HomeMy WebLinkAboutInspection Docs — -- 17o7
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WATER 'COMM ST.LUCIE CO TY UTILITIES-P.O.BOX 728 FT.PIERCE FL 34982 ---
✓ SEWER RES
NAME
METER SZ. M/FIRR
ACCT.#
$ l / `7 • i 1 V SECURITY DEP SERVICE ADDRESS
SERVICE FEE a, f 2 SAME DAY FEE SUBDIVISION ��L� LOT ll 3 BLOCK
OVERTIME FEE T+ X A
&I
METERINSTALL.' BILLING RESS,�^ (-
CFC/WATERV r ►\
FPUA CFC •
PHONE# -MOVE IN/CLOSING DATE
CFC/SEWER
GUAR.REV. This application hereby request and authorizes the Utility to render water and/or sewage disposal
services to the premises described above in accordance with the Utilities present or future rates,
LATERAL rules and regulations,which by reference are made a part of this contract.Applicant agrees to pay
the Utility promptly for such services in accordance with the established rules and regulations.
$ TOTAL CUSTOMERS DEPOSITS ARE NON NEGOTIABLE OR TRANSFERABLE.
CUSTOMER SOCIAL SEC/
SIGNATURE FED ID
NAME OF SPOUSE SPOUSE SOCIAL SEC.
OFFICE USE ONLY,^
DATE RECEIVED / CASH R RECEIVED BY�
WATER %COMM ST.LUCIE COUNTY UTILITIES-P.O.BOX 728 FT.PIERCE FL 34982
SEWER V RES
NAME
S METER SZ. M/F
ACCT.#
ITutj�n c
$ 174,4, (� SECURITY DEP SERVICE ADDRESS 31169 -1//U��S_ 6 LLL
SERVICE FEE
ffi�
SAME DAY FEE �J LOT /! 3 BLOCK
SUBDIVISION 1,/�-�=-��' GIJ��
� OVERTIME FEE
-METER INSTALL. BILLING RESS �
CFC/WATER PCJH
FPUA CFC PHONE# MOVE IN/CLOSING DATE
CFC/SEWER
This application hereby request and authorizes the Utility to render water and/or sewage disposal
GUAR.REV. services to the premises described above in accordance with the Utilities present or future rates,
LATERAL rules and regulations,which by reference are made a part of this contract.Applicant agrees to pay
the Utility promptly for such services in accordance with the established rules and regulations.
TOTAL CUSTOMERS DEPOSITS ARE NON NEGOTIABLE OR TRANSFERABLE.
CUSTOMER SOCIAL SEC/
SIGNATURE FED ID
NAME OF SPOUSE SPOUSE SOCIAL SEC.
OFFICE USE ONLY
DATE RECEIVED / CASH ONLY
DATE RECEIVED BY
/WATER MM ST.LUCIE COUN /Y UTILITIES-,P.O.BOX
�72f 8 FT.PIERCE FL 34982
L. SEWER RES NAME I ►u !�/ "
5!? METER SZ. M/F 6�IRR J
ACCT.#
SECURITY DEP SERVICE ADDRESS
SERVICE FEE
SAME DAY FEE ,f
SUBDIVISION S`+l� LOT D BLOCK
OVERTIME FEE
METER INSTALL. BILLING AD � �SS � /l� /
CFC/WATER QJb L
FPUA CFC PHONE# MOVE IN/CLOSING DATE
CFC/SEWER
I GUAR.REV. This application hereby request and authorizes the Utility to render water and/or sewage disposal
services to the premises described above in accordance with the Utilities present or future rates,
LATERAL rules and regulations,which by reference are made a part of this contract.Applicant agrees to pay
the Utility promptly for such services in accordance with the established rules and regulations.
TOTAL CUSTOMERS DEPOSITS ARE NON NEGOTIABLE OR TRANSFERABLE.
CUSTOMER SOCIAL SEC/
SIGNATURE FED ID
NAME OF SPOUSE - SPOUSE SOCIAL SEC.
OFFICE USE ONLY
DATE RECEIVED c'` CASH L RECEIVED BY f/V1
� p 1U;� Pn117RECENOTICE OF COMMENCEMENT
Permit No. Tax Folio No.
State of Florida County of St.Lurie
The undersigned hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,
the following information is provided In this Notice of Commencement.
