HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLYy� - BP
SECTION
26
TOWNSHIP
RANGE
40
MAP NO.
ZONING
�t `
LAND USERA
LOT CVG %
TAZ NO.
FLOOD ZONE
FIRM MAP #
1ST FLR ELV
MAX HGT
CONST TYPE
OCCUP TYPE
MAX OCCUP
# OF FLRS
WATER
SEWERC'_
SPRINKLERS
STORMWATER
LOT OF REC
LOT OF REC
LOT SPLIT
LOT SPLIT
Before 1/1990
After 1/1990
REQUIRED
APPROVED
REPORT
HABITABLE
RADON
PERMIT
CODE
q��
AREA
FEE
FEE
LIBRARY
PUBLIC BLD
PUBIC BID
PARKS
IMPACT'..
HOPACT FEE
lMP
BRACT
FEE
CORRECTION
GENERAL
FEE
SCHOOL
ROAD
CREDIT
Y
N
LAW ENF
IMPACT
I1-ACT
IMPACT
FEE
FEE
FEE
FIRE/EMS
DRIVEWAY
Y
N
DRIVEWAY
ADMINISTRATIVE
-IMPACT
REQUIRED
FEE
VARIANCE FEE
FEE
SPECIFY
MECHANIC ROOF
NON -CONFORMING
MISCELLANEOUS
SUBS
�
ELECTRIC GAS.
LOT OF RECORD
FEES
REQUIRED
PLUMBING , _
FEES
DATE SENT TO ADDRESSING:
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEA TURTLE
MANGROVE
COUNTIER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
'
:�
•
RECEIVED
_
DATE .:. _✓1
:COMPLETED
INITIALS
LILL
— J
OFFICE USE ONJ.iI 3 (�
DATE FILED: J.
PLAN REVIEW FEE: 09. RECEIPT NO.: �� PERMIT NUMBER:
CONCURRENCY FEE: �� RECEIPT NO.: CERT. CAP. NO.:
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
PLANNING & DEVELOPMENT SERVICES.
DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
��
2300 Virginia Avenue
FL Pierce, FL 34982-5652
772462-1553
U
APPLICATIO for DING PERMIT'i-
CERTIFICATE of CAPACITY/ZONING COMPLIANCE
PROJECT INFORMMAATIIOON
1 iap�" ��q�
1. LOCATION/SITE ADDRESS: uj A
2. PROJECT NAME: SITE PLAN NAME: LV
3. PROPERTY TAX ID #: - ,, �� ��� n — Ount'
4. LEGAL DESCRIPTION (attach extra sheets if necessary):
5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO.. � S. LOT NO.
.9. PARCEL SIZE (ACRES/SQ FT.): LOT DRIAENSIONS: _
10. COMPLETE DESCRIPTION OF1 CONSTRUCTION PROJECT OR
11. SETBACKS (ACAAL) FRONT•' BACK: RIGHT
12. TYIE OF CONSTRUCTION (Check all appropriate boxes)
NEW CONSTRUCTION [ ] EXPANSION/ADDITION
[ ] RESIDENTIAL j ] COMMERCIAL
[ ] OTHER (SPECIFY)
13. DESCRIPTION OF PROPOSED USE:
7
_ LEFT SIDE: �t
1
(] INTERIOR RENOVATION
[ ] INDUSTRIAL
14. SQ. FT OF CONSTRUCTION: 15. SF. FT 1st FLOOR:
16. VALUE OF CONSTRUCTION: $
The value of construction is used to determine the amount of permit fees to be assessed. St Lucie County reserves the right to question and/or modify the indicated
value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a
RECORDED Notice of Commencement must be submitted with this application. }
SLCCDV Form No.: 001-02
UPDATED 6/25109
u
I di
NAME
ADDR
CITY:
PHONE (DAYTIME)_M2�� Email:
IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE
FILL IN NAME AND ADDRESS BELOW.
FEE SIMPLE TITLEHOLDER:
ADDRESS:
CITY: STATE:
PHONE (DAYTIME):
CONTRACTOR INFORMATION _
ST. of FL REG.CERT #:
BUSINESS NAME:
iUALIFIERS NAME:
`ADDRESS: C04
CITY: 1*`e-
PHONE'(DAYTIME)
ARCHIT/ENGINEER 3k
® e
ADDRESS: � 7�
CITY:
PHONE (DAYTIME):
BONDING COMPANY:
ADDRESS:
CITY:
ZIP:: /
V
ST. LUCIE COUNTY CERT #: e16::,✓-7 W
STATE: 21P:
FAX NO. - Email: c44
STATE:-4
1 1
STATE:
MORTGAGE LENDER:
ADDRESS:
CITY: STATE:
.m
ZIP:
LIP:
BRORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification
it will be voided_ and returned to you by maiL
CERTIFICATION:
This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity,
if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all
work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits
may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS,
AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application.
St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants, that may restrict or prohibit such
structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply.
The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory
structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non-
residential use.
NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO
ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN
GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO
THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT.
J
OWNVR CONTRACrOR SIGNATURE
STATE OF FLORIDA
COUNTY OF .ST"C d—
The foregoing instrument was acknowledged before
me this day of 4 < <- 20 1 a -
by -1 u C- 16 6412 D
who is personally known or has produced
Lc e-1- S e7 as identification.
Signature of Notad
DOROTHY ANN HAFNER_
O�PpY PUBC��i
�s NMary,�r�blj� -State of Florida
Commission No. =�
„ * 5 My Co m. pires Oct 2, 20.1E
Commission # DD 827096
�4FOF' 0 `
Bonded Through Nationil`Notary Assn
CO' CTOR SIGNATURE
STATE OF FLORIDA ,
COUNTY OF S� !� c. c tF
The foregoing instrument was acknowledged before
me this c?LY day of 14P9 i e- , 20 I a ,
by ::5u c t e�- Q13- 6 4-
who is personally known or has produced
-DR t VerS G! C_C- X E as identification.
O,� LW=2__
Signature of Nota'
DOROTHY ANN HAFNER
Not,
c - State of Florida
Commission No. _ . " � y My C� t Oct 2, 2012
Commission # DD 827096
Bonded Through National Notary Assn.
NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR
THIS BUILDING PERMIT AS AN OWNERBUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN
THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION.
OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS.
For specific instructions see appropriate permit checklist.
JOSEPH E. SMITH, ^ IRK OF THE CIRCUIT COURT _? LUCIE COUNTY
FILE # 3698217 <•ay00K 3384 PAGE 276, Recor /27/2012 at 09:47 i
AFTER RECORDING-ReTURN TO:
PERMIT NUMBER: �' 'fL•t,np:na is rrarvrest l'ur r:.:,,rJi,y; ink,
NOTICE OF COMMENCEMENT
The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713.
Florida statutes the following information is provided in the Notice of commencement.
I. DESCRIPTION OF PfIOPERXY (Legal dgscription and street address) TAX FOLIO NUMBER:- 3 4 1 4 — 5 0 1 —1 701 — 0 0 0 9
-- Spanish--=-=
2. GENERAL DESCRIPTIONIOFIMPROVEMENT: single family residence
3. OWNER INFORMATION:- a. Name W rn n R " ' 1 a ' q
b.Address 8000 S. US11 Suite 402, PSL, FL 34952 c. interest in property
d. Name and address of fee simple titleholder (if other than owner)
4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation
8000 S US1, Suite 402, PSL FL -14952 777-878-9911
5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT:
6. LENDER'S NAME, ADDRESS AND PHONE NUMBER:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13 (1)(a) 7., Florida Statutes:
NAME, ADDRESS AND PHONE NUMBER: DO.ug .Brantley 1 Silver Oak Dr. PSL, FL- 201-8418
8. En addition to himself or herself. Owner designates the following to receive a copy of the Lienor's Notice as provided in Section
713.13 (1)(b), Florida Statutes:
NAME, ADDRESS AND PHONE NUMBER:.
9. Expiration date of notice of commencement (the expiration date is 1 year from the dale of recording unless a different dale is
specified). ; 20_.
---�fi� Matthew Lyle Wynne V1ce-2rPG; (rent
Signature or Owner or Print Name and Provide Signatory's Title/Ol•Tice
Owner's Authorized OrticerlDirector7Partner/Manager
StateofFlorida
County of 5t- T. u r i e
The foregoing instrument was acknowledged before me this �Y day of 'n w tiQ , 20121 -
By Matthew Lyle Wynne as ✓(Gl 109ESiNew T
(Name of person) (Type of authority...e.g: Owner, officer, trustee, ottorncy in fact)
ForWYnne Building Corporation
(Name ofparty on behalf of whom instrument was executed) Personally Known Zor produced the following type of 1D:
�� AN
/nj lj DOROTHYANNHAFNER
tll�r�ol7 I i /`f Nt4 �7r4FiJpC ?' • �=: NotaryComm.xp Slate of Florida
•' -= M Cam. Expires Oct 2, 2012
(Printed Name of Notary Public) (Signature of N Public) tS :4} •W Commission # DO 827096
0) d Bonded Through National Notary Assn.
Under penalties of perjury, I declare that I have read the foregoing and that the facts in it
belief (section 92.525, Florida Statutes). -
Signature(s Ow ) or Ow�Auted Officer/Director/Partner/Manager who signed above:
By: BY
Ra 0V30a007(Rcrwa',1,t1
_...... ..: . _..... ,-..........., STATE,.OF FLORIDA .:- ............
.::..
ST. LUCIE COUNTY
-
TN S I TO CERTI X
THA TH S IS
T :{ F r f',C 1i "I -01
rut Y 0 'I Hi
• �.'tY:`'`'r'.
-Do t
lark
Date-
PLANNING & DEVELOPMENT SERWCES DIVISION
BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Ave
Fort Pierce, Fl, 34982
BUILDING PERMIT
SUB-CONTRACTORSYMMAY,
2—using the following sub -contractors for the
Qn a—y1c, -
project located at
- (Street address or PropertyTax -ID #) .7.
It Is understood that if there is any change of status regarding
the participation of any of the sub -contractors
listed,below, I -will .1mmediately%advise the Building and Zoning
ing Department of St. Lucie County.
-buffet-
Lucie County/
License Number
Eleebical
Law$ f o-r , C
acqs
I buf L.
—",L)
vvbDXID��
Plumbing
, I 14C
-Lncb
REBI
k", 01-vi Li-d
I-4A
HVAC/
Mechanical
Lfl U
/—YTC191 o9
Roofing
Gas
77ES11E
VaO4
I
I
NXTY
- _
I
�5
G ST. LUCI , COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
oo
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number: 2098
State of Florida Certification Number ([fapplicable): ER0000122
Laws. £lectric,Inc-
have agreed to be the
(Company Name/IndividuaI Name)
electsi.cal stab -contractor for
(Type of Trade) (Primary Contractor)
for the project IGcated-at
Address or Property Tax ID #)
It is understood that, if there is any change of status regarding.our participation with the
above mentioned project, I will immediately advise the Building and Zoning Department
of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV
No. 004-00)
BUSINESS QUALIFIER (Name -of the Individual shown on the Contractor's License)
OR/I/IGINAL SIGE ATURES ARE REQUIRED
James inr_ Law
AIGNAtORE PRINT NAME
Business Name: Law'-s Elec-tiic, Inc -
Address: 218 Beach Avenue
City/State/Zip: Port St Lucie, Fl 34952
Phone: 772-464-3969 email:
117.'T,'T!' 1V TTQ1W LINT .V-
Vi-1'1\iil V V1f
PERMIT # ISSUE DATE
i 7 1 /,=P,
DATE
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
- BUILDING PERMIT
- SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number:
State of Florida Certification Number (If applicable): ' [ �
T l r L_ Y T 1 VJ V _ 1 r 1 msi have areed to be the
(Company Name/Individual Name) r ( ° /1
sub -contractor for k D /lamhaw- �e Y 0 LJ'VWS
( Type of Trad (Primary Contractor O
for the project located at 14 ac a
(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, I will immediately advise the Building and Zoning Department
of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV
No. 004-00)
BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License)
RIGINA SIGMA TI:IRES ARE E [JI R1?D
' �c.�I ' K
IG ATURE r�JPRINT N.AQME Vow-
[i�Business Name: A� Y ,� �r 1 y
Address: t I&I-A Y 1
City/State/Zip: C 9J'
Phone- email:
/IT T! 1E TTQW 1-% T YT.
PERMIT # ISSUE DATE
DATE
PLANNING & DEVELOPMENT SERVICES
Building & Code Compliance Division
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number:
State of Florida Certification Number (If applicable): (24e-1p s/ 9
C ! ' 4JG'e s 4,,/z &d--Aby> 'As .54C • have agreed to be the
(Company Name/Individual Name)
fr"c �a � leVvmt.,mwe6 sub -contractor for
(Type of Trade) (Primary Contractor)
for the project located at 1 H
(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, I will immediately advise the Building and Zoning Department
of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV
No. 004-00)
BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License)
ORIGINAL SIGNATURES ARE REQUIRED
C .
(f4__
::pSah L.
4-,ao-l�
IGNATURE
PRINT NAME
DATE
Business Name:
_5 -- /—ac,,•e
Ye*,z,-,, cP Aft ('a�r�%��O-✓,',+
� Zn C-
Address:
i.
A// 3ASf, •d t
City/State/Zip:
' fn e✓cz
3 Y4� a
Phone:
a ao email:.
7-
OFFICE USE ONLY:
PERMIT # ISSUE DATE
ST. LUCIE COUNTY
BUILDING & ZONING
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
772-462-1553
FILLED LANDS AFFIDAAT' T
1, the undersigned, am the owner of the following described property:\A • 2 CCca
Par!'t of 3414 501-1701-000/9- Section 26, Township 36s & Range 40E
(Tax ID/Legal description/Address)
for which I have applied to St. Lucie County for a Final Development Pert i.t. 11 accepting
this Final Development Permit, BP Number X acknowledge Lhat as owner 01
the above described property, and in accordance with Section 7.04.01(D), St. Lucie County
ible for assuring adequate drainage so that the
Land Development Code, I shall be respons
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 nei Cher obliged
nor liable to provide for, or maintain in any form, adequate drainage off my property which
will not adversely affect the immediate community.
Matthew Lyle Wynne
Property Owner Name 1'r0 • ertOO w;re S>7lnatu¢e Date
STATE OF FLORIDA. COUNTY OF S t - L U CC 1 e
ACKNOWLEDGED BEFORE METHIS 9 -1 DAY OF ZD t �`
By Mat thew Lyle Wynne WHO IS PERSONALLY KNOWN TO ME OR W140HAS PRODUCED
AS FDFNTEFICATION.
