CERT OF OCCU Is lib&T
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PEST CONTROL, INC.
STATE LICENSE NUMBER 3995
2771 Vista Parkway • Suite F10 • West Palm Beach, FL 33411
PHONE TOLL FREE FAX
(561) 793-1198 1-888-221-7740 (561) 791-2337
PRE-CONSTRUCTION SUBTERRANEAN TERMITE TREATMENT
ADDRESS 135 S w 1 54 A V"� LOT
cm fiSPmiG, IL 33135
BUILDER N(7c W10•V\ (or) 5+r lA c- k o dI Sf MGTRACTOR
MODEL RRESIDENTIAL - COMMERCIAL
OWNERS NAME
MAILING ADDRESS
IF DIFFERENT THAN ABOVE
HORIZONTAL AREA TREATED: - -11(21JE _FRONT ENTRY- _PATIO- _ADDITION
_OTHER '/ //- .,l
DATE TREATED I - IS- /G �/ TIME� 9..OU £t TECHNICIAN /1 ic(/I/`�
TERMITICIDE ( -_ 7 PEi -Ft AT o 2S
SQUARE FEET TREATED ZO 2. -1 GALLONS 2.03 6/V LINEAR FEET
TOTAL SQUARE FEET
Or SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED,FINAL EXTERIOR TREATMENT
SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL(FLORIDA BUILDING CODE 104.2.6)
DATE VERTICAL TREATED TIME TECHI NCIAN
LINEAR FEET GALLONS TERMITICIDE
ENTIRE VERTICAL _PARTIAL VERTICAL _DRIVEWAY _SIDEWALK
TYPE OF TREATMENT: SOIL BARRIER _WOOD TREATMENT _BAITING SYSTEM
IF THIS BOX IS CHECKED,THEN FINAL PERIMETER TREATMENT HAS BEEN COMPLETED AND THE
FOLLOWING IS APPLICABLE:
CERTIFICATE OF COMPLIANCE:THIS BUILDING HAS RECEIVED A COMPLETED TREATMENT FOR
THE PREVENTION OF SUBTERRANEAN TERMITES.TREATMENT IS IN ACCORDANCE WITH THE RULES AND
LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTI/RE4ND CONSUMER SERVICES.
(FLORIDA BUILDING CODE(FBC) 1816.1.7)
ke.V1 J CALFrA7E use 197318
APPLICATOR'S NAME (PLEASE PRIM)
Revised 619-13 FORM/910
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AL L T E R R A
ENGINEERING & TESTING
3866 PROSPECT AVENUE • SUITE 9 • WEST PALM BEACH, FLORIDA 33404 • (561 ) 881 -1939
April 5, 2016
PDG Homes
2326 South Congress Avenue - Suite #1 F
Palm Springs, Fl 33406
RE: Proposed Residence — Boynton Heights Addition - 135 S.W. 1ST AVENUE - Boynton
Beach, Florida (Allterra Job No. 99-376)
Dear Client:
This is with reference to the compacted building pad on the above referenced site.
The building pad has been prepared, examined and tested in accordance with accepted
Engineering practice and certain requirements of chapter 18 of the 2014 Edition of the
Florida Building Code and Palm Beach County Amendments.
Based on the results of the attached test reports, the one or two story building pad area
(1 ' of fill and natural ground) has been developed to a minimum soil bearing value of
2,500#/FT.2. (The building pad area is defined as an area a minimum of five feet beyond
the proposed building lines, locations and dimensions as given by others).
It shall be the responsibility of the owner or contractor to maintain the building pad in a
manner that will preclude soil erosion.
If you have any questions concerning the above, please feel free to contact our office.
Yours truly,
0tttttRill rur,,
Allterra E e
Florida Certi` 1 lith&ri (166 r%39
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ALLTERRA
ENGINEERING & TESTING
3866 PROSPECT AVENUE • SUITE 9 • WEST PALM BEACH. FLORIDA 33404 • (561 ) 881 -1939
REPORT OF DENSITY TESTS JOB NO. 99-376
PROJECT Boynton Heights Addition- 135 S.W. 1ST AVENUE- Boynton Beach, Fl
CLIENT PBG Homes
NUMBER OF SAMPLES 4 TESTED BY MD DATE 4/5/16
SOURCE In Place Material REPORTED TO Client
INTENDED USE Compacted Soil -Building Area
SPECIFICATIONS GOVERNING 95%of AASHTO T-180
LOCATION DEPTH DENSITY PROCTOR %DENSITY
PROPOSED RESIDENCE
Northwest Corner
of Building Area 0'-1' 108.7 112.0 97.1
Northeast Corner
of Building Area 0'-1' 109.3 112.0 97.6
Southeast Corner
of Building Area 0'-1' 107.9 112.0 96.3
Southwest Corner
of Building Area 0'-1' 110.1 112.0 98.3
These tests are representative of and apply only to the location and depth shown above
Authorization for publication of statements,conclusions,or extracts from or regarding our reports is reserved pending our written approval
I -
ALLTERRA
ENGINEERING & T ES T 1ING
3866 PROSPECT AVENUE • SUITE 9 • WEST PALM BEACH, FLORIDA 33404 • (561 ) 881-1939
REPORT OF PROCTOR ANALYSIS JOB NO. 99-376
PROJECT Proposed Residence- Boynton Heights Addition- 135 S.W. 1ST AVENUE-Boynton Beach, Fl
CLIENT PBG Homes
DATE SAMPLED 4/5/16 SAMPLED BY MD
DATE TESTED 4/5/16 TESTED BY DWD
SOURCE In Place REPORTED TO Client
SPECIFICATIONS GOVERNING 95%of AASHTO T-180
REMARKS/DESCRIPTIONS OF MATERIAL
T-180
Compacted Soil
Brown and Tan Fine Sand,
slight trace of rock
113.0
112.0
40 •
/ •
/
•
-
DRY WEIGHT 111.0 •
•
•
•
I
F
110.0
109.0
9.0 10.0 11.0 12.0 13.0
% MOISTURE
MAXIMUM DENSITY 112.0 POUNDS PER CUBIC FOOT
OPTIMUM MOISTURE CONTENT 11.0 PERCENT
MOISTURE/DENSITY CURVE MAY NOT REFLECT LABORATORY CONFIGURATION
Authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval.