HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY BP I )-Z4 4D 5
SECTION
`2t
TOWNSHIP
RANGE
MAP NO.
ZONING
LAND USE
LOT CVG %
TAZ NO.
FLOOD ZONE
X
FIRM MAP #
3
XV3
1ST FLR ELV
MAX HGT
CONST TYPE
OCCUP TYPE
MAX OCCUP
# OF FLRS
WATER
C
SEWER
SPRINKLERS
STORMWATER
LOT OF REC
LOT OF REC .
LOT SPLIT
LOT SPLrr
Before 1/1990
After 1/1990
REQUIRED
APPROVED
REPORT
HABITABLE
RADON
PERMIT
,F.
CODE
AREA
(RADON)
-
FEE
FEE
LIBRARY
PUBLIC BID
PUBI&JRLD—
PARKS
IMPACTIMPACT. PACT FEE
_IMFrACT
IMPACT
FEE
coiiicnoN
FEE
FEE
GENERAL
SCHOOL
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CREDrr
Y
14
LAW ENF
IMPACT1TrCT
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 77LI GAS
LOT OF RECORD
FEES
REQUIRED
PLUMBING-
FEES
DATE SENT TO ADDRESSING:
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEA TURTLE
MANGROVE
COUNTER-
:,REVIEW
REVIEW
REVIEW
RE
REVIEW
REVIEW
- DATE --
RECEIVED ,
DATE ..-.
-COMPLETED,
INITIALS
OFFICE USE ONLY:
DATE FILED' L1,29 -
6,, p RECEIPT NO.: PERMIT NUMBER: Aqq
PLAN REVIEW FEE: j<; g3! e6
CONCUIUAMINk, I r,r,n.- F —e-, ;N RECEIPT rPYPT Mn CERT. CAP. NO.:
ALL INFO MUST -BE COMPLETE &. FILLED IN TO BE ACCEPTED
PLANNING &' DEVELOPMENT SERVICE&DEPARTMENT
BUjiLDING & CODE REGULATIONS. D"101N
.2300 Virginia Avenue
It Pierce, FL 34982-5652
7724624553
APPLICATION for BUILDING PERMIT
CERTIFICATE of CAPACITY/ZONING COMPLIANCE b
.
PROJECT INFORMATION SCANNEO
BY
1. LOCATION/SITE ADDRESS: --st L
2. PROJECT NAME: SITE PLAN NAME:
3. PROPERTY TAX ID
4. LEGAL DESCRIPTION (attach extra sheets if necessary):
5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO., 8. LOT NO.
9. PARCEL SIZE (ACRESISQ FT.);. Li ):-7 E5. -LOT DIMENSIONS: L4,5(QL:5
10. C 1E D4Sq4211014 OF CONSTRUCTION fROJECT 0 ORK- CTMTY:'
Mn- WC045.
AIC5
SETBACKS (AC AL) FRONT:BACK:\(,�9�" RIGHT SIDE, 'LEFT SIDE:
L
12. TYPE OF CONSTRUCTION (Check i Pabppropriate bokes)
[NEW CONSTRUCTION EXPANSION/ADDITION INTERIOR RENOVATION
RESIDENTIAL COMMERCIAL INDUSTRIAL
OTHER (SPECIFY)
a]
3. DESCRIPTION OF PROPOSED USE:
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 A= 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 6/25/09
ER INFORMATION
NAME:
ADDRESS:�
CITY: 'C ��-•- STATE:�� - ZIP:
PHONE (DAYTIME): �1�1%- ?j-`ly 1�'l� 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: ZIP:
PHONE (DAYTRVIE):
CONTRACTOR INFORMATION
ST. of FL REG-CERT ST. LUCIE COUNTY CERT
BUSINESS NAME: b*�
UALIFIERS NAME: J.���-2 �' •�
ADDRESS:
CITY. 2CCJL- STATE:L.
PHONE (DAYTIIYIE): �1� '�,�10 ` i 17 FAX N'1-ia Email:
ARCHTT/ENGINEER. / l —
ADDRESS: n�D `�y-:'�45�
CITY: STATE:
PHONE (DAYTIME): (O! ) lam '��✓2�
BONDING COMPANY:
ADDRESS:
CITY:
MORTGAGE LENDER:
ADDRESS:
CITY:
STATE:
STATE:
ZIP:
D'
ZIP:���"�
ZIP:
ZIP:
IMPORTANT NOTICE: When a permit is issued and it is not picked up within 6060 dads- after notification
it will be voided and returned to you by maiL
9
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 zooms, 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.
StAft OF FLORIDA
COUNTY OFc t
The foregoing instrument was acknowledged before
me this 2 6 day of K 1 L 20 t d
by J u l�JF1 ! IZ
who is personally known
l vr=Yl S
or has produced
as identification.
OF FLORIDA
YOF $'; 1 u G/E
The foregoing instrument was acknowledged before
me this 52 day of A9 e ! ' , 20 i a
by J u c
who is personally known or has produced
�Q t Ut GC-y s� as identification.
Signature of No I- Signature of Not4ir
• o""""� DOROTHY ANN HAFNEfi'"' � osPRr P�B;,�- DOROTHY ANN HAFNER
COmm1Ss10n No. •`,rRY PUe y (Q Notary - State of Florida
;a°, .` Notar 51uic1 State of Flora ' Commission N0. -
1 * My Comm. Expires Oct 2, 2012
_• . + •: My Comm. Expires Oct 2, 2012 �, F Commission # DD 827096
Commission # DO 827.096 �.;'OFF�°
;l of - ,OF. Bonded Through National Notary Assn.
Bonded Through NalionaI Notary Assn.
NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR
THIS BUILDING PERMIT AS AN OWNER/BUILDER, 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, ' CRK OF THE "CIRCUIT--e0URT--,-.6A' - °,' LUCIE COUNTY
FILE # 3698219 (. 300K 3384 PAGE 278, RecordeG, /27/2012 at 09:47 1
AFTER RECORDING -RETURN TO:
PERMIT NUMilER: '110.� nPnce ii r,:�arrcd tar rv; nrdi�y: in1„
•r
NOTICE OF COMMENCEMENT
The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 71 3,
_ n Florida statutes the following information is provided to the Notice of commencement.
i. DESCRIPTION OF PItOPERXY (Legal description and street address) TAX FOLIO NUMBER. 4 1 4 - S 01 -1 7 01 - 0 0 0 9,
h
SUBDIVISIONSpanis
1yBLOCK TRACT LOT BLDG UNIT
L5S��2� 1g Section 26 Township 36s Ranae 40E
2. GENERAL DESCRIPTION OF IMPROVEMENT: single family residence
3. OWNER INFORMATION: a. Name WV n a Lo 911y '
b.Address 8000 S US1, Suite 402, PSL, FL 3.4952 c.interest inproperty
d. Name and address of fee simple titleholder (if other than owner)
X, J 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation
8000 S. US1, Suite 402 PSL FT. 34952 772-878-5511
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 (I)(a) 7., Florida Statutes: 1:
:Doug .Brantley 1 Silver Oak Dr. PSL,, FL- 201-8418
NantE,ADDaEssANDPHONeNUMBER
8. In 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 dale of notice of commencement (the expiration date is I year from the date of recording unless a different date is
specified) 20_ - i.