SIGNATURE OF OTARY TYPE OR PRINT NAME OF NOTARY
NOTARY PUBLIC TITLE
(S E Al.)
COMMISSION
NUMBER
`�tiPRy pU��
DOROTHY ANN HAMER
Notary Public - State of Florida
n •
My Comm. Expires Oct 2, 2012
'Nvr A
Commission # DO 827096
Bonded Through National Notary Assn.
Property Appraiser - St.Lucie County, FL
1
Page 1 of 1
Wynne Building Corp
Record: 1 of 7
Property Identification
Site Address:
8000 S US HWY 1
Sec/Town/Range:
26 :36S :40E
Map ID:
34/26N-
Zonina=--GG---
----
PROPERTY RECORD CARD
«Prev Next » Spec.Assmnt Taxes Exemptions Permits Home Print
ParcellD:
Account*:
Land Use:
,S�,uvic CO `
3414-501-1701-000-9 p �G,L
41242 A
PRKG/MOBILE �1 ::l►�
Ownership and Mailing Legal Description
Owner Wynne Building Corp' ST"L'UCIE GARDENS 26 36 40BLKS 1 AND-21YG ELY OF'1_18-#1—
Address: 8000 S US-Highway-1 RIW-LESS-RD-RSMAND-LESS-AS-IN-ORS-2535=243 -- ----
Port St Lucie FL 34952-2357 MO�e
- --_--Sales Information- — -- -_ — - --- - ------=Assessment2011-Final--Total-Land-and-Building_ - ----- =--_-----_-------
' Date- - -- ° Price - - Code- 'Deed - -Book/Page 2011-Final: 27031300 Land -Value: - 8739600-Acres:271-.84
1/1/1900 0 / Assessed: 27031300 Building Value: 18291700
Ag.Credit: 0 Finished Area: 760.25 SgFt
Exempt:
--Taxable:—.. - - - -
Taxes: 549970.73
BUILDING INFORMATION -
i++
eca� woos
-oesauas�ra ss
Exterior Features
View:
-
RoofCover.
- RoofStruct:
-
ExtType:
MHPK - MH Parks
YearBlt:
1987 Frame:
-
Grade:
C - C
EffYrBit:
1987 PrimeWall:
-
StoryHght:
0010 -1 Story
No.Units:
1346 SecWall:
-
Interior Features
I -- - - -
- - - - - -
BedRooms:
1685
Electric:
- PrmintWall:
-
FullBath:
0
HeatType:
- AvgHt/FI:
1/213ath:
0
HeatFuel:
- Prm.Flors:
-
%A/C: - -
0-
%Heated:
0. %Sprinkled: -
0
Special Features and
Yard Items
Land Information
Type
Y/S Qty. Units
Qual. Cond.
YrBit. No. Land Use Type
Measure Depth
ASP2 --ASP2 LOW
Y 1 7660
. AV AV
1987 1 2800-PRKG/MOBILE XCS =Sq Feet
347500
2 2800-PRKG/MOBILE 130 -Site
1344
3 2800-PRKG/MOBILE XCS -Sq Feet
168035
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
http://www.paslc.org/prc.asp?prclid=341450117010009 4/27/2012
ST. LVCJE COUNTY
-REVIEWED, FOR C(
REYIEWWDJ,
DATE
PLANS
ORNOL 'NSPECTIO?
,6
a
C. � Sitif�.'J 4 S.Y1i'E.,'��'e.4 i• �.n
St Lucie County Building & Zoning
2300 Virginia Avenue
Ft Pierce. FL 34982
Mobile Home Inspection Report
All requests for permits to place or replace used Mobile / Manufactured homes must be accompanied by this
completed Inspection Report and copies of both sides of the Title to the home.
All used Mobile homes must be Wind Zone II certified.
Owner:Wk//VA/Cc)R 1 Date: l 1 / l a
(Print or type) p
Address: I3 /Q 7q Ci� f� � PAL C L. t15P.LK. FAIRWY5 /WHP
(P ysical L ation of Home) ..f1w / 4q 27 U 7A r4 A . q- I 7 '1 9
Year / Manufacturer ;M1.S MI= -hi al #/ Y�A%� ajY 27j a78 HUD Plate #rF /( _g117 o3t0
Width Length Single Double Wind Zone
C = In Compliance N = Not in Compliance
Fire Safety / Electrical
C 1. Smoke Detector: Installed Missing ,
_C 2. Electrical System Checked: Exposed Wiring Other nrs
C— 3. Distribution Panel: Missing Loose Main Missing Breaker Missing
Unplugged Opening Other_
4. Electrical Fixtures: Missing Installed Improperly
Improperly Wired Loose Wire
GFCI receptacles not where required
C 5. Electrical Ground: Chassis Main Panel Gas Pipe
RevisM 319105
Page 1 of 3
Construction
C1. Exit Doors Operable: Front
Back Other
_C 2. Exit Door Locks: Missing
Inoperable
_ C 3. Egress windows: Missing
Inoperable
C- 4. Windows: Broken Glass
Inoperable
_C 5. Screens: Missing Damaged
_AC___ 6. Floor System: Joist
Decking Area Damaged
C_ 7. Interior Paneling: Missing Loose Damaged
G 8. Rodent Proofing: Bottom Board
Pipe openings Other
_(,— 9. Leaks Apparent: Ceiling Doors
Floor Roof
C_ 10. Vertical tie -down straps: Missing
Short Damaged
C 11. Structural modifications since manufactured: YES_ NO_V_
12. Walls: Structurally Unsound Loose Weather.tight
Plumbing
G 1. Trap: Missing Not connected Other
C 2. Plumbing fixtures: Missing Not installed Not Vented
C 3. Relief Valve: Missing Inoperable Other
4. Drain Waste and Venting Piping: Missing Not supported
Clean outs Use of fittings Not capped
Heating and Air Conditioning
C1. Heating Appliances: Missing Not Connected Other
C 2. Deleted Heating/AC system: Not installed Other.
C3. Thermostat: Missing Inoperable
C 4. Air registers: Missing Inoperable.
C5. Ducts: Not sealed Missing Collapsed
Page 2 of 3
Y
C, 6. Gas furnace Water heater vent: Missing Loose
7. Return Air: To Furnace To A/C From rooms
8. Range: Vent Hood
6 9. Gas Valve: Accessible Installed improperly
10. Gas lines: Not capped Not supported Kinked
Not bonded
Summary
1. Is subject structure found to be fifty (50%) or more damaged or deteriorated? YES NO V
2. Will a remodeling permit be required? YES NO_A,,,-'
The provisions of the repair and remodeling code shall ensure safe and livable housing and shall not be more stringent
than those standards required to be met in the manufacture of mobile homes. Such provisions shall include, but not be
limited to, standards for structural adequacy, plumbing, heating, electrical systems, and fire and life safety. FS 320.8232
IF ANY RENOVATIONS OR IMPROVEMENTS OVER AND ABOVE THE REQUIREMENTS OF FS 320.8232 ARE TO
BE PERFORMED ON ANY MOBILE HOME WHICH WILL BE PERMITTED TO BE TIED -DOWN IN ST. LUCIE COUNTY,
A SEPARATE PERMIT WITH ENGINEERING (IF APPLICABLE) WILL BE REQUIRED. ALL SEPARATE PERMITS
MUST OBTAIN A FINAL INSPECTION BEFORE A FINAL INSPECTION IS OBTAINED FOR THE TIE -DOWN PERMIT.
