RC-09-21-2269 465 Grand Concoursef;�C - bq - 2- 1 - 22-&'�)
PEST CONTROL, INC.
NOTICE OF TERMITE PROTECTIVE TREATMENT
AS REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6
AS PER 104.2.E-IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED,
FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL.
DATE OF TREATMENT: , TIME OF TREATMENT: IN APPLICATOR:
OUT
BUILDER NAME: I
TREATMENT ADDRESS: �r�,sS L r�nC' c?r SL
JOB #: 1 . S 4, LOT:
SPRAY & TAMP PRAY ONLY SPRAY #
CHEMICAL: & .-kfF fe
MONOLITHIC
CHEM
DATE OF T
BLOCK: UNIT:
RESIDENTIAL COMMERCIAL ADDITION
`70 GALLONS
760 S/F STEMWALL
L/F
STAGE OF TREATMENT (HORIZONTAL, VERTICAL, ADJOINING SLAB, RETREAT OF DISTURBED AREA
PERIMETER TREATMENT
i_
% GALLONS
TIME
L/F
,TOR:
SF
1020 S. STATE ROAD-f- J PLANTATION, FI y6DA 33317 954-584-8588 Y-800-749-8588 FAX: 954-584-6117
L/F
GEOTECHNICAL I ENVIRONMENTAL i MATERIALS TESTING i ASBESTOS I ROOF TESTING i INSPECTION SERVICES I DRILUNG SERVICES
QEc DYNATECH ENGINEERING CORP.
WWW_r)YNATECHENGINEERING.COM
MOISTURE -DENSITY RELATIONS OF SOILS
PROCTOR COMPACTION TEST
DATE: Mav 26.2022
CLIENT: DISTINCTIVE HOMES
PROJECT: Proposed Additionna,
ADDRESS: 465 Grand Concourse. Miami Shores. F' I. 33138
CONTRACTOR: Distinctive Homes
MATERIAL DESCRIPTION: Tan sand
SAMPLED BY: WD TESTED BY: WD
TEST RESULTS
Sample Number 1
The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a
10 Ib. Hammer and an 18" drop ASTM D-1557.
% MOISTURE DRY DENSITY
5.1 100.3
6.7 103.6
7.8 105.0 108
11.7 104.9
106
104
Optimum Moisture 9.2 Percent
100%Maximum Dry Density 106.8 lbs./eu.ft, 102
% Passing'/<" Sieve 96 Percent
100
98
Sampled By: WD \
-Tested By: WD
Checked By: WN �tttl111ttr��4 6 8 10 12 14
SHAD N'�•',-�
�•` Sp ,.• •••. Respectively submitted,
As a mutual protection to clients, the public and ourselves, all reports ^�� �� ] : • 4�C N'r¢ •••. �9 �� ,5�
are submitted as the confidential property of clients, and authorization ';y
for use, publication of statements, conclusions or extracts from or regar@n# : No• 39584 * -_ tssant Naai ant.
our reports is reserved pending our written approval. = *=DYNATFC14 ENGINEERING CORP.
STATE OF ;•4L— Florida Reg. No. 39584
[,r Certificate of Authorization No.: CA 5491
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GEOTECHNICAL I ENVIRONMENTAL l MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES
aEC DYNATECH ENGINEERING CORP.
W'W W,DYNATECHENGINEERING.COM
FIELD DENSITY TEST OF COMPACTED SOILS
DATE: Mav 26, 2077
CLIENT: DISTINCTIVE HOMES
PROJECT: Proposed Addition 'iy.
ADDRESS: 465 Grand Concourse. Miami Shores. FL 33138
CONTRACTOR: Distinctive Homes
Test No. 4 Location: East side of addition underslab
Test No. 5 Location: Center of addition underslab
Test No. 6 Location: West side of addition underslab
Test No. Location:
Test No. Location:
Description of Material:
Tan sand
TEST NO.
4
5
6
DEPTH
12"
12"
12"
FIELD DENSITY
105.2
104.9
105.6
MOISTURE CONTENT %
7,1
6.8
7.4
MAX. DENSITY IN THE FIELD %
98•5
98.2
98.9
COMPACTION REQUIREMENTS
% OF MAXIMUM DENSITY
98%
98%
98%
100% MAXIMUM DENSITY (LAB)
106.8
106.8
106.8
REMARKS: ALL ABOVE- TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS
�+��lritnri+trrill'I ..
Tested By: WD �,�` a..••••q '��,� Respectfully Submitted,
Checked By: WN .■` �� • •• ��•••.; _ S
'� • Nv. 39584
Wissam Naamani, P.E.
* — DYNATECH ENGINEERING CORP.
.p STATE Of _z Florida Reg. No. 39584
�v ••� Certificate of Authorization No.: CA 5491
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sS/O NAL �'``�`
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•A density test determines the degree of compaction of the tested layer of material only. In no way shall a density lest replace a soil bearing capacity determination a
soil boring test must he provided by client, prior to construction to verify subsoil conditions. As a mutual protection to the clients, the public and ourselves, all reports
are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved
pending on our written approval.