Legal Description of Property:(and street address if available): 3116 Yellowstone Cir�(r, Fort Pierce, FL 34981
i
� General description of improvement: SFR Lot 113
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Owner information or Lessee information If the Lessee contracted for the improvement:
Name D R Horton Inc
Address 1430 Culver Drive NE. Palm Bay, FL 3207
Interest in property:
Name and address of fee simple titleholder(if different from Owner listed above):
� H
Contractor's Name: 1430 Culver Drive NE, Palm ay,FL 32907 u d
m
Contractor Address: 391:731-7972 Phone Number: r o f
LL
0 tP
Surety(if applicable,a cap of the payment bond Is attached):Amount of bond:$ Y
Name and address: IIVV// Phone number: W r N w
ezo�S
Lender Name: NIA Phone Number: 0 a w
dd Lender's address:
U °'
urw_��O
i
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section x a
713.13(1)(a)?.,Florida statutes: W m Z W 0
321-733-7972 H—Lu a w
Name: Rrian W_Davidson Phone Number: o if:p W
Address: 1420 Culver Drive NE,Palm E1219, El a9-5ln7
In addition to himself or herself,Owner designates of to receive a copy of the
Lienor's Notice as provided in Section 13.13(1)(b),Florida Statutes.
Phone number of person or entity designated by owner:
Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the
contractor,but will be 1 year from the date of recording unless a different date is specified)
WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENT'S UNDER CHAPTER 713,PART 1,SECTION 723.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SI E BEFORE THE FIRST
INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT. I
Under penalty of perjury,I declare that I I read the foregoing notice of commencement and that the facts stated therein are true to the best of
,f
my knowledge an ief.
(Signature of Owner or Lessee,or Owner's or Lessee's Authorized Officer/Director/Partner/Manager
(Slgnatorysrrtle/Office)
The foregoing instrument was acknowledged before me this 18 day of April Zp 17,
By as for
Name of Persoq Type of authority(e.g.officer,trustee) Party on behalf of whom instrument was executed
Person li nownv or produced identification
rPrrint,Type,
ature of Notary Public- a of Florida)
or Stamp Commissioned Name of Notary P icW—V
Public�NoWY P id Ification produced
Sandra
� �Eaphes�40r1040
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i RACE{ .
j PERMIT# ISSUE DATE
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PLANNING & DEVELOPMENT SERVICES
J•- i''... :;.;w.." Building & Code Compliance Division
j ®I BUILDING PERMIT
SUS-CONTRACTOR AGREEMENT
f
SFARRFF7F El ECT111 `IN�/,EREMY SEAN.1ENKINt;t)N have agreed to be
(Company Nome/Individual Name)
the ELECTRICAL .Sub-contractor for
(Type orTrade) (Primary Contractor)
Por the project located at
3116 Yellowstone CIR
(Project Street Address or Property Tax ID#)
It is understood that,if there is any change of status regarding our participation with the above mentioned
project,the Building and Code Regulation Division of St. Lucie County will be advised pursuant to the
filing of a Change of Sub-contractor notice.
CO\FRACFOR SI : iRE(Qualifier) Sll StGNAT1tRE(Qualifer)
Brian W.Davidson
R.�I�LEAN JENKiNO_[y
PRIATNA,IIE P
CRC 1327068
j 29578 STATE:EC1 3007195
COUN ff CERWICATiON NIniDER CO-LfN Y CERTIFICATiO*,q NUSIBER
state of norida,County of Brevard -Sinte of Ftaridn,County of CHARLOTI S
The foregoing instrument ans signed before me this_.27,day or The foregoing instrument nas signed before me this 27 day of
June a17,ny June .20 17by JEREMY SEAN JENKINSON
who is personally known X—or has produced a trho is personally hnonn MX or bus produced a WA
as identification. is identification.
SrAAIP S UNIP
Signature o. Diary Public Signature of Notary Public
&jJ91-a Leon
Print Name of notary Public Print Name or Notary Public
ppf a% Notary Pub sic State of Florida
Sandra Leone oY'`� Notary Public State of Florida
Revised 11116016
My Commission GG 020251 x Sandra Leone
y�of Expires OBl10/2020 My Commission GG 020251
94ov itd� Expirea 08110/2020
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1 - �
1� i
PERMIT# ISSUE DATE
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PLANNING&DEVELOPMENT SERVICES
fit
Building&Code Compliance Division
BUILDING PERMIT
SUB-CONTRACTOR AGREEMENT
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D R HORTON INC have agreed to be
(Company Name/individual Name)
the HVAC/MECHANICAL Sub-contractor for FLORIDA BREEZE
(Type of Trade) (Primary Contractor)
For the project located at 3116 Yellowstone CIR
(Project Street Address or Property Tax ID#)
It is understood that,if there is any change of status regarding our participation with the above mentioned
project,the Building and Code Regulation Division of St.Lucie County will be advised pursuant to the
filing of a Change of Sub-contractor notice.
CONTRACTOR SIG (Qualifier) SU C A SIGNATU r naliller)
Brian W Davidson {
PRINT NAME PRINT NAME
CRC1327068
COUNTY CERTIFICATION NUMBER COUNTY CERTIFICATION NUMBER
State of acrida,county of Brevard State of Florida,eouny of Brevard
The foregoing instrument was aimed before me thk 27day of The foregoing insirameat was signed berate me this 27 day or
June 20 17by june zo 17by
i
who s pei=411q iwuwa X or has produced a who Is persamt4 known ILar has produced a
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as ideadff¢al1q;6 as identification.