Matthew Lyle Wynne Vice -President
Signatu Owner or
Print Name and Provide Signatory's Title/Office
Owner's Authorized Otilcer/Director/Partner/Manager
State of Florida
County of 4 f• i.t, r- i e
The foregoing instrument was acknowledged before me this C�" 7 r`day of PR r L .20
By Matthew Lyle Wynne ,as Vfcr Pie FSrh.-W-r
(Name of person) (Type of authority... e.g: Owner, officer, trustee, attorney to fact)
For Wynne Building Corporation
(Name of party on behalf of whom instrument was executed) Personally Known —t�/or produced the following type of )'D:
46
o4N p e, DOROTHY ANN HAFNER
Notary Public - State of Florida
DO R ,-nA14 N�fiFvelz � ; My Comm. Expires Oct 2, 2012
tsi
:,li y. 'a' Commission # DO 827096
(Printed Name of Notary Public) (Signature of N Public)11, F Bonded Through National Notary Assn.
Under penalties of perjury, I declare that I have read the foregoing and (hat e true t,
belief (section 92.525, Florida Statutes). _ _,,?
Signature(s) of
By;
R— O VXWal(R.m,dlnt)
rtner/Managerwho signed above:
SKATE OF if L.ORIDA
' �TnE.s
ot
TFIfiJ�0. � >: A
Dater_I-
LE
51$
THE
PLANNING &.DEVELOPMENT SERVICES DIVISION
BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Ave
Fort Pierce, FL 34982
BUILDING PERMIT
SUB -CONTRACTOR SUMMARY
,mg
wYll br usan Ite f 1 o su �l_)� �ersor fe
ompany/Individual Name)
project located at .. Gorda W
- (Street address or aPropeRylax n) #)
It is understood that if there is any change of status regarding the participation of any of the sub -contractors
.listed -below, I will. imnediately�advise the Building And Zoning Department of St. Lucie County.
Txade
Name o#`�Compa�ylContractoir""_
St. Lucie County/
License Number
ElectricalL
f s &CbT
C
wi I bur
► a�
Plu.bing
ftMC ff)dO�IZ 'ft;�G64(,
HYAC/
Mechanical
!.
r
e.' N VM
(341
CA � 15l
Roofing
Gas
",I
��'•FYCE''IISE'ONL'Y: .
PEA Mrr LSS1 DATE:
1VUMSER: �`�' ®� 4
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
0
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number: 2098
State of Florida Certification Number (ifappiicabte): ER0000122
Law s. -Electric, Inc _ have agreed to be the
(Company Name/Individual Name)
electrical sub -contractor for (Type of Trade) (Primary Contractor)
for the project located.at
(Project Street Address or Property * 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 QUALIF ER (Name of the Individual shown on the Contractor's License)
ORIGINAL SIGtiAT.LTRES ARE REQUIRED
James- W- Law
SI .. TUBE PRINT NAME
Business Name:
Address:
City/State/Zip:
Phone:
nwiwycli TTCT. nNT V-
faw'-s Electric, Ia-c_
218 Beach Avenue
Port St Lucie. Pl 14957
772-464-3969 email:
vs
PERMIT # ISSUE DATE
l ,2- 0 - - L
ATE
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
.._ Zll�'
St: Luc. .. . ie County Contractor Certification Number: s
State of Florida Certification Number (If applicable):
ftmc2 `fib roil-Ghaagreed to be the
(Company Name/Individual Name) l—I—nC,
l 1 1
E.
�V ! 1 10 sub -contractor for movers
(Type of Trade) J (Primary Contractor
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, 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 SIGNATLIRE S ARE REQUIRED
I�URAP_av", -
S ATURE
Business Name:
Address:
City/State/Zip:
Phone:
nFFrrF TTSF nNTI v.
L_
iuh _cl
PRINT NAME DATE 11
PERMIT # ISSUE DATE
I'f l a
PLANNING & DEVELOPMENT SERVICES
Building & Code Compliance Division
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number:
State of Florida
NE
(Company NName/,In�div�1Iidu ame)
NaW� l�f sub -contractor for
(Type of Trade)
for the project located at
tri 60da
(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
kGNATUREI- PRINT NAME
aa DATE
Business Name: `"�'� a a`r
Address: (® ss1 a
City/State/Zip: � , ti
pprr +
Phone: �LIU / ! email: -
OFFICE USE ONLY:
X-P
Jam,
�1sdr
ST. LUCIE COUNTY
BUILDING & ZONING
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
772-462-1553
LEED LANDS AFFIDA"T
I, the undersigned, am the owner of the following described p.roperty\5�c�Q����
of 3414 501-1701-000/9- Section 26, Township 36s & .Range 40E
(Tax ID/C.egal description/Address)
for which I have applied to St. Lucie County for a Final Development Perm.i.t. In accepting
this Final Development Permit, BP Number I acknowledge that as Owner Of
the above described property, and in accordance with Section 7.04.01(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 tbi.s property, St. Lucie County is neither obliged
nor liable to provide for, or maintain in any form, adequate drainage off my property which
vial not adversely affect the immP`l;arP rnmmnnity
Matthew Lyle Wynne
Property Owner Name
STATE OF F(.OROA, COUNTY OF S t - lL/u c l e
ACKNOWLEDGED B7
EFORE ME THIS a ti- DAY OF ),PR/.L 2o.Lx
BY Matthew Lyle Wynne Wd-10TSPERSONALT.YTUNOWNTOMEORWFIOHAS PRODUCGO
SIGNATURE OF N TARY
NOTARY PUBLIC T17LE
S IDENTIFICATION.
�a � o I h1 y �NN K"A�FN Eat
TYPE OR PRINT NAME OF NOTARY
(S I-7AQ
DOROTHY ANN HAFNER
Notary Public - State of Florida
•=
My Comm. Expires Oct 2, 2012
Commission # DO 827096
°%%° FF +�`�,•
Bonded Through National Notary Assn.
