190 NW 102 ST TERMITESNotice of Preventative Treatments for Termites
(As required by Florida Building Code (FBC) 104.2.6)
4*0* Pest Control Co.
8310 SW 43rd Street O Miami, FL 33155
Phone: 305-221-3149
190 NW 102 ST Miami,Fl
Address of Treatment or Lot/Block of Treatment
3/21/22 4:00 pm
Date Time
Premise 75 Imidacloprid
Product Used Chemical used (active ingredient)
.05% 400 SF
Percent Concentration Area treeated (square feet)
wc
Ralph Hueso
Applicator
40 Gallons
Number of gallons applied
Linear feet treated
Horizontal & Adjoining Slab
Stage A treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area)
s per 104.2.6- If soil chemical barrier method for termite prevention is used, final exterior
eatment shall be completed prior to final building approval.
this notice is for the final exterior treatment, initial and data this line
3/21/22
3EOTECHNICAL I ENVIRONMENTAL 1 MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES
rE6 DYNATECH ENGINEERING CORP.
WWW.DYNATECHENGINEERING.COM
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MOISTURE -DENSITY RELATIONS OF SOILS
PROCTOR COMPACTION TEST !;Izq#L-
DATE: March 26, 2022
CLIENT: J WORKS
PROJECT: Proposed Addition _
ADDRESS: 190 NW 102 Street. Miami. FL 33160
CONTRACTOR: J WORKS
MATERIAL DESCRIPTION: Tan coarse sand
SAMPLED BY: WD
TEST RESULTS
Sample Number I
TESTED BY:WD
The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a
10 lb. Hammer and an 18" drop ASTM D-155 7.
% MOISTURE
4.5
5.8
7.2
12.0
DRY DENSITY
Optimum Moisture 9.2 Percent
100% Ma,,ximum Dry Density 109.8 lbs./cu.ft.
% Passing'/.," Sieve 94% Percent
Sampled By: WD
Tested By: WD
103.1
105.9
103.1
107.6
III
109
?07
105
103
101
Checked Tay: W'_;v' ►S�IA �►►►►� I•frrrf 4 6 8 ] 0 12 14
`CGyp .� NS ;qff ',- Respectively suhmittFd.
AN a mutual protection to client%, the public and ourselves. all reports Z t £ �
are submitted as the con; lidenlial proper[}• ofclicins, and aulhoritalinit = ,1� 1J0. 39584 * —
far use. publication of statements, conclusions or extracts from or retarc&L I�JVissam N 8trianl, P.E.
our reports is reserved pending our written approval. * 93YNATECH ENGINEERING CORP.
STATE OF --Tlorida Reg. No. 39584
Certificate of Authorization No.: CA 5491
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ZONAL
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GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES
�c DYNATECH ENGINEERING CORP.
FIELD DENSITY TEST OF COMPACTED SOILS
DATE:
March 26.2022
CLIENT:
J WORKS
PROJECT:
Proposed Addition
ADDRESS:
190 NW 102 Street Miami. FL 33160
CONTRACTOR: J WORKS
Test No. 1
Location: East side of addition underslab
Test No. 2
Location: Center of addition underslab
Test No. 3
Location: West side of addition underslab
Test No.
Location:
Test No.
Location:
Description of Material: _ Tan coarse sand
TEST NO.
1
2
3
DEPTH
12"
12"
12"
FIELD DENSITY
108.2
108.6
108.4
I
MOISTURE CONTENT %
7.1
7.4
7.2
MAX. DENSITY IN THE FIELD %
98.5
98.9
98.7
COMPACTION REQUIREMENTS
% OF MAXIMUM
98%
98%
98%
100% MAXIMUM DENSITY (LAB)
109.8
109.8
109.8
REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS
* Please note this is not a pad certification. A soil boring must be performed to determine subsoil conditions below the tested compaction layer prior
to construction.
■�,��Itttttluf �r
,tit`'°*, SAAD�yA`'•rRespectfully submitted.
Tested By: WD - •'� = _ r .SS
Checked By: WN No. 39584
* — issatn MarnanivP.E.
DYNATECH ENGINEERING CORP.
-p'., STATE OF . r Florida Reg. No. 39584
-JJJf�O1 •,�� tap•, 4ve Certificate of Authorization No.: CA 5491
Ft
►.,,S/IONAL;,,.■.
'A density test determines the degree of compaction of the tested layer of material only. In no way shall a density test replace a soil bearing capacity determination.
soil boring test must be provided by client, prior to construction to verify subsoil conditions. As a mutual protection to the clients, the public and ourselves, all
,-eons are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is
aeserved pending on our written approval.
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