IL STAMP _j STAMP
Signatur of Notary Public Signature orNotsry Pablie
SM40-a Leone Sl u�olYa.Leohe
Print Name of Notary Public Print Naas of Notary Public
I
Revised 11/16/ZOgig
lic State of Florida oaAa?pt, Nolaonea ry PublicStale of Florida
Sandra Leone
ssion GG 02025f s� MyCommission G1012020 �OFFL Explres 081101202p 020251
..........._._ .,_..._r-._..„.._...�+.-._.....:.�..,._»..,.�-...._.�..._..�. ®�-..-. .......,._....,�.�__..._.,sax-......--•-—_._.._-,—..--"--._.._.-...-.�_J-_. ....-..�.-.. w.u..«....�wwrn..�..e ..,3
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RECEI`:�D ,IJt B17
PERMIT# ISSUE DATE
PLANNING& DEVELOPMENT SERVICES
Building& Code Compliance Division
o
BUILDING PERMIT
SUBCONTRACTOR AGREEMENT
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i
D R HORTON INC
have agreed to be
(Company Namdindividual,Name)
the PLUMBING Sub-contractor for AQUA DIMENSIONS PLUMBING SERVICES
(Type of Trade) (Primary Contractor)
For the project located at 3116 Yellowstone CIR
(Project Street Address or Properly Tax ID#)
,I
It is understood that,if there is any change of status regarding our participation with the above mentioned
project,the Building and Code Regulation Division of St. Lucie County will be advised pursuant to the
filing of a Change of Sub-contractor notice.
r
CONTRA OR SIGMA _ E t4uaii6r) IGNA AE(Qaaanes)
Brian W Davidson
PRINT NAME 'PRINT NAME
CRC1327068 aeQ5 Jr- to
COUNTY CERTIFICATION NUMBER COUNTY CERTIFICATION NUMBER
State of Florida,county or Brevard State of Florida,Coaoty of Brevard
The foregoing instrument was signed before me(bit 27 dry or The foregoing instrument was signed before me#his 27 day of
June 2017,by June 2017 b
_. Y
who Is personally known for has produced a who Is personally known X or has produced a
as Identifiearioq.`]Jx���""'�' as Identification.Identification.Identification. '
STAMP STAMP
Signature of Notary Public signature orNotary Public
SaW-a L.eme Sw(;-a Leon
Print Name of Notary Public Print Name of Notary Public
�+ssr P Notary Public State of Florida r nu Notary Public State of Florida
Sandra Leone :° Sandra Leone
Revised III 16 �vc P` My Commission GG 020261
'�orc�d' Expires 0a/iol2020 y ca My Commission GG 020251
g'#ov cti' Expires 08/10/2020
,
RECEI
`J -:D J10 I-.
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PERMIT# ISSUE DATE
PLANNING&DEVELOPMENT SERVICES
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Building&Code Compliance Division
....... BUILDING PERMIT
SUB-CONTRACTOR AGREEMENT
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j Treasure Coast Roffoing LLC
have agreed to be
(Company Nameftdividual Name)
the Roofing Sub-contractor for D.R.Horton
(Type of Trade) (Primary Contractor)
3116 Yellowstone CIR
For the project located at
(Project Street Address or Property Tax ID#)
It is understood that,if there is any change of status regarding our participation with the above mentioned
project,the Building and Code Regulation Division of St.Lucie County will be advised pursuant to the
filing of a Change of Sub-contractor notice.
CONTRACTOR, GN (Qualifier) SUB-CONTRACTO SI NA nalifier)
Brain W. Davidson Brian Maloney
PRVIT NAME PRINT NAME
CRC1327068 CCC1330653
COUNTY CE_RTIFICATION NUMBER COUNTY CERTIFICATION NUMBER
State of Florida, oun of BreVard rBrevard
da,County State of Florida,County a
The foregoing instrument was signed before me this 27 day of The foregoing Instrument was signed before me this 27 day or
June 20176y June �201Zbr
who is personally known X or has produced a who is personally known X or Iras produced a
as identifies i as identification.
STAMP ��64A-e 3fA3111?
Siguattnre orNotary Public Signature of Irotory Public
mdm Leon sanotYa Leone
Print Name or Notary Public Print Name or Notary Public
�5r ou$ Notary Public State of Florida
ff
XFD
te of Florida Sandra Leone
Revised 11 y�c� , 8` My Commission GG 020251
020261 ',f, � Expires 08/10/2020GG20
R a E WN IU V7
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PLANNING&DEVELOPMENT SERVICES DEPARTMENT
Q Building&Code Regulations Division
2300 VIRGINIA AVEWE
mom FORT PIERCE,FL 34982 5652
(772)462-1553
FILLED LAND AFFIDAVIT
i
I
I,the undersigned,am the owner of the following described property,
3116 Yellowstone CIR
(Parcel IM/Legal description/Address)
for which I have applied to St. Lucie County for a Final Development Permit. In
accepting this Final Development Permit, BP Number , I acknowledge
that as owner of the above described property, and in accordance with Section
7.04.0I(D),St.Lucie County Land Development Code, I shall be responsible for assuring
adequate drainage so that the immediate community WILL NOT be adversely affected.