NO MOBILE HOME WILL BE ALLOWED TO BE MOVED TO ST. LUCIE COUNTY OR RE-
LOCATED WITHIN ST. LUCIE COUNTY UNTIL THE REQUIRED DOCUMENTS HAVE BEEN
SUBMITTED, REVIEWED, APPROVED AND THE TIE -DOWN PERMIT HAS BEEN ISSUED.
A. REGISTERED FLORIDA PROFESSIONAL ENGINEER MUST COMPLETE THIS DOCUMENT, SIGN AND AFFIX
Date inspected: 1
Inspected By: V J v f. License tt ✓� 3 J 8
Slgn tins requiered
Phone Number: (/!�i
Engineers Seal
Page 3 of 3 STEVFN G. WOOD, P-E
n LIC;ENStE 34398
960 SULTAN DR
TSTLiUCf'+,FL
'ERMl' NUMBER
insfaller 1� 1� IJaen3a4—Ai.
1
Address of home �C Ma,
being Installed ��-- —�
Manufaclurer 1 Longlh x wfdih
NOTE ' 1f howls js a single xrlde All out OR& halt of fhe blocking plan
1f hand a is a frlpre or quad Krlde sketch lrr mmalnder of home
where th "hd Wall ties �coArm eed 5 (t 4 slEfns knot be used on any home (aew or us
(rtstalre,%- fnii[afs
Typfca! pJer epaaln 4 -
2' maw
PERMIT WOFIKSHEET
Page 'I of 2 I
Novi Home � 0 Used I-krne
Horne Installed to the Manuraclureft Inslallatfon Mantral 0
Home Is hawled In accordance with Rule 15-0
Sfngle wide Q Wind Zone Il � Wfnd Zane III [j
Double wide ( Installation 0scal 4
TdplelQuad Q Serial # a -
PIER SPACING TABLE FOR USED HOMES
f-beam Pier pad size
Perimeter pler pad size
Other pier pad sizes
(required by the mfq,)
DrawffD the apPM)dmate locatlans oI marriage
wall ap Owings 4 foot or greater. Usa thJs
symbol to show the piers.
List all marriage wall openings prsaler than 4 foot
and -their pier pad sizes below.
Opening Pigr, pad*srrz
'Z METIE3
within Vol end of ho e
sa + -� p oed at 5 4 a
TIFOOWN COMPONFhITs aTHER irES
Lottgltudrnet S bill n D�*qS - dNumber
Manufacturer
I Ing 0La lArtr�s arriaga wall
Manulacturer ' Shearwarl "i""
RflPU A A ES
• - ,PERMIT UM .. .��• ...
POCKET PENETROMETER TES
The pocket penetrometer tests are roun ed qpWhto psi
or check hereto declare 1000 lb. soil without testing.
. . X X X
POCKET PENETROMETER TESTING METHOD
1. Test the perimeter of the home at 6 locations.
2. Take the reading at the depth of the.footer.
S. Using 500 lb. increments, take the lowest
reading and round down to that increment.
X X I X
TORQUE PROBE TEST
The results of the torque probe test is Inch pounds or check
here if you are declaring 5' anchors without testing . A test
showing 275 inch pounds or less will require 5 foot anchors.
r; Note: A state approved lateral arm system is being used and 4 ft.
.anchors are allowed at -the sidewall locations. i understand 5 ft
anchors are required at all centerline tie points where the torque test
r reading Is 275 or less and ere the mobile home manufacturer may
requires anchors with fng capacity.
Installer's initials
ALL TESTS MUSTISE PJUr ORMED B A LICEigSED INSTALLER
°kInstaller Name1, A A
Date Tested 4 ;:A0
Electrical
,ohbect electrical conductors between multi -wide units, but not to the main power
ounce. This•includes the bonding wire between mull -wide units. Pg.
Plumbing
onnect all sewer drains to an existing sewer tap or septic tank. Pg. _L��_
onnect all potable water supply piping to a axis ' g water meter, water tap, or other
rdependent water supply systems. Pg.
PERMIT WORKSHEET I page 2 of 2 l
Site Preparation
Debris and organic material removed
Water drainage: Natural Swale Rad 4.f-ther
Floor. Type Fastener. Lengt '$pacing; i
Walls: Type Fastener. Lang �� pacing:Tro
Roof; Type Fastener. Leng Spacing:
For. used homes a mi 0 gauge, "wide, galvanized metal Mr!
will be centered over the peak of the -roof and fastened with gaiv.
roofing nails at 2" on center on both sides of the centerline.
Gasket (weatherprooflnC requirement)
i understand a properly installed gasket is a requfrement of all new and used
homes and that condensation, mold, meldew and buckled marriage walls are
a result of a poorly installed or no gasket being install i understand a strip
of tape will not serve as a gasket.
Installer's initials (M.,
Type gasket Installed:
Pg. tru
iBetween Floors Yes
Between Walls Yes
Bottom of ridgebeam Yes
Weatherproofing
The bottomboard will be repaired and/or taped. Yes
Siding on units is installed to manufacturer's specifications. Yes L� t
Fireplace chimney installed so as not to allow intrusion of rain water. Yes
Miscellaneous
Skirting to be installed. Yes No
Dryer vent installed outside of skirting. Yes �_� f/A
Range downflow vent installed, outside of skirting. Y WA
Drain lines supported at 4 foot interval& Yes
Electrical crossovers protected. Yes
Other:
verifies all information given with this permit worksheet
is accurate artd true based on the
Installer Signature
Date Lt'r%0 - f�"
A12143
HS ' 40'
I
47GS9346
DATE OF ISSUE
04/08/2003
LIEN RELEASE
INTEREST IN THE ABOVE DESCRIBED VEHICLE IS
HEREBY RELEASED
BY
'TITLE
'-4IDENTIFICATION NUMBER YR MAKE
13974 CODORNO CT
TW24427927A 1989 MERI
REGISTERED OWNER
JAMES ANDERSON WOOD
®
FT PIERCE '.FL 349$1
MAIL -%TO: '
JAMES ANDERSON WOOD
13974 CODO`RNO CT
FT PIERCE FL 34951-4212
DATE
1
•°
A 12144 :.
liv
el
IDENTIFICATION N MBER
YR
MAKE
MODE
BODY
WT-L B
VESSEL REGIS. NO. TITLE NUMBER
®
TW24427927B
198�9
MERI
HS•,
40'
47673510
REGISTERED OWNER
DATE OF ISSUE
JAMES ANDERSON WOOD
�3974
.04/08/2003
CODORNO CT
FT PIERCE FL 34951
LIEN RELEASE
' INTEREST IN THE ABOVE DESCRIBED VEHICLE IS
HEREBY RELEASED
BY
MAIL TO:
i
TITLE DATE
. JAMES ANDERSON WOOD
13974 CODORNO CT
+
�
FT PIERCE FL 34951-4212
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Use this full!
