the code in
effect on date when construction was done.
If I Could f any further assistance to you, please feel free to contact me.
Emiliano Orozco
Emilianocentury21 @gmail.com
(786)715-7125