HomeMy WebLinkAboutEngineering Whole House Engineering, LLC
WA 4451 St. Lucie Blvd.
A Fort Pierce, FL 34946
(772) 409-1010 office
WHOLE HOUSE ENGINEERING (772),409-1015 fazs
March 22, 2018
Re: St. Lucie County Building Department Slab Inspection:
Site HAB—3BRHC
7803 James Street
Fort Pierce,FL 34951
This letter is to address the adequacy of the slab, foundation, and Ufer ground installation based on
the review of photo documentation and field visits to the site listed above.
The existing slab, foundation, and Ufer ground as shown in the attached photos and determined
from on-site documentation has been deemed to adequately meet the requirements of the record
design documents. Soil was properly compacted in accordance with design document requirements
prior to the installation of the poured concrete (See attached compaction results). Additionally, steel
reinforcement was adequately placed and located in accordance with the record design documents
prior to the pouring of the concrete (see attached photos).
Please advise if you have any questions and/or comments regarding the information contained
within.
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Sincerely, ���* 1�..�:•7Rf��'iP
Whole House Engin $ s,° N as -.. �P`+
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Anthony Digi[al�signea� Anthon i °•
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III Date:2018.03.22 N
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Anthony T. Tombo,PE, SE AL #:
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Appendix B—Compaction Test
Soil Nuclear Gauge Client: Prc;¢a:
{h Repor.Data:320/2018 R Mess+,Consaucuon t7.77C..00
AS. 0693e 134.50 N` 1 •n5m: RM. 1 n i., t7'.-
_ 60, t c osse Co s:n;ctb^20 17.8 h"as:r
msi:u Oke=nobee.FL 34913 Arree:nent
gas;O,lva1:; Vanou9I OCADOns
FL
I Test Results
Optimum h".aximum I In Place LPL-c0 ?robe MiMAac
etsst Soil b!olsture Cry 0¢n'41 MV!un Dry Danziry CepU1 Percprt C—P,
Tema I Cf Proctor l0 M1IeNOC Cinxsificatien t•.4) (pcf) M) (Pct) (in) itemp�0. iY.) � mark
1 1 ! 227£ 1 P-t NIA 14.1 1 102.6 1 t22 1 101.5 1 12 1 99 951105 1 ^Paw
I 2 i 1 222t£ 1 P-t I NIA 141 1 iC2.6 11.9 1 :C2.3 1 12 1 100 351105 I Pass
I I 222t1£ I P-1 NfA I 1-1 I 1C2b I t1.7 102A 1 12 1 100 95/705 1 2au
Test Information
Gauge
i Tests�iest Lo�tlen ElcvaSon Re}cr¢nce hlakel hiodellSN/Ca1:6rsxp Fate Technicv:n
1Se`tivSac G-ace:7S03!ames Read.Fen Pc—Foundation Pad.Sove+cast Seceon l 10.1 'roxler`2 G12.976r Smxn,:obnna
2 i8t'cN Sac Grace.7803 James Road.Part Pares.Fpunoation Pad.Nonrrest5eaion 1 10.1 Troxle f 3440 127976/ Sr..[r,.cnnNa
15—S'ac Grace'7b03_--s Road.Fdn P�crce,Foundation Pad.Comer
area 0.1 'rcx:r/3=:0127476 r ISm.,n.:p:1r.N¢
Rem.-ks Comments
i?.....:Tess resin Oxr.0 Y sY.aSrations 'esn am•our 7.ammsuca•{storm A)u1au;ca¢ceps•.a r�.ed as
.xseer•.Gv¢a 042a[M Cps pn GO rrt m¢YT.V aga.YY.
vlltttll llll/rr/++
1,10EVSE'
No 63218 =
0,01203� nt.$--7E OF C(��
Pr' raf?jElb'er 8-is
Stete 6ft�6Lf; AL N:0
Test Rs::prs s.all net oe reo-ocuce0,"zeoi in fOi-tnovt L:e acp'eual of GFA In;ematmral Inc Page t of
J.g,21:y signet or..^.ted=,!as Of ti iS doC-:'pent are pet nanSde-ed s'gneo and Sealed a-d-.h.stsnat_re==,oe vw;fieo on any elac;-onid COo,es.
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