Property Appraiser - St.Lucie ," imty, FL
Page 1 of 1
PROPERTY RECORD CARD
Wynne Building Corp
Record: 1 of 7 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print
Property Identification
��CIE C
0G
Site Address:
8000 S US HWY 1
ParcellD: 3414-501-1701-000-9 ��
Sec/Town/Range:
26 :36S :40E
Account #: 4124212<
Map ID:
34/26N
CG
Land Use: PRKG/MOBILE Q�
City/Cnty: St Lucie County
Zoning:
Ownership and Mailing
Legal Description
Owner:
Wynne Building Corp
ST LUCIE GARDENS 26 36 40 BLKS 1 AND 2 LYG ELY OF US #1
Address:
8000 S US Highway 1
R/W-LESS RD RS/W AND LESS AS IN ORS 2535-243
Port St Lucie FL 34952-2357
More...
Sales Information
Assessment 2011 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: 76025 SgFt
Exempt:
Taxable:
Taxes: 549970.73
BUILDING INFORMATION
omsoxas�rass
Exterior Features
View: -
RoofCover:
- RoofStruct:
-
ExtType: MHPK - MH Parks
YearBit:
1987 Frame:
-
Grade: C - C
EffYrBlt:
1987 PrimeWall:
-
StoryHght: 0010 -1 Story
No.Units:
1346 SecWall:
-
Interior Features
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.
YrBlt. 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.pasle.org/prc.asp?prclid=341450117010009 4/27/2012
i
4s 1
45
10'.
1,E C UN'TY%MT),lNGU
S. LU
C F
REVIENVED FOR COMP
pEVIENV
DATE,7:nPFXMIT MUST BE
PT ON ,IOC
MIN. SETBACK REQ,
FRONT FRONT IQ
SIDES SIS
CNR SIDES
1
REAR
Z N,
.TECH.
rL--A-'4 OR NO LNSPECTION NVML BE MADE-
cm4l. 0 PWV�`i
ot,
• • PERMIT NUMBER
.mod+ .,, q.+'•':-
:zN�lvs'a�'i"E'a" Y�f'ac•:%% '� : ,,,v;�,jw�„°�': ,da-..
f
Installer J - (AL L L-- �( � (.r Uae se =O a 54361
Address of home
being Inatalred
Manufacturer , Lenplh x wrdlh ' 01
NOTrw ' if home 13a sing'* xrldO MI Old Otte half of the 1?1ockingP1an
11horrf a Is a trlPle or quad w[da sketch it? Mmainder of home
f understand La}era] Arm Systrms cannot be used on any home (new o j where the sldewall ties exceed 5 ft 4 In,
lr�talfer's Irlrtlais �.��
Typical piera)saclnq-
v I titan!
PERMIT WORKSHEET
Fa99 '1 Of 2
Novi Home j-i Used !-tome
1-forne hstafied to the Manuraclurer's I I
nsla iatfon Manual 0 ,
l-lame Is installed In accQrdance with Rule 15-0
Srngle wrda
[] WNrnd Zone If
Iq Wind Zone III [�
Double wide
lnslallatron Decal 4
TdpletQuad
II Serial
PIER-SP,40NG TABLE FOR USED HOMES
I.nad Foa[ar
4wdng alza
capaopy
16• x t6' is ill• )C18 112' 20. x2o' 22•x22' 24' X 24' 26' X26•
(255) (842)
(Sq rn)
(4ao) (4B4)' (576)- (676)
I 4 n.c
-
PIER PA6S2ES t
f-beam pier pad size
ROPULA PAD S ZES
Perimeter pre: pad size ,
a Sze n
x 5
x
Other pier pad sixes !
(required by the mfq,)
x
x
Draw the apP►oxi[nal8 locallans of rnarrlage
wall openings 4 foot or greater. Use this
t x
x
symbol to show the piers,
x
List all [narrfage waft OPMtnas greater than 4 foot
and.their pier Pact sizes below,
x
x
x
apening Aie� pads ANCHORS
It
hrn 2' of %d of home
spaced at 6' 4" oo
TIEO04yN COM?ONFJa�'$ aTHER i1E5_~
Longltudlrral S h1l z1JIV? evlce /f em Sldewall Number
Manufacturer
Long1fudlrral St�il11z1nM 1]evlae W/-L lArrrbs n rrl?,ga nal
Manufacturer aga wall
Shearwall "�---'
PERMIT NUMBED
0001% z, �� � ,.- 1
POP.-.
<--�
POCKET PENETROMETER TES
The pocket penetrometer tests are rou d down to psf
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 x
TOPI Z i PROB 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.
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 centerllne tie points where the torque test
reading is 275- or less andtre mobile home manufacturer may
' �,�,- ' requires anchors withg capacity.
Installer's initials
L TE TS MUSTBEP 8Y A LICENSED lNS ALLER
l�Installs '�
Date Tested
:bnnect electrical conductors betweeg; ifGlti-wide units, but not to the main power
ource. This•includes the bonding wire'between mull -wide units. Pg. ��'
Plumbing
9nnect all sewer drains to an existing sewer tap or septic tank. Pg. _Ltf:f--
onnect all potable water supply piping to exi g water meter, water tap, or other
dependent water supply systems. Pg.
PERMIT WORKSHEET
l page 2 of 2 I
Debris and organic material removed V
Water drainage; Natural Swale Pd�—Ocher
Fastening multi wide lunits
^ 1(
Floor. Type Fastener. Lengt �, Spacing:
Walls: Type Fastener. Lengt (o Spacing:
Roof: Type Fastener. Length `` Spacing:
For. used homes a So gauge, 8" wide, galvanized meta strip
Will be centered bver the peak of the -roof and fastened with galy.
roofing nails at 2" on center on both sides of the centerline.
_ Gasket (WmIherprmafing regulrermnt)
1 understand a properly installed gasket is a requirement 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 installed. I understand a strip
of tape will not serve as a gasket.
installer's initials
Type gasket Installed: 010
Pg. Between Floors Yes l./
Between Walls Yes
Bottom of ridgebeam Yes
The bottomboard will be repaired and/or taped. Yes L� Pg.
Siding on units is installed to manufacturer's specifications. Yes
Fireplace chimney Installed so as not to allow intrusion of rain water. Yes
Miscellaneous
Skirting to be installed. Yes _6�No
Dryer vent installed outside of skirting. Yes NN/A
Range downflow vent installed' outside of sldrtirtg.WA
Drain lines supported at 4 foot intervqls, Y �/
Electrical crossovers protected. Yes
Other:
Installer verifies all information given with this permit worksheet
is accurate and true based 'on the
man ufacturer'4.4istallatl6n instruEtion nd or Rule 150-1 & 2
Installer SIgnatu6Ai Date of®—�
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 11 certified.