! I further acknowledge that in granting this permit for the development of this property,
St. Lucie County is neither obliged nor liable to provide for, or maintain in any form,
adequate drainage off my property which will not adversely affect the immediate
community.
Brian W Davidson
Property :weer Name(Please Print)
6/27/2017
Property Owner Signature Date
STATE OF FLORIDA,COUNTY OF arevard
I
ACKNOWLEDGED BEFORE ME THIS 27 DAY OF June ,2017
I
BY WHO IS PERSONALLY KNOWN TOME C- OR WHO HAS
PRODUCED - AS IDENTIFICATION,
SIGNATURE OF NOTARY PUBLIC TYPE OR PRINT NOTARY
COMMISSION NUMBER
(SEAL)
oW Pu Notary Public State of Florida
? Sandra Leone
y My commission GG 020261
OF Ft Et<Pitoa coma/2020
SLCPDSD Revised 041112011
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1J
` ARCHITECT S
eDespignou Inc.
September 26, 2017
i
Planning& Development Services
Building & Code Regulation Division
2300 Virginia Ave.
Fort Pierce, Fl. 34982
(772)462-2172
RE: Permit# 1707-0014
D.R. Horton Homes
Creekside Lot 113
Model
Response Letter
Please see below for response to the above listed project.
Comment 1: INFORMATION BOX LOCATED THROUGHOUT THE ENERGY CALC'S
ARE INCORRECT.
ENERGY CALC'S INFORMATION BLOCK AT THE TOP OF THE PAGE
ARE INCOMPLETE. SEE SECTION 405.4.2(1) OF THE FLORIDA ENERGY
CODE.
Response 1: Please refer to the Civil Engineering Documents provided by the builder in this
response package.
Comment 2: TRUSS DRAWINGS AND OR ENGINEERING ARE SIGNED AND SEALED
WITH A DIGITAL SEAL.AT THIS TIME THE PERMITTING OFFICE AT
ST. LUCIE COUNTY DOES NOT ACCEPT DIGITAL SIGNATURES OR
SEALS.PLEASE SEE SECTION 61G15-23.003 OF THE FLORIDA
ADMINISTRATIVE CODE. ENGINEERING PLANS, SPECIFICATIONS,
REPORTS OR OTHER DOCUMENTS WHICH MUST BE SIGNE,DATED
i AND F.A.C. PLANS AND ENGINEERING MUST BE PHYSICALLY
SIGNED,DATED AND SEALED BY THE PROFESSIONAL ENGINEER IN
RESPONSIBLE CHARGE FOR THE TRUSSES.AND REVIEWED AND
APPROVED BY THE DESIGN PROFESSIONAL IN CHARGE OF THE
PROJECT.
i
Response 2: Please see the revised information provided by the builder with this response
package.
1441 N.Ronald Reagan Blvd.•Longwood,FL 32750•Phone:(407)774-6078•Fax:(407)774-4078
I AA0003325
www.abdesigngroup.com
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Comment 3: PRODUCT APPROVAL NUMBER 16707.24 IS INCORRECT. PLEASE
CORRECT PRODUCT APPROVAL NUMBER ON PLANS. SEE CHAPTER 1
SECTION 107 OF THE 2014.
Response 3: Please see the revised sheet D5 provided with this response package.
Comment 4: PRODUCTS LISTED ON THE PRODUCT REVIEW LIST ON PAGE 4D
LISTS PRODUCTS NOT SITE SPECIFIC. THE PRODUCT MUST BE
STUCK THROUGH OR STAMPED NOT USED. SEE SECTION 107 OF THE
2014 FLORIDA BUILDING CODE.
Response 4: We are providing a revised D5 sheet with the revised Product Approval
Information. We have located no information in Section 107 of the Florida
Building Code that pertains to this comment. Please clarify.
Comment 5: PLEASE ADD THE CUBIC VOLUME OF THE CONDITIONED SPACE TO
INFORMATION BLOCK CONTAINING THE SQUARE FOOT
INFORMATION. SEE CHAPTER 1 SECTION 107 OF THE 2014 FLORIDA
BUILDING CODE.
Response 5: This plan was completed prior to the request of adding the volume calculations to
the plans by the building department.Please see the revised sheets C1 and 2.
This will meet or exceed all criteria in regard to FBCR 2014 Edition. Should you have
any questions, please feel free to contact me.