88"x88"ad
-the Wx4032
landing with reversible r-0failing
when you larefer a
paraffe.6 ap roach.
r
Code approved in
most areas
38" x 3811 Pictured
with Deluxe Rails
Note:.Slde & Back
Rails must he
(Ordered Separately
Model#
l.-`dper
Overall
Landing
Width
Standard' OVuxel
Standard
Deluxe
,,' ,light
1-lelght
Depth
Side Rall 91de ball
Back Mill
Back Mail
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02111
09913
0238
02938
018163838
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38"
;3E3"
021:38
13291 i38
0238
02938
017.213838
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?'f "
38"
3F3"
02238
029238
0238
02938
01824383g
8" i
'242,
38"
38"
02238' .
029238
0238
02938
0,17.283838
71
8"
3E3"
:: W
02338
029838
0:-38
02938
i718 323$ 38
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f,38"
02338
0293,
0238
02938
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0294387
0233
029,,18
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38" 1
02438
029438
0238
02938
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2811
,38"
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02938
018163848
8" r
f 611
138"
48"
021,38
029138
0248
02948
£''?1c12t1:38rd£3
3"
?4"
;3£3"
.18"
022;.3f3
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0248
02948
i1
018323848
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48
02338
029338
0248
02948
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02588
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0248
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029438
0248
02048
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ISTYLEC—R.
G'rou-rid.
�
Ust of Comp017ents
(2) 4$4154 Anchor Assemblies
Fiberglass Stop *nchoring
Guidelines Each assembly includes:
1 (1) 15 inch Anchor
Conerete Installation (1) 3/8'1'x l Y2" lag screw
Gist of Components (PUYCh�ised L Calty) (1) 7/16 X 1 /a washer
e
•sex, zuxh ii�°
4eodiIA 'Mxes
Ar>=7w
Concrate Installatioti Guidelines
1) Drill ''/4" hole through step and bracket at
desired positions through lower wooden
frame member.
2) Install L-brackets using '/." x 20 x 2'/4"
Bolts, washers, and nuts.
3) Mark location o:f`hole in l'.,-bracket on the
concrete.
4) Move the step away .from the home, Drill
holes in concret6 at the desired locations.
Tap in'/4" eoncziete anchors.
5) Replace stop so .that the tops of the concrete
anchors protrude through the L-brackets,
Secure with theliPts and washers.
Ground Installation Guidelines
1) Set step in desired position and mark the
anchor placements on the ground. Remove
step.
2) Screw the anchors in the ground so that the
eye of the anchor will be in the position as.
shown.
3) Replace stop and marls the place where the
hole in, the eye of the anchor meets the side
of the step at the height of the louver frame
member.
4) Faston screw into lower frame member
though eye of the anchor and washer.
WARNING: G: Failure to anchor the step properly
can result in injury. Place. the step against the
house. Moke sure the sarfsae on which the step
rests is level.
Style Crest, Inc. Drawer A Fremont, OUio 43420
THE 48" WIDE
A popular, mid -sized fiberglass step with full 29" platform.
Twin railings recommended.
. THE 48" WIDE
Part # Riser Overall Landind Width Standard Deluxe Standard, Deluxe
Height Height Depth Rail No. Rail No Back Rail Sack Rail.
018162948 8" 16" 29" 48" 02129 029129 0248 02948
017212948 7" 21" 29" 48" 02229 029229 0248 02948
018242948 8" 24" 29" 4W 02229 029229 0248 02948
017282948 7" 28" .29" 48" 02329 029329. 0248 02948
018322948 8" 32" 29" 48" 02329 029329 0248 02948
017352948 7' 35" 29" 48" 02429 029429 0248 02948
018402948 8" 40" 29" 48" 02429 029429 0248 02948
THE 72" WIDE
Elegant approach with full 72" wide step and 29' deep platform for use
with. sliding glass and french doors. Twin railings recommended.
THE 72" WIDE
Part Riser Overall Landing Width Standard Deluxe
Height Height Depth Rail No Rail No.
017142972 7" 14" 29" 72" 02129 029129
018162972 8" 16" 29" 72" 02129 029129
017212972 7" 21" 29" 72" 02229 029229
018242972 8" 24" 29" 72' 02229 029229
282972 7" 28" 29" 72" 02329 029329
018322972 8" 32" 9" �„ " 329 029329
017352972 7" 35" 29"L
j, 7<2" �` 0a'429 `_' 029429
018402972 S" 40" 29 7? , `029 r 029429
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ECONOMY STEPS
As space conscious as it is cost conscious
32" wide with a 14" landing
ECONOMY STEPS
Part #
Riser
Overall
landing
Width
Stadard
Height
Height
Depth
Rail No.
018161432
8"
16"
14"
32"
02114M
018241432
8"
24"
14"
32"
02214M
018321432
8"
32"
14"
32"
02314M
Not available in all locati6ns
THE 6LB-99 SERIES
• 12" D x 36" W Treads and 18" D x 36" W Platform
• 8" Closed Cell Risers
• Optional Aluminum Rails
• Open Back
Fart
height
Rail Model
018161836
16"
02118
018241836
24"
02218
017281836
28"
02318
018321836
32"
02318
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THE SIDE APPROACH
Use this full Code approved in
ac;f
38" x 38" or 0` ` most areas
the 38" x 48"'.
landing with 38" x 38" Pictured
z�s with Deluxe Rails
reversible railing
� Note: Side &Back
x s ''
when you prefer a Rails must be
t •
.Ordered Separately
parallel approach.
Model# Riser Overall Landing, Width Standard Deluxe. Standard. Deluxe
Height Height Depth Side Rail Side Rail Back Rail Back Rail-
017143838 7" 14" 38" 38" 02138 029138 0238 02938
0181`63838 8" 1 W 38" 38" 02138 029138 0238 02938
017213838 7" 21" 38". 38" 02238 029238 0238 02938
018243838 8" 24" 38" 38" 02238 029238 0238 02938
017283838 7" 28" 38" 38" 02338 029338 0238 02938
018323838 W 32" 38" 38" 02338 029338 0238 02938
017383838 7" 35" 38" 38" 02538 0294387 0238 02938 .
018403838 8" 40" 38" 38" 02438 029438 0238 02938
018488838 8" 48" 38" 38" NIA 029538 N/A. 02938
018/63848 8" 16" 38" 48" 02138 029138 0248 02948
018243848 8" 24" 38" 48" 02238 029238 024.8 02948
017293948 7" 28" 38" 48" 02338 029338 0248 02948
018323848 8" 32" 38" 48" 02338 029338 0248 02948
017353848 7" 35" 38" 48" 02538 0294387 0248 02948
018403848 8" 40" 38" 48 02438 029438 0248 02948
--,dW h dab ft MM and Speoficz^tw* Subject to Owge yMmU Notea,
L
10 �I STYLECREST.
DIJRA GRIP II'" STEPS
High Performance Design, Materials and Construction
Most people know us as the leading manufacturer of high performance
skirting. But Style Crests actually started in 1970 by making steps.
We decided it was time to rethink the whole idea of steps and what they
mean to the appearance of today's more attractive manufactured homes.
So we did extensive research on design, safety, colors, surfaces and
styles. The result is the next generation of steps that are safer, more at-
tractive, and easier for you to sell and install.
High Performance Safety Surface
Our Dura-Grip II T"° fiberglass step has a textured, slip resistant stone -like
surface that gives better footing in all weather conditions. The receding
riser gives the step 12" of surface for the foot and gives the unit a
contemporary look. r
Complementary Color
Our color is a combination of several different crushed aggregates.