Owner: WYAWCOO CDR P Date: / a
(Print or type) (6P
//�� ``,,�� //44�/ /�Address: CL� r<r /"1/� 1' A / W
(Physical Locati n of Home)
Year / Manufacturer =CAM18'2 Serial OI.OS( d0 dl aOR �a HUD Plate # fsC() /q / 3 311.
Width Length 0 Single V Double Wind Zone_
C = In Compliance N = Not in Compliance
Fire Safety / Electrical
C1. Smoke Detector: Installed Missing
C 2. Electrical System Checked: Exposed Wiring Other
_ 3. Distribution Panel: Missing Loose Main Missing Breaker Missing
Unplugged Opening Other
4. Electrical Fixtures: Missing Installed Improperly
—� 9T COPY
Improperly Wired Loose Wire 'A
GFCI receptacles not where required
G 5. Electrical Ground: Chassis Main Panel Gas Pipe
aevi.wd 3/9105 Page I of 3
Construction
G
1. Exit Doors Operable: Front
Back Other
C
2. Exit Door Locks: Missing
Inoperable
C
3. Egress windows: Missing
Inoperable
4. Windows: Broken Glass
Inoperable
C
5. Screens: Missing Damaged
C
6. Floor System: Joist
Decking Area Damaged
7. Interior Paneling: Missing Loose Damaged
C
8. Rodent Proofing: Bottom Board
Pipe openings Other
C
9. Leaks Apparent: Ceiling Doors
Floor Roof
C
10. Vertical tie -down straps: Missing
Short Damaged
G
11. Structural modifications since manufactured: YES_ NO�
G
12. Walls: Structurally Unsound Loose Weather tight
Plumbing
C 1. Trap: Missing Not connected Other
2. Plumbing fixtures: Missing Not installed Not Vented
Ci 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
C 1. Heating Appliances: Missing Not Connected Other.
C 2. Deleted Heating/AC system: Not installed Other,
C 3. Thermostat: Missing Inoperable
G 4. Air registers: Missing Inoperable
G 5. Ducts: Not sealed Missing
G&Ila
Page 2 of 3
C6. Gas furnace Water heater vent: Missing Loose
C 7. Return Air: To Furnace To A/C From rooms
- 8. Range: Vent Hood
C 9. Gas Valve: Accessible Installed improperly
C 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 Y
2. Will a remodeling permit be required? YES NOJ�
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.
e
A REGISTERED FLORIDA PROFESSIONAL ENGINEER MUST COMPLETE THIS DOCUMENT, SIGN AND AFFIX
EIR1SEz sM cc�
2
Date inspected: 1 �z
Inspected By: P. I. License #
3�3g8
.�,__ Signours required
Phone Number:Raj Ne5-73a4
Page 3 of 3
Engineers Seal
STEVEN G. WOOD, P.E.
]ii'L LICENSE 34398
960 SULTAN DR
pGRT ST LUCIE, FL
Mar 231212:52p Fairways
772 882 9890 p.1
A01924
I ut, Irt`,> —212826 nunaocrt
BLO5GA10
n. 5
200
1. ,,,....
CAVAL
I ,.-.��•
I .-__. .. I_ _...
HS 60
I _____
___._. __.
93669278
REGISTERED OWNER
DATE OF ISSUE
SUZANNE K MULIETT OR
07/29/2005
EMANUEL A MULIETT
LIEN RELEAS=
267 KATHY DR
INTEREST IN THE ABOVE DESCRIBED VEHICLE IS
COLDWATER MI 49036-9070
HEREBY RELEASED
BY
MAIL TO:
TITLE DATE
} , * + I • 'IL "IJ 5
SUZANNE K MULIETT
267 KATHY OR
f i ``,
COLDWATER MI 4903E-9070
+ + I ill
�t�le��s�stl�trstr�'II I�sIIIIIt I' utlltll
ll sls U �I'�
s616
'11
SATISFACTORY PROOF OF OWNERSHIP HAVING BEEN SUBMITTED LNDER SECTION 319,23: 328.03,'FLORIOA STANTES, TITLE TO THE MOTOR VEHICLE
-- OR: -.VESSEL DESCRIBEDD-'8ELOW IS -VESTED IN THE OWNERM NAMED HEREIN, THIS'- OFF7CIAL-CERTIFICATE OF TfTLE'IS 'ISSUED
IDENTIFICATION NUMBER YR.
'BAKE
MODEL
BODY
WT-L-EHP
VESSEL REGIS NO.
TITLE NUMBER
SLOSGA0212826 2005
CAVAL
HS
60,
936692.78
PREV STATE
COLOR
PRIMARY BRAND
SECONDARY BRAND
NO OF BRANDS
USE
PREV ISSUE :)A-E
N
PVT
ODOMETER STA'US OR VESSEL MANUFACTURER OR OH USE
HELL MATERIAL
FROP
DATE OF ISSUE
07/29/2005
REGISTERED OWNER
SUZANNE K MULIETT OR
EMANUEL, A MULIETT
267 KATHY OR
COLDWATER MI 49036-9070
1ST LIENHOLDER
NONE
LIEN RELEASE
INTEREST IN THE ABOVE DESCRIBED VEHICLE IS
HEREBY RELEASED
BY
TITLE DATE
t
DIVISION OF MOTOR VEHICLES
TALLAHASSEE FLORIDA DEPARTMENT OF HIGHWAY SAFETY
AND MOTOR VEHICLES
o: Number
7
._. .....__.._._...., ._.__ _ .. - --FRET O, DICKINSON; III•..
DIRECTOR
EXECUTIVE' DIRECTOR
'
TRANSFER OF TITLE BY SELLER (This secilon'must be cornplo;od at the time of saleJ
ODOMETER CERTIFICATION - Federal and state
law require that you stale the mifaage in eennocdon with the trans for of owner.Hp. Failure to
omplate or providing
a IA.. stak rl may result in linen and/ar imprisonment
This. title is warranted and certV6d to be free from any liens. except as noted on the face of this certillcate and the mote, vahice or vessel described is hereby transfartec to.
P u reh a ser,
Addre
li We state that this IE]b 6 di t odorttotor n .v
or g o❑❑,❑�G
Sellirg Price: $ Date Sold;
roads ca I•ta ronthst
miles, date road and to the hest 91
my knowledge CAUTION: G 1, 1 hereby certify tha' to the best of my knowledge the odometer reading reflects the
that it reflects the actual mileage of eho _hid. described herein, unless DC NOT CHECK amount of mileage in ":ess of its mechanical limits,
gne of the adometcr statement bucks is checked.
BOX IF ACTUAL ❑ 2, 1 hereby certify tha; the odometer reading is not the actual mileage,
MILEAGE WARNING - ODOMETER DISCREPANCY..