Sincerely,
James Cantwell
Florida Architect#AR12079
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I
,
Planning & Development Services
..g ` ' Building & Code Regulation Division
IV 2300 Virginia Ave RECEIVED
j fp O R B w p p Fort Pierce, FL 34982 FEBI 11010
772-462-2165 Fax 772-462-6443
Permitting Department
St.Lucie County
Request for 30-Day Temporary Power Release
Date: _�_�� Permit Number: 176-1. 1
Project Address: 79)16 �n� ✓G�o _�
THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED
PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY(30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS
AND EQUIPMENT IN PREPARATION FOR A FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE
REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS:
1. This temporary power release is requested for the above stated purpose only,and there will be no
occupancy of any type,other than that permitted by construction during this time period.
2. As witness by our signatures,we hereby agree to abide by all terms and conditions of this agreement,
Including Building Division Policy,which is incorporated herein by reference.
3. All conditions and requirements listed in the attached document entitled"Requirements for 30 Day
Power for Testing"have been fulfilled and the premise is ready for compliance inspection.
4. All requests for an extension beyond 30 days must be made in writing to the Building Official stating
the reason for the request. Power may be removed from the site and/or a Stop Work Order issued if
the Final Inspection has not been approved within 30 days. A fee of$10D.00 will be required to lift
the Stop Work Order.
WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY,AND THEIR EMPLOYEES FROM
IALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT
OF THIS TRANSACTION,INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE
DISCONNECTION OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT.
OWNE f IGN DATE
GEN L CbNTRA SIGNATURE DATE
P 0I - 1 �
rCfWC—AL-CONTRACTOR SIGNATURE PATE
1
FILE COPY
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Planning & Development Services
Building &Code Regulation Division
2300 Virginia Ave
• Fort Pierce, FL 34982
772-462-2172 Fax 772-462-6443
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CERTIFICATE OF TERMITE TREATMENT
E
CONSTRUCTION SOIL TREATMENT
PERMIT #: 1767 —,OQl Y JOB ADDRESS: Silly t6wAn4_( x,_ me-, 34qY,5
BUILDER/CONTRACTOR: D K 4or tpy\
PIEST CONTROL CONTRACTOR: M os.5F'g 55-, k u xc �S r J. +j L
PEST CONTROL LICENSE #: \9`) 1�?
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.
Sare feet if area treated: 369 Chemicals used:
U
Percentage of solution: 13 Total gallons used:
Date of Treatment: z� � f i Time of Treatment: (J 521-
Footing Slab
1st Treatment 1st Treatment
Re-Treat Re-Treat
Driveway Pools
1st Treatment 1st Treatment
Re-Treat Re-Treat
Other PeT.t.j- Perimeter for Final Inspection
Ist Treatment � �
Re-Treat �
Signature of Exterminator Date
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 resistantjobsite posting board
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hall 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 ofgallons 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
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APPROVED
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Phone 954-784-2941
•
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derui
800-848-1919
�(j'� ®( Fax 954-784-7875
&TESTING INC. www.fe.d-eng.com
250 SW:13th Ave Pompano Beach,FL 33069,
Field Density Tests of Compacted Soils Method D-6938
Project: Proposed Residence Lot 113, Creekside Date: November 24, 2017
Address: 9116 Yellowstone Circle, Fort Pierce, FL 34945 -Order#: 17-DR-1154
Area Tested: Building Pad - Permit#:
Material Type: Brown Sand with Traces of Rock Tech: SL
Client: D.R. Horton, Inc.
Address: 1430 Culver.Drive NE. Compaction Req.: 95%
Palm Bay, FL 32907 Proctor Method: ASTM D-1557
Dry Proctor Optimum
Test Probe Moist =
# TEST LOCATION Depth Elev. %. Density . Value. Moisture Compaction Pass
p PCF PCF %
1 Center of Pad 12" FL 9.9 105.9 111.0 10.5 95.4% Yes
2 NW Corner of Pad 12" FL 1 8.4 106.3 111:0 1 . 16.5.- 95.8% Yes
3 SE Corner of Pad 12" FL 9.2 105.7 111.0 10.5 95.2% Yes
4
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 Sol Bearing Capacity.
Legend for Elevation:
PR Proofroll 1,2,3=1st,2nd,3rd Lift Submitted by: _ /J
SL Springline FL=Final Lift Ke`ith:LeBlbric.,P.— f
SG Sub grade BG=Below Grade
9. �lFeiie�I�Epgiheesin5&Testing, Inc.
BC Basecourse BOF=Bottom of Footing _°,� -- Florida Reg'N6.43a4
TOP�=Top of Pipe FG=Finished Grade - Certif:�� 'fAutFionz`t'to of a_ton#5471
As a mutual -
rotection to clients the public and ourselves all reports
P P rts are submitted as the conlidentiaf roe of 1"P property rty c cents,and authorizaE=n for publication of statements,
conclusions or extracts from or regarding our reports is reserved pending our written approval.-A density,test_di3te!�iCies the degrae'of campaction of the tested layer of
material only.A density does not replace a soil bearing capacity determination.These density tesis do�pot certify the underlying soil materials below the proposed structure.