The secret combination of these elements produces a color that
complements almost any siding or skirting on the market today.
Faster Rail Mounts
Mounting rails is a snap. Just align the rail posts with the pre -drilled
holes (that have steel sleeves so no drilling is required), and tighten
the bolt. Takes 5 minutes, tops!
Style Crese Standard and Deluxe Railing Systems
Install Standard railings when you need economical choice. Choose
the Deluxe extruded aluminum railing for added strength and safety.
All Style Crest" rails meet or exceed most federal, state, and local code
requirements'. Contact Style Crests with code requirements for your area.
Customer Sizes Available
Style Crese can manufacture steps to unique specifications. We can
design & build a variety of sizes and styles. Contact your Style Crest`s
representative for details.
The Side Approach step shown with Deluxe
Railing. Note: Side & back rails must be ordered
separately. Use #0238 Standard Back Rait or
#02938 Deluxe Back Rail.
The Economaster shown with Standard Rail.
The Economaster Display Unit shown with Standard
Railing and handle.
.. :. :. .._ �, ::: .' .�. ... .. �. ,;,:. C1m1�+'i1L`4f=ciRiH77stFn `:J trig!{.X'M"-•n•4gwtYfFm:T'"..' Z+.hX �Cw.t9!W,(:'�k?}T,i�l,.'r+,1;:ca:'sy�p*.r. �:F.St.F+'.uF?'i�x tn.� ..v1�d!.4aYT.�ai, rfhi; he!,Wv.f :.t:' ;.!p?Wial..vn:'1.^.A. ^F. _'..,�J'�.w�..kiY....,..,.w.... .. ..>. . ,
Frv&a kag Frna, and Spec mb" SuFged io'Owgs WtW Noom .
Longitudinal] Stabilization for Florida
g
Kern using longitudinal stabilization only, sideWall perimeter anchors with diagonal ties and stabilizer plates
every 5'-4" must; be used on the horn.e..Vertical ties are also required on homes supplied with vertical tie con-
nection Florida regulations).
When the Xi-Syst
more than 16' fro
triple sections is
Sidewall anch
Roof slope of
Single and do
Triple section
Diagram repri
up to.48' wide
NOTE: Older I
per Florida re
f
Single Section Double Section Triple Se,cti:on,
p bY16' Nominal Up to 32' Nomin or Double w/tag up to-48' Nominal
m is used only as long dinal stabi ' ion, systems must be as evenly spaced as possible, no
i the. end of the home. Ma ' . m roof slope for single units & double section is 5/12, for
.5/12, for the -above number of systems.
ning Longitudinal and Lateral Stabilization for Florida
,s with vertical ties every 5' 4" per Florida requirements
0 degrees or less. (See chart for 5/12 roof installations).
ole, section homes require the same number of systems
omes and double section homes with tag units require two additional longitudinal systems
ents single section up:to 16' width, double section up to 32' width, and triple section homes
)mes without vertical tie attachments; require diagonal frame ties/anch.ors/plates every 5'-4"
ulations
Beam Clamp
Bracket
Xi Block System Assembly
Longitudinal and Lateral: Stabilization for ' Florida
Xi Lateral Xi Longitudinal T
XiLongitudinal System Stabilizer Plate &Diagonal
"Ohly" System "Only" System with Lateral Strut Combo Frame Tie
To 52
IN
M
Single
Up to 16' Width
2 Corn:bo Systems
2 Lateral only
FOR
[a
A
IN
M
M
a M
�1.
!Dsublle Se , on Triple: or "Too
9,
Up to , W Width Up to 48" Width
Combo Systems 4 Combo Systems
2 Additional Longitudinal Xi Piers
Homes Over 52', up to 80'.
�.M
�lM
Single Doublia Section Triple. Section of '709.
Up to 16'Width Up to 32' Width Up to- 48' Width
2 Combo Systems 4 Combo Systems/2- Lateral Only 6-Combd Syste-ns/2 Lateral Only
4 Lateral Only Note: 5/12 roof pitch home requires 2 additional'systems.
:4701
Rill
M
° t
OR Xi -Steel Pier s.Y.stem Effective: August, 2007
Insta-l/anon 1'nstructons
FLORIDA ONLY
__.a By Tie Down Engineering
Installation instructions for longitudinal and lateral stabilization of manufactured homes set to specifications of the
State of Florida.
• Easy installation
• 3 square foot pad and Xi -system replace standard support pier and base pad
• Screw type pier adjusters... no need to use installation jacks to adjust home to system
Steel Pier Systems P/N's
#59321 - Xi, 12" Pier.
#59314 Xi, 25.5" Pier
#59317 Xi, 36" Pier
#59315 Xi, 5' Lateral Strut
#59318 Xi, 6' Lateral Strut
Block Pier Systems P/N's
#59319 Xi, Lateral. w/5 Strut
#59320 Xi, Lateral w/6' Strut
REQUIREMENTS
• Installation can be made in any type of soil, 413 or better
Florida requites 5' 4" anchor spacing for vertical ties
• 4'. ground anchors are used with the Xi -system in 4A and 4B soils, except at shear wall or marriage wall
locations where loads exceed 3150 pounds. Florida requires that 5' anchors be used at these locations.
• Center line or shear wall anchors, that may be required by specific manufacturers, ,are to be sized according
to soil torque conditions. Follow all manufacturers instructions for anchor type and placement in
addition to Florida regulations.
• Maximum sidewall height is a 96" projection. Higher walls may be used, when the design loads are
adjusted accordingly.
• Maximum roof eave is 16"
• Maid tail spacing must be 99.5" or less
• Maximum pier height of the Xi -system is 48" .
• Instructions dare not for use on "Exposure D" homes within 1500 feet of the coastline
• Installation instructions are based on 4200# per pad longitudinal load and 6000# per pad lateral load with
one diagonal tie/stabilizer.
• Additional vertical anchor ties that are unique to a home's design may be required by the home
manufacturer,. These locations include shear walls, marriage line ridge beam support posts, and rim plates.
PIN 15.386
Installation of Longitudinal System (Figure 1)
1. Identify the number of systems to be used on the home using the ch provided,
2, Identify on the location where the longitudinal systems will be installed.
3. Clear all organic matter and debris from the pad site.
4. Place pad centered under beam using the centering mark imprinted on the pad.
5. Press or drive pan into ground until level and flush with prepared surface.
6. Slide Xi -System pier feet into slots in pad so that the Xi -system pier is centered under the I-beam.
7. Raise telesc6ping extension post to contact the bottom of I-beam, secure with bolt provided, tighten
bolt nut. (Figure 1)
B. Turn hex nut; on pier.height adjuster until Xi -System pier is rigid between pad and I-beam..
9. install Gator� Beam clamps to I-beam on each side of the Xi -System pier. Do not tighten nuts at
this time. (Figure 2)
10. Connect struts (open side down) to each side of the Xi -System pier.using the U- bolt provided. Struts are
attached to the upper hole in each pier leg and to the flanges on the beam clamps. (Figure 1)
11. Tighten all nuts and bolts on the struts and beam clamps.
1.
2.
3.
4.
Installation of Lateral System (Figure 3)
Assemble lateral strut by sliding smaller (1-1/2") tube into the larger (1-3/4") tube. Holes should be on the
sides of the! larger tube and the "flag" up on the larger tube.