UNDER `PENALTIES OF PERJURY, I DECLARE THAT•1 HAVE READ THE FOREGOING DOCUMENT AND THAT THE FACTS STATED IN IT ARE TRUE.
Signature ei
Printed Name of
P urcha""..
Purchase- '
Signature of
Printed Name el
Co -Purchaser.
Co -Purchaser
sngnarure or I -
0. Printed Name of r— f
n � L 1r
$e n.r..'' .�:
Seger. _ ._'�2G?
Sigmtoie af'
iT
Pritted Name of
Cd-SoHor:
Co -Belle
(When Applicable)
Selling Dealer's License Number:
Tao No. Tao Collected. S
Auction Nome
License Yumtart
do 6
r
10 �4
III J. L" I C)
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YLECRE.D.
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'""1.1ESIDE ,APPROACH
Use this full
3$"x38"or
-the 8" x 4E
landing with
reversible r;
when you p
► arall•el apr
xa
Wing
refer a
roach Y
Code approved in
most areas
381, x 3811 pictured
with Deluxe Fails
Note. Side & Back
Rails must he
Ordered Separately
Model#
3'd!ser
Overall
Landing INldth
Standard Deluxe
Standard
Deluxe
Hp$' fight
,-deight
Depth
aide mall Side Hail
'Back R'All
Back Rail
RN.rdm4tll""RfgmYVIW!NwMYW,RMN.�.,RYRsRlmflanlF•.UtivMI"IthRLLYt1MYMr4rM'RMIVAIVIRVMII
i)1 `71 31138
7"�
't 4"
lf3»
"3t3"
U21;3.8 t7291 t3$
0238
02938
i318161838
3"i.
t i"
3$"
38"
02138 029138
0233
02938
017213838
'7"
:''1 "
W,
3F3"
02238 028238
0238
02938
018243838
I
8":'
.
'24"
38"
38"
02238' , 0`29238
0238
02938
017283838
7" I
28"
3E3"
80,
02338 029338
0238
02938
{31 ii,323818
a..;
132"
'38"
:•38"
02338 029338
0238
02938
1,173,53838
7" i
:
;i.':r'
::iF3"
08"
02-5,38 029*387
0233
02D88
Q'ti'34038;38
A,!'
:
;3.()I'
:�3(3"
38"
!)24;3f3 (i29'�38
023802938
i.)18443 ;328
8"
`
181.
2811
3(3"
NIA !.)29538
WA
02938
01F3'18.38�18
8"
r
f 13"
138"
48"
021,'3E3 029138
0248
02948
018243.848
13"
:
:?11"
:3811
'13"
Oe'2:.3F3 Us?323i3'
() �4E3
O'294
f (317.283848
7"
:'.(3"
:18"
48"
02338 029338
0248
09948
018323848
3";
;
:;1'�"
'3i3"
iF3"
02338 029338
0248
02948
0'17353848
l"
0253F3 02114387
0248
02.948
i313403848
_
ON
t�Fl)'2 $��j
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Fiberglass Stop �nchoring
Guidelines
Concrete Installatibn
[.; st of Components (PUIr i sed L•Jrrally)
All
2 t-j�h
T�>�adtets Cbrzuc
2 &r-h USE' x:0x2 314" W%
2 t kh 1/4" ; 20x I NW })Its
4 tnth Ift-V ryes
2 6kil1/ P Awvjm
Concrete Installatlovi Guidelines
1) Drill 1/4" hole through step and bracket at
desired position �hrough lower wooden
frame member. I
2) Install L-brackel using 14" x 'ZQ x 21W,
Bolts, washers, and nuts.
3) Mark location othole rn I., -'bracket on the
concrete.
4) Move the step away from the horise. Drill
holes in concrete at the desired locations.
Tap/a" in concrete anthors.
5) Replace step so ;that the tops of the concrete
.anchors protrucl� through the L-brackets,
Secure with the Itiuts and washers.
Groudel l iststlti't'ron.
List Of CompOnents
(2) 484154 Anchor Assemblies
Each assembly Includes:
(1) 15 inch Anchor
(1) 3/8" x I %" lag screw
(1) 7/16" X 1 1/4" washer
Ground Installation Guidelines
1) Set stop 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 step and mark the place where the
hole in the eye of the anchor meets the side
of the step at the height of the lower frame
member.
4) Fasten screw into lower frame member
though eye of the anchor and washer.
WA I.N. G: l~ ai luxe to anchor the step properly
can result in injury. Place the step against the
house. Make sure the surface on which the step
rests is level.
Style Crest, Inc. Drawer A Freniout, Ohio 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 Ralf 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 62229 029229
0248
02948
0172$2948J 7"
28" 29" 48" 02329 029329.
0248
02948
018322948 8"
32" 29" 48" 02329 029329
0248
02948
017352948 7"
36" 29" 48" 02429 029429
0248
02948
018402948 8"
40" 29" 48" 02429 029429 .
0248
02948
THE 7299 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 ## laser Overall Landing Width Standard Deluxe
Height Height Depth Bail 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
L (117282972 7" 28" 29" 72" 02329 029329
018322972 8" 32" 2 V � 7�Th- 0232,9 029329
" " r �' ? t29429
017352972 7" 35 2 2, 242
018402972 $" 40" 2 �h.., 2r29 P
029429
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PmdiW Amd,*ft P*m wd 9pwk ftorm Euyod f (.'ha lqe %%ON A Nance
r r
• 5 7- i l ( �. 1 C
4
SP(L
ECR=.
ECONOMY STEPS
As space conscious as it is cost conscious
32" wide with a 14" landing
ECONOMY STEPS
Part #
Riser
overall
landing
Wldth
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.avallable in all locatibns
THE "B" SERIES
12" D x 36" W Treads and 18" D x 36" W Platform
• a" Closed Cell Risers
• Optional Aluminum Rails
• Open Rack
Part #
Height
Rail Model
018161836
16"
02118
018241836
24"
02218
017281836
28"
0231.8
'018321836
32"
02318
surdns,sa;tcrcw.a.:�ri5::;:G�u:�i�keiia�'r. �nr.`visavJd.��r+�lu�nie.Y�Ak1�s'�6'�teaL,+W.". kudria:.u��.��o-i�ntiesi?.u.a?as�Cwea�
PradW AvW-Wy Puna ad speaft 4an 9A tw w Qat a wtw Na&n
11 JISTYLECREST,
THE SIDE APPROACH
I'
Use this full Code approved in
38"x38"or
` E most areas
the 38" x 48"
landing with 38» x 38" Pictured
with Deluxe Rails
reversible railing r Note: Side &Back
Rails must be
when you prefer a i
Ordered Separately
parallel approach.
r
Model# Riser Overall Landing Width. Standard Mime. Standard. Deluxe.