The results do not preclude or guarantee that future settlement and cracking will not occur.A soil_horiag test-is required to;ertify tbat t s underlying soils will support the
proposed structure without settlement.If no soil borings have been performed to verify the underlying_;;cis,w.e^re�:ommend that-cioi!bp?ings be performed to evaluate the
suitability of the underlying soil to support the proposed structure.After laying dormant for a period of 95•days;or•afferheavy ra!nlstorms,retesting must be performed on this
work.
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PAGE 1 of 2 -
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Compacted Soils method D-6938 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 no way 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 ASTM 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,
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 are the confidential property of clients
and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved
pending written approval.
It has been a pleasure working with you and we look forward to doing so in the near future.
1.,I
Page 2 of 2
Phone 954-784-2941
1919
eder'al 954-784-7875
Fax 954-784-7875
&TESTING INC. www.fed-eng.com
250 SW,13th Ave Pompano Beach,FL 33069
Field Density Tests of Compacted Soils Method D-6938
Project: Proposed Residence Lot 113, Creekside Date: November 24, 2017
Address: 3116 Yellowstone Circle, Fort Pierce, FL 34945 Order#: 17-DR-1154
Area Tested: Building Pad Permit#:
Material Type: Brown Sand with Traces of Rock Tech: SL
Clie nit: D.R. Horton, Inc.
Address: 1430 Culver Drive NE Compaction Req.: 95%
Palm Bay, FL 32907 Proctor Method: ASTM D-1557
Tesb Probe Moist
Dry Proctor Optimum
# TEST LOCATION Depth Elev. % Density Value Moisture Compaction Pass
PCF PCF %
1 Center of Pad 12" FL 9.9 105.9 111.0 10.5 95.4% Yes
2 NW Corner of Pad 12" FL 8.4 1 106.3 111.0 10.5 95.8% Yes
3 SE Corner of Pad 12" FL 9.2 105.7 111.0 10.5 95.2% Yes
4
5
61
7
8
9i
10
11
12I
13I
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: �J
SL Springline FL=Final Lift Keith LeBlartc;,P.E. (� „
SG- Subgrade BG=Below Grade Federal,Engineerind b�Testing, Inc.
BC Basecourse BOF=Bottom of Footing Florida Reg:�Jc 59394- ,;,
TOP=Top of Pipe FG=Finished Grade Certificateof Authorizatiori,#5�7,1
Asa mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property'df clients,`afld a6tho"nation for publication of statements,
conclusions or extracts from or regarding our reports is reserved pending our written approval.A density test determines the degree of compa?%gii athe tested layer of
material only.A density does not replace a soil bearing capacity determination.These density tests do not ce-fify the-unded)(!ngsq!l:materials befow the:proposed structure.
The iesults do not preclude or guarantee that future settlement and cracking will not occur.A soil boring tesf.is required to certrtify'that the underlying soils will support the
proposed structure without settlement.If no soil borings have been performed to verify the underlying soils,we,recommend that soil borings e:performed to evaluate the
suitability of the underlying soil to support the proposed structure.After laying dormant for a period of 90 days or aflr ffeavy_rain/stoans,�retestirTg,mtst be performed on this
work!
N
PAGE 1 of 2 - #,
Compacted Soils Method ®-6938 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 no way 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 ASTM 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,
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 are the confidential property of clients
and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved
pending written approval.
It has been a pleasure working with you and we look forward to doing so in the near future.
ii 1 Page 2 of 2
'ice' E
I
DEC 01 2017 Phone 954-784-2941
ederal
Ql:�"ailYTi'r3C+ 800-848-1919
St.Lucie County, FL Fax 954-784-7875
&TESTING INC. www.fed-ong.com
256 SW 13th Ave Pompano Beach,FL 33069
Field Density Tests of Compacted Soils Method D-6938
Project: Proposed Residence Lot 113, Creekside Date: November 24, 2017
Address: 3116 Yellowstone Circle, Fort Pierce, FL 34945 Order#: 17-DR-1154
Area Tested: Buildin 7.Pad Permit#: 1 D 7 - C1 f/
Material Type: Brown Sand with Traces of Rock Tech: SL
Client: D.R. Horton, Inc.
Address: 1430 Culver Drive NE Compaction Req.: 95%
Palm Bay, FL 32907 Proctor Method: ASTM D-1557
Test Probe Moist
Dry Proctor Optimum
# TEST LOCATION Depth Elev. Flo Density Value Moisture Compaction Pass
PCF PCF /o
1 Center of Pad 12" FL 9.9 105.9 111.0 1 10.5 95.4% Yes
2 NW Corner of Pad 12" FL 8.4 106.3 111.0 10.5 95.8% Yes
3 SE Corner of Pad 12" FL 9.2 105.7 111.0 10.5 95.2% Yes
4
5
6
7
8
9
10
� I
11
i
12
I
13
14
Remarks: See Reverse Side Page 2 of 2 for Additional Information for Disclaimer �� ,•'C E�Sg'�. �i
This is a Compaction Test only on the top 12"of the pad and is not a verification of i g Ca �
Legend for Elevation:
PR Proofroll 1,2,3=1st,2nd,3rd Lift Submitted by: OC
SL Springline FL=Final Lift Keith LeBlanc,`.E-C; f STATE
SG=Subgrade BG=Below Grade Federal Enginel; •Testing,Inc.