Attach the end of the smaller tube to the inside of the pan using u-bolts and nuts provided.
Attach the flag end of the larger tube to the opposite I-beam using the " J" bolt over the top of the I-beam
with the nut & washer provided. (Figure 4)
Install a minimum of four(1/4'x3/4') self -tapping screws into the holes provided in the lateral strut so that the two
tubes are connected together. (Figure 1)
(Figure 1)
Struts
Base
J-Bolt
(Figure 4)
(Figure 2)
1
Frame
8
Height Bracket
gal Adjuster 0-3"
601t .,° s Pier Base
Extension
Base Post
on
1-3/4" Tube
Lateral Struts
Beam Clamp
.-� Bracket
r :..,.. 4-#12XY'
1-112" Tube
Tek Screws
(2 per side)
All Components Hot Galvanized Coated
..•.,r... ` . :..... .. ..... .•. ter,. ... .. .... .r.
(Figure 3)
M
De. �artmentoif Highway Sah-ty and.Mot-or'Veh-ideg.
I , Division of. Motor 'Vehicles
ftreau of Mobile Home and .Re,�rea'tionat Vehicle construction
FLORIDA'S.
PRODUCTS LIST
'-AP"PAOV'E'6
FOR THE INS TALLA'TION OF
ILEPMANUFAC
LE. CO-P
L Y
(Rcviscd 03/08)
INTRODUCTION
Florida. statutes require that mobile/manufactured homes are installed safely and will meet wind
loads -as determined by Section 3280.306 of Code of Federal Regulations (CFR), Part 3280,
Manufactured Housing Construction and Safety Standards established by the U.S. Department of
Housing and Urblin Development.
Section 320.8251Florida Statutes requires that: "'Each - person or entity that eng4ges ill the
Manufacture of t obile home installation components, products, Or systems must. obtain a
certitication'.from the3 department which affirms thAt such component, product; or system is approved
for use in the installation of mobile homes in this state." The.: "department" retbrs to the Department
Of Highway Safely and Motor Vehicles. The Bureau dIV obile l:l;otne and Recreational Vehicle
Constructiort isalunit ofthis department and is the unit responsible fbr• certifying'mobile/man ufactured
home component;, products and systems for use 1n Florida.
This document isithe official list ofrnobile/manufactured home installation components; products
and systerns that �ave been certified for use in Florida.
Wyou have ally gtostloxis, you may contact me at (407) 445-7407.
Wayne Jordan
Program Manager
Section 32O,8249 F.S,: Provides for the licensing dnd reg'ula on ofrhabilo/mand-faetured hotne
inst<tll<:rs.
Section 320:8251 F.S.: Provides for the certift6tion of albbile/maduf'aetured h6me installation
i. components, products an<i systems. .
Section 320,83251' F.S.: 1.1rovides for the department to adopf rules setting forth uniform
i standards for the installation of Mobile/mitnufactured homes.
Rule: Chapter 15CI-1, 1�.,�.C'.: (�rovicics the ttnil'i:trrn r4u�bi:i�;/tn<ttita¢twfrtrect hiit»e rrtstalinticicr .Sttirtclttrds
Ii�r C;'Icn ictn.
Revised 03/08 It
4
i
APPROVED PRODUCTS
U01S 1r.11.E
I7V S+ALLATIO.i`i' OF MANUFACTURED HOMES
MOBILE.l-TOME SAFETY PRODU r5 continued...
Dba Oliver Technologies, Ills.
j F.O. Box 58/467
Hohenwald, Tennessee 38462
1055-18L i, I Longitudinal Stabilizing Systen,
1101 L All Steel Foundation System
1101 All Steel Foundation Sysleni
110.1 V All steel Foundation System..
1 101 CVw
inlet .Bracket
i 10`1CV0
Dry Set Bracket
1101.-W CPCA*
Wet Set .Bracket
I t01-D-CPCA
1Dry Set Bracket
1. l0I-W-T'AC:A
I W"et Set :Bracket
1101-J? TACA
I 'Dry Set -Bracket
1055-14
.
Plastic Foundation Pad-
1 U55-14
i .Plastic 1{oundation..lPad
1055-8 I.
Plastic Poundatlon .f ad
.1055-23
Plastic :Fa * ndat on prtd
1055.9 i
Plastic Foundation Pad
SPA 264-1 I
Plastic IFo ndation :Pad
414_ I
Plastic .Foundation Pad
1055-16 1
Plastic Foundation Pad-.
Plastic %'QundatiQn lead
1055-17. P as is
1055-13 Plastic iyoUndation Pad
1055,22 Plastic Foundation Pad
1055-20 Plastic; Foundation Pad
Revised 03/08 1 10
20" galvanized steel pad beam clip
ffir longitudinal bracing system
w/square tubing in a cross "XI,
paitern
Longitudinal .Stabilizing System
Longitudinal and Lateral
Stabilizing System
Longitudinal Stabilizing & Lateral
Bracing System
Concrete :Full System
concrete Full System
Concrete Longitudiina1 System
Co terct'e Longitudinal System
Concrete -Transverse Syst�nri
Concrete Transverse System
16"x 16"
16" x 1.67
16" x 18"
16" x t 8 'gym" (rounded)(2 srl. tlr.)
t8%Z"x 18!/Vx 15/16"
18 Y2," x 18 !41, x'/4"
13 Villx26 !/4"x'/„
17" x 22" x I /811,
f71/z"x22
24" x 24" .
21. i 3" x 29.13" (rounded)
2 3 1W., x .31 �/4"
a
APPROVED PRODUCTS
rO.R T :Ir
INSiA.L LA'S ION OF MANUFACTURED HOMES
MOBILE 1-{O.1VlE SAn-ETY- PRODUC"1'S contintled...
Db a Oliver Technologies, ins.
I P.O. Box 58/467
Hohenwald, 're;nnessee 38462
MAXI
urate
16" x 16"
16" x 16"
i
i
L1M .PIER i()A
Pad Area
lt.L_
1.77
1.78
D$ itN P(yU'1SDS
1,000 Ib.
soap
1.,770
1,780
-
111.50Ib:
soil
2,650
2,660
S:ED .ON 5011,.
� Upl.1*1).
_ slail
3,450
3,560
VAGUE:S
11 .
2,500Conf
sail
4,420
4,430
3r0001b.
si�il
taarks(sc.
Max.
5,310
5,310 j
16"'x 18"
1p6"fix I $ V:?, (round' ed)
2.0
2.0/y
2,000
3,000
4,000
5,000
5,340
6.000
5,320
6,UUb
18 VP x 18 !z" X 15116"
�/4"
2.360
2,0�0"0
2,360
3,00�0y
3,550
4,ry000
4, I'30 .
5,00/0�
5,910.
�6y,/0�00
/,090
ry610�00
18'/2" x 18 %z" X
13 1/4" x 26'/4"
2.375
2,375.
3,563
4,750
5,598'
5,598
/,090
5,600
17" x 22" i
2.4
2.5
2.375.
2,500
3,$63.
3,750
4;750.•
5,0()t1
5,938
6;250'
6,400
7,500
6,400
6,400
I
-�--��rounde
17 Yz" x 22
2.75
3.0
3.0
2,750
3,000
3,000
4,.125
4,500
4,500
5,500
6,000
6,000 •
6,575
7,500
7,506. '
8,250.