Height Height Depth. Side Rail Side Rail Sack Rail Back Rail
017143MS 7" 14" 38" 38" 02138 029138 0238 02938
0181`63838 8" 16" 38" 38" 02138 029138 0238 02938
017213838 7" 21" 38". 3W 02238 629238 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 02§4367 0238 02938
618403839 8" 40" 38" 38" 02438 029438 0238 02938,
018483838 8" 48" 38" 38" NIA 029538 NIA. 02938
018163848 8" 16" 38" 48" 02138 029138 0248 02948
018243848 8" 24" 38" 48" 02238 029238 0248 02948
011293848 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
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P.-AKI Fvadab ,, Pd= and QP0bff ,.,.0M Sw#d In Chop VMW Nom
11111STYLECR=.
DIJFiA GRIP II"' STEPS
High Performance Design, Materials and Construction
Most people know us as the leading manufacturer of high performance
skirting. But Style CresP 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 Wm 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, topsl
Style Crests 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 CrestO with code requirements for your area.
Customer Sizes Available
Style Crests can manufacture steps to unique specifications. We can
design & build a variety of sizes and styles. Contact your Style Crestlo
representative for details.
The Side Approach step shown with. Deluxe
Railing. Note: Side & hack rails must he ordered
separately. Use #0238 Standard Back Rail or
902938 Deluxe Sack Rail.
The Economaster shown with Standard Rail.
The Economaster Display Unit shown with Standard
Railing and handle.
�y.eeern mo/e# i-/ ter• li4 a.IVNN.tr, re './�An.K. ... .
:... :. .. .. ........ .:.. .. .; ......�-.-.-s:. r.�4'irtee*^[<.p*s.FArnm. nr4rxiak.�M..•,var,.�r{.kr.rvr+;ui:;;.<4:'k?I,.H'';svI+'Nua�Hanrg�t �s.x.�.°,�:�S+t..:.!w�da?9:�W.dtarcTt'.w..fS4A,3.r�'vii+K�.+,r-n.aHrvr;^A.*:n..._.;.v . ,r,:�lT,•�...,._...... . _.._..-.,
R0&d ArA*Attt Rime mid spad6eaHoro &*led to'Cs+. ige ffN0 Nude+ .
Long itud] n-a-1 Stabilization for Florida
\i hen usind longitudinal stabilization on t r anchors with diagonal ties and stabilizer plates
0: supplied with vertical tie con-
m
must; be used on the h required on homes su
regulations).
Typica- I -
Placement -
When the -Xi -Sys
more than 16' fr
triple sections is
Single Sectio Double Sectlqp� Triple S-estion,
Section -48' Nominal
p.to.116'Nomina Up to U' IN 0 a or Double w/tag up to
I s I be as evenly spaced as possible, no
rn is used only as lo, ' udinal s ization, systems must
0 the. end of the home. Maximum, roof slope for single units & double section is 5/12, for
.5/12, for the -above number of systems.
Combining. Longitudinal and Lateral Stabilization foUl'.1-wid-a
• Sidewall anch
• Roof slope of
• Single and do
• Triple section
• Diagram repr(
up to.48' widl
• NOTE: Older I
per Florida: rep
Nut& Wa6h
J-Bolt
rs with vertical ties every 5' 4" per Florida requirements
10 degrees or less, (See chart for 5/12 roof installations).
ble, section homes require the same number of systems
omes and double se ' ction 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/plMes every 5'-4"
ulations
Xi- Block System Assembly
Seam Clamp
Omicket
1- 112 " -rube
1-31411 -ru
4 -1/4"x,3/4"
561f 'rapping $crew--,
(2 per Side)
Side View
Longitudinal
al and Lateral -Stabilization for Florida
A System
Xi Lateral Longitudinal Xi Longitudinal E> Stabilizer Plate & Diagonal
Only System with Lateral Strut Combo Frame Tie
"Ohly" System
Hom OS Up To 52
IN
M
Single !
,
Up to 16'Width
t
2 Combo Systems
2 Lateral only
IN
A
1003
LIN
A
Double Section
Up to 32'Width
4 Combo-gvstems
Homes Over
RIMR73
M
INK
TripleSectionOf Tag
. Up to 48' Width
4 Combo Systems
2 Additional Longitudinal Xi Piers
0 up to 80'
367
M
FW73
7*3
IN
Single Double U to
Sec t n
0Triple. Section of '799
Up to 16'Width to idth Up to 48' Width
2 Combo Systems 4 Combo Systems/2 Lateral Only 6 Combo Syste s/2 Lateral Only
4 Lateral Only Note: 5/12 roof pitch home requires 2 additional' systems.
W
M
M
8
aCi-Steel bersaem Effective: August, zoo7
installation Instructions FLORIDA OMLY
a it We Down Engineering
Installation instructions for longitudinal and lateral stabilization of manufactured homes set to specifications of the
State of Florida. J
• 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' 1.4teral Strut
#59318 Xi, 6' Lateral Strut
i
Block Pier Systems P/N's
#59319 Xi, Late -al w/5' Strut
#59320 Xi, Lateral w/6' Strut
REQUIREMENTS
• Installation can be made in any type of soil, 46 or better
• Florida requires 5' 4" anchor spacing for vertical ties
• 4' ground anchors are used with the Xi -system in 4A and 46 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"
• Main rail spacing must be 99.5" or less
• Maximum pier height of the Xi -system is 48" .
• Instructions Ere not for use on "Exposure D" homes within 1500 feet of the coastline
• Installation iP structions are based on 4200# per pad longitudinal load and 6000# per pad lateral load with
one diagoUtie/stabilizer.
• Additional vertical anchor ties that.are unique to a homes design may be required by the home
manufacture`s,. These locations include shear walls, marriage line ridge beam support posts, and rim plates.
P/N 15386 j
i
Installation .of Longitudinal System (Figure 1)
1. Idenfify the number of systems to be used on the home using the chart provided.
2. Identify on th6 location where the longitudinal systems will be installed.
3. Clear all organic matter and debris from the pad site.
4. Piace 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 telescoping 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 1-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 they larger tube and the lag" up on the inside of theapanrus using u-bolts and nuts provided.
Attach the end of the smaller tube tothe
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"x3/41) self -tapping screws into the holes provided in the lateral strut so that the two
tubes are connected together. (Figure 1)
(Figure 1) `
° Height
Longltudina! Adjuster 0-3"
Struts --�' Bolt o '4 .. Pier Base
° Extension
Pler Base Post
Base
(Figure 2)
Frame g�
Bracket
0.