BC I,=Basecourse BOF=Bottom of Footing Florida Reg.No.����� �IOR��?�'• �`
TOP=Top of Pipe FG=Finished Grade Certificate of Authdr' ��,
As a(mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and autho este tements,
conclusions or extracts from or regarding our reports is reserved pending our written approval.A density test determines the degree of comp�ctrbfir�ested layer of
material only.A density does not replace a soil bearing capacity determination.These density tests do not certify the underlying soil materials below the proposed structure.
The results do not preclude or guarantee that future settlement and cracking will not occur.A soil boring test is required to certify that the underlying soils will support the
proposed structure without settlement.If no soil borings have been performed to verify the underlying soils,we recommend that soil borings 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 rain/storms,retesting must be performed on this
work
PAGE 1 of 2
so 00
Compacted Soils Method ®-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 no way 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 ASTM 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,
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 are the confidential property of clients
and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved
pending 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
RECEIVED
APR ®3 7010
3601-A Crossroads Pkwy
Ft. Pierce,FL 34945 INSULATION INSTALLATION CERTIFICA'I•krmitting Departmem.
404186825 St. Lucie Count
Gale Insulation
BUILDER: DR Horton SUBDIVISION Creekside
JOB ADDRESS' 3116 Yellowstone Cir CITY: Ft Pierce
PERMIT 4: DO LOTIBL.00K: 113
1-lie undersigned hereby certifies that insulation has been installed in the above described property as follows:
1. Exterior CBS.galls has been insulated :vith reflective foil to a thickness of .75 inches, which
according to FiFoil Co. will yield an"R"value of 4.1
Exterior frame walls has been insulated with to a thickness of inches,
which according to will }Meld an"R"value of
area
_. Ceilings{it}has been insulated with fiberglass blow Loa thickness of 13 inches,which
according to Knauf will yield an"R"value of 38
Garage Under Living
Ec iFirt s{•xrrl;id} has been insulated with fiberglass batt to a thickness of 6.25 inches,which
according to Knauf will yield an"R"value of 19
3. Interior knee walls has been insulated with to a thickness of inches,which
according to will yield an-`R"value of
common
4. Garage-P*ii4i&n walls adjacent to conditioned livin,space has been insulated with fiberglass batt to a
thickness or 3•5 inches,which at=rding to Knauf will yield an"V value of 13
G neral Contractor,/Builder insulation Contractors Sgnature
License» CGC 1513179
Signature
THE AFFIANT, Jeremy Theisen IS PERSONALLY KNEW ME Swom to and subscribed before me this 3 day
of April 2018
Notary Public;State of Florida
I
JULIE P VIJA RD
MY COMMISSION d FF194310
EXPIRES January 29.2019
1 SI)/1:14k•Q'SJ f4}fiA.il{filaR'Jf.Nif.M,fpr1
i
• Phone 954-784-2941
edenti
800-848-1919
Fax 954-784-7875
8 TESTING INC. www.fed-eng.com
250 SW 13th Ave Pompano Beach,FL 33069
Field Density Tests of Compacted Soils Method D-6938
Project: Proposed Residence Lot 113, Creekside Date: November 24, 2017
Address: 3116 Yellowstone Circle, Fort Pierce, FL 34945 Order#: 17-DR-1154
Area Tested: Building Pad Permit#: 170J t�
Material Type: Brown Sand with Traces of Rock Tech: SL
Client: D.R. Horton, Inc.
Address: 1430 Culver Drive NE Compaction Req.: 95%
Palm Bay, FL 32907 Proctor Method: ASTM D-1557
Test Probe Moist Dry Proctor Optimum
# TEST LOCATION Depth Elev. % Density Value Moisture Compaction Pass
PCF PCF %
1 lCenter of Pad 12" FL . 9.9 105.9 111.0 10.5 95.4% Yes
I
21 NW 'Corner of Pad 12" FL 8.4 106.3 111.0 10.5 95.8% Yes
3 SE Corner of Pad 12" FL 9.2 105.7 111.0 10.5 95.2% Yes
4
5
61
7i
8
9 ft
'10
11 DEC
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,S it Beaying Capacity.
