HomeMy WebLinkAboutCertificate Of Termite Treatment 12-18-17Planning & Development Services
Building & Cod6Regulation Division
2300 Virginia Ave
Fort Pierce, FL 34982
772-462-2172 Fax 772-462-6443
CERTIFICATE OF TERMITE TREATMENT
CONSTRUCTION SOIL TREATMENT
PERMIT #:�
BUILDER/CONTRACTOR:
PEST CONTROL CONTRACT01
B ADDRESS:
rn 7—&
300 e� uta--
EVICT-A-BUG TERMITE & PEST CONTROL INC.
PEST CONTROL LICENSE #: J13175775
We, the undersigned, hereby certify that we have pretreated the above described construction for
subterranean termites in accordance with the standards of the National Pest Control Association.
s
Square feet if area treated: ;-� 5-Y
Percentage of solution: .05%
Date of Treatment: i 31 I S
Footing
1st Treatment
Re -Treat
Driveway
1st Treatment
Re -Treat
Other
1st Treatment
Re -Treat
Chemicals used: DOMINION 2L
Total gallons used:
'30 �5-
Time of Treatment:
11 00 1 mo
Slab
ist Treatment
Re -Treat
Pools
1st Treatment
Re -Treat
7 e imeter for Final pection 12 j9p
Signature of Extermin r Date
'?�jXi
�arf-
plvrx
Note. There must be a completed form for each required treatment or re -treatment and this form must be on the job
site to be picked up by the inspector at time of each inspection or the scheduled Inspection will fail and a re inspection
fee charged.
FBC104.2.6 Certificate of Protective Treatment for prevention of termites A weather resistant jobsite posting board
shall be provided to receive duplicate Treatment Certificates as each required protective treatment is completed,
providing a copy for the person the permit is issued to and another copy for the building permit files The Treatment
Certificate shall provide the product used, identity of the applicator, time and date of the treatment, site location, area
treated, chemical used, percent concentration and number of gallons used, to establish a verifiable record of
protective treatment. If the soil chemical barrier method for termite prevention is used, final exterior treatment shall
be completed prior to final building approval.
St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on
the electrical panel box cover, listing all the treatments and dates of applications.
Revised 7/24/2014
edet-al
& TESTING INC.
'Z-Z�S-�3o\
Phone 954-784-2941
SEC 2037 800-848-1919
Fax 954-784-7875
peI ; Irn ilv(., www.fed-eno.com
250 SW 13th Ave Pompano Beach, FL 33069 St. Lucie County, FL
Field Density Tests of Compacted Soils Method D-6938
Project: Proposed Residence Date: December 4, 2017
Address: 2300 Canoe Creek Lane, Fort Pierce, 'FL 34981. Order #: 17-2794
Area Tested: Building Pad - Retest Permit #: ��IoSs — c3oa;N
Material Type: Light Brown Sand Tech: BK
Client: Groza Builders, Inc.
Address: 511 SW Port St. Lucie Blvd. Compaction Req.: 95%
Port St: Lucie, FL 34953 Proctor Method: ASTM D-1557
Test
TEST LOCATION
Probe
Depth
p
Elev.
Moist
oho
Dry
Density
PCF
Proctor
Value
PCF
Optimum
Moisture
%
Compaction
Pass
1
Center of Building Pad
12"
FL
12.3
.102.8
105.8
14.0.
97.2%
Yes
2
SW Corner of Building Pad
12"
FL
1-1.8
101.5
105.8
14.0
•95.9%
Yes
- 3
NW_Cornerof Building Pad. -
12"
..-FL.-
.11.0
101.3
-.105.8-.-
14.0.''-
-95:79/o
--Yes
4
SE Corner of Building Pad
12"
FL
7.3
101.9
105.8
14.0
96.3%
Yes
5
6
7
8
9
10
11
12
13
14
Remarks: See Reverse Side (Page 2 of 2) for Additional Information for Disclaimer
This is a Compaction Test only on the top 12" of the pad and is not a verification of Soil Bearing Capacity.
Legend for Elevation:
PR = Proofroll 1,2,3 = 1st, 2nd, 3rd Lift Submitted by:.
SL = Springline FL = Final Lift Keith LeBlanc; P.E.: ��S ,
SG = Subgrade BG Below Grade Federal Engineering &-Testing, Inc.
BC = Basecourse BOF =Bottom of Footing Florida Reg. No. 59394
TOP = Top of Pipe FG = Finished Grade Certificate of Authorization #5471
As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of client, aad authorization for publication of statements,
conclusions or extracts from or regarding our reports Is reserved pending our written'approval. A de7tsl y\te"st cicitermifies the degree of compaction -of the tested liyer of
material only. A density does not replace a soil bearing capacity determination. These density tests do notsertify the underlying 'soil materiils below the proposed structure.
The results do not preclude or guarantee that future settlement and cracking will not occur. A soli boring Ses%)s-regulrei� to certify,,�ra2 the underlying soils will support the
proposed structure without settlement. If no soil borings have been performed to verify the underlying soils, wE-recoriqrrtendahbi soil.6orings be performed to evaluate the
suitability of the underlying soil to support the proposed structure. After laying dormant for a period of 90 days or after.heavy, ralrhstoims, retesting must be performed on this
work.
PAGE 1 of 2
r-�
Compacted Solis Method D-6936 Disclaimer
Pursuant to your request, Federal Engineering & Testing, Inc. (FET) has performed a compaction test at the referenced
project on the reverse side. The purpose of our test was to determine the degree. of compaction of the tested layer of
material only. In noway shall a compaction test replace a soil bearing capacity determination. A soil boring test must be
performed by the client prior to construction to verify subsoil conditions. Our scope of services only included testing the top
12" of added fill material. FET was not contracted to perform supervision of the building pad preparation. This testing of
the added fill material does not include an analysis of the underlying soil materials to determine if they are capable of
supporting the proposed structure without settlement. This density compaction test does not warranty any underlying soil
materials or conditions below the tested top 12 inches of material. If no soil borings have been performed in the location of
the proposed structure, we recommend performing soil borings below all foundation areas of the proposed structure to
verify the underlying soil conditions.
Environmental analysis of the soil materials is not part of the scope of services. ..If environmental analysis of the soils is
required, we can provide a proposal for performing an environmental analysis of the soil materials. The scope of services is
for determination of the degree of compaction of the,tested layer of material only. No other analysis is implied or warranted.
Job project specifications were.not available at the time the work was performed. Determination of,the pass/fail compaction
results are based on current common industry requirements of 95% of the ASTIVI D-1557 standard for building foundations
and 98% of the AASHTO T-180 standard for paved 'areas such as roadways and parking lots. If different specifications. are
required, Federal Engineering & Testing, Inc. shall be notified.
Our findings are relative to the date and areas of our site work and should not be relied upon to represent conditions on
other areas or dates. Any subsequent site disturbances due to water erosion, rain waters, construction activities, utility or
footing excavations, overgrown vegetation, traffic and other disturbances will void this test and the site must be re -
compacted and re -tested prior to construction.
As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of our client
and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved
pending our written, approval.
It has been a pleasure working with you and we look forward to doing so in the near future.
Page 2 of 2