1-3144" Tube
Beam Clamp 1
bracket �; •i
J-Bolt 4 - ,#12 X 1"
(Figure 4) (2 per etde)
Lateral Struts
1-112" Tube
All Components Hot Oalvanized Coated t�
. Strut
1 ,:t
(Figure 3)
irtment of flighway Safety and Motoir''Veh'ittes
Division off'.mo%or'Vehleles-
4obtle Home a.nd .Rec' reati-ona 'Voibicle Constrnctxon
FOR THE INSTAL.LzvrioN -o-F
(Revised 03/08)'
INTRODUCTION
Florida statutes rc quire that mobile;/manuffctured homes are installed safely and will meet wind
loads as determi ed by Section 3280,306 of Code of federal Regulations (CFR), Part 3290,
Manufactured H( I
using Construction and Safety Standards established by the U.S. department of
Housing and Urban Development.
Section 320.8251, Florida Statutes requires that; "Each-persori or entity thrrt'eng4ges in the
Manufacture of t obi le home installation components, products, cir systems trust obtain a
certifleation from tho department which affirms that•such component, product; or system is, approved
for use in the inst llation of mobile homos in this state." 'rhe: G4deptartmene.1 re'ters to the .Department
of Highway Sarely and Motor'V'ehicles. The Buretaut otMobile Home and Recreational Vehicle
Construction is a }unit of me this department and is the unit responsible for• certifying mobile/manufactured
home componento, products and systems .for use In Florida.
This document isIthe official list of mobile/manuf`actured hoMe h stallation components, products
and systems that ave been certified for use in Florida.
Tryou have tiny g4estioris, you may contact me at (407) 445»7407.
'Wayne Jordan'
Program Nfaixager
References:
Section 320.8249 F.S.: Provides for the licensinS and-rwguhition oftrtobile'/tnandractueed home
installers.
Section 320.9251 F.S.: Provides for the certificutidn cif'triON40/tnantifttctured hbitte installation
components, products and systems.
Section 320,8325 F.S.: Provides Nor the department to adopt�rules setting Forth uni firm
standardsfizr theinstallettion cxfmobi�tc/mitntckstc:tureci hotness.
Rule Chapter 15CLI, F,A.G.. f'rovider~s the unil''c:Vrn ill obile hvatl i-flac tj.ri!d home installation standards
for Florida.
Reviscet t)3/OS ii
• •d
i
f
APPROVED PRODUCTS
rl 01. rr.EI.E
IN"S+�.�...�i.,ATION' OFM•�.NU.F"A�"i'ii.i MANUFACTURED I:�t).MES
MOBILE 1- OME SAFETYPRODUCTS continued...
Dba Oliver Techirologies, Ills.
P.O. Box 58/467
Hohenwald, 'Tennessee 38462
U
1055-18L ; Longitudinal Stabilizing System
l 101]L All Steel Foundations System
110.1 All Steel Foundation System
110.1 V, All Steel Foundation System.
1 l 0 CvVV
Wet .Bracket
t 101CVO
Dry Set Bracket
1101.-WWCPCA'
Wet Set .Bracket
1101-D-CPCA
Dry Set Bracket
1.101-W-TAC A,
Wet Set,Brackef
1101-D-TACA
'Dry Set -Bracket
1065-14
Plastic Foundation Pad:
1055-10
I plastic Poundation.Pad
1055-$
.Plastic Poundation Pad
.1055-23
Plastic'Fo6ndation Pad
10554
Plastic Foundation pad
SPA 264-1
Plastic 1?oundation Pad
41.48.4
Plastic .Foundation' 'Aid
1055-16 I
Plastic 1~oundatlon P'ad-.
u.: -_2 t Plastic Foundation lead
1055-17. l� AS Ic
1055-13 Plastic Foundation Pad
1055.22 P1��, !I III ation 1'ad
1055-20 Plastic Foundation [gad
lte kL5 d 03/08 1 10
20" galvanized steel pad beam clip
(br longitudinal bracing system
w/square tubing in a cross °`X"
pattern
Longitudinal Stabilizing System
Longitudinal and Lateral
Stabilizing System
Longitudinal Stibil.izing & Lateral
Bracing System
Concrete Full System
Concrete Full System
Concrete Longitudinal System
CoftOietd Longitudinal System
Coicrete Transverse System'
Concrete Transverse System
16" x 16"
1. 6" x� 16."
•x 18"
1 G" x 18 4/a°Y (rounded)(2 sq. it.)
is �x"x 18%x"x 1511611
Is '/x" x 18 'I'x" x'/A"
13Vs" x26/4"x�/,
171,x2211x 1 1/8
17 '/z" x 22
2 x 1 l /8
24" x 24"' .
21.13 ry" x29.13" (rounded)
2.) '/," x .3 1 '/4"
APPROVED PRODUCTS
INSiALLA.'T'ION OF MANUFACTURED HOMES
16" x 16"
16" x 16"
16" x 18"
16" x 18 %a" (rounded)
18 '/z" x 18 ''/x" x. 15/16"
18'/a"x 18 Via"x�,17
13 '/4' x 26 1/4"
17" x 2111
.17 'Wx 22 K" (roux
'1.7'/2"x25 W
24"x24"
21.13" x 29.13:" (rou
23 .%" x 31 �i"
MOBILE HOMESAFETY I'RoDucrs continued...
Dba Oliver Technologics, Ifis,
P.O. Box 58/467
Hohenwald, Tennessee 38462
Area I..
d
3,0001b.I iZemarks
l.77
1:78
1,770
1,780
2,650
2,6GU
3,4.50
3,56()
4,420
4,430
5,310
5,340
5,310
5,320
2.0
21000
3,000
4,000'
S,000
61,000
61000
2.0
2.360
21000
2,360
3,000
3y550
4,000.
40730.
5,000
5,91()
6,000
7,090
6,000
7,090
2.375
2,375.
3.563
4,I50
5598,
5,598
5,600
2.4
2,375.
3,563.
4;75.0 •
5,938
6,400
6,400
2.5
2,500
3,750
5,000
6;25o
• 7,500
7,500
2.75
2,750
4,.125
5•,500
6,875
8,250.
-8,250
3.0
3;000
4,500
6,000
7,500
•9,000
9,000
3.0
3,000
4,500
6,000.
1,50- ' '
. 9,00.0
9,000
4.0
4,000
6,000
8,000.
8,000
8,0p0 •
8,000
4.0
4,000
6,000
8:'000
8,000
8,000
8,000
4.6.98
4,698
7.041
SAW
9.000,
R_.nnn-
st nnn
PALS CCDNV11.G�ti?1"�''CCaI�iS .
Pa J Descriaptiott
P4(t-* Area
1E,000 Fh.
2,000 lb.
3,0001b.
Pyramid Pnoter Genii uratlon
sc�: Q '.�, _
._ Soil
soil
sail
(2) 13 14" x 26'/d" a, a base and (1) 20" x 20" on top
4:K
4,800
N/A
'.I'hr e (3) 17" 22"
5.0
•5,000.
.9,600
10,060
N/A
"1"hree 3 17 '/2" x 75 '/z"
6.t1 w_
....6_ 0000
1.2 ()00` .
I N/A _...
-- I _......� CAP BOARDS .._..�_....__.....
MODEL # !
i'D1JNTICFICATIC3N-*
DESC:RIPTIUIY
ari C.i31
(Mastic Cali Board- ard-
- 1" 9 8" x 16"
_ (Y1'1 CI32 ;.
Plastic Cat)13uarri.
2" is 8.. 16
ra1L caP dnaras word rest can U vi a pier (4-:w J tvien ei:tnera single or ciotime slaeReu cap boards.
i •
Revised 03108 1
j�
APPROVED PRODUCTS
FOR TuE.
[N*�TALLATION OF NUk*NUFACTURED'HoNtES
rm, 1j0WN r,,Ncn:NrmR1NG
5901 Wheaton Drive
Atlanta, ('Yeorgia 30336
ID [ON
Soil
Working
ultimm
Load
%MIC
MH-5/8"
Gallivanized Auger
5/8"x48". rod,. double head
44
3' 50
Anchor
with a single 6" diso
4,72--;
F
M 121-1-3/4?1
Galvanized Auger
:Ys",K 48", rodi double' head with
44
31-150
4,725
Anchor
a single 6" disc
M607
Gal;�ttnized Auger
I
'Y4 $10 x'601* rod, double head with
4b
4,000
6,000
1 Anchor
it single 7" d1sd
M I T2
Galvdnized Patio Slab
10" threaded- rod w/fla't
Concrete
3,150.
4,725
i Anchor
washer and nut, double hblt
head'
IMIJ2
Galvanized Patio Slab
5/8" x 10" rod coticrete anchor.
Concritd
3, 1. 5-6
4,725
Anchor-
with a double bolt head
MICS2
Galvanized Patio
YV9 x 311 steel .expans-100 bolt
Cdnc'rete.
3,150
4',725
Anchor Boh.
W"Redhead Sleeve Anchor"
double hoW
MIAR2
Cralviinized Double
Double hdad tension: deviCe
NIA,
3,150
4,725
FT6,adl Device ((,mfly)
w/holt hole'in the bbtt6 m 00the
yoke -
MtS2
clatv �ized Double
Double head tensloni device
N/A
3,156
4,725
fetid ivel Adapter
with swivel adapter
5
1,er plate -- steel
Oalvaniz'ed steel 17 V2" (width)
46
4,000
6,000
x 7" (side) x [.3"M x 3-Sauge
D2-gferee top
belld)
51Z22 9 3
Stai-)L M-Zer Plate/ -
x 2,11' 1" iM* t6*0
x 1.375
PRINEW
Revised 03/03 1 15
APPROVED PRODUCTS
FOR THE
FV�TA L LA`i ION OF M,ANU PAC' UR, ED
HOMES
' TIE DOWN ENGINEERING continued...
5901 'Wheaton Drive
Atlanta, Georgia 30336
MODE
owvn
Strapping
ID
ASTN[ Standard Spec.
l~J3953-9 L
1 %" x .035" galvanized steel
strapping Gw 12'0
• 5s
N/r1
NIA
Workiin
Load
l50
N/A
'Uitims
Lo ac.
4 72
,
N/A
MGRB
oof Brac et
a vaayized Roo farack 't
TD
Slotted [.dolt
2 `/14" x 5/8"
t`V1A
3,150
4,725
TDF
i
CFhnping Seal
1.410" x 2.25011 '
'N/A
3,150
4,725
590.10
[jangit��ciinal
Metal pads, bracket with. -
N/A
7,000
10,00(
Stabilization Device
hardware metal. struts:
L25.D
59002
Siwivel Strap
2,60" x 4.875" x'l0 gauge
' WA
3,150
4,725
Connector
i
w/1 VV x..035"
59003
l'3enmiConnector fora
2.P x 6.300" x ta'gauje. beam
N/A
3,150
4,725
3" [-beam
connector used with N002
59004
i
13'eamiConnector for a
2.5" x 7.300" x t0gauge beam
N/A
3,150
4,725
4" [-beam
connector limed with 50002
59005
Adj. [ieam Connector
2.5" :x 9,850" x 10 Saugr7 rued-
N/A
N/A'
N/A
For tit ` to a 8" double.
wwith 59002 and geade 5 bolt and
1-0cam
nett,
59009
Lon !itudinatl Ileam
I '/2" x 6 VW' :�'/A" u:5ed as ,pair
N/A
N/A
N/A
'oiincetor
with 50002'
59011
Lott litudinal 13c:attn
G"'x 6 3/q" ga-a' x 7 a triune
. t;
N/A
N/A
N/A
C".lump
clamp with ei Elt ($) gride� 5
bolts acid nuts
Revised 03108 I 16
59006
59009
59273
59277'
59024
59026.
5931,E
59315
59361
59362
Revised 03/03
IAPPROVED PRODUCTS
FOR THE
INS AL LATION OF NUkNUFAC 1CU RE:D HOMES
TIE T)%DWN ENGINEERING continued...
i 5961 Whetiton Drive
Atlanta, Cleorgia 30336
'1'IM FeC)f1LnWi'Ivey ,kay. rrrr WIT).u12"ft- r
N
IDENTIFICATION
aterttl (Vector) Kit w/pads for concrete
)plications — single stacked black piers
val (Vector).Kit w/pads For concrete '
ications — double stacked block piers
ruble block fotinda.tions pad for concrete.
ingie block foundation pad far concrete
oral ('Vector) .11'ardware Kit (else W/59271)
al L2S1) Hardware Kit (w/$9271)
V'e;ctor X' .
I Vector Xi System
!Xi Concrete and Concrete Block System
011triggers
Otl tri ggers
17.251' x 11", 12 gauge galvanized
pad, part # 59277 w/mou iting
brackets, hardware &* parts 59276
and 59292
17.25" x t 1.2 gauge galvanized
pad, part # 59273 w/mounting
brackets, harftare & parts: 59276 ,1nci
59282
Use with Vector System
Use with Vector System
U-belts, "U"shaped- cc rutectors .&
Inside brackets
6 Me"'.x 7 gauge beam clips, °`U„
shaped'plat6 connector, bolts and nuts
. • for eonneetions
�o.ngitudinal Stabiliring y S stem
Lateral Stabilizing System
Long itud inal/tateral Stabilizing
System
24" Outrigger/Diagonal Strut
24" Outrigger/Dia onat Strut