Legend for Elevation: , , L
PR- Proofroll 1,2,3=1st,2nd,3rd Lift Submitted by:, '_N JG✓/�,
SL Springline FL=Final Lift = Keith L•e'Blkd,•P.F:
�7
SG Subgrade BG=Below Grade Federal Enginee�ng&"T s'�ng, Inc. Z7
BC Basecourse BOF=Bottom of Footing F
��� COPY
1 lor&-Reg:`Itlo:69394
TOP,=Top of Pipe FG=Finished Grade
1 'Certificate_of Authorizatich#5471
Asa mutual protection to clients,the public and ourselves,all reports are submitted as the confidentiai_propery of c9ents;'and authorization for-publication of statements,
conclusions or extracts from or regarding our reports is reserved pending our written approval.A densirij test determines the degree ofcamp&tJon of the tested layer-of
1 1 material only.A density does not replace a soil bearing capacity determination.These density tests do not—.eA,the tiriderlying-soil'mate`r�14
5 Eelow the proposed structure.
The results do not preclude or guarantee that future settlement and cracking will not occur.A soil boring te+t is'reftuired io certifythat tree,underlying soils will support the
proposed structure without settlement.If no soil borings have been performed to verify the underlying soils,Ge,recommend-that irl.borings 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;hea':y�ainistdims,retesting must be performed on this
work. r- .
- PAGE 1 of 2
W r
Compacted Solis method ®-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 no way 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 ASTM 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,
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 are the confidential property of clients
and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved
pending 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
Planning& Development Services; Building& Code Regulation Division
2300 Virginia Ave, Rm 201; Fort Pierce, FL 34982
772-462-2165 Fax 772-462-6443
FBC ENERGY CONSERVATION CODE R402.4.1.2 RECEIVED
House Infiltration Test (Blower Door) Certification APR j 6 7018
Prescriptive and Performance Method
p Permitting
lug Department
cie
ii County
�7_
Date: � Permit#: l / ��'
Contractor:
Job Address: '�,M1( `fELALtJSM,,5C. Q42, LULLL , �L—
Construction: ( Cj'I eew Construction—Complete ( ) Existing—After Addition
House Infiltration Tga esults SLC Climate Zone 2
CFM (50)_ , � Z Test Date:
Volume= q��
ACH (50)=CFM (50)x 60/Volume= Mech lcal Ventilation required less than 3 ACH
Passing results must be&ACH (50)or less ( Pass ( ) Fail
FBC,Energy
11402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not
exceeding 7 air changes per hour in Climate Zone 1, 2 and 3 air changes per hour in Climate Zones 3 through 8. Texting
shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either
individuals as defined in Section 553.993(5) or(7), Florida Statutes or individuals licensed as set forth in Section 489.105
(3)(f), (g)or(i)or an approved third party. A written report of the results of the test shall be signed by the party
conducting the test and provided to the code official. Testing shall be performed at any time after creation of all
p.netrations of the building thermal envelope.
FBC,Residential
11303.4 Mechanical ventilation. Where the air infiltration rate of a dwelling unit is less than 3 air changes per hour when
tested with a blower door at a pressure of 0.2 inch w. c. (50 Pa) in accordance with Section R402.4.1.2 of the Florida
Building Code, Energy Conservation the dwelling unit shall be provided with whole-house mechanical ventilation in
accordance with Section M1507.3.
Testing Company 3`��pPT.r_,� �'j S70 �--�
Company Name: l ( ram`, Address: `"l �►���-y �.�� ,� ' ��t
I hereby certify that the above House Infiltration results demonstrate compliance with FBC Energy Conservation
requirements in acSp ace with; ectidn R402.4.1.2 Climate Zone 2.
i
S�gnature:
Printed Name: � � � ` � '? _e;;D
License/Certification#:
Planning&Development Services
Building&Code Regulation Division
2300 Virginia Ave, Rm 201
` = r Fort Pierce, FL 34982
772462-2165 Fax 772462-6443
o -
FBC ENERGY CONSERVATION CODE
Duct Sealing Certification
Prescriptive and Performance Method
Q�
Date: t® � Permit#: V7��� ` Lot#:
Contractor: Address: _N
Construction: ost Construction Test ❑Rough-in Test
I
Test Conditions: .,
Date: ® Floor Area(ft2):
Time: ��51'�"` Primary Location of Supply Ductwork /�►-V
Indoor Temperature(F): 7 Primary Location of Return Ductwork G
utdoorTemperature(F):
Total Leakage Test(Outside)
Duct Leakage: ❑Def t rop.Leak Free ❑Proposed On=
Test Pressure: _Z (Pa)
Baseline Duct Pressure(optional) (Pa)
Duct Press.(Pa) Flow Ring Fan Press. Flow(cfm) Results: ass ❑Fail
Installed (Pa) �
o aj Total Leakage(cfm):
29
Total Leakage per 100 sgft:
CFM25 x 100 divided by the CFA=Duct Leakage CFM1100 sqft.
i
Testing Company
Company Name: Y � Address: —y70 Q_�axi' �� 1 LLE—" ' L
I hereby certify t boye-Duct Sealing Leakag results demonstrate compliance with 5th Edition FBC Energy Conservation requirements in accordance with
Section R40 . .2 f
Signature: ` r
Printed Name: icense/Certificate#:
APPROVED