-9,000
. 9,000
-8,250
9,000
91000
1.7 /a" x 25 ''/2"
24" x 24"
4.0
4,000
6,000
8;000 .
8,000
8,oa0
8,000
21.13" x.29.13:" (rouinded}
4.0
4,000
6,000
8,000
8,000
8,000
8,000
23..%" x.31 %"
J.4.6.98
4,698
7,047-
M00 I.
. 5,001.7:
8 000 -
8,000
PAD CC➢1S�'1GCT1L�1'
1'a
I Description
Pad A.reu
110001b.
2,000 lb.
3,000 lb.
_ PManid
toter Confi a r:ation
5(�: $'()
.� Soil
soil
soil
(2) 13 14" x 26 %4" a.
a base and (1) 20" x 20" on top
4:8
4,800
N/A
Th rc
0 (3) 17" x 22"
5.0
•5,000,
.9,600
10,01)0
N/A
Three
3 17 '/z" x 25 '/2"
6.0
6..,U00 _J
12 UO'0
N/A
TD
ari C131 i -- - ( PhIstio Cap Board ' 1" � 8" x l
(yI'1 Cr32 I. I Plastic Cat) Q,2ard.- -- 2" :k X x l 6"
The cap'bonrds wote tc;st On CIVIIJ 13fcr (C90) with cWiffiek"a single or double stacked enp b6iu
Revised 03/08 j I I
ivt l 21.1:-3/4>'
M607
IVf i T2
M1.12
M I CS2
Ni I AR2
MIS2
54285
9293
-fkPP .OVER PRODUCTS
a' o R rr FfE
IN', TALLATION OF N1ANUFACTURED4f0jVfES
'NE IjOWN IENC+1NrmR1NG
5901 Wheaton Drive
Atlanta, Georgia 30336
Soil
Galivanized
Amber
Anchor
5/!3" x 48".rod,. double head
with a single 6" disc
44
Galvanized
Anger
%" x 4$" rod; double' head with
44
Anchor
a single 6" disc .
Gal!i
�I
anized Auger
I/V x.60" rod, dove fe head with'
4b
Ij Anchor
a single V disc
Galvailnized
Patio Slab
'/4"x 10" threado rod vv/t it
Cnricretei
Anchor
washer and nut, double b'6ft
i
head
Galvanized
Patio Slab
5/8" x 10" rod concrete anchpr
Concrete
Anchor-
with a double bolt head
Gall
anized Patio
%z" x 3" steal.expansion bcylt
Cd"c'rete
Anchor
Bolt
W Redhead Sleeve Anchor"
double head
.
Galvin
i
n .rccl [double
.* ` .
l�oubl�e h�.ad tension•clevtc.e
N/A
Head
Device (only)
w/bolt hale in the batttim ot'the
yoke
Claty
tnia..ec1 Double
Double head tension device
N/A
Head ,'tivivr,l
Adapter
with swivehadapter
Stalinik�er
plate --steel
Oalvanized steel 17 %a" (width)
46
x 7" (side) x 1.311el x 8 sg�zuge
ree top
:..- —
- `----
1
bend) .
titaf.-)jMeer
Prate/ -
8'y x '2 4" x l .3'751, Af, tdo
R evlse4l 03/03 1 15
Working
I1J1tim:a
i,od
-Loit- 1
1350
4,725
3,.150 f 4,725
4,000 [ 6,000
3,150- - 1 4,725
3,150` { 4,725
3,150 ' 4,725
3,150 f 4,725
3,156 j 4,725
4,000 1 6,000
Strapping
MGPIB
TD
TDE
59010
59002.
59003
59004
59005
5009
59011
Revised 03/08
APPROVED PRODUCTS
FOR THE
EN14ALLATION OF NIANUFACTU
REDHOMES
TIE. DOWN ENGINEERILNG Colitinued...
5901 Wheaton Drive
Atlanta, Georgia 30336
Standard Spec. I Vs" x.03511
galvanized steel
strapping (3-120:
T'lotted Bolt
2 `W'x 5/813
Climping Seal
1A 10" x 2.2501"
qlongitudinal
Metal pads, bracket with.
Stabi,ilizdtion Device
hardware metal. struts:
L "S. D
Alvivel Strap
2,60" x' 4.87.511 x.; 10 gaiige
Corrnectar
w/ I WI x. .03 5."
Beam lCohnector for a
2.519x. 6.30011 X' I O'Sau' beam
-beam
1 ,
connector used with. 50002
BeamjC.Oinnector For a
2.5" x 7.300"Ix t 0. gauge beam
I-beam
connector psed with 50602-
A(Ij. [jearn Ccinneetor
2.5" x 9,850" x 10 Saugor used
for u 'to a 9" double.
with 59002 and grade" 5 bolt and
.I-beann
Ilut
Lontudinal Beam
1/2
1 " x 6 Vil' x !4" tjsedas pair
tionnector
with 50002'
Loll
Itudinal Beam
6$91-x 6 �/s" x 7 ga-age frame
C1,1111P
�
clamp with e (8) gfado 5
bolts and nuts
Soil I Wo_rk_In_UF_Ultinui�
150
4,725
X/ A
N/A
N/A
N/A
3,150
4,725
3,450
4,725
N/A
7,:000
10,00()
3,150
4,725
N/A
3,150
4,725
N/A
3,150
4,725
N/A
N/A
N/A
NZA
N/A
N/A
N/A
N/A,
N/A
APPROVED PRODUCTS
FOR THE
.ALLATION OF NEANIJFA+C'g'CJREt .IA HOIVI.ES
T E DOWN ENGINEERING Continued...
5901 Whetiton Drive
Atlanta, Georgia 30336
MODEL #
+..ti.. vu 4v•ai11v j%A%r R\xR ly RJ lVi li'�iiZ�
IDENTIFICATION
_ _
DESCRIPTION
59006
i,ateral (Vector) Kit w/pads for concrete
_
17.25" x ! t", 12 gauge galvanized
Applications —single stacked block piers
pad, part # 59277 w/motYtiting
brackets, hardware &* parts 59276
59008
Lateral (Vector) .Kit w/pads for concrete .
and 59282
�ipplictitions -- double stacked block piers
17.25". x t9.6", 12 gauge galvanized
pad, part # 59273 w/mounting
I
brackets, hardware & parts: 59276 and
59282
59273.
III
trouble black foundations pad for concrete.
Use with Vector System
59277
'ingle block foundation for concrete
pad
lteral
Use with Vector System
59024
U'Vector .Hardware Kit (use v/S�2i1)
J-bolts, « " shaped connectors &
Inside brackets
59026.
LOn.gitudinal L2SD Hardware Kit (w/59271)
6"•x 6 3/a"".x 7 gauge beam clips, "U„
____ .._....._. _ .. Yl
shaped'platei connector, bolts and nuts
for connections
--' 59314
Vector X' rn
:.:�O`ngitudinal Stabilizing System
59315
I Vector Xi System
Lateral Stabilizing System
xi Concreteand Concrete Block System
Longitudinal!/lateral Stabilizing
System
59361
Outriggers
24"' Outrigger/Diagonal Strut
59362
I Outriggers
24" Otstrigger/Diagonal Strut
i.
I
i
i
Revised 03103